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Animal Shelter
ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD March 25,2011 Burt's Reliable 1515 Young's Avenue Southold, NY 11971 Dear Sir: Enclosed please find your bid bond/check no. 2193N dated 9/14/2007. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Encs. RESOLUTION 2007-490 ADOPTED DOC ID: 2913 THIS 1S TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-490 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MAY 22, 2007: RESOLVED that the Town Board of the Town of Southold hereby accepts and awards the Iow bid of Construction Consultants~ Inc. in the amount of $1~703~205 for construction and contracting work in connection with a new Southold Town Animal Shelter, subject to entering into a contract with the approval of the Town Attomey. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED 15 TO 1] MOVER: Louisa P. Evans, Justice SECONDER: Thomas H. Wickham, Councilman AYES: Edwards, Ross, Wickham, Evans, Russell NAYS: Albert Kmpski Jr. RESOLUTION 2007-492 ADOPTED DOC ID: 2916 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-492 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MAY 22, 2007: RESOLVED that the Town Board of the Town of Southold hereby accepts and awards the low bid of Commander Electric. Inc. in the amount of$240,000 for electrical work in connection with a new Southold Town Animal Shelter, subject to entering into a contract with the approval of the Town Attorney. 0 gQY ' Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED 15 TO 11 MOVER: William P. Edwards, Councilman SECONDER:Daniel C. Ross, Councilman AYES: Edwards, Ross, Wickham, Evans, Russell NAYS: Albert Krupski Jr. u3 USE I Postage Restricted Delive · Complete items 1, 2, and 3./Veo comp~ item 4 if Resthcted Delivery is desired. · Print your name and address on the mveme so that we can return the card to you. B. Received · Attach this card to the back of the mailplane, or on the front if space permits. D. Is delivery addmes d,~=,[ from Item 17 ff YES, enter dellvmy addrees below: [] Registered [] Retum Receipt fo~ Merchandise [] Insured Mail [] C.O.D, · Restrfcted Delive~r? (Extra Fee) [] Yes 2. Article Number (Transfer from serv/ce lab~ 7009 0820 0001 7820 6095 PS Form 381 1, February 2004 Domeeflc Re'mm Reselpt 1025e~o2~-lS4O Postage Centifled F Rest~cted Oelive · Complete items 1, 2, and 3. Nso ~ item 4 if Restricted Delivery is desired. · Print your name and address on the mv~se so that we can return the card to you. · Attach this card to the back of the mailplece, or on the front if space permits. 1. Article Addressed to: 7009 0820 D. Isdaliveryaddreesdiffematfl~mlteml? r-lyes ~f yES, enter delivery address balow: r'l No 3. Service Type [~ed Mall I-1 F..iq3mes Mall [] Registered [] Retum Receipt for Memhandlse · I-1 Insured Mall [] C.O.D. 4. Resbfoted Detlve~ (Extm Fee) [] yes 0001 7820 6101 PS Form 3811, February 2004 Domestic Return F~=alpt RestHcted I (Endorsement R, Total Postage & Fe~ Postmark Here · Complete items 1, 2, and 3. Also complete item 4 if Restrictsd Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach.this card to the back of the mailpiece, or on ~ front if space permits. 1. Article Ax~clressed to: ~-O. ~ox 5Qb "~ohe~,',o. kt't it'/lb 2. Article Number (Transfer fn:~m sen, lce/abe/) [] Addressee C. Date of Delh/ely n Yes [] No 3. Service Type J~J~'Ce~ffied Mall [] Express Mail 4. Re~ficted Daiiv~y? (Exba Fse) [] Yes __7009 0820 0001 7820 6088 PS Form 381 1, February 2004 ~ ~ J~3aipJ 102595-O2-M-1540 Southold Town Board - Letter Board Meeting of August 12, 2008 RESOLUTION 2008-778 ADOPTED Item # DOC ID: 4161 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2008-778 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON AUGUST 12, 2008: RESOLVED that the Town Board of the Town of Southold hereby approves Change Order #1 to the Animal Shelter Construction contract with Construction Consultants, dated July 25, 2008 in the amount of $12,063.66. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [5 TO 1] MOVER: Louisa P. Evans, Justice SECONDER: Thomas H. Wickham, Councilman AYES: Ruland, Orlando, Wickham, Evans, Russell NAYS: Albert Krupski Jr. Generated August 18, 2008 Page 35 TOLL FREE 860.889.7078 T 860.204.0419 F lt6 MAIN STREET NORWICH, CT 06360 INDOOR AIR QUALITY HVAC NOISE CONTROL LIGHTING ELECTRICAL PLUMBING FIRE PROTECTION VVWW.DESIGNLEARNED.COM SOUTHOLD ANIMAL SHELTER ADDENDUM #1 - ITEMS MONDAY, MARCH 12, 2007 ALLOWANCES AND CHANGE ORDERS: Project is new construction with very detailed plans. Contractors are expected to provide questions involving any additional services, options, equipment, finishes, or coordination during the bidding process and bidding time period. Contractors are expected to provide a complete, finished, operating building without Change Orders. Change Orders will be considered only for changes to the design requested by the client. SPECIFICATION SECTION 03100 -- EXTERIOR CONCRETE MASONRY ASSEMBLIES: a.) There are only 16 pages to Section 03100 ("End of Section" not indicated). b.) 1.2 Surmnm~ 'T'#1: No "Unit Masonry Interior Assembly" section was provided by the structural engineer. This reference should have been deleted ...... please disregard. c.) 1.2 Summary 'T' #2: The "Cast Stone" Section was replaced by the "Glass Unit Masonry" Section as Section 04720....please disregard any reference to Section 04720 "Cast Stone". .... SHOWER STALL SPECIFICATION: The fixture schedule listed on P-1 calls out and Oasis shower stall. This model is to be replaced by the Florestone unit, Model 40-40H, included in the specifications "cut sheets" section. The Florestone model is ADA compliant whereas Oasis does not carry any units with the required ADA designation. SMT {POWER WASHER) SPECIFICATION: The f~xture schedule on P-I calls out for two (2) 600-WC-Y central pumping units to supply the five (5) interior and two (2) exterior remote station hook-ups as shown on the plumbing drawings (P-3). After discussions with an SMT representative it was decided that the two 600-WC-Y units would be replaced with one (1) SMT-600-REK unit equipped with a two tiered compressor trait allowing simultaneous cleaning at multiple stations. The remote stations themselves have been replaced with the following models: Model 300-1698: Surface Mt. remote, top envy, SS tubing supply, bottom port (for 5 interior stations) Model 300-5217: Recessed remote for New Masonry, Top Entry, SS tubing supply, w/grippers (for 2 exterior stations). Page I of 2 ,~ 86~.7078 INDOOR AIR QUALITY TOLL FREE HVAC NOISE CONTROL 860.889.7078 T LIGHTING 860.204.0419 F ELECTRICAL 116 MAIN STREET PLUMBING NORWICH, CT 06360 F RE PROTECTION WWVV.DESIGNLEARNED.COM SOUTHOLD ANIMAL SHELTER AOOENOUM #1 - ITEMS MONDAY~ MARCH 12~ 2007 PAGE 2 OF 2 SPECIFIC UTILITY SERVICE RESPONSIBILITIES: Contxactors will be responsible for building utility connections as described in Contracts A-D of the Specifications provided with the bidding documents. Any fees to the utility companies will be paid directly by the Town. All utility connections will be installed in accordance with details provided in the bidding drawings and as defined on the Itemized Proposal Forms. TRENCH DRAIN INSTALLATION: Plumbing contractor shall be responsible for installing drain connections for the trench drain system and will have to coordinate with the concrete contractor to set the trenches according to manufacturer's specifications. It is thc responsibility of the concrete contractor to fill in around trenches and slope thc floor accordingly. The trench drains are typically set in a concrete footing prior to the final slab pour and finish work. ENDOR NAME: VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. ',/ PARTNERSHIP FEDERAL EMPLOYEE ID #: i / - ~ ~'5 q q ~ / OR SOCIAL SECURITY #: DATE OF ORGANIZATION: ~P~L. ~ IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: CORPORATIONNAME: ~Od.qr~tz~r~o~ ~a~s~x-r~'r~ ~ LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) ',JO ~ ~ INDIVIDUAL LIST OFFICERS AND DIRECTORS: NAME Jo~- /TZ~OW rTZ. TITLE If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: 00300 Proposal Package 3 of 14 Town of Southold New Town of Southold Animal Shelter BID OPENS: ,2007 REMINDER NOTE ! ! !: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you! 00300 Proposal Package 1 of 14 ~ECTION 00300 - PROPOSAL PACKAGE BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days fi.om notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. 00300 Proposal Package 2 of 14 CTION 00300 - PROPOSAL PACKAGE MAll, BID TO: ADDRESS RECORD FORM VENDOR NAME: ADDRESS: CONTACT: TELEPHONE: E-MAIL: ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: CONTACT: ONLY if different - MAIL PAYMENT TO: ADDRESS: E-MAIL: TELEPHONE: CONTACT: FAX: E-MAIL: 00300 Proposal Package 4 of 14 SECTION 00300 - PROPOSAL PACKAGE VENDORNAME: ~o,~$T/~ua~,o,u Cov~a~Tn~vS ~, ASSUMED NAME CERTIFICATION *if the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: [] Insurance Certificate as requested is attached [] I certify that i can supply insurance as specified if awarded the bid [] Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. pUTHORIZED SIGNATURE 00300 Proposal Package 5 of 14 ~CTION 00300 - PROPOSAL PACK~E AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, fi.om that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to reft.nih from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services fi.om any other fu-m or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain fi.om bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or aoy project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. ?. I have made a diligent inqui~ of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my £n-m's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. /"4 ~~ SWORN TO BEFORE ME THIS ( S~Position Type Name & Company Position ~O [U ~TYJ L! ~. T t O~I ~-O M S IX,( T/~A/ T $ ,~1., I r~G Company Name /~- rjr, 5'r?qbl Federal I.D. Number NOTARY PUBLIC PRISCILLA REILLY NO. 52-4670570 ,2o~1 00300 Proposal Package 6 of 14 SECTION 00300 - PROPOSAL pACKagE PROPOSAL FORM TOWN OF SOUTHOLD ANIMAL SHELTER VENDORNAME: ~OIdST~ETlOt, d C. ot, Jf3t.tt.._TP, tOT53 Li) IMC, VENDOR ADDRESS: ~o E Asr Z_tob TELEPHONE NUMBER: (63(~ ?27- 6b 04- The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the parmers or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated 00300 Proposal Package 7 of 14 ~CTION 00300 - PROPOSAL PACK~E Project Requirements/Bidding Guidelines New York law dictates that bidding by contractors for public projects exceeding a total cost of $50,000 requires a multiple prime contracts as described by Wick's Law. Lump sum pricing will be provided by discipline specific contractors in accordance with MEP and civil engineering scopes described below as separate "contracts". The Town of Southold will be responsible for assembling individual contracts with contractors to whom the project has been awarded. The lump sum price bids under ALL Payment Items shall include supervision and management, on- going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements, and shall comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. NOTE: THE TOWN OF SOUTHOLD RESERVES THE RIGHT TO INCREASE, DECREASE, OR ELIMINATE IN ITS ENTIRETY ANY OR ALL ITEMS PRIOR TO OR AFTER AWARD OF THE BID. 00300 Proposal Package 8 of 14 TOWN OF $OUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilizations 1 ES Jj 75/~3OO. o~ ~/r']~, 00~)o ~ o for C~ ~u~& S~ F,V~ ILS Dollam Cents ~u5~ Method of Measurement: The amount bid shall include supe~ion and ma~gement, o~oing pr~ect-m~at~ expense, insumn~, ~nding, labor, materials, equipmen~ and [ndden~ls nec~sa~ to mobil~e, ~ns~ion s~ging, r~mobili~n to the ~ns~on site, meet all of the general r~uimmen~ set ~h under DMsion 1, ~mp~ wi~ all ~nditions set ~ in the Co~i~ons of ConEa~ and General Conditions of ~e Con~ and demobll~e from the ~ns~on site u~n su~l ~mplefion of the proje~ Method of Payment: Payment f~ this item will be made in ~ree (3) payment; a. F~ P~cent (50%) upon ~m~ete mobil~ation ~ ~e site. b. Twen~ Five P~cent {25%) u~n s~nd pa~ial paym~t mqu~t. ~ Twen~ Five Per~nt (25%) u~n su~l ~mple~n and a~p~n~ of ~e ~e~ Intent: This bid item shall ~dli~te mquimmen~ of DMsion 01000 of ~e s~fi~ and ~ns~on o~m~o~. 2A Site Demolition - Ama "A" I LS Ddlam Cents Method of Measurement: The quanti~ ~ ~ pa~ for under ~is item shall be ~ump sum ~ ~e Si~ Dem~iflon (indudi~ Cl~d~Gmbbing and Re~vals) within ~ea "A" as defin~ on the Con~a~ Dinings a~ a~pt~ in a~an~ wi~ ~e sp~ifi~flons. ~eth~ of Pa~ent: The quanti~ of accept~ Site Demoii~on (including C~eaHn~Gmbbing and Re~vals) shall ~ measured a~ ~id ~r a the ~n~ unit ~ per lump sum bid as ~lled for in ~e pm~ai ~rm. This prJ~ shall ~nsfi~te ~11 ~m~fion ~ ~mishi~ all la~, ~at~als, t~ and equipment ne~sa~ to sa~rily ~mplete ~e work as s~wn on ~e ~n~ dra~n~ and d~b~ in ~is s~n. Including ~in~dis~l ~, ~ fencing, maintenan~ and proton of ~affic, m~va~ ~ be~, ~sh, ~t mat, ~w ~ffi~, ~vements, afl i~ms in ~nfli~ wi~ pm~ ~ns~on in ~ "A" (as defin~ by ~e C~ Drawings), debds r~oval ~om s~e ;l~up, ~cfion layer and saw.fflng. ntenrfle Co~ctor shall remove and disp~e of ail existing items as r~uir~ for ins~lla~n of the pm~ ite~ in ~ "A" ~ sh~n on ~e Co~cfion Drawings while mainlining ~n~dl~ a~ to the site with maintenance and pmt~fion of ~ffic a~ ~edesffians dudng ~e entire leng~ of construction. 2B Site Demolition - ~a "B" 1 LS Dollars Cents Method of Measurement: The quanti~ ~ be paid f~ under ~his item shall be lump sum for the Site Demoli~on (including Clearing/G~bbing and Removals) within Area "B" as defined on the Con~ract Drawings and accepted in ac~rdance with the sp~ifi~tions. ~ethod of Payment: The quan~i~ of ac~pted Site Demolition (including Clearing/Grubbing and Removals) shall be measur~ and paid for a~ the can~rac~ unit price per lump sum bid as ~lled for in the proposal form. This price shall ~nsti~te full ~mpensa~on for ~mishing all labor, materials, ~ools and equipmen~ necessa~ ~o satisfactorily ~mplete the work as shown on the ~n~ac~ drawings and des~ib~ in this specifi~ion, including ~Hing/disposa[ fees, safe~ fencing, maintenance and prole~ion of ~affic, removals of ~e~, brush, r~t real saw cutting, pavements, all items in conflict with proposed cons[ruction in Area "B" (as defined by the Contract Drawings), debds removal ~om si~e, clean-up, ~nstruc~ion layout and sawcutting. Jg~en~he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Ama "B" as shown on the Construction Drawings while maidaining controlled access ~o ~he si~e with maintenance and pro~ecfion of ~raffic and )edes~rians during the entire leng[h of construction. CONTINUED ON NEXT PAGE CONTRACT 'A'. GENERAL PF-I TOWN O~UTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 3 Site Preparation, Unclassified I LS Excavation and Embankment for FO~T~ ~,~ ~ '/"~OU ~-~J'~ ILS (o/O¢OO-°u ~ o Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Preparation, Undassitied Excavation & Embankment measured in place and accepted in accordance with the spedfications and drawings. Method of Pavmant: The quantity of accepted Site Preparation, Undassitied Excavation & Embankment shatl be measured and paid for at the conffact unit price per lump sum bid as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the canffact drawings and described in this specification. Including Ucansed Land Surveying, layout, rough grading, site cut-to-ffil, clean coils, transportation, spoils removal, compaction and meeting the proposed grades. Intent: The Contractor shall perform all necessary earlhwork and grading of the existing site in order to meet all proposed grades as shown the drawings. 4 Site Drainage. Structures. Piping and Frames/Grates '1 LS for IJcCt~,_~,~E[~ ~l~T~ T~O/LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Drainage Systems (structures, pipe and grates/frames) measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quant~ of accepted Site Drainage Systems (structures, pipe and grates/frames) shall be measured and paid fcr at the contract price per lump sum bid as called for in the proposal form. All costa associated with layout, earthwork, excavation, backfilling. compaction, connections, parging including earthwork, piping, connection to building piping and clean-up shall be included in the lump sum cost for under this payment item. Intent: The Contractor shall install the Proposed Drainage System to the linss,.leval and grades as shown and detailed on the Construction Drawings. 5 Concrete Curb 480 LF "/-~-~ for ~>E~V~ '~t~ ~ o~-~RS A~'~ lEE J ~, ~5 C~ ,~.. ~) Dollars Cents ¢'~ v4 c:~ur Method of Measurement: The quantity to be paid for under this item ahall be the number of lineal feet of Concrete Curb measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete curb shall be measured and paid for at the contract unit price per linear foot bid as called for in the proposal form. Thia price ahall constitute full compensation for furnishing all labor, materiala, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in thia specification. Including earthwork and rough grading. ntent: The Contractor ahall install the proposed concrete curb to the grade and limita as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-2 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Iteroized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 6 Reinforced Concrete Sidewalk 3,700 SF for /SF ' Dollars Cents M hod of ....... reroent. The quantity to be paid for under this item shall be the square feet finished surfaco area for 4" thick reinforcod concrete sidewalk measured in place and accepted in accordance with the spedficettons and drawings. Method of. Payment: The quantity of accepted concrete sidewalk shall be measured and paid for at the contract unit price per square foot bid as celled for in the proposal form. This price shall constitute full compensation for fumishing all labor, materials, tools and equlpmsflt necossary to sstL~actorily complete the work as shown on the contract drawings and desoribsd in this specification. Indudin9 layout, aubgrade preparation, earthwork, reinforcement (6x6 wire mesh), edging, broom finish, the installation of tactile panels, clean-up and ~rotecfion of work. Intent: The Contractor shall install the 4" thick reinforced con~ete sidewalk to the limits shown on the Construction Drawings. 7 6" Reinforced Concrete Slab 700 SF for /.O,2-q'"2) 35~ CO Dollars Cents Method of Measurei~ent: The quantity to be paid for undo' this item shall be the square feet finished surfaco area for 6" reinforced concrete ~labs measured in place and accepted in accordanco with the specificetioea and drawings. Method of Payment: The quantity of accepted 6" thick reinforced concrete slabs shatl be measured and paid for at the conlract unit pdce per ~quare foot bid as celled for in the proposal form. This pdce shall constitute full compensation for fumishiog all labor, materials, tools and ~quipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specificetion. Including ayout, subgrade preparation, earthwork, formwork, edging, specified finish, steal reioforcoment (as specified), dean-up and pmtectfon of work lJ~ltent: The Contractor shall isstall the proposed co~orete slabs to the limits shown on the Consh~dction Drawings. 8 6" Recycled Concrete Aggregate Subbase Material (Type '1 NYSDOT) 13,000 SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" recycled concrete aggregate subbaco material measured in place and accepted in accordance with the specifications and drawings· Method of. Payment: The quanhty of accepted 6' recycled concrete aggregate subbaea material (Type 1 NYSDOT) shall be pa~d for at the contract unit price per square foot bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all tabor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including survey layout, subgrade preparation, placement, compaction, finegrading, cisan-up and protection of work. Intent.' The Contractor shall install the 6" recycled concrete aggregate subbeae layer to the limits shown on the Construction Drawings· CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-3 TOWN OF~OUTHOLD ANIMAL SHELTER CONSTRUCTION emized Proposal for: Town of Southold BID NO. CONTRACT 'A' - GENERAL ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written In Words) ClUANTrFY BID 9 Proposed Sanitary Systems r~lR'rqfor ~ ,~G m ¢rOLt51~.) ~ O~-)E HuL)~-S~/ES IOOo°° ~ 36[ j ~ OO, oO Dollars Cents Method of Maseumment: The quantity to be paid for under this item shall be a lump sum or the Proposed Sanitary Systems measured in ~lace and accepted In accordance with the spedflcetions and drawings. Basis of Payment: The Proposed. Sanitary System (outside building) shall be paid for at the contract lump sum unit pdce bid as celled for in the pmpesal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete fie work as shown on the contract drawings and described in this specification. Including piping, connections, [nspecttoas, controlled backfill ar~l installation of all specified structures (tanks, leaching rings, hair-trap) associated with the two (2) systems. The installation of all interior drains and piping shall be paid for under Contract 'C", Item No. 2 "Building Plumbing". Intent: The Contractor shall install the proposed sanitary systems (outside building) complete to SCDHS Standards and shown on the Construction Drawings. 10 4" Topsoil Layer 34,000 SF oo Bollars Cents Method of Measuramant; The quantity to be paid for under this item shell be for each square foot of area where topsoil is proposed In accordance with the specilications and drawings. Method of Payment: The quantity of accepted 4" thic~k topsoil tayer area shall be paid' for at the centract unit price per squens foot as called for in the prolx~sal form. This pdce shell constitute full cornpensation for furnishing all labor, materials, tuols and equipment necessary to satisfactonly cempiete the work as shown on the contract drawings and described in this specification. Including furnishing of topsoil, laboratory testing of soil, recommended ammendmenta to soil, finegrading, layout, dean-up and protection of work. Intent: The Contractor shall install the 4' proposed topsoil lsyer in the specified area as shown on the Constroction Drawings. 11 6" Concrete Filled Bollards 8 EA for Fo-~ ~4~ ~=--b /EA oO Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be for each concrete-filled steel bollard instatied and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete-filled steel bollards shall be paid for at the contract unit price for each cempiete installation as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, earthwork, concrete, steel bollard, painting, refectorized tape, dean-up and protection of work. ntent: The Contractor shall install the proposed concrata-filled steel pipe bollards to the grades, lines and elevations as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-4. TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ,-5¥iMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 12 Proposed 3' High White Vinyl Picket Fence 200 LF ~ Dollars Cents Method of Measurement: ~e quanti~ to be paid for under ~is item shall be ~e number of tineal feet of 3' high white vinyl pipet fendng install~ as measured a~ a~epted in ac~rdan~ with ~e specifi~tions and drawings. Bas~ o[ Pa~e~: The quanti~ of a~pted 3' high white vinyl picket fencing shall be paid for at Be ~n~ct unit pd~ per linear ~ot bid ~ ~11~ ~ in ~e propel f~. Th~ pri~ shall ~ns~te ~11 ~mp~on ~r ~rnishing all la~r, materials, tools and ~uipment ne~ [o sacredly ~plete ~e wo~ as sh~ on ~e ~n~a~ dmwin~ a~ d~ In ~is sp~flon. Including eaAh~rk, lay~ ~nce ~at~als (~ a~ fen~ se~ns), ~n~, hardware, gates, cleanup and ~ot~on of ~r~ Inte~: ~e Con~ctor shall instil ~e prop~ 3' high white vinyl picket fencing as requir~ by ~e sp~tions a~ as s~wn on ~e DonjOn D~ngs. 13 Animal Shelter Building Constm~ion I LS ~ ~ =~ Dollam Cents ~[;,~ of ~ea~urement: ~e quanti~ ~ ~ ~id ~ und~ ~is item shall be lump sum ~r ~e bu~di~ ~n. indudi~ ~aOon, ~la~, ~ and r~ ~on, d~, windows, ~ilin~, ~bine~, finishs, ~uipment and o~er items not I~t~ as se~mte line items ]~ in ac~rdance with ~e spedfi~fions and drawings. ~et~d of Pa~ent: ~e quan~ of a~p~d woA shall be measured and ~id ~r at ~e ~n~ as a ~r~n~ge of wo~ ~mplet~ per sub~t~o~ item. ~is price shall ~fi~te ~11 ~mpen~t~n for ~rnishing all la~r, materials, t~ls and ~uipment nec~ to satis~odly ~mplete the wo~ as shown on ~e ~nEact drawings and d~ib~ in this sped~flon. Intent: The ~n~ct~ shall peE~ all nec~ wo~ in ~mplian~ wi~ ~e drawin~ and s~dfl~fions. ~4 Anl~l Shelter Kennel Unl~ 1 LS Dollam Cents Method of ~eas~r~.~ii[; The quanfi~ to be ~id f~ under this item shall be lump sum for ~e ~rdina~on, prepam~on, manu~ure and ins~la~on of kennel ~ging. identified as items 1 and 2 under the ~miture fixture sch~ule. Method of Payment: To be paid 50% upon delivew to ~e site, 50% upon sa~sfacto~ full installation. This price shall ~nsfitute ~11 ~mpensation for furnishing all ~ordination, labor, materials, manufa~ure, shipping costs, tools and ~uipment ne~a~ to satis~ctodly complete ~e work as shown on the ~nba~ drawings and descdb~ in this specifi~t[on. Intent: The Con,actor shall provide all materials and labor to install indoor and outdoor kennel runs provided as pa~ of the building. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-5 TOWN OF~OUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 15 Animal Shelter Animal Equipment and Furnishings I LS for %~ 8~V~ ILS Dollam Cents Meth~ o[ Measurement: ~e quant~ to ~ ~id ~ und~ ~is item shall be indN~ual ~ for it.s as listed on the Cabine~/Fum~hin~mi~. Figures s~ule on A1.4, wi~ ~e lump sum being list~ hera and a br~kd~n by Sch~ure it~ numb~ a~. Pri~ to include site pre.ration, manu~ure, shipping and ins~llaflon of all items in ~11 working order. Meth~ of Pa~en~; To be paid 50% u~ delNe~ ~ ~e site, 50% u~n ~fis~ ~111ns~llaflon. ~ ~i~ sh~l ~fi~ ~11 ~n~on ~ ~vidi~ all ~di~t~, la~r, mat~als, ma~re, ~ippi~ ~, t~s, mi~ ~ly ~plete ~e ~ as sh~n on ~e ~ dra~ngs and d~=i~ in ~ spittoon. Inte~: ~e ConVair shall ~o~de all materials and lair ~ instil animal relat~ ~uipment and ~mishin~. E~ Floor~all co~lng I LS Dolla~ ~ethod of Meas~[ei~ent: Per Square F~t. P~ ~ ~dude sits ~epamfion, martials, shipping a~ ins~llaflon ~ ~1 ~e~ ~ Indus~ ~ethod of Pavme~: To be paid a p~n~ge of w~ ~mple~. This pd~ shall ~ns~te ~ll ~mpensa~n f~ pmv~i~ all ~rdina~, a~, ma~ls,~ls, and ~uip~nt n~ ~ ~t~d~ ~mple~ ~e ~fi~n. ntent: The Con.actor ~all provide ~1 materials and lair to instil an epo~ fl~r and wall ~a~ng as referenc~ in ~e ~n~ d~men~. TOTAL O~=' ~L~o~ ~t~ ~ ~OR~ Oollam Cents WRI~N IN WORDS T~al Pay Items ~1 - ~16 NOTE: The Town of Southold reserves the dght to increase, decrease, or sliminate in its entirety any or all items prior to or after award of the bid. I I CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-6 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold NO. (Fill in Unit Pdce Written In Words) QUANT TY BID CONTRACT 'A' - BID ALTERNATES Alt. 1 Walkway Pavers LS Do,ars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface ares for Walkway Pavers measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Walkway Pavers shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal forrn. This price shall constitute full compenesfion for furnishing all labor, materials, tools and equipment necessaPj to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, steel edging, dean-up and protection of work, intent: The Contractor shall install the proposed walkway pavers to the timi~s shown on the Consbucfion Drawings. Alt. 2 Asphalt Shingle Roof LS Reduction for ~L!.k~Jl'*~.Eb RF"~ ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will bo % of work completed. This pdce shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall remove the metal roofing from the job and replace it with If 0 mph/40 year minimum warranty asphalt shingles with undeflayment and ice shield, installed as per manufacturer's directions. This pdce shall constitute full compensation for furnishing all labor, matorisls, tools and equipment necessary to estisfactodly complete the work as described and described in this specification. AIL 3 Stainless steel countertops LS Increase for ~A.L~.) ~ R-~--~ /LS I /o~( '~ O~).O°; ~ O~, 6' O Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necaesary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall remove the laminate countertops from cabinetry located in all animal rooms and animal care service areas. Backsplashes shall be integral to the top. 3/4" plywood underlayment with holes cut for sinks, etc. shall be provided. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satistactorily complete the work as described and described in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-7 TOWN OI~OUTHO, LD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itenrized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Pdce Written in Words) QUANTITY BID AJt. 4 Alternative Acoustic Material - Pyrock LS Increase of C~:dT~ /SF 3000 ]Zl, ( Z~ ~J~, Z~0~. ~5 Dollars Cents Method of ~,~ea~,arement: The quantity to be paid for under this item shall be per square feet as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall censtituto full compensation for furnishing all lab~', materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the confract drawings and described in this specification. Ir~tent: The Contractor shall remove the acoustic coating in the base contract and replace it with Pyrock, Inc. Acoustament 40, 1' thick, white. This will entail an alternate subsfrata approved by the manufacturer (cement board). This pdce shall constitute full compensation for furnishinl; all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. AIL 5 Screened Subangular Stone Pavement LS Increaseof o-~-,u-r~F 5~&~" I,~ I01~~ ~. ~ ~ Dollam Cents ~eSh~d of [,~e&~,,~r&.~e~t: The quantity to be paid for under this item shall be the square feet finished surface area for s~eened subangular :tone pavement areas as measured in place and accepted in accordance with the specifications and drawings. ~lethod of Pavrnent: The quantity of acceptad Subangular Stone pavement areas shall be paid for at the confract unit price par square foot )id ss called for in the proposal form. Including layout, subgrade preparation, filter fabric installation, subangular stone (as specified), edging. :lean-up and protection of work. ntent; The Contractor shall install the proposed subangular stone pavement areas to the grades, lines and limits as shown on the =onstruction Drawings. Alt. 6 Framed gables LS ,norease of /LS q,,¢O0 Cl, 5'00, Dollars Cents Method of Meesurernent; The quantity to be paid for under this item shall be the lump sum cost for replacing masonry gables with standard framed gables as measured in place and accepted in accordance with the speciticotions and drawings. Method of Payment: The quantity of accepted framed gables shall be paid as % of work completed as called for in the proposal form. Additional design work required for the framed gable option will be charged by the design team as a reimbursible expense to the Town of Sou~hold. Framed gable drawings and details will be provided prior to awarding the bid to insure accurate pricing. Intent: The Contractor shall install the proposed framed gable ends rather than masonry gables as shown on original Construction Drawings. The framed gables to include R19 insulation, double sills, inside sheathing of hardi backer board in kennels. 5/8" FRGWB other locations, ~aint or acoustic treatment, exterior sheathing of 1/2" plywood, vapor harder, tiber cement board with 1 x 2 cedar ba tens 2' C.C. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-8 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE I EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Alt. 7 Standard 12" Block Construction with DF_b~.o..~Polymaster Injected Insulation t SF for *'F/-~- bOL~ T~4,~¥¥' FOU.£ /SF Dollars Cents Method of Measurement: Per Square Foot. Price to include site preparation, materials, shipping and installation of all items to industry standards. Method o[ Payment: To be paid a percentage of work completed. This pdce shall constitute full compensation for providing all coordination, labor, materials,tools, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this spedflcation. Intent: The Contractor shall provide all materials and labor to install an 12" block with Polymastar injected insulation fill. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF.9 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL :emzed Proposal for: Town of Southold i"~M DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Option I Crushed Bluestone Walkways LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for crushed bluestone walkways as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Crushed Bluestone Walkway shall be paid for at the conffact unit pdce per square foot bid as celled for in the proposal form. Including tayout, subgrade preparation, filter fabric Installation, crushed bluestone (as specified), edging, dean-up and protection of work. Intent: The Contractor shall instati the proposed crushed bluestone walkway to the grades, lines and timita as shown on the Consb~ction Drawings. Option 2 Pergola LS for F: [FT~ ILS I Dollars Cents Ylethod of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance ~ith the specifications and drawings. ~lethod of Payment: The method of payment will be % of work comptated. ntent: The Contractor shall provide the pergola detailed on A 801. Option 3 Add or Delete Epoxy flooring LS for ~OLL.~)-~% /SE I Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be per square foot, representing either an inc~eaea or dec~ease in ~e base bid amount. ~lethod of Payment: The method of payment will be % of work completed. Intent: The Contractor shaft provide eli materials and labor to install an epoxy floor and wall coating as referenced in the contract documents. Option 4 Delete Clear Masonry Coating LS for I I. / Dollars Cents Method of Measurement: The quantity to he paid for under this item shell be per square foot, representing a de~rease in the base bid Method of Pavroent: The method of payment will be % of work completad. Intsnt: The ¢ontraotor shall provide all materials and labor to install a clear coating on mesonD', both inside and outside. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-10 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold I'rEM DESCRIPTION OF iTEM ESTIMATED UNIT UNiT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Decrease or Increase the length of the kennel Option $ wing by units of 4' In depth by full width of the 4'LF wing' for 7-/.+lP_i-~ T'~o~.~f34Jj3 /4'lfunits I ,- 000 oo Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per unit of 4' by full width of kennel wing (rooms 16, 17). Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, matedais, tools and equipment necessary to satisfactorily complete the work as shown on the con~'act drawings and described in this spedflcaUon. rntunt: The Contractor shall provide all materials and labor to Install a the full architectural details inherent in the cost of extending or reducing he size of the kennel wing. Option 6 Cat Box Furniture LS Dollars Cents Method of Meaeural~,,,,L The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide the cat boxes detailed on A8.2. Option 7 Signs (AI.4 Sign Schedule) LS for I 1 5-O Ic T' /I.S Dollars Ce ~,~,,;.i~d of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance ~vith the specifications and drawings. ~lethad of Payment- The method of payment will be % of work completed. !ntent: The Contractor shall provide signs as identified in sign schedules on Al.4 Option 8 Remove Classroom 12 SF bEbuo_T' f°r 0~' ~T '+~' ° b I~ Eb P O~ Te-~J~SF ~4C) 114,00 OOO. Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per sf of Glassroom 12 removal to include the elimination of doors #4, 05, and #24 and window #11. Window #10 will be moved to end of C2. All MEP will be removed and gable will be maintained on new wall elevation. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensmion for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. D ON NEXT PAGE CONTRACT 'A' - GENERAL PF-I'I TOWN OF~II~OUTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold BID NO. CONTRACT 'A' - GENERAL ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED DID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Option 9 Add/Delete windows or skylights ~ SF Increase/Decrease of /SF J /' '~0 / ~'~ (~* Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square foot cost attributed to windows and skylights as neasured in place and accepted in accordance with the specifications and drawings. Cost to include the replacement of the window with full wall or roof conslruction and finishes. Windows may be identified separately by type and size. ,~ethod of Payment: The quantity of windows and skylights completed or deleted as called for in the proposal form. Intent: The Contractor shall provide pddng for windows on a square foot basis or by individual units spedflcally identified by size and type. CONTRACT 'A' - GENERAL PF-12 SECTION 00300 - PROPOSAL PACKAGE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the ~- ~ day of ~ P~ I I,~ in the year 2007 before me, the undersigned, personally appeared, ,.JOEL IT~.Kotol w,~. , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the insmunent, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. PRISCILLA REILLY No. 52-4670570 00300 Proposal Package 9 of 14 Town of $outhold The signatory of this questionnaire certifies under oath the truth and correcmess of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: Jcel Itzkowitz FIRM NAME: Construction Consultants LI, Inc. X A Corporation A Partnership or Entity An Individual PRINCIPAL OFFICE: 36 East 2nd Street Riverhead, NY 11901 PRINCIPAL OFFICERS: TITLE NAIVlB President Joel Itzkowitz BACKGROUND ADDRESS PROFESSION/TRADE 1345 Bridle Ira., Cutchogue,NY 11935 Construction 1. How many years has your organization been in business under its present business name? 20 years 2. You normally perform what percent of the work with your own forces? List trades that you organization normally performs below: General Construction 10 % 3. Have you ever failed to complete any work awarded to you? no . If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. NO 00310 Has your firm requested arbin:ation or filed any lawsuits With regard to construction contracts within the last five years? If yes, please provide details. 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion R1L Bldg. 930 Brookhaven lab 344-5854 same $750,000 SC Jail SCDPW, 852--4243 Bladykas Erg, 516-433-2111, $598,000 South Famingdale Fire District, H2N, 516-249-8898, $2,568,000 75% Cutchogue New Suffolk Library, N~mschich Silverrun, 737-7007, $2,250,000 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Proj eot Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work SCDPWCourts 852-4243 $1,185,000. 1/06 SCDPW Timber Point 852-4243 Ward Assoc.563-4800 $1,857,000 1/06 Baldwin UFSD 516-377-9312 It2M 756-8000 $745,000 11/06 Town of Huntington Nelson Park 351-3000 $259,000 ~0/06 Huntington Manor Fire District 427-1629 Frank GReif 271-4432 $250,000 8/05 00310 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Individual's Name Present Type of Work Position Years of For Which In What Of Office Experience Responsible Capacity Joel Itzko~itz President 40 Ail Eric Baumack Project lqanager 15 General Construction Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: State Bank of L.I. 234 Route 25A Setauket, NY 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? 00310 SECTION 00310 - BIDDER'S QUALIFICATION STATEMENT 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF NEW YORK COUNTY OF SUFFOLK ,,/O~-l.- ] FZKoa) t~Z~ being duly sworn deposes and says that he is the ~°,~SlbEN~ of Co~L~rR~artos3 ('~5tCCT,4OrScoiftractorandthat answers to the foregoing questions and all statements therein contained are tree and correct. Sworn to before me this '~ day of flfi£~, 2007 Notary Public ~'~/~, ~~~ Commission Expiration Date: PRISCILLA R£1LL¥ No. 52.4670570 00310 CONSTRUCTION CONSULTANTS/L.I. INC. REPORT ON REVIEW OF FINANCIAL STATEMENTS FOR THE YEAR ENDED DECEMBER 31, 2006 Fuller Lowenberg & Co., CPAs, P.C. ~onstruction ConsultantsfL.I. Inc. Report on Review of F/nancial Statements For the Year Ended December 31, 2006 CONTENTS FINANCIAL STATEMENTS: Accountants' Review Report Balance Sheet Statement of Income and Retained Earnings Statement of Cash Flows NOTES TO FINANCIAL STATEMENTS PAGE 1 2 3 4 5-8 Fuller Lowenberg & Co., CPAs, P.C. 200 MOTOR PARKWAy. SUITE D-24 · HAUPPAUGE, NY 11788 TEL. {631) 499-7900 * F.&,X {6311 499-1597 E-/~4.IL: M-4IL@FLCPAS.COM February 16, 2007 Stockholders Construction Consultants/L.I. Inc. Riverhead, New York We have reviewed the accompanying balance sheet of Construction Consultants/L.I. Inc. (an "S" corporation) as of December 31, 2006 and the related statements of income and retained earnings and cash flows for the year then ended in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. All information included in these financial statements is the representation of the management of Construction Consultants/L.I. Inc. A review consists principally of inquiries of Company personnel and analytical procedures applied to financial data. It is substantially less in scope than an audit in accordance with generally accepted auditing standards, the objective of which is the expression of an opinion regarding the financial statements taken as a whole. Accordingly, we do not express such an opinion. Based on o~r review, we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with generally accepted accounting principles. Construction Consultants/L.I. Inc. Balance Sheet ~ December3I 2006 ASSETS CURRENT ASSETS Cash Contract Receivables Costs and Estimated Earnings in Excess of Billings on Contracts in Progress Prepaid Expenses and Other Current Assets TOTAL CURRENT ASSETS EQUIPMENT AND VEHICLES, net OTHER ASSETS: Goodwill TOTAL ASSETS LIABILITIES AND STOCKHOLDER,S E~.Q~Ull,y CUP, KENT LIABILITIES: Note Payable - Bank Current Portion of Long-Term Debt Accounts Payable and Accrued Expenses Payroll Taxes Payable Billings in Excess of Costs and Estimated Earnings on Contracts in Progress Loan Payable - Stockholder TOTAL CURRENT LIAB~ITIES LONG-TERM DEBT TOTAL LIABILITIES STOCKHOLDER,S EQUITY: Common Stock Additional Paid-in-Capital Retained Earnings TOTAL STOCKHOLDER,S EQUITY TOTAL LIAB~ITIES AND STOCKHOLDER,S EQUITY See accountants, review report and notes to financial statements $ 35,394 1,252,587 120,570 __ 53,288 1,461,839 82,798 lO,0o $ 100,000 18,426 753,469 1,861 55,379 ~ 9,023 938,158 __ 49,71~77 _.___9987,875 5,000 20,000 541,762 ~566,762 $ 1,554,637 ,! Construction Consultants/L.I. Inc. Statement of Income and Retained Earnings _For the Year Ende__dd December 31,2.006 EARNINGS FROM CONSTRUCTION CONTACTS: Contract Revenues Contract Costs GROSS PROFIT GENERAL AND ADMINISTRATIVE EXPENSES INCOME FROM OPERATIONS OTHER INCOME: Interest and Dividend Income NET INCOME RETAINED EARNINGS _ January 1, 2006 $ 3,938,605 ~3,443,368 495,237 454,390 40,847 _ 3,737 44,584 _ 514,878 LESS: DISTR-[BUTIONS TO STOCKHOLDER RETAINED EARNINGS. December 31, 2006 559,462 __ 17,700 $ 541,762 See accountants' review report and notes to financial statements Construction Consultants/L.I. Inc. Statement of Cash Flows ...For the Year Ended December 3 I, 2006 CASH FLOWS FROM OPERATING ACTWITIES: Reconciliation of Net Income to Net Cash Utilized by Operating Activities: Net Income Adjustments to Reconcile Net Income to Net Cash Provided by Operating Activities: Depreciation Changes in Operating Assets and Liabilities Decrease in Contract Receivables Increase in Costs and Estimated Earnings in Excess of Billings on Contracts in Progress Increase in Prepaid Expenses Decrease in Accounts Payable Increase in Payroll Taxes Payable Decrease in Billings in Excess of Costs and Estimated Earnings on Contracts in Progress NET CASH UTILIZED BY OPERATING ACTIVITIES CASH FLOWS FROM INVESTING ACTIVITIES: Acquisition of Equipment and Vehicle NET CASH UTILIZED BY INVESTING ACTIVITIES CASH FLOWS FROM FINANCING ACTIVITIES: Proceeds fi:om Issuance of Short-Term Debt Proceeds fi:om Issuance of Long-Term Debt Increase in Loan Payable - Stockholder Principal Payments of Long-Term Debt Distributions to Stockholder NET CASH PROVIDED BY FINANCING ACTMTIES NET/NCP,_EASE IN CASH CASH - January 1, 2006 CASH - December 31, 2006 Supplementary disclosure of cash flow information: Cash paid during the year for: Income Taxes Interest See accountants' review report and notes to financial statements -4- $ 44,584 24,194 80,237 (81,068) (18,669) (67,600) 480 (31,413) (49,255) (62,851) (62,85I) 100,000 46,090 2,767 (17,734) -., (17,700) 113,423 1,317 34,077 $ 35,394 $ 100 $ 6,097 I I I I I I I I I i I I I I I I Construction Consultants/L.I. Inc. Notes to Financial Statements For the Year Ended December 31, 2006 (See accountants' review report) 1. Sianificant Accountina Policies .Description of Business Construction Consultants/L.I. Inc. (the "Company") is engaged in the construction indus~y, concentrating in general contractit~g and construction management activities. Thc Company was incorporated on April 8 , 1987 in the State of New York and conducts business primarily in Nassau and Suffolk County. Accounting Basis for Recorc[ing Incom. The Company records profits or losses on its contracts using the percentage of completion method of accounting. Under this method, the portion of the total con~act price is reported as earned based on the percentage of costs incurred to total estimated costs. Contract costs include all direct materials and subcontract costs and those indirect costs related to contract performance including officer's salary. All general and administrative costs are charged to operations as incurred. If an ultimate loss is projected on a contract, the entire loss is recorded at the time it becomes known. Extra work orders are included in revenues when realization is probable and can easily be estimated. Revisions in costs and earnings or loss estimates during the course of work are reflected during the accounting period in which the changes become known. Revenues recognized in excess of mounts billed are classified as current assets under "costs and estimated earnings in excess of billings on contracts in progress". Amounts received fi:om or billed to customers in excess of revenues recognized to date are classified as current liabilities under "billings in excess of costs and estimated earnings on contracts in progress". Equipment and vehicles are being depreciated under both straightqine and accelerated methods over the applicable lives of the assets, which range fi-om 5 to 7 years. d. Advertisin~ The Company charges advertising costs to operations as incurred. e. Income Taxes The corporation reports income using the percentage of completion method of accounting for financial statement purposes and the cash method of accounting for tax purposes. No provision for income faxes has been included for federal and state tax purposes as the corporation has elected to be treated as a Sub-Chapter "S" Corporation under existing Federal and New York State tax laws. Accordingly, the income of the Company is taxed directly to the stockholder. -5- Construction Consultants/L.I. Inc. Notes to Financial Statements For the Year Ended December 31, 2006 (See accountants' review report) f. Use of Estimates The preparation of financial statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect the reported mount of assets and liabilities and disclosure of contingent assets and liabilities at the date of the fmanciaI statements and the reported amount of revenues and expenses during the reporting period. These estimates as they pertain to long-term construction contracts can be significant. Actual results could differ from those estimates. 2. Contract Receivables Contract receivables consist of the following as of December 31, 2006: Contracts in Progress $1,148,849 Retainage 103,738 The Company provides for bad debts by analyzing specific receivables that management believes will not be collected. In determining the bad debts, management considers historical credit losses, the past due status of receivables, payment history and other customer-specific information. _Costs and Estimatad Earnings on Contracts in Progress Costs and estimated earnings on contracts in progress as of December 31, 2006, consist of the following: Costs incurred on contracts in progress Estimated earnings to date Value of work performed Less: Billings to date Under (Over) Billings 4. E ui mentandVehicles Costs and Estimated Earnings in Excess of Billings on Contracts In Progress Billings in Excess of Costs and Estimated Earnings on Contracts In Progress Totsl $1,837,589 $ 116,439 $1,954,028 154.048 II,882 165,930 1,991,637 128,321 2, II9,958 1,871,067 183,700 .2,054,767 ~ ~ (55,37?) ~ 65,191 Equipment and vehicles consist of the following as of December 31, 2006: Equipment $ 28,380 Vehicles 143,489 Office Equipment 63,927 235,796 Less: Accumulated Depreciation 152,998 Depreciation expense charged to operations for the year ended December 31, 2006 amounted to $24,194. -6- OConstruetlon Consultants/L.I. Inc. Notes to Financial Statements For the Year Ended December 31, 2006 (See accountants' review report) 5. Note Payable Note payable - bank in the orighaal amount of $500,000 (as of December 31, 2006, $100,000 was outstanding against this note) represents a revolving credit line from a fmancial institution. The note bears interest at prime rate plus two percent (prime rate at December 31, 2006 was 8.25%). 6. Long-Term Debt Long-term debt as of December 31, 2006 consists of the following: Vehicle loan, payable in sixty equal monthly installments of $ 792 including interest at 5.90% through October 2007. $ 7,713 Vehicle loan, payable in sixty equal monthly installments of $ 591 including interest at 5.94% through August 2009. 17,442 Vehicle loan, payable in thirty-me equal monthly installments of $ 635 including interest at 7.65% through August 2009 plus one final balloon payment at the end of the term. Less: Current portion 42,988 68,143 18,426 49.717 Minimum annual maturities are as follows: Year Ending December 31, 20O7 $18,426 2008 11,448 2009 38,269 $ 68.143 7. Backlog Management estimates the following reconciliation of backlog representing signed contracts as of December 31, 2006: Balance - January 1, 2006 Add: New Contracts and Adjustments Less: Contract Revenues Earned Balance - December 31, 2006 $ 477,780 6,087,892 6,565,672 3,938,605 $ 2.627.067 -7- I Construction Consultants/L.I. Inc. Notes to Financial Statements For the Year Ended December 31,200~ (See accountants' review report) 8. Commitments and Contingencies ~Leases. In April 2003, the Company entered into a lease agreement with'an entity that is under common ownership and control. In May of 2005, an additional tenant began occupying a percentage of the office space thus reducing the monthly lease requirement of $2,500 down to $1,700. .Concentration of Credit 1~ The Company maintains its bank accounts in several financial institutions. At various times throughout the year, the Company's balances exceeded $100,000 at which times such excess funds were uninsured by the Federal Deposit Insurance Corporation. Management does not believe that it is exposed to any significant credit risk on uninsured amounts. Management has offered a key employee the right to purchase up to 10% of the common stock of the Company over a set period of time. It is anticipated that the agreement will be executed in 2007. -8- CONTRACT AGREEMENT THIS AGREEMENT made this .day of AD Two Thousand and Seven by and between the Town of Southoid, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work of constructing the SOUTHOLD TOWN ANIMAL SHELTER AS DESCRIBED IN THE Contract Documents made and prepared by the Town of Southold, Design Learned, Inc., Studio a/b and Isla Engineering and as set forth in the Contractor's Bid dated prior to or on Thursday March 22, 2007, 10 AM, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract Documents in the manner and under the conditions therein provided. THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. 00325 SECTION 00325 - CONTRACT AGREEMENT Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any momes due or to become due without the prior written consent of the Owner. Owner and Contractor each binds himself, his parmers, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. Total Bid Dollars Written in Words $ Written in Figures TOWN OF SOUTHOLD CONTRACTOR BY Southold Official BY TITLE BY Town Attorney (CORPORATE SEAL) 00325 SECTION 00325 - CONTRACT AGREEMENT ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the day of in the year 2007 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC 00325 ENDOR NAME: Roland's Electric, Inc. VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. x PARTNERSHIP FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: 1967 IF APPLICABLE: DATE FILED: STATE FILED: New York If a non-publicly owned Corporation: CORPORATION NAME: Roland' s Electric, Inc. LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) Stephen Cadieux Roland Cadieux LIST OFFICERS AND DIRECTORS: NAME Stephen Cadieux INDIVIDUAL TITLE President Robert M. Mauchan Vice President Lisa D. Kilthau Roland Cadieux Secretary/Treasurer CEO If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: 00300 Proposal Package 3 of 14 Town of Southold New Town of Southold Animal Shelter BID OPENS: March 22, 2007 REMINDER NOTE! !!: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package! ! ! Thank you! 00300 Proposal Package 1 of 14 BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the succeSsful bidder after award of the contract. 00300 Proposal Package 2 of 14 ~CTION 00300 - PROPOSAL PACKAGE MAIL BID TO: VENDOR NAME: ADDRESS: ADDRESS RECORD FORM Roland's Electri% Inc 307 Suburban Ave. CONTACT: Deer park, NY 11729 Stephen Cadieux TELEPHONE: 631~242~8080 E-MAIL: www, rolandselectric.com ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: ONLY if different - MAIL PAYMENT TO: ADDRESS: E-MAIL: TELEPHONE: CONTACT: FAX: E-MAIL: 00300 Proposal Package 4 of 14 S~TION 00300 - PROPOSAL PACKA~ AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the fmal decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other fnYn or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any finn or person to refrain fi.om bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 15. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain fi.om bidding or to submit a complementary bid on this project. fi. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my fn-m's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. ~.~--~' "~ SWORN TO BEFORE ME TInS Signatare & Company Position Stephen Cadieux, President iqDTA~Y: ~ _DAY~ 5~20~ Roland's Electric, Inc. Company Name UB 4/05/07 Date Signed 11-2140763 Federal I.D. Number 00300 Proposal Package 6 of 14 ~CTION 00300 - PROPOSAL PACKA~ PROPOSAL FORM TOWN OF SOUTHOLD ANIMAL SHELTER VENDOR NAME: Rolaad's E%ectric, Inc, VENDOR ADDRESS: 307 Suburban Ave. Deer Park, NY 11729 TELEPHONE NUMBER: 631-242-8080 FAX: 631-242-6392 The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated 1 3/12/07 2 3/19/07 3 3/21/07 4 3/27/07 00300 Proposal Package 7 of 14 S~TION 00300 - PROPOSAL PACKA~ Project Requirements/Bidding Guidelines New York law dictates that bidding by contractors for public projects exceeding a total cost of $50,000 requires a multiple prime contracts as described by Wick's Law. Lump sum pricing will be provided by discipline specific contractors in accordance with MEP and civil engineering scopes described below as separate "contracts". The Town of Southold will be responsible for assembling individual contracts with contractors to whom the project has been awarded. The lump sum price bids under ALL Payment Items shall include supervision and management, on- going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements, and shall comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. NOTE: THE TOWN OF SOUTHOLD RESERVES THE RIGHT TO INCREASE, DECREASE, OR ELIMINATE IN ITS ENTIRETY ANY OR ALL ITEMS PRIOR TO OR AFTER AWARD OF THE BID. 00300 Proposal Package 8 of 14 ~TION 00300 - PROPOSAL PACK~E VENDOR NAME: Roland's Electric, Inc. ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; ifa partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: [] Insurance Certificate as requested is attached [-~ I certify that I can supply insurance as specified if awarded the bid [~ Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. J AUTHORiZED SIGNATURE Stephen Cadiex, President 00300 Proposal Package 5 of 14 S~TION 00300 - PROPOSAL PACKA~ ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the 5 -th .day of April in the year 2007 before me, the undersigned, personally appeared, glropbon C~,~,~,,,~ , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instmmem, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. 00300 Proposal Package 9 of 14 Town of Southold The signatory of this questionnaire certifies under oath the troth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: Stephen Cadieux FIRMNAME: Roland's Electric, Inc. A Corporation A Partnership or Entity An Individual PRINCIPAL OFFICE: '~f17 ~h~rh~n l~r~_: B~r Park, NY 1177q PRINCIPAL OFFICERS: TITLE NAME ADDRESS President Stephen Cadieux Vice President Robert Mauchan Secretary/Treasurer Lisa D. Kilthau CEO Roland Cadieux BACKGROUND PROFESSION/TRADE Grove St. Lindenhurst, NY Peter Paul Drive, W. Islip NY Jareds Path, Brookhaven, NY Grove St. Lindenhurst, NY 1. How many years has your organization been in business under its present business name? 54 Years 2. You normally perform what percent of the work with your own forces? 99 % List trades that you organization normally performs below: Electrical 3. Have you ever failed to complete any work awarded to you? No . If so, note where and why. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. No 00310 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. No 6. List the major construction projects your organization has underway at this date: Name off Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion See Attached 7. List five major projects you organization has completed in the past five years: Name off Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work See Attached 00310 List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Individual's Name Present Type of Work Position Years of For Which In What Of Office Experience Responsible Capacity See Attached 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? Ye s 10. Bank References: See Attached 11. Trade Association Membership: See Attached 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? what was the outcome of the investigation? No 00310 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF NEW YORK COUNTY OF SUFFOLK Stephen Cadieux being duly swom deposes and says that he is the pro~-h4onr of ~ol~ncl*~ ~loo~-rlt-; Tho contractor and that answers to the foregoing questions and all statements therein contained are tree and correct. ~gnamre of person who s~gned b~d) Stephen Cad±eux, Pres~_dent Sworn to be~re~e this ~~, 2007 Notary Publi~z/~ ( /~0~/~ 00310 TOWN OF~UTHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL* Itemized Proposal for: Town of Southold ITEM\ DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. '~ ~ (Fill in Unit Price Written in Words) QUANTITY BID 1 ~ General Conditions and Mobilizations 1 LS fo ILS ~ Dollars Cents Method of M~ bid shalh~clude supervision and management, on-going project-related expenses, insurances, bonding, labor, materials,~quipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requireme~ts set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract an~,~emobilize from the construction site upon successful completion of the project. Method of Pavment: Payment f~this item will be made in three (3) payments; a. Fifty Percent (50%) upon com~te mobilization to the site. b. Twenty Five Percent (25%) upoh,,tsecond partial payment request. c. Twenty Five Percent (25%) upon ~cessful completion and acceptance of the project. ~ntant: This bid item shall facilitate requirei~nts of Division 01000 of the specification and construction operations. 2A Site Demolition - A~"A" 1 LS for ~ ILS Dollars Cents~. Method of Measureme~ity tobe paid for un, er this item shall be lump sum for the Site Demolition (including Clearing/Grubbing and Removals) within Area "A" as defined on the Confract B~wings and accepted in accordance with the specifications. \ Method of Pavment: Th~ite Demolition~ncluding Clearing/Grubbing and Removals) shall be measured and paid for a the contract unit price p~iled for in the propo~l form. This pdce shall constitute full compensation for furnishing all labor, rnatadals, tools and aquae satisfactorily complete~t~e work as shown on the contract drawings and described in this specification. Including ca~~f ~ fencing, mainten~ce and protection of traffic, removals of trees, brush, root mat, saw cutting, pavements, all it~ed construction in Ay "A" (as defined by the Contract Drawings), dabfis removal from site clean-up, construction layout and sawcotting. \ IntenEhe Contractor chang itams as requira'~for installation of the proposed items in Area "A" as s,hown on the Constructi~olted access to the~te with maintenance and protection of traffic and edestdans during the entire length of construction. 2B Site Demolition - Area "B" I I~ for. _ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the ~l~e Demolition (including Clearing/Grubbing and Removals)within Area "B" as defined on the Contract Drawings and accepted in accordance ~i~t~the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Rern'~als) shall be measured and paid for a ~he contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full ~mpensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract dra~gs and described in this specification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals ~t~trees, brush, mot mat, saw :utting, pavements, all items in conflict with proposed construction in Area "B" (as defined by the Contract Drav~gs), debris removal from site :lean-up, construction layout and sawcutting. Inten['he Contractor shall remove and dispose of ali existing items as required for installation of the proposed items ir~rea "B" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection o'l~affic and 3edestrians during the entire length of construction. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-I TOWN OF ~JTHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold I DESCRIPTION OF ITEM I ESTIMATED I UNIT I UNIT PRICE I EXTENDED BID AMOUNT '!' (Fill in Unit Price Written in Words) QUANTITY BID 6 ~ Reinforced Concrete Sidewalk 3,700 SF _ /SF Dollars Cents Method of Measurem"~nt: The quantity to be paid for under this item shall be the square feet finished surface area for 4" thick reinforced concrete sidewalk meas~,~ in place and accepted in accordance with the specifications and drawings. Method of Payment: The qua~ty of accepted concrete sidewalk shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form:X~his price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete't~e work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, reinf~cement (6x6 wire mesh), edging, broom finish, the installation of tactile panels, clean-up and protection of work. ~ Intent: The Contractor shall ins~lt ~e 4" thic~infomed concrete sidewalk to the limits shown on the Construction Drawings. 7 6" Reinforced Concrete S~ 700 SF for S_~.~ % Dollars Method of Measurement: The quanfity to be paid for under this'Item shall be the square feet finished surface area for 6" reinforced concrete slabs measured in place and accepted in accordance with the speci~ons and drawings, Method of Payment: The quantity of accepted 6" thick reinforced concret~slabs shall be measured and paid for at the contract unit pdce per square foot bid as called for in the proposal form. This price shall constitute I~ compensation for furnishing all labor, materials, tools and equipment necessary to safisfactodly complete the work as shown on the contrite, drawings and described in this specification. Including layout, subgrade preparation, earthwork, formwork, edging, specified finish, steer r~orcement (as specified), clean-up and protection of work Intent: The Contractor shall install the proposed concrete slabs to the limits shown on %onstruction Drawings. 6" Recycled Concrete Aggregate ~ 8 Subbase Material (Type I NYSDOT) 13,000 SF for /SF Dollars Cents \ Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface a"l~ for 6" recycled concrete aggregate subbase material measured in place and accepted in accordance with the specifications and drawing~ ~ Method of Payment: The quantity of accepted 6" recycled concrete aggregate subbase matedal (Type I NYSDOT) sha'l~e paid for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furr~,$,~ing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described~ this specification. Including survey layout, s~ygrade preparation, placement, compaction, flnegrading, clean-uP and p~rote,ction., of w~or% Intent: The Contractor shall install the 6 recycled concrete aggregate subbase layer to the limits shown on the Construction Drawings'~. CONTINUED ON NEXT PAGE CONTRACT'A'-GENERAL PF-3 TOWN OF~UTHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL' Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM ESTIMATED UNIT PRICE BID AMOUNT (Fill in Unit Price Written in Words) QUANTITY BID t2 ~ ~ Proposed 3' High White Vinyl Picket Fence 200 LF ~ ~/LF '~. Dollars Cents Method of Measureme~t: The quantity to be paid for under this item shall be the number of lineal feet of 3' high white vinyl picket fencing installed as measured an~.~cepted in accordance with the specifications and drawings. Basis of Payment: The quantit~f accepted 3' high white vinyl picket fencing shall be paid for at the contract unit price per linear foot bid as called for in the proposal form. Thi~,p~rice shatl constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as ~wn on the contract drawings and described in this specification. Including earthwork, layout, fence materials (posts and fence sections), foofl~, hardware, gates, cleanup and protection of work. intent: The Contractor shall install the proposc~' high white vinyl picket fencing as required by the specifications and as shown on the Construction Drawings. ~ 13 Animal Shelter Building Constru"~on I LS for /L~ Dollars Cents Method of Measurement: The quantity to be paid for under this ifam~all be lump sum for the building construction, including foundation, slabs, wall and roof construction, doom, windows, ceilings, cabinetry, fini~s, equipment and other items not listed as separate line items accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted work shall be measured and paid'f~ at the contract as a percentage of work completed per subcategory item. This price shall constitute full compensation for furnishing all labol~]aterials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in thi~ecification. Infant: The Contractor shall perform all necessary work in compliance with the drawings an~ifications. t4 Animal Shelter Kennel Units 1 LS for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the coordination, prepa'l~on, manufacture and installation of kennel caging, identified as items 1 and 2 under the furniture fixture schedule. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This price shall const~ full compensation for furnishing all coordination, labor, materials, manufacture, shipping costs, tools and equipment necessary to sa~actorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install indoor and outdoor kennel runs provided as part of the building. CONTINUED ON NEXT PAGE CONTRACT'A=-GENERAL PF-5 TOWN OF ~JTHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM ESTIMATED UNIT PRICE EXTENDED BID AMOUNT (Fill in Unit Price Written in Words) QUANTITY BID CONT~T 'A' - BID ALTERNATES Alt. 1 ~ Walkway Paver~ SF for_.~.. __ _ /SF 'N. Dollars Cents Method of Measurement:'~Tk.he quantity to be paid for under this item shall be the square feet finished surface area for Walkway Pavem 'neasured in place and accep~n accordance with the specifications and drawings. Method of Pavment: The quantity'lsd, accepted Walkway Pavers shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form. Thi~,,p~rice shall constitute full compensation for furnishing all Jabor, matedals, tools and equipment ~ecessary to satisfactorily complete the ~ as shown on the contract drawings and described in this specification. Including layout, ~ubgrade preparation, earthwork, steel edgi~clean-up and protection of work. ntent: The Contractor shall install the proposed '~kway pavers to the limits shown on the Construction Drawings. Alt. 2 Asphalt Shingle Roof ~ LS Reduction for Dollars Cents Method of Measurement: The quantity to be paid for under this item'~all be a lump sum as measured fram the drawings and accepted in accordance with the specifications and drawings. ~ Method of Payment: The method of payment will be % of work completed. Tl~price shall constitute full compensation for furnishing all abor, materials, foundation, tools and equipment necessary to satisfactorily comp'~ the work as shown on the contract drawings and ~escrlbed in this specification. ~ Intent: The Contractor shall remove the metal roofing from the job and raplace it with 110~ph/40 year minimum warranty asphalt shingles /vith undedayment and ice shield, installed as per manufacturer's directions. This pdce shall ~,,?stitute full compensation for furnishing all abor, materials, tools and equipment necessary to satisfactod[y cemplete the work as describe~ described in this specification. Alt. 3 Stainless steel countertops LS ~ Increase for ILS ~ Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the dr~h~gs and accepted in accordance with the specifications and drawings. ~ Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for fu~shing all abor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawin~,,~nd :lescribed in this specification. '~ Intent: The Contractor shall remove the laminate ceuntertops from cabinetry located in all animal rooms and animal care service areas. ~ ~acksplashes shall be integral to the top. 3/4" plywood underlayment with holes cut for sinks, etc. shall be provided. This price shall constitb~, =ull compensation fqr furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and :lescribed in this specification. CONTINUED ON NEXT PAGE ~ONTRACT'A'-GENERAL PF-7 TOWN OF~UTHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL' Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM ESTIMATED UNIT PRICE EXTENDED BID AMOUNT (Fill in Unit Price Written in Words) QUANTITY BID Option~ Crushed Bluestone Walkways SF . /SF Dollars Cents Method of Measur~ent: The quanfity to be paid for under this item shall be the square feet finished surface area for crushed bluestone walkways as measure~,j~place and accepted in accordance with the specifications and drawings. Method of Payment: The ~j,,antity of accepted Crushed Bluestone Walkway shall be paid for at the contract unit price per square foot bid as ~alled for in the proposal form.~lncluding layout, subgrade preparation, filter fabric installation, crushed bluestone (as specified), edging, ctean-up and protection of work~ Inten.t: The Contractor shall install th~l~reposed crushed bluestone walkway to the grades, lines and limits as shown on the Construction Drawings. Option 2 Pergola ~ LS for~___/LS Dollars Cents ~ Method of Measurement: The quantity to be paid for uno. this item shall be a lump sum as measured in place and accepted in accordance ~th the specifications and drawings. Method of Payment: The method of payment will be % of work c~pleted. Intent: The Contractor shall provide the pergola detailed on A 80~1~ ~ Option 3 Add or Delete Epoxy flooring ~ SF for /SF Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be per square t~, representing either an increase or decrease in :he base bid amount. ~lethod of Payment: The method of payment will be % of work completed. ntent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating ~ferenced in the contract documents. Option 4 Delete Clear Masonry Coating SF for ./SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing a decrease il'~he base bid amount. Method of Pavment: The method of payment will be % of work completed. Intent: The Contractor shall provide all materials and labor to install a clear coating on masonry, both inside and out~d~ CONTINUED ON NEXT PAGE CONTRACT'A'-GENERAL PF-9 TOWN OF ~ITHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold I ~-~ I DESC.,PT~ON OF ITEM I EST,MATED UNITI UNiT PRICE I EXTENDED B,D AMOUNT I (Fill in Unit Price Written in Words) QUANT TY BID Option 9 Ad__skylights SF Increase/Decrease of ~ /SF Dollars Cents ~ ~lethod of Measurement: The quantity to be paid for under this item s~rmiLl~he square foot cost attributed to windows and skylights as measured in place and accepted in accordance with the specifications and draw~ to include the replacement of the window with full Nail or roof construction and finishes. Windows may be identified separ~yP~ and ~. Method of Pavment: The quantity of windows and skylights complet~~led for in the Intent: The Contractor shall provide pricing for windows on a square ~dentifled by s~z~ CONTRACT 'A' - GENERAL PF-11 TOWN OF~UTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'B' - HVAC Itemized Proposal for: Town of Southold I ITeM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT i NO~ (Fill in Unit Price Written in Words) QUANTITY BID 1 ~General Conditions and Mobilizations I LS for ~ ILS ~:)ollars Cents Method of Measurement.~T. he amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, abor, matarials, equipment, a~incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the [eneral requirements set forth uf~d~r Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the ,,ontract and demobilize from the co'l~l~on site upon successful completion of the project. lllethod of Pavment: Payment for this ite~ill be made in three (3) payments; a. Fifty Percent (50%) upon complete mobrlic~tion to the site. b. Twenty Five Percent (25%) upon second pa~l payment request. c. Twenty Five Percent (25%) upon successful co~etion and acceptance of the project. Intent: This bid item shall facilitate requirements of Divisi~,000 of the specification and construction operations. 2 Heating & Cooling Systems (complete) ~1 LS for /LS Dollars Cents ,, tllethod of Measurement: The quantity to be paid for under this item shall be lump~m for the Heating & Cooling System installed and accepted in accordance with the specifications and drawings. tllethod of Pavment: The accepted Heating & Cooling System shall be measured and paid r"Or,.at the contract unit price per lump sum bid as ~alted for in the proposal form. This pdce shall constitute full compensation for furnisW~ng all labo~aterials, tools and equipment necessary to satisfactorily comptste the work as shown on the contract drawings and described in tiffs specificatio%~.lncluding the air handlers (AH), condenser units (CU), unit heaters, all ductwork to and from units, boilers, heating hot water supply and return line~efrigerant lines, piping, connections, ,setting, testing, balancing, and controls. Intent: The Confractor shall furnish and install the heating and cooling systems complete as specified and showi~he drawings. TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items # 1 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award cf the bid. CONTRACT 'B' - H.V.A.C. PF-12 TOWN OF ~UTHOLD ANIMAL SHELTEI~CONSTRUCTION BID NO. CONTRACT 'C' - PLUMBING Itemized Proposal for: Town of Southold ?~.M DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT · (Fill itl unit Price Written in Words~ QUANTITY BID 1 ~ General Conditions and Mobilizations 1 LS _ ILS Dollars Cents Method of Measur~ent: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materi'a~, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requireh~nts set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract ~ demobilize from the construction site upon successful completion of the project. \ Method of Pavmsnt: Payment ~e~.r this item will be made in three (3) payments; a. Fifty Percent (50%) upon comets mobilization to the site. b. Twenty Five Percent (25%) upon~,.econd partial payment request. c. Twenty Five Percent (25%) upon s~essful completion and acceptance of the project. Intent: This bid item shall facilitate requirem~.~ of Division 01000 of the specification and construction operations. \ 2 Building Plumbing ~ 1 LS for __ __ _~S Dollars Cents Method of Measurement: The quantity to be paid for under this itek. shall be lump sum for the Building Plumbing installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Plumbing shall be measured ~ paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishin{~ll labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and descdbe~l~n this specification. Including supply lines, waterline insulation, waste lines, connection to septic line, all proposed plumbing fixtures, ven~iping, inspections, water heater, feed to boilers, mixing valves and hose bibs. Intent: The Contractor shall furnish and install the Building Plumbing as specified and sho~n the drawings. Proposed 8" Water Service & Site Restoration 3 (includes Hydrant) I LF for /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be linear foot unit price for the Prop~d V~ater Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Water Service shall be measured and paid for at the contract u~Y~ price.~.!inear foot bid as called for in the proposal form. This price shell constitute fu~l compensation for furnishing all labor, materials, tool~ an(~ ~qb~ent necessary t¢ satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, s'l~ and specified road restoration, pipe installation, hydrant installation, valves, testing, inspection and disinfecting. All fees to SCW~ shall be pai ,~r~cfiy by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrede elevafions as shown on constrb~on drawings. Intent: The Contractor shall furnish and install the Proposed Water Service complete from Route 25 (Main Road) to the Building as specie, shown on the drawings and to the approval of the SCWA and SCDHS. CONTINUED ON NEXTPAGE CONTRACT 'Cl - PLUMBING PF-13 TOWN OF~)UTHOLD BID NO. ANIMAL SHELTER'CONSTRUCTION CONTRACT 'C' - PLUMBING- Itemized Proposal for: Town of Southold ITEM' ~"---~-D.~IPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. rFill in Unit~en in Words} QUANTITY B~D TOTAL ~ Dollars Cents '~'-.~. WRITTEN IN WORDS Total all Pay Items # 1-# 6 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items pdor to or after award of the bid. CONTRACT 'C' - PLUMBING PF-15 ANIMAL SHELTI UCTION BID NO. CONTRACT 'D' - ELECTRICAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO, (Fill in Unit Price Written in Words) QUANTITY BID I General Conditions and Mobilizations I LS oo/ o for Eight Thousand Do] lar~ and/LS $8,000.00 Dollars Cents Method of Measurement: The amount bid shall include supervision and management, on-going project-ralated expenses, ~nsurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Pement (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Pement (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2 Temporary Electric Service 1 LS 00/I00 forTen Thousand Dollars and ILS $10,000.00 Dollars Cents IMethod of Measurement: The quantity to be paid for under this item shall be a lump sum for the Temporary Electric Service installed and ~ccepted in accordance with the specifications and drawings. IMethod of Pavment: The accepted Temporary Electric Service shall be paid for at the contract unit price per lump sum bid as called for in the )roposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily ;omplete the work as shown on the contract drawings and described in this specification. Including connections to existing animal shelter service, 100 amp temporary service, frame, minimum of (4) four 20 amp cimuits into the building for contractors use, removal of temporary service when required and maintenance of system during construction, ~ayment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Pement (25%) upon second partia[ payment request. c. Twenty Five Percent (25%) upon removal of the temporary service. ~ntent: The Contractor shall furnish and maintain temporary 200 amp electhc service for use by all trades during construction. The service shall be operational within 30 days from the full execution of Contract 3 Building Electric & Communications I LS Two Hundred N~nety Thousand foSeven Hundred Dollars and /LS $290,700.00 Dollars Cents 00/100 Method of Measurement: The quantity to be paid for under this item shal[ be lump sum for the Building Electric & Communications installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Electric & Communications shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment ~ecessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including circuits, =onnection to proposed equipment and mechanicals, phone line homeruns, computer line homeruns, lighting, and controls. Intent: The Contractor shall furnish a complete and approved Building Electric & Communications system as specified and shown on the Jrawings with Electrical Underwriters approval. CONTINUED ON NEXT PAGE CONTRACT 'D' - ELECTRICAL PF-16 Roland's Electric, Inc. Est. 1~3 307 SUBURBAN AVENUE DEER PARK, HL°*Y YORK t 1729 ?ELEPNONE (631) 242-8080 FAX (631) 242~392 www.~olandselectric.corn BID BREAKDOWN 1. General conditions and mobilization 2. Temporary electric service 3. Building electric and communication Generator, ATS & related feeders Sound system · All other electrical work 4. Building telephone and cable service 5. Building fire alarm system 6. Electric to RPZ device Notes: 1. 2. 3. 4. 67,000.00 8,800.00 214,900.00 TOTAL BID $8,000.00 10,000.00 290,700.00 33,800.00 25,800.00 5~700.00 $374,000.00 Our price is based on a 50' feeder run from the generator to the ATS Our price includes all wiring for lighting to be in EMT per plans To conceal wiring in specific rooms, add $2,000.00 Our price includes $2,500 for equipment for a kennel communication system (specified system is no longer manufactured) We exclude cable for CATV and incoming telephone service We exclude tele/data punchdowns and jacks. ROLAND'S ELECTRIC, INC. BALANCE SHEETS DECEMBER 31, ASSETS CURRENT ASSETS: Cash and cash equivalents Certificate of deposit Contract receivables Costs and estimated earnings in excess of billings on incomplete contracts Inventory - work in process Prepaid expenses Miscellaneous receivable TOTAL CURRENT ASSETS 2006 607,595 147,500 5,815,656 308,424 101,999 154,582 16,419 7,152,175 2005 $1,658,593 0 4,342,909 461,528 61,262 120,386 45,308 6,689,986 PROPERTY AND EQUIPMENT: Cost Less: accumulated depreciation TOTAL PROPERTY AND EQUIPMENT 2,431,420 (2,016,771) 414,649 2,337,677 (1,934,180) 403,497 OTHER ASSETS: Security deposits TOTAL ASSETS 2,620 2,620 $ 7,096.103 Page 2 BLANCHFIELD, MEYER, KOBER & RIZZO, LLP LIABILITIES AND STOCKHOLDERS' EQUITY CURRENT LIABILITIES: Accounts payable Billings in excess of costs and estimated earnings on incomplete contracts Payroll taxes payable Accrued expenses and other current liabilities Loan payable to stockholder-current portion Notes payable - current portion TOTAL CURRENT LIABILITIES OTHER LIABILITIES: Loan payable to stockholder Notes payable Security deposits TOTAL OTHER LIABILITIES TOTAL LIABILITIES STOCKHOLDERS' EQUITY: Common stock: no par value, 200 shares authorized; 10 shares issued and outstanding Retained earnings TOTAL STOCKHOLDERS' EQUITY TOTAL LIABILITIES AND STOCKHOLDERS' EQUITY 2006 $1,218,112 1,238,062 48,287 105,011 135,906 55,516 2,800,894 148,508 28,178 3,330 180,016 2,980,910 100,000 4,488,534 4,588,534 $ 7.569.44~4 2005 $1,370,927 941,420 38,040 15,477 128,049 54,188 2,548,101 284,414 83,694 3,330 371,438 2,919,539 100,000 4,076,564 4,176,564 $ 7.096.10~3 See accountant's review report and notes to financial statements. BLANCHFIELD, MEYER, KOBER & RIZZO, LLP CERTIFIELD PUBLIC ACCOUNTANTS Page 3 JRoland's Electric, Inc. £iee#se# ~/ectrica/ ~ntractors 307 SUBURBAN AVENUE DEER PARK, NEW YORK 11729 TELEPHONE (631) 242-8080 FAX (631) 242-6392 www.folandselec:t tlc.corn TO WHOM IT MAY CONCERN The following is a list of credit references for Roland's Electric, Inc. Banking Reference: Bank of New York 1948 Deer Park Avenue Deer Park, NY 11729 Contact: Michelle Zeiger (631) 243-6380 Vendor References: GE Supply 60 Plant Avenue Hanppauge, NY 11788 Contact: Peter Davis CMT Lighting Co., Inc. 1460 North Clinton Avenue Bayshore, NY 11706 Contact: John Dolan Schwing Electric 122 Allen Boulevard Farmingdale, NY 11735 (631) 851-2200 FAX: 851-2224 (631) 666-1666 FAX: 666-1681 If we can be of further assistance, please do not hesitate to contact us. Contact: Charles Schwing (516) 391-3330 FAX: 420-1645 Roland's Electric, Inc. 307 SUBURBAN AVENUE DEER PARK, NEW YORK 11729 TELEPHONE (63t) 242-8080 FAX (631) 242~392 www,rolandselectrlcocorn CURRENT PROJECTS UNDER CONSTRUCTION PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: ARCHITECT: CONTACT & PHONE #: PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: CONTRACT WITH: CONTACT & PHONE #: PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: CONTRACT WITH: CONTACT & PHONE #: NSUH - Tower Emergency Power Upgrades, Manhasset, NY Installation of 2.2 megawatt generator and seventeen automatic transfer switches $4,051,000.00 Lizardos Engineering North Shore Hospital, Jim Schneider 516-562-1398 1001 Franklin Ave., Garden City, NY Tenant Building - 90,000 Square Feet $1,364,000.00 Albanese Organization, Inc. Ray Czajkowski ~ Albanese Ogranization516-746-6000 Cold Spring Harbor, NY Cold Spring Harbor Library- 32,000 Square Feet $516,000.00 Cold Spring Harbor Library Jeff Cooper ~ Sullivan & Nickel Construction 516-330-9371 PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: ARCHITECT: CONTRACT WITH: CONTACT & PHONE #: PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: ARCHITECT: CONTACT & PHONE #: Suffolk County Department of Public Work, Skilled Nursing Facility Yaphank Avenue, Yaphank, New York 11980 Improvements to New Skilled Nursing Facility $599,585.00 Lizardos Engineering, 200 Old Country Road, Suite 670, Mineola, NY 11501 SCDPW, 335 Yaphank Avenue, Yaphank, NY 11980 Tom LaGuardia, SCDPW - 631-852-4226 Mattituck/Cutchogue Schools New Construction $1,400,000.00 John A. Grillo Architects John Grillo ~ 631-476-2161 ROLAND'S ELECTRIC, 1NC. CURRENT PROJECTS UNDER CONSTRUCTION PAGE 2 PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: CONTRACT WITH: CONTACT & PHONE #: Cheesecake Factory New Construction $638,500.00 Shawmut Design & Construction Marc Pare @ 617-622-7374 PROJECT LOCATION: PROJECT DESCIPTION: APPROXIMATE VALUE: CONTRACT WITH: CONTACT & PHONE #: SUNY Farmingdale-Lupton Hall Renovation $1,030,217.00 L.D. Wenger Construction Co., Inc. John Sparagano ~ 631-661-0100 L_ .,.Roland's Electric, Inc. 307 SUBURBAN AVENUE DEER PARK, NEW YORK 11729 TELEPHONE (631) 242-8080 FAX {631 ) 242.6392 www.rolandselectric.com CURRENTLY COMPLETED PROJECT REFERENCES PROJECT LOCATION: PROJECT DESCRIPTION: CONTRACT WITH: AMOUNT: ARCHITECT: CONTACT & PHONE #: PROJECT LOCATION: PROJECT DESCRIPTION: CONTRACT WITH: AMOUNT: CONTACT & PHONE #: PROJECT LOCATION: PROJECT DESCRIPTION: ARCHITECT: CONTRACT WITH: AMOUNT: CONTACT & PHONE #: PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: CONTRACT WITH: CONTACT & PHONE #: PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: ARCHITECT: CONTACT & PHONE #: PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: ARCHITECT: CONTACT & PHONE #: NSLrH - Data Center UPS Upgrade, Westbury, NY Upgrade data center power system North Shore - Long Island Jewish Health Systems $707,000.00 Johnson Control Power Technologies Barry Zuckerman ~ NS-LH - 516-562-2319 Canon, 4 Ohio, Lake Success, NY New Construction Canon USA $1,200,000.00 George Lavas ~ Canon USA - 516-328-5075 Franklin General Hospital, Valley Stream, NY Fire Alarm System Lizardos Engineering North Shore - Long Island Jewish Health Systems $939,296.00 Barry Zuckerman ~ NS-LIJ - 516-562-2319 NCDPW-Eisenhower Park, East Meadow, NY Installation of site lighting $1,200,000.00 Nassau County Dept. of Public Works Roland Fricke-NCDPW - (516) 571-6898 Henry Schein, Inc. Melville, NY New Construction - Office fit out for Corp Headquarters $3,700,000 Gerner Kronick & Valcarcel, PC We're Associates, Paul Brockwell 516-931-5322 King Kullen East Setauket, NY New construction $1,079,000.00 Lind Design THC Realty Development LP, Stan Mitchell, (516) 349-0888 ROLAND'S ELECTRIC, INC. COMPLETED PROJECTS PAGE 2 PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: ARCHITECT: CONTACT & PHONE #: PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: ARCHITECT: CONTACT & PHONE #: Sachem Public Library Interior Renovation Holbrook, NY Interior Renovation $183,733.00 Sachem Public Library Judy Willner, Director, Sachem Public Library ~ 631-588-5024 Gold Coast Public Library Glen Head, NY Renovations $115,602.00 Beatty, Harvey & Associates, LLP Triton Construction Co-Construction Manager Jeff Kaye ~ 631-281-2820 PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: ARCHITECT: CONTRACT WITH: CONTACT & PHONE #: Bethpage Union Free School District Bethpage High School Interior Renovations & Site Improvements $1,492,219.99 Lucchesi Engineering PC / School Construction Consultants Inc. Bethpage UFSD Scott DiBerardino ~ 631-669-0693 / Paul Adamo ~ 631-567-0200 PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: ARCHITECT: CONTRACT WITH: CONTACT & PHONE #: PROJECT LOCATION: ARCHITECT: CONTRACT WITH: AMOUNT: CONTACT & PHONE #: PROJECT LOCATION: ARCHITECT: CONTRACT WITH: AMOUNT: Forest Labs -500 Commack Road, Commack, NY 11725 105,000 square foot pharmaceutical manufacturing and development building. $4,483,000.00 King Lindquist Barney Skanska, Inc. Michael Creighton ~ Barney Skanska 631-864-4935 / 212-301-0200 Atlantic Beach Fire Rescue Headquarters - Atlantic Beach, NY H2M Group Atlantic Beach Fire Rescue $200,000.00 Saverio Belfiore ~ 631-756-8010 Copiague Union Free School District - Copiague High School Site Lighting John A Grillo Architects Copiague UFSD $238,647.00 ROLAND'S ELECTRIC, INC. COMPLETED PROJECTS PAGE 3 PROJECT LOCATION: ARCHITECT: CONTRACT WITH: AMOUNT: CONTACT & PHONE #: PROJECT LOCATION: PROJECT DESCRIPTION: APPROXIMATE VALUE: ARCHITECT: CONTRACT WITH: CONTACT & PHONE #: Middle Country Public Library, Eastwood Blvd, Centereach HHPA (Hardy, Holzman Pfeiffer Associates LLP) VVA Consultants $637,000.00 Sail Van Nostrand ~ VVA - (212) 447-5860 Staples Oceanside 3600 Long Beach Rd., Oceanside, NY New Store $273,000.00 Angelo Corva C & G Developers Burt S elig ~ C&G Developers 516-561-9500 _ _Roland's Electric, Inc. £icensed lectrical Onttactars 307 SUBURBAN AVENUE DEER PARK, NEW YORK t 1729 TELEPHONE (631) 242-8080 FAX (63t) 242-6392 www.rolandselectrlc.com EXECUTIVE / EMPLOYEE PROFILE STEPHEN CADIEUX - PRESIDENT 35 years experience in the electrical contracting industry. Responsibilities with Roland's Electric include but are not limited to all facets of management, bidding, supervision and project management. ROBERT MAUCHAN - VICE PRESIDENT 33 years experience in the electrical contracting industry with Roland's Electric. Responsibilities include but are not limited to all facets of management, bidding, supervision and project maintenance. LISA D. KILTHAU - CORPORATE SECRETARY / TREASURER, CONTROLLER 23 years experience with Roland's Electric with responsibilities including but not limited to supervision of the entire Accounting Department, all banking functions, cash flow analysis, P/L analysis, G/L through trial balance, sales tax and quarterly payroll tax reporting. Overall 26 years of experience in accounting field. ROBERT BIELAWSKI - ASST. VICE PRESIDENT 26 years experience in the electrical contracting industry with Roland's Electric. Responsibilities including but not limited to supervision, estimating and project maintenance. JEFFREY H. WEINER - CHIEF ESTIMATOR 33 years experience in the electrical contracting field. Responsibilities with Roland's Electric include but are not limited to maintaining and controlling incoming projects for bid, estimating and project maintenance. JUSTIN GALLO - ESTIMATOR / PROJECT MANAGER 10 years experience in the electrical field including estimating and project management. JOSEPH CLARK - ESTIMATOR / PROJECT MANAGER 11 years experience in the electrical field including estimating and project management. EDWARD ROWLES - ESTIMATOR / PROJECT MANAGER 17 years experience in the electrical contracting field including estimating, project maintenance, as well as prior project management. MITCHELL KRAELING - ESTIMATOR / PROJECT MANAGER 9 years experience in the electrical field including estimating and project management. -AC-,GRD. CERTIFICATE OF PRODUCER (631) 979-7478 FAX The Schaefer Agency Inc. & C.S.B. & G. 201 E. Main Street P.O. Box 688 Smithtown, NY 11787 : LIABILITY INSURANCE ~ 02/02/2007 -7485 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURERC; American Guarantee & ~iab~li[y 807 SUBURBAN AVENUE DEER PARK, NY 11729 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR O~FHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE iNSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER ! CLAIMSMADE ~] OCCUR Per ProJeot Blanket Addt,1 Ins GL811007 MUffS EACH OCCURRENCE 1,000,00¢ AUTOMOBILE IJABiLrrY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS WORKERS COMPENBAFION AND EMPLOYERS' L~A B~LITY ANY PR OPRIETO PJPARTN ER/EX ECUTJVE OFFICER/MEMBER EXCLUDED? ~f yes, descdbe u~d~ SPECIAL PROVISIONS below BAC387640: 10/15/2006 AUC3748619-, OTHER 1,000 COMBINED SINGLE L M T 1,000 BODILY INJURY (Per accident) AUTO ONLY-EAACCIDENT 10,000,000 E.L. EACH ACCIDENT E,L DISEASE-I $ . E.L. DISEASE. POLICY tlr~ ~ DESCRIPTION OF OPEP~ATIONS I LOCATIONS I VSHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ~DER CANCELLATION ***SAMPLE CERTIFICATE*** ACORD 25 (2001/08) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL __,~0_ __ DAYS WRIttEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO MArL SUCH NOTJCE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR RI-PRESENTATIVES AUTHORIZED REPRESENTATIVE Charles Schae fer/CATHYR ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer right~ to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between · the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001108) CTION 00300 - PROPOSAL PACKAGE VENDORNAME: VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: PARTNERSHIP //- Sq,q s-8 75t /?~'? IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: CORPORATION NAME: LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE If a partnership: PARTNERSHIP NAME: ~,.,, ,dc,,?,e._ z/_ c.-- LIST PARTNERS NAMES: d 00300 Proposal Package 3 of 14 ~CTION 00300 - PROPOSAL PACI~E Town of Southold New Town of Southold Animal Shelter BID OPENS: s/~c ~.~ ,2007 REMINDER NOTE!!!: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you! 00300 Proposal Package I of 14 SECTION 00300 - PROPOSAL PACKAGE BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. 00300 Proposal Package 2 of 14 ~TION 00300 - PROPOSAL PACK~ ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: ! ADDRESS: /o,o CONTACT: /~.' TELEPHONE: ,4'3/- ~qT- 3100 F~: ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: ~3 / - ,q,qT- $g5-I TELEPHONE: CONTACT: ONLY if different - MAIL PAYMENT TO: ADDRESS: E-MAIL: TELEPHONE: CONTACT: FAX: E-MAIL: 00300 Proposal Package 4 of 14 S~CTION 00300 - PROPOSAL PACKA~ VENDOR NAME: ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: [] Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid [] Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZED SIGNATURE 00300 Proposal Package 5 of 14 ~TION 00300 - PROPOSAL PACKA~ AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and mount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my f'mm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other fn-m or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any fn'm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this fnma, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my fn'm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any fwm or person to submit a complementary bid. $. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other fn'm or person, or offered, promised or paid cash or anything of value to any finn or person, whether in connection with this or any other project, in consideration for an agreement or promise by an f'n'm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any fn-m or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. ?. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my fu'm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under~ penalties of perjury, affirms the truth thereof. Z~ ~/~ ~t/ SWORN TO BEFORE ME THIS Signature 8~ LoLoLoLoLoLoLoLoLoL~any Position *' 'l ype Nan/e & Company l'osition C6rhpany Narr~ - Date-~gned / Ii- 3 qg 5-,q Federal I.D. Number NOTARY: ~'~ DAY OF STEVEN J ANDRICH Publlo, 8tare of New Yo~ No. 01AN6140178 (~lfled in Suffolk ~ 00300 Proposal Package 6 of 14 SECTION 00300 - PROPOSAL PACKAGE PROPOSAL FORM TOWN OF SOUTHOLD ANIMAL SHELTER VENDOR NAME: H~.~y~ ~ /-/- <--- VENDOR ADDRESS: TELEPHONE NUMBER: ,,,(31 - qq T- 3/00 FAX: o/3/- The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; ifa partnership, by one of the partners or other person authorized by a writing signed by at least one general parmer and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated 00300 Proposal Package 7 of 14 ~TION 00300 - PROPOSAL PACK~ Project Requirements/Biddin.q Guidelines New York law dictates that bidding by contractors for public projects exceeding a total cost of $50,000 requires a multiple prime contracts as described by Wick's Law. Lump sum pricing will be provided by discipline specific contractors in accordance with MEP and civil engineering scopes described below as separate "contracts". The Town of Southold will be responsible for assembling individual contracts with contractors to whom the project has been awarded. The lump sum price bids under ALL Payment Items shall include supervision and management, on- going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements, and shall comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. NOTE: THE TOWN OF SOUTHOLD RESERVES THE RIGHT TO INCREASE, DECREASE, OR ELIMINATE IN ITS ENTIRETY ANY OR ALL ITEMS PRIOR TO OR AFTER AWARD OF THE BlD. 00300 Proposal Package 8 of 14 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY RID 1 General Conditions and Mobilizations I LS for /LS Dollars Cents Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all condrtions set forth th the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2A Site Demolition - Area "A" I LS for /LS Dollam Cents Vlethod of MeasurGn;e,,;: The quantity to be paid for under this item shalt be lump sum for the Site Demolition (including Clearing/Grabbing )nd Removals) within Arco "A" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clesring/Grubbing and Removals) shall be measured and paid for al the contract unit price per lump sum bid as called for in the proposal form. This price shatl constitute full compensation for fumishthg all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw cutting, pavements, all items in conflict with proposed construction in Arco "A" (as defined by the Contract Drawings), debris removal from site, i clean-up, construction layout and sawcutting. Inten~'~e Contractor shall remove and dispose of all exist~n~l items as required for installatk)n of the proposed items in Area "A" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and ~edestrians during the entire length of construction. 2B Site Demolition - Area "B" 1 LS for /LS Dollars Cents Vlethod of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Demotition (including Clearing/Grubbing )nd Removals) within Area "B" as defined on the Contract Drawings and accepted in accordance with the specifications. ...Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall be measured and paid for a the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all tsbor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw cutting, pavements, all items in conflict with proposed construction in Area "B" (as defined by the Contract Drawings), debris removal from site clean-up, construction layout and sawcutting. Inten[he Contractor shall remove and dispose of all existing items as required for installatidn of the proposed items in Area "B" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and ~edestrians during the entire length of construction. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-I TOWN OF~OUTHOLD ANIMAL SHELTER CONSTRUCTION emlzed Proposal for: Town of Southold BID NO. CONTRACT 'A' - GENERAL ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 3 Site Preparation, Unclassified I LS Excavation and Embankment for /LS Dollam Cents ,lethod of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Pmperatk:)n, Unclassified Excavation & Embankment measured in place and accepted in accordance with the specifications and drawings. Method of Pavment: The quantity of accepted Site Preparation, Unclassified Excavation & Embankment shall be measured and paid for at the contract unit price per lump sum bid as called for in the pmpceal form. This price shall constitute full compensation for fumishing all labor, materials, tools and equipment necessary to satisfactorily complete the work es shown on the contract drawings and described in this specification. Including Licensed Land Surveying, layout, rough grading, site cut-to-till, clean soils, transportation, spoils removal, compaction and meeting the pmpesed grades. Intent: The Contractor shall perform all necessary earthwork and grading of the existing site in order to meet all proposed grades as shown o~ the drawings. 4 Site Drainage- Structures, Piping and t LS Frames/Grates for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Drainage Systems (sf~uctures, pipe and grates/fi'ames) measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Site Drainage Systems (structures, pipe and grates/frames) shall be measured and paid for at the contract price per lump sum bid as called for in the proposal form. All costs associated with layout, earthwork, excavation, becldilling, compaction, connections, parging including earthwork, piping, connection to budding piping and dean-up shall be included in the lump sum cost for under this payment item. Intent: The Contractor shall install the Proposed Drainage System to the lines, level and grades as shown and detailed on the ConstoJction Drawings. 5 Concrete Curb 480 LF for /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the number of lineal feet of Concrete Curb measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete curb shall be measured and paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute ~11 compensation for furnishing all labor, materials, tools and equipment necessary lo satisfactorily complete the work as shown on the contract drawings and described th this specification. Including earthwork and rough grading. Intent: The Contractor shall install the proposed concrete curb to the grade and limits as shown on the Construction Drawings. CONTINUED ON NEXTPAGE CONTRACT 'A' - GENERAL PF-2 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE ~ EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 6 Reinforced Concrete Sidewalk 3,700 SF for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surfaco area for 4N thick reinforced concrete sidewalk measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete sidewalk shall be measured and paid for at the contract unit prico par square foot bid as called for in the proposal form. This price shall constitute full compansation for furnishing all labor, materials, tools and equipment necosaary to satisfactorily complete the work as shown on the contract drawings and described in this spacifisation. Including layout, subgrade preparation, earthwork, reinfomement (6x6 wire mesh), edging, broom finish, the installafion of tactile panels, dean-up and ,rofaction of work. Intent: The Contractor shall install the 4" thick reinforced concrete sidewalk to the timits shown on the Construction Drawings. 7 6" Reinforced Concrete Slab 700 SF for /SF Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" reinforced concrete slabs measured in placo and accopted in accordance with the specifications and drawings. Vlethod of Payment: The quantity of accepted 6" thick reinforced concrete slabs shall be measured and paid for at the conlmct unit price per ~quare foot bid as called for in the proposal form. This price shall constitute fall compansation for furnishing all labor, materials, tools and ~quipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including ayout, subgrade preparation, earthwork, formwork, edging, specified finish, steel reinforcement (as specified), dean-up and protection of work. ntent: The Contractor shall install the pmpasad concrete slabs to the limits shown on the Construction Drawings. 6" Recycled Concrete Aggregate 8 Subbase Material (Type I NYSDO'r) t3,000 SF for /SF Dollars Cents Method of Measuremellt: The quantity to be paid for under this item shall be the square feet finished surface area for 6" recycled concrete aggregate subbase material measured in placo and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 6" recycled concrete aggregate subbase material (Type 1 NYSDOT) shall be paid for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification, including survey layout, subgrade preparation, placement, compaction, finegrading, clean-up and protection of work. Intent: The Contractor shati install the 6" recycled concrete aggregate subbase layer to the limits shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-3 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL emlzed Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Proposed Sanitary Systems I LS for /LS Dollars Cents Method of Meal~trement; The quantity to be paid for under this item shall be a lump sum or the Proposed Sanitary Systems measured in ~lace and accepted in accordance with the specifications and drawings. Basis of Payment: The Proposed Sanitary System (outside building) shall be paid for at the contract lump sum unit price bid as called for in the prop~:~al form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including piping, connections, inspections, controlled backfill and installation of all specified structures (tanks, leaching rings, hair-trap) associated with the two (2) systems. The installation of all interior drains and piping shall ha paid for under Contract "C", Item No. 2 'Building Plumbing". Intent: The Contmcter shall install the proposed sanitary systems (outside building) complete tu SCDHS Standards and shown on the Construction Drawings. 10 4" Topsoil Layer 34,000 SF for /SF Dollars Cents Method of Meesumment: The quantity to be paid for under this item shall be for each square foot of area where topsoil is propossd in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 4" thick topsoil layer area shall be paid for at the contract unit price per square foot as called ~or in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including furnishing of topsoil, laboratory testing of soil, recommended ammendments to soil, finegrading, layout, clean-up and protection of work. Intent: The Contractor shall install the 4" proposed topsoil layer in the specified area as shown on the Construction Drawings. tt 6" Concrete Filled Bollards 8 EA for lEA Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be for each concrete-filled steel bollard installed and accepted in accordance with the specifications and drawings. Method et Payment: The quantity of accepted concreta-filisd steel bo]lards shall be paid for at the contract unit price for each complete installation as called for in the proposal form. This pr[ce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, earthwork, concrete, steel bollard, painting, refectorized tape, clean-up and protection of work. intent: The Contractor shall install the proposed concrete-filled steel pipe bollards to the grades, lines and elevations as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A* - GENERAL PF-4 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 12 Proposed 3' High White Vinyl Picket Fence 200 LF for /LF Dollars Cents Method of Measurement: The quantity fo be paid for uader this ifam shall be the number of lineal feet of 3' high white vinyl picket fencing installed as measured and accepted in accordance with the specifications and drawings. Basis of Payment: The quantity of accepted 3' high white vinyl picket fencing shall be paid for at the contract unit price per linear foot bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, layout, fence materials (posts and fence sections), footings, hardware, gates, cleanup and protection of work. Intent: The Contractor shall iesfall the proposed 3' high white vinyl picket fencing as required by the specifications and as shown on the 3,onslruction Drawings. 13 Animal Shelter Building Construction t LS for /LS Dollars Cents ~lethod of ~,~e==,,Jrement: The quantity to be paid for under this item shall be lump sum for the building construction, inctuding foundation, ~labs, wall and roof construction, doors, windows, ceilings, cabinetry, finishes, equipment and other items not listed as separate line items accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted work shall be measured and paid for at the contract as a percentage of work completed per subcetegory item. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. ntent: The Contractor shall perform all necessary work in compliance with the drawings and specifications. 14 Animal Shelter Kennel Units I LS for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the coordination, preparation, manufacture and insfallation of kennel caging, identified as items 1 and 2 under the furniture fixture schedule. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory foil installation. This price shall constitute foil cempensation for furnishing a[J coordination, labor, materials, manufacture, shipping costs, tools and equipment necessary to satisfactorily cempletu the work as shown on the contract drawings and described in this specification. !.ntent: The Contractor shalr provide all materials and labor to instafl indoor and outdoor kennel runs provided as part of the building. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-5 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL emized Proposal for: Town of Southold I~'EM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 15 Animal Shelter Animal Equipment and I LS Furnishings for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be individual prices for items as listed on the Cabine~y/Furnishing/misc. Fixtures schedule on A1.4, with the lump sum being listed here and a breakdown by Schedule item number attached. Price to include site preparation, manufacture, shipping and installation of all items in tull working order. Method o! Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This price shall constitute full compensation for providing all coordination, labor, matadals, manufacture, shipping costs, tools, misc. parts and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and laber to install animal related equipment and turnishings. 16 Epoxy Floor/wall coating I LS for /LS Dollars Cents ¥1ethod of Measurement: Per Square Foot. Pdce to include site preparation, materials, shipping and installation of all items to industry ~tandards. Ytsthod of Pavmel~t: To be paid a percentage of wod( completed. This price shall constitute tull compensation for providing all coordination, abor, materials,tools, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in ~his ~pedfication. ntent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating as referenced in the contract documents. TOTAL Dollars Cents WRITrEN IN WORDS Total Pay Items #'1 - #16 NOTE: The Town of Southold reserves the dght to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. I CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-6 TOWN OF SOUTHOLD BID NO, ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price WHtten in Words) QUANTITY BID CONTRACT 'A' - BID ALTERNATES Alt. '1 Walkway Pavers LS for /SF Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be the square feet finished surface arco for Walkway Pavers Imeasured in place and accepted in accordance with the specificefions and drawings. Method of Payment: The quantity of accepted Walkway Pavers shall be measured and paid for at the contract unit price per square foot bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and dsscribed in this specification, thduding layout, subgrade preparation, earthwork, steel edging, clcon-up and protection of work. Intent: The Contractor shall install the proposed walkway pavers to the limits shown on the Construction Drawings. Alt. 2 Asphalt Shingle Roof LS Reduction for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. ~lethod of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all abor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the cen~ract drawings and described in this specification. ~ntent: The Contractor shall remove the metal roofing from the job and replace it with 110 mph/40 ycor minimum warranty asphalt shingles ~ith undedayment and ice shield, installed as per manufacturer's directions. This price shall constitute full compensation for furnishing all abor, materials, tools and equipment necessary to satisfactorily complete the work as dcocribed and described in this specification. Alt. 3 Stainless steel countertops LS Increase for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the conbact drawings and described in this specification. Intent: The Contractor shall remove the laminate countertaps from cabinetry located in all animal rcoms and animal care service areas. Backsplashco shall be integral to the top. 3/4" plywood underlayment with holes cut for sinks, etc. shall be provided. This price shall constitute tull compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and :tescribed in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-7 TOWN OF~rOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold I:I'EM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Alt. 4 Alternative Acoustic Material - Pyrock LS Increase of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shalt be per square feet as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall censtituta full compensation for furnishing all labor, materials, foundation, tools and ~luipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall remove the acoustic coating in the base contract and replace it with Pyrock, Inc. Acousfamerd 40, 1' thick, white. This will entail an alternate substrata approved by the manufacturer (cement board). This price shall constitute full compensation for fumishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. AIL $ Screened Subangular Stone Pavement LS Increase of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet tinished surface ares for screened subangular stone pavement areas as measured in place and accepted in accordance with the specifications and drawings. Method of Payments: The quantity of accepted Subangular Stone pavement areas shall be paid for at the conb'act unit price per square foot bid as called for in the proposal form. Including layout, subgrade preparation, tilter fabric installation, subangular stone (as specified), edging, clean-up and protection of work. Intent: The Contractor shall install the proposed subangular stone pavement areas to the grades, lines and limits as shown on the Constructfon Drawings. Alt. 6 Framed gables LS Increase of ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the lump sum cost for replacing masonry gables with standard flamed gables as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted framed gables shall be paid as % of work completed as called for in the proposal form. ~.dditional design work required for the framed gable option will be charged by the design team as a reimbursible expense to the Town of 8outhold. Framed gable drawings and details will be provided prior to awarding the bid to insure accurate pricing. Ir~tent: The Contractor shall install the proposed framed gable ends rather than masonry gables as shown on original Consfruction Drawings. The framed gables to include R19 insulation, double sills, inside sheathing of hardi backer board in kennels, 5/8" FRGWB other locations, ,aint or acoustic treatment, exterior sheathing of 1/2" plywood, vapor barrier, tiber cement board with 1 x 2 cedar battens 2' O.C. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-8 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID Alt. 7 Standard 12" Block Construction with Polymaster Injected Insulation I SF for /SF Dollars Cents Method of Measurement: Per Square Foot. Price to include site preparation, materials, shipping and installation of all items to industry standards. Method of Payment: To be paid a percentage of work completed. This price shall constitute full compensation for providing all coordination, labor, materials,tools, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Conbactor shall provide all materials and labor to install an 12" block with Polymaster injected insulation fill. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF.9 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID Option '1 Crushed Bluestone Walkways LS for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for cnJshed bluestone walkways as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Crushed Bluestone Walkway shall be paid for at the contract unit price per square foot bid as called for in the proposal form. Including layout, subgrade preparation, filter fabric installation, crushed bluestone (as specified), edging, dean-up and protection of work. Intent: The Contracb3r shall install the proposed crushed bluestone walkway to the grades, lines and limits as shown on the ConsthJction Drawings. Option 2 Pergola LS for ILS Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accofflance t~ith the specifications and drawings. I,tethod of Payment: The method of payment will be % of work completed. ntent: The Contractor shall provide the pergola detailed on A 801. Option 3 Add or Delete Epoxy flooring LS for /SF Dollars Cents Method of Measurement: The quantity t~ be paid fer under this item shall be per square foot, representing either an inc~sase or decrease in the base bid amount. Method of Payment; The method of payment will be % of work completed. Intent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating as referenced in the conb'act documents. Option 4 Delete Clear Masonry Coating LS for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing a decrease in the base bid amount. Method of Payment: The method of payment will be % of work completed. ntent: The Contractor shall provide all materials and labor to install a clear coating on masonry, both inside and outside. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-10 TOWN OF $OUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT' UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written In Words) QUANTITY BID Decrease or increase the length of the kennel Option 5 wing by units of 4' in depth by full width of the . 4'LF wing. for / 4' If units Dollars Cents ~/lethod of Measurement: The quantity to be paid for under this item shall be per unit of 4' by full width of kennel wing (rooms 16, 17). ~lethod of Pavment: The method of payment will be % of work completed. This price shall constitute full compensation fur furnishing all abor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this ~peciflcation. ntent: The Contractor shall provide all materials and labor to install a the full architectural details inherent in the cost of extending or redudng :he size of the kennel wing. Option 6 Cat Box Furniture LS for /LS Dollars Cents ~,~h,~d of Measure~ent: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide the cat boxes detailed on A8.2. Option 7 Signs (A1.4 Sign Schedule) LS for /LS Dollars Cents ~leth of He,, ,Jremen : The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance ~ith the specifications and drawings. ~lethod of Payment: The method of payment will be % of work completed. ntent: The Contractor shall provide signs as identified in sign schedules on A1.4 Option 8 Remove Classroom 12 SF for /SF Dollars Cents Method of ~,~e,,~drement: The quantity to be paid for under this item shall be per sf of Classroom 12 removal to include the elimination of doors #4, #5, and #24 and window #11. Window #10 will be moved to end of C2. All MEP will be removed and gable will be maintained on new wall elevation. Method of Pavment: The method of payment will be % of work completed. This price shall constitute fu~l compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-I 1 TOWN OF~OUTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold BID NO. CONTRACT 'A' - GENERAL I'~'EM DESCRi~'/ic~N OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written In Words) QUANTITY BID Option 9 Add/Delete windows or skylights SF Increase/Decrease of /SF Dollars Cents ~ethod of Measurement: The quantity to be paid for under this item shall be the square foot cost a~ibuted to windows and skylights as ~neasured in place and accepted in accordance with the specifications and drawings. Cost to include the replacement of the window with full ~vall or roof construction and finishes. Windows may be identified separately by type and size. ~lethod of Payment: The quantity of windows and skylights completed or deleted as called for in the proposal form. ntent: The Contractor shall provide pricing for windows on a square foot basis or by individual units spedficatiy identified by size and type. CONTRACT 'A' - GENERAL PF-12 l' iTEM ,No. TOWN OF ~UTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) General Conditions and Mobilizations I=~ ~iMATED QUANTITY BID NO. CONTRACT 'B' - HVAC UNIT LS UNIT PRICE BID EXTENDED BID AMOUNT for ILS Dollars Cents Method of ~;e:-~erement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of (he Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. ~ethod of ~;e&&urement: The quantity to be paid for under this item shall be lump sum far the Heating & Cooling System installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Heating & Cooling System shall be measured and paid for at the contract unit pdce per lump sum bid as celled for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, matadals, tools and equipment necessary to )fisfactodly complete the wok as shown on the COntract drawings and described in this specification. Including the air handlers (AH), ~andenser units (CU), unit heaters, all ductwon~ to and from units, boilers, heating hot water supply and return lines, refrigerant lines, piping, connections, setting, testing, balancing, and controls. Intent: The Contractor shall fumish and install the heating and cooling systems complete as specified and shOWn on the drawings. TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items ft 1 & #2 NOTE: The Town of SouthoJd reserves the dght to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'B' - H.V.A.C. PF-t ITEM 1 TOWN OFIUTHOLD ANIMAL SHELTER'CONSTRUCTION Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM ~rFill In Unit PHnn Wriffen in Wnrdsrt General Conditions and Mobilizations for ILS Dollars Cents BID NO. CONTRACT 'C' - PLUMBING * ESTIMATED UNIT UNIT PRICE QUANTITY 1 LS EXTENDED BID AMOUNT t/lethod of Meseurement: The amount bid shall inc!ude supervision and management, on-going project-related expenses, insurances, ~onding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General ~onditioce of the Contract and demobilize from the construction site upon successful completion of the project. ;Method of P~yment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. ~ b. Twenty Five Percent (25%) upon second parUal payment request. Ic. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Ilntant: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. Building Plumbing for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Plumbing installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Plumbing shall be measured and paid for at the contract unit pdce per lump sum bid as called for 1 the proposal form. This pdce shell constituta full compensation for furnishing all labor, rnatedals, tools and Scluipment necessary to ;atisfactodly complete the work as shown on the contract drawings and described in this specification. Including supply lines, waterline jinsulation, waste lines, connection to septic line, all proposed plumbing fixtures, vent piping, inspections, water heater, feed to boilers, mixing valves and hose bibs. Intent: The Contractor shall furnish and install the Building Plumbing as specified and shown on the drawings. 3 Proposed 8" Water(includesServiCeHydrant) & Site Restoration I 1 LF I for /LF Dollars Cents lllethod of Measurement: The quantity to be paid for under this item shall be linear foot unit pdce for the Proposed Water Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Water Service shall be measured and paid for at the contract unit pdce per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, hydrant installation, valves, testing, inspection and disinfecting. All fees to SCWA shall be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Water Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of the SCWA and SCDHS. CONTINUED ON NEXT PAGE CONTRACT 'C' - PLUMBING PF-'I TOWN OF~OUTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM NO_ (Fill in Unit Prize Written in Wor~lRt I Proposed RPZ Device & Water Meter Vault 4 (includes 6" by-pass line) for ILS Dollars Cents ESTIMATED QUANTITY BID NO. CONTRACT 'C' - PLUMBING UNIT PRICE BID EXTENDED BID AMOUNT Method of Measurement: The quantity to be paid for under this item shall be lurr ) sum for the Proposed RPZ Device & SCWA specified Water Meter Vault installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Proposed RPZ Device shall be measured and paid for at the contract unit price per lump sum bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary t satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, pipe connections, 6" by-pass pipe, RPZ enclosure/vault, RPZ device, water meter vault, hardware, insulation, testing and inspections. The electric circuit and heat tracing shall be installed by the Electrical Contractor and paid under Contract "D", item No. 6" Electdc to RPZ Device". SCWA shall instal the water meter. Intent: The Contractor shall furnish and install a fully approved, tested and operational RPZ Device & water meter vault as specified, shown or the drawings and to the approval of the SCWA and SCDHS. 5 Building Fire Suppression System I LS for. -- ~ ....~/LS J Dollars Cents I I I/lethod of Measurement: The quant ty to be paid for under th s tern shall be lump sum for the Building Fire Suppression System installed and accepted in accordance with the specifications and drawings. ~lethod of Payment: The accepted Building Fire Suppression System shall be measured and paid for at the contract unit price per lump sum )id as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including connection to the building water supply tine, valves, controls, inspections, testing, approvals, piping, heads and complete integration with the fire alarm system. The building fire alarm system shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 5. Intent: The Contractor shall furnish and install a full approved, tested and operational Building Fire Suppression System as specified, shown on the drawings and to the approva; of the Town Fire Marshall. I 6 Proposed Gas Service & Site Restoration 1 LF I for.~.__ __ __ .~/LF r Dollars Cents I I J I Method of Measurement: The quantity to be paid for under this item shall be linear foot unit price for the Proposed Gas Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Gas Service shall be paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, valves, testing and inspection. All fees to Keyspan shatl be paid directly by the Town. Road restoration to nclude compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. intent: The Contractor shall furnish and install the Proposed Gas Service complete from Route 25 (Main Road) to the Building as specified, ~hown on the drawings and to the approval of Keyspan and the Project Engineer. CONTINUED ON NEXTPAGE CONTRACT 'C' - PLUMBING PF-2 TOWN OF~I~)UTHOLD BID NO. ANIMAL SHELTE""~ CONSTRUCTION GONTRACT 'C' - PLUMBING' Itemized Proposal for: Town of Southold ITEMi DESCRIPTION OF ITEM I ES~MATED UNITI UNIT PRICE EXTENDED BID AMOUNT N~. /Fill In Unit PHne Wrilf~n in W~rdst QUANTITY ~l~l TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items # 1- # 6 NOTE: The Town of Southold reserves the dght to increase, decrease, or eliminate in its entirety any or all items pdor to or after award of the bid. CONTRACT 'C' - PLUMBING PF-3 TOWN OF S(~I'IOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'D' - ELECTRICAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit PHce Written in Words) QUANTITY BID t General Conditions and Mobilizations 1 LS for ~,'~- ~_ Dollars Cents Method of Mea~dmment: The amount bid shall include supe~ision and management, ongoing proje~-mlat~ e~enses, insumn~s, bonding, labor, matedals, equipment, and inciden~ls ne~ssa~ to mobilize, ~nstm~ion s~ging, ~mobilization to the ~ns~on site, m~t all of ~e general r~uimmen~ set fo~ under Division 1, ~mply with ali conditions set ~h in the Conditions of Contram and General Conditions of the Contm~ and demobilize from the ~nstru~ion site upon suc~ssful ~mpletion of the proje~. Me.od of Payment: Pa~ent for ~is item will be made in throe (3) payments; a~ Fi~ Per~nt (50%) upon comple~ mobili~tion to the site. b. Twen~ Five Per~nt (25%) u~n second pa~ial payment request. c, Twen~ Five Per~nt (25%) upon su~ssful ~mpleflon and a~ptan~ of the proje~. Intent: This bid item shall facilitate requirements of Division 01000 of ~e specifi~fion and ~nstm~ion operations. 2 Tempom~ Electric Se~ice 1 LS for ~... ~X~..~ ~ ILS J~oo~t,o ~J/~o~.~ Dollam Cents ~effiod of Measurement: The quanfl~ to be paid ~r under ~is item shall ~ a lump sum for ~e Tempom~ El~dc Se~i~ ins~lled and a~pted in a~an~ with the specifi~fions and drawings. Me.od of Pavment: The a~pt~ Tempom~ Elec~ic Se~i~ shall be paid for at the ~ntm~ unit pd~ per lump sum bid as ~lled for in ~e proposal fo~. This pd~ shall ~nstitute full ~m~nsafion for furnishing ail ~abor, materials1 tools and ~uipment ne~a~ to ~tis~odly ~mplete the wo~ as shown on the contm~ drawings and described in this specifl~tion, including ~nne~ons to existing animal shelter ~i~, 100 amp tempora~ sewi~, flame, minimum of (4) four 20 amp circui~ into the bui dng for contra~ors use, removal of tempom~ sewi~ when requir~ and maintenan~ of system during ~ns~ion. Payment for this item will be made in throe (3) payment; a. Fi~ Per~nt (50%) upon ~mplete mobilization to the site. b. T~n~ Five Per~nt (25%) upon se~nd pavia[ payment request. c. Twen~ Five Per~nt (25%) upon removal of the tempom~ sewi~. Intent: The Contm~or shall furnish and maintain tempom~ 200 amp e[e~ric se~i~ for use by all trades dudng ~nstru~ion. The ~e~i~ shall be operational within 30 days from the full execution of Contm~ 'D'. 3 Building Electric & Communications 1 LS for~.~ ~ ~Z~/LS ~th~ ~f ~r~t: The quanti~ to be paid for under t~i~ item ~hall b~ lump ~um for th~ Building Ele~ri~ S Commu~i~tion~ in~t~lled and ack,ted in ~rdan~ with the speoifioation~ and drawings. ~h~ ~f P~y~t: The a~pted Building Electrio & Communioations shall be m~a~ured and pai~ for ~t the ~ontr~ unit pri~ p~r lump ~um bid a~ oalled for in the proposal form. This pri~ shall ~nstitut~ full ~mp~nsatio~ for furnishing ~11 labor, m~terial~, tool~ and ~quipm~t ne~a~ to sati~f~orily oomplete the work as ~hown on the contract drawings ~nd d~oribed in thi~ ~peoifl~ation. Inoluding oimuit~, oonne~ion to proposed equipment ~nd meoha~icals, phone line homeruns, computer line homeruns, lighting, ~nd oontrols. I~t~t: The Contra~or shall furnish ~ complet~ and ~pproved Building Ele~rio & Communications system as speoifl~d ~nd shown on the drawings with Electrical Unde~rite~ approwl. CONTINUED ON NEXT PAGE CONTRACT 'D' - ELECTRICAL PF-I TOWN OF S~'HOLD ANIMAL SH ELTER"CONSTRUCTION Itemized Proposal for: Town of Southold I i~r-I~l I DESCRIPTION OF ITEM NO. (Fill In Unit Price Written in Words) BID NO. CONTRACT 'D' - ELECTRICAL' ESTI~T~"I UNIT I UNIT PRICE I EXTENDED BIDAMOUNTI QUANTITY BID 4' Building Telephone & Cable Service (outside building) 1 LS for I /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Telephone & Cable Service installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Building Telephone & Cable Service shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, backfill, site restoration, cutting and patching of foundation wall, panels, end user fees (by Town), and connections. Intent: The Contractor shall furnish a complete and approved Building Telephone & Cable Service from Route 25 (Main Road) to the proposed animal shelter building as specified and shown on the drawings. for~,/~/,/-~*,,~,.-~/~'X,~-/. ~o~' ~ ILS Dollars / Cents '~¢ ¢3~'- ¢'~? ~ ~'_~. OO ethod of Meeeumment: The quantity to be paid for under this item shall be lump sum for the Building Firs Alarm System installed and accepted in accordance with the specifications and drawings. lilethod of Pavment: The accepted Building Fire Alarm System shall be measured and paid for at the contract unit pdce per lump sum bid as :ailed for in the proposal form. This pdce shall constitute f~ll compensation for furnishing all labor, materials, tools and equipment necesaaw to ~atisfactodly complete the work as shown on the contract drawings and described in this specification. IncCuding devices, connection to fire ,suppression system, testing, inspection, and approvals, i Ilntant:The Contractor shall furnish a complete and approved Building Fire Alarm System system Electrical Underwdtera approval and the Town Fire Marshall. as specified and shown on the drawings with Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Electrical Oontractor to install a dedicated circuit from the new animal shelter building to the proposed RPZ device heater (located within the RPZ vault) installed and accepted in accordance with the specifications and drawings. ~lethod of Payment: The accepted electric service connection to the RPZ Vault shall be paid for at the contract unit price per lump sum bid =ailed for in the proposal form. All costs associated with electric conduit runs, trenching, backfill, restoration, wires, splice boxes, provide new ~ervice runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to :he plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. ntent: The Contractor shall furnish and install an electric service connection to the heater located in the proposed RPZ vault as specified and shown on the drawings with Electrical Underwriters approval. TOTAL _E-,~,/, ~ 5',~- ¢ · / Dollars ' Cents ~,~_p WRITTEN IN WORDS Pay Items #~- #6 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after '~ward of the bid. CONTRACT 'D' - ELECTRICAL PF-2 S~[~TION 00300 - PROPOSAL PACKA~ ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the ~?-zn:'day of ¢¥Varz~ in the year 2007 before me, the undersigned, personally appeared, .'P--~c~4^~D ~ , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within insmunent and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. sTEVEN J ANOl}.I.C?. Nota~ Public, State o~ ~w No. 01AN6140173 Qualified In Suffolk County Commission F. xpIms January 23, 20 NOTARY PUBLIC 00300 Proposal Package 9 of 14 Town of Southoid The signato~ of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: g, ff.'//~o..- /'/~,,.~,d~..~ ~/ A Corporation A Parmership or Entity An Individual PRINCIPAL OFFICE: !4/;'/~' PRINCIPAL OFFICERS: TITLE NAME ADDRESS BACKGROUND PROFESSION/TRADE 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? List trades that you organization normally performs below: 3. Have you ever failed to complete any work awarded to you? /t,6. If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. ~ 00310 SECTION 00310 - BIDDER'S QUALIFICATION STATEMENT 5. Has your finn requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. /b/o' 6. List the major construction projects your organization has underway at this date: Name off Engineer/ Project Owner Architect Contract Pement Scheduled Name Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work 00310 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Individual's Name Present Type of Work Position Years of For Which In What Of Office Experience Responsible Capacity Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: 11. Trade Association Membership: 12. Has your finn ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? 00310 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF NEW YORK COUNTY OF SUFFOLK being duly sworn deposes and says that he is the of contractor and that answers to the foregoing questions and all statements therein contained are true and correct. (Signature of person who signed bid) Sworn to before me this Notary Public Commission Expiration Date: day of ,2007 00310 HAWKEYE Report date: 3/20/2007 Jobs inProflreSs Job # Department: Department Gas Description: Town State: Billing Mgr: Field Super: Actual Start Date: Projected Compl Date: Last Payroll Date GL-06-010 Gas GM-05-878 Gas GR-06-007 Gas GS-06-942 Gas GT-06-115 Gas Department CONED: GAS QUEENS REBID V~NTAGE SERVICES KSE-RU[3 CO NTRACT-GAS-SCATFERE D BUCKEYE PIPELINE SERVICES KSE: GAS RUD VARIOUS NEW HAVEN LONG ISLAND REIFENHEISER, B NY WADE, K ACERENZA, L CT ANDRICH, S NY ACERENZ. A, L REIFENHEISER, B SENN, M ACERENZA, L ACERENZA, L 02-Jan-06 30-Jan-06 02~Jan-06 30-Jan~06 Gas- Hailer 31-Dec-05 30-Sep-06 2/18/2007 2/18/2007 2/18~2007 2/18/2007 GD-04-035 Gas- Hailer GD-04-039 Gas- Hailer GD-04-081 Gas- Hailer GD-04-224 Gas- Hailer Department HOLY=LEAK SURVEY 2004 WGE-LEAK SURVEY NYSEG-2004 LEAK DETECTION CNG-MARKETING / NEW CONSTRUCTI MA HALLER, D HALLER, D NY HALLER, D CT HALLER, D HAKE, M HALLER, D HALLER, D Indoor Electric IC-06-025 Indoor Electdc IC-06-260 indoor Electric IC~06-887 Indoor Electric IC-06-892 Indoor Electric IE-06-769 Indoor Electric IM-05-170 Indoor Electric IM-05-412 Indoor Electdc IM-05-547 indoor Electric IM-06-351 Indoor Electric IM-06-977 Indoor Electric BERGEN POINT WWTP INSTALL TIE BREAKER ELECTRIC-SALT WATER FIRE PUMP WIRE FIRE PUMP 800 AMP PANEL, FEEDERS BWPCD: CONTROL PLANT BAYP: BAYPORT HIGH SCHOOL SCDPW: BERGEN PT. WWTP BRENTWOOD PUBLIC LIBRARY RELOCATE CONDUIT BABYLON MANHATTAN ASTORIA SOUTHOLD HOLBROOK LI'I-FLE NECK BAYPORT WEST BABYLON BRENTWOOD BERGEN POINT NY NY KENNEDY, J NY NY NY NY REED, R NY REEO, R NY REED, R NY LINGG, J NY KENNEDY, J KENNEDY, J KENNEDY, J ROBINSON, F ROBINSON, F 11 -Dec~06 07-Jan~06 06-Aug-05 01--Apr-06 30-Sep-06 31-Dec-05 01-Jan-07 01 -Oct-07 2/21/2007 2/18/2007 2/16/2007 2/16/2007 2/16/2007 Department Indoor Electric IM-07-020 Indoor Electric REPAIR EXTERIOR LIGHTING BRENTWOOD NY LINGG, J IP-04-677 indoor Electric FPL: 480V BUS REPAIR FAR ROCKAWAY NY Hawkeye, LLC Indoor Electric References Project Owner Scope of Reference Contract Name Work Amount Electrical Lindenhurst Electrical John Drcnkhan $87,060 System Union Free Service Superintendent Upgrade School District Upgrade at of LUFSD Lindenhurst 631-226-6442 Union Free School District Electrical Mount College- Sub Panel Lou Spero, $174,192 System SUNY : installation and Facilities Upgrade Stonyhrook branch circuits Manager for A/C window units in dorms Aeration Tower Manhasset- Power and Carl Mills, $433,750.00 Lakeville Water instrumentation Creamer District to packed tower ~ environmental aeration system 201-968-3300 xll17 668 Bed DASNY/SUNY Distribution Bog Higgins, $5,298,000.00 Dormitory Stonybrook switchgear, EW Howell panels, branch 516-921-7100 circuits, lighting (indoor and site), fire Prince Ave Inv. Village of Three well Ben Turzulli, $747,944.00 Wells Freeport houses Village of including motor Freeport, control, lighting 516-377-2233 and power Valley Road Manhasset- MCC Paul Schrader $430,000.00 Well Lakeville Water Installation and MLWD 516- District Equipment for 466-4415 Aeration Tower Northport Keyspan Intake Deck Mafia Branco $90,000.00 Power Plant Lighting Keyspan 631- 262-2222 Uniondale ~ Uniondale Install Signs Chris Hunt $235,000.00 School Signage School District and Message John Grillo Boards Architects 631- 476-2161 James Lingg Estimator/Proj ect Manager Experience: 2005-Present 2004-2005 Hawkeye Construction, LLC, Hauppauge, NY Estimator/Pro]ect Manager of Electrical Installations Responsibilities include estimating, bid preparation, negotiating and managing a variety of industrial electrical projects in the New York metro area. Projects are Commercial, Industrial, and Utility. Fenley & Nicol Environmental Estimator Responsibilities include estimating, bid preparation, negotiating of pump and tank projects in the New York metro area. Projects were Commercial, Industrial, Public and Private. 1999-2004 Gordon L. Seaman Inc. Estimator/Proiect Manager Responsibilities include estimating, bid preparation, negotiating and managing a variety of eleclrical projects in the New York Long Island Area. Projects were Commercial, Industrial, Public and Private. 1992-1999 Holmes Electric Estimator/Proiect Manager Responsibilities include estimating, bid preparation, negotiating and managing a variety of electrical projects in the Seattle WA area. Projects were Commercial, Industrial, Public and Private. Education Bachelors Degree Norwich UniversiO, 1985 2. Insurance&Credit Hawkeye, LLC Bonding Capabilities Performance Bond Company: Performance Bond Rating: Bonding Limit: Broker: Insurance Certifications Type General Liability Automobile Liability Workers Comp Employers Liability Insurance Broker: Excess Liability Fed Tax ID # 11-3485874 DUNS # 07-743-0135 Arch Insurance Company 55 Madison Avenue Morristown, NJ 07962 A++ $120,000,000 AON Risk Services 300 Jericho Quadrangle Jericho, NY 11753 Contact: Thomas Bean (516) 342-2800 Carder Arch Insurance Company Arch Insurance Company Arch Insurance Company Arch Insurance Company Robert Bill and Associates 105 Broad Hollow Road Melville, NY 11747 Contact: Robert Bill (631) 608-1405 Illinois National Insurance Co. Limit~ $1,000,000/$2,000,000 $1,000,000 $1,000,000 $1,000,000 $20,000,000 Insurance Broker: Robert Bill and Associates 105 Broad Hollow Road Melville, NY 11747 Contact: Robert Bill (631) 608-1405 Credit References Altec Capital Services P.O. Box 10264 Birmingham, Alabama 35202 Rick Germaine (919) 676-5540 Bank of America 300 Broad Hollow Road Suite 300 Melville, NY 11747 Joseph Ancona (631) 547-7566 Cassel Truck Sales Corporation 550 North Ocean Avenue Patchogue, NY 11772 Steven Wuss (631) 758-5800 Reliable Equipment & Services, Inc. 92 Steamwhistle Drive Ivyland, PA 18974 Rick Baxter (800) 966-3530 HAWKEYE, LLC, HALPIN LINE CONSTRUCTION, LLC, AND PREMIER UTILITY LOCATING, LLC COMBINED FINANCIAL STATEMENTS DECEMBER 31, 2005 AND 2004 CONTENTS INDEPENDENT AUDITORS' REPORT COMBINED BALANCE SHEETS AS OF DECEMBER 3 I, 2005 AND 2004 COMBINED STATEMENTS OF INCOME AND MEMBERS' EQUITY FOR THE YEARS ENDED DECEMBER 31, 2005 AND 2004 COMBINED STATEMENTS OF CASH FLOWS FOR THE YEARS ENDED DECEMBER 31, 2005 AND 2004 NOTES TO COMBINED FINANCIAL STATEMENTS Page I 2 3 4 5.15 BLOOM HOCHBERG & CO., P.C. To the Members of Hawkeye, LLC, Halpin Line Construction, LLC and Premier Utility Locating, LLC Hauppauge, New York INDEPENDENT AUDITORS' REPORT We have audited the accompanying combined balance sheets of Hawkcye, LLC, Halpin Line Construction, LLC and Premier Utility Locating, LLC as of December 31, 2005 and 2004, and the related combined statements of income and members' equity and the combined statements of cash flows for the years then ended. These financial statements are the responsibility of the Companies' management. Our responsibility is to express an opinion on these financial statements based on our audits. We conducted our audits in accordance with auditing standards generally accepted in the United States of America. Those standards require that we plan and perform the audits to obtain reasonable assurance about whether the financial statements are free of material misstatement. An audit includes examining, on a test basis, evidence supporting the amounts and disclosures in the financial statements. An audit also includes assessing the accounting principles used and significant estimates made by management, as well as evaluating the overall financial statement presentation. We believe that our audits provide a reasonable basis for our opinion. In our opinion, the financial statements referred to above present fairly, in all material respects, the combined financial position of Hawkeye, LLC, Halpin Line Construction, LLC and Premier Utility Locating, LLC as of December 31, 2005 and 2004, and the results of their combined operations, changes in combined members' equity, and combined cash flows for the years then ended, in conformity with accounting principles generally acccpted in the United States of America. Cerlified Public Accountants New York, New York March 23, 2006 HAWKEYE, LLC. HALPIN LINE CONSTRUCTION, LLC, AND PREMIER UTILITY LOCATING, LLC COMBINED BALANCE SHEETS AS OF DECEMBER 3 I, 2005 AND 2004 (IN THOUSANDS) ASSETS CURRENT ASSETS: Cash and cash ¢quivalants Contracts receivable, net of allowance for doubtful colleclions of $360 and $310 in 2005 and 2004, respectively Costs and estimated earnings in excess of related billings on uncompleted contracts Small tools and supplies Prepaid expenses and other current assets Total current assets PROPERTY AND EQUIPMENT, at cost. net of accumulated depreciation and amortization of $13,696 and $10,824 in 2005 and 2004, respectively OTHER ASSETS: Due from affiliates Goodwill Marketable equity securities Total other assets TOTAL ASSETS LIABILITIES AND MEMBERS' EOUITY CURRENT LIABILITIES: Accounts payable and accrued expenses Notes payable Current porlloo of equipment related debt Billings in excess of costs and estimated earnings on uncompleted Total current liabilities NON-CURRENT LIABILITIES: Equipment related debt, less current portion Mortgage payable, affiliate Total non-current liabilities TOTAL LIABILITIES COMMITMENTS AND CONTINGENCIES MEMBERS' EQUITY TOTAL LIABILITIES AND MEMBERS' EQUITY 2005 $ 1,844 46,882 624 4,457 1,094 ~4,901 12.059 2,629 1,100 14~ 3,874 $ 20,944 17,019 1,264 1,750 40,977 967 2,625 ),592 44,569 2004 $ 2,682 22,819 426 2,078 1,069 ~9,074 3,180 1,100 4,453 45_154 $ 11,142 7,741 1,343 20,657 1,710 2,625 4.335 24,992 20,162 (2) tlAWKEYE, LLC. HALPIN LINE CONSTRUCTION. LLC, AND PREMIER UTILITY t. OCATING, LLC COMBINED STAI'EMENTS OF INCOME AND MEMBERS' EQUITY FOR THE YEARS ENDED DECEMBER 3 I, 2005 AND 2004 (IN THOUSANDS) INCOME: Sales Direct operating expenses Gross profit Indirect operating expenses Income from operations Other income (expense): Interest income Interest expense Gain on sale of equipment Loss on sale of securities Net income MEMBERS' EQUITY: Beginning of the year, January I Distributions Change in unrealized loss on marketable equity securities End of the year, December 31 S 2005 $ 150,644 124,270 26,374 16.730 9,644 96 (601) (9) 9,130 20,162 (3,000) ~27) 26.265 % To Sales 100.0 17.5 6.4 .1 (.4) 2004 $ 109.195 89.239 19,956 13,362 6,594 206 (373) 29 (28) 6,339 16,787 (3,000) % To Sales IO0.O 81.7 18.3 12.2 6.1 .2 (.4) (,I) 5~_8 HAWKEYE, LLC, HALPIN LINE CONSTRUCTION. LLC, AND PREMIER UTILITY LOCATING, LLC COMBINED STATEMENTS OF CASH FLOWS FOR THE YEARS ENDED DECEMBER 31~ 2005 AND 2004 (IN THOUSANDS) INCREASE (DECREASE) IN CASH: Cash flows from operating activities: Net income Adjustments to reconcile net income to net cash (used in) provided by operating activities: Change in unrealized loss on markelable equity securities Depreciation and amortization Gain on sale of equipment Loss on sale of securities Increase in contracts receivable (Increase) decrease in cosL~ and e~timated earnings in excess of related billings on uncompleted contracts Increase in small tools and supplies (Increase) decrease in prepaid expenses and other current assets Increase in accounts payable and accrued expemes Increase in billings in excess of costs and estimated earnings on uncompleted contracts Net cash (used in) provided by operating activities Cash flows from investing activities: Capital expenditures Decrease (increase) in due from affiliates Distributions from Greenport Power, LLC, net Proceeds fi'om the sale of equipment Net cash used in investing activities Cash flows from financing activities: Proceeds of nines payable and long-term debt RcpaT. meut of notes payable and long-term debt Distrtbutions Net cash provided by (used in ) financing activities Net (decrease) increase in cash CASH AND CASH EQUIVALENTS: Beginning of the year, January I End of the year, December 3 I SUPPLEMENTAL DISCLOSURE OF CASH FLOW INFORMATION: Cash paid during, the year for: Interest, including equipment loans SUPPLEMENTAL DISCLOSURE OF NON-CASH INVESTING AND FINANCING ACTIVITIES: The Company received seller financing 0£$785 and $363 for the acquisition of equipment in 2005 and 2004, respectivety. 2003 $ 9,130 (27) 2,942 (24,063) 098) (2379) 9,802 1.319 (2,561 ) 551 f2.0101 17,804 (10,133) (3.000) 4,671 (838) 2.682 1.84,1 989 2004 $ 6,339 36 2,774 (29) 28 (8,020) 397 003) 190 2,288 471 4,331 0,345) (232) 700 (8381 1,603 (I,899) 0,ooo) (3.296~ 197 2~485 $ 934 (4) HAWKEYE, LLC, HALPIN LINE CONSTRUCTION, LLC, AND PREMIER UTILITY LOCATING, LLC NOTES TO COMBINED FINANCIAL STATEMENTS DECEMBER 31, 2005 AND 2004 (IN THOUSANDS) (Note A) General: The accompanying combined financial statements include the amounts of the following companies: (I) Hawkeye~ LUC: Hawkeye, LLC (Hawkeye) provides a full range of services to electric utilities, municipalities, and electric equipment manufacturers. Services include overhead and underground electric construction, repair and maintenance; installation of fiber-optic cable; power plant/substatiun construction, maintenance and cxpansiun; and storm restoration work. It operates in New York State, New England, the MidAtlantic and Midwestern regions. (2) Half, in Line Construction. LLC: Halpin Line Construction, LLC (Halpin) provides a full range of services to electric utilities, municipalities, and electric equipment manufacturers. Services include overhead and underground electric construction, repair and maimeuance; installation of fiber-optic cable; power plant/substafiun construction, maintenance and expansion; and storm restoration work. It operates in the New England region. (3) Premier Utility Locating. LLC: Premier Utility Locating, LLC (Premier) provides utility line mark out services to telecommunication companies and electric, gas and water utilities, as well us leak detection services to gas utilities, It operates primarily in the Northeastern and Midwestem United States. Premier also offers services to detect stray voltage in New York and New England. Collectively, Hawkeye, Halpin and Premier are hereaficr referred to as "the Company." All entities are owned by William Haugland, the Company's President, through his direct and indirect ownership of Nawke¥c Group, LLC (HO). (Note BI Summary of Sianificar~t Accounting Policies: (I) Principles o f Combination The combined financial statements include the accounts of Hawkeye, Halpin and Premier. All intercompany accounts and transactions are eliminated. (5) I'{AWKEYE, LLC. tlALPIN LINE CONSTRUCTION. LI.C. AND PREMIER UTILITY LOCATING, LLC NOTES TO COMBINED FINANCIAL STATEMENTS DECEMBER 31, 2005 AND 2004 (IN THOUSANDS) (Note BI Summary of Sieniflcant Accountine Policies (continued): (2) Income Recoenltion: The Company performs services primarily under three types of contracts: lump suni, unit-price, and time and material. In connection with lump sum comracts, income is recognized in the accompanying financial statements under the percentage of completion method. Under the percentage of completion method, estimated revenue is recognized on contracts in progress based on the proportion ofcosts incurred to expected totals costs. Contract costs include all direct labor, equipment, subcontractor, material and other direct costs related to contract perfon~ance. Provisions for estimated losses on uncompleted contracts are made in the period in which such losses are determined. Changes in .job performance, job conditions, and estimated profitability may result in revisions to costs. Due to the inherent uncertainties in the estimate of the percentage complete, it is poss~le that the Company's estimate of income could change in the near term. In connection with unit-price contracts, revenue is earned throughout the contract as units (i.e., defined segments of work) ara completed. Income on unit-price contracts is recognized in the accompanying financial statements under the accrual method. In connection with time and material contracts, revenue is earned based on hourly rates for labor and equipment. Accordingly, income on time and material contracts is recognized in the accompanying financial statements under the accrual method. The asset referred to as "costs and estimated earnings in excess of related billings on uncompleted contracts" represents revenues recognized in excess of amounts billed on lump sum jobs in progress at year end. The liability referred to as "billings in excess of costs and estimated osmings on uncompleted contracts" represents amounts billed in excess of revenues recognized on lump sum jobs in progress at year end. (3) Mar uit Seeurii : Marketable equity securities arc classified as available for sale, and are reported at fair value. Unrealized gain or loss is excluded from net income, and is reported as a separate component of members' cquity. (6) IIAWKEYE, LLC, HALPIN LINE CONSTRUCTION, LLC, AND PREMIER UTILITY LOCATING, LLC NOTES TO COMBINED FINANCIAL STATEMENTS DECEMBER 31, 2005 AND 2004 (IN THOUSANDS) (Note BI Summary of Si~niflcant Accounting Policies (continued): (4) Pronertv, Enuipmenl~ and Depreciation: Property and equipment are recorded at cost. Depreciation is computed using the straight line method over the estimated useful lives of the assets. When properties ere retired, or othe~nise disposed of, the cost and related accumulated depreciation are removed from tee accounts, and the resulting gain or loss is credited or charged to operations, The policy ofthe Company is to charge amounts expended for maintenance and repairs to expense, and to capitalize expenditures for major replacements and betterments. (5) Income Taxes: Hawkeye, Halpin and Premier are limited liability companies. Therefore, their taxable income or loss is repofled by the Companies' members on the members' income tax returns. Accordingly, there is no provision for Federal or State income taxes herein. (6) Cash Flow~: For purposes of reporting cash flows, cash includes demand deposits, amounts due from banks, and all short-term investments with an original maturity of three months or less. (7) ConcentratiOnS: A financial instrument which potentially exposes the Company to a concentration of credit risk, as defined by Statement No. 105, is contracts receivable. For the year ended December 3 I, 2005, three customers accounted for approximately 52% of net sales. As of December 31, 2005, these customers accounted for approximately 37% of the contracts receivable balance. For the year ended December 31, 2004, two customers accounted for approximately 34% of net sales. As of December 3 l, 2004, these customers accounted for approximately 30% of the contracts receivable balance. Management does not believe significant credit risk exists al December 31,2005. The Company also maintains cash balances at credit worthy financial instituliuns where deposits under $100 are insured by thc Federal Deposit Insurance Corporation. HAWKEYE, LLC, tIALPIN LINE CONSTRUCTION, L, IoC. AND PREMIER UTILITY LOCATING. LLC NOTES TO COMBINED FINANCIAL STATEMENTS DECEMBER 3 I, 2005 AND 2004 (IN THOUSANDS) (Note BI Summary of Sinnificant Accountinn Policies (continued}: (8) Contracts Receivable: Thc Company provides an allowance for doubtful collections based upon a review of outstanding receivables, historical collection information, and existing economic conditions. Contract receivables are typically due 30 days aRcr issuance of an invoice. Invoices are generated upon meeting billing requirements as stipulated in the particular contract. Contract retentions are billed upon completion, and are due 30 days after acceptance by the customer. Delinquent receivables arc written offbaaed on individual credit evaluations. (9) Usc of Estimates: The preparation of financial statements in conformity with generally accepted accouming principles requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities, disclosure of contingent assets and liabilities as of the date of the financial statements, and the reported amounts of revenues and expenses during the reporting period. Actual results could differ fi'om those estimates. (10) Advertbinn Costs: The Company expenses advertising costs as incurred. Advertising expense amounted to $140 and $117 in 2005 and 2004, respectively. (! I) Goodwill: The Company has adopted Financial Accounting Standards Board (FASB) No. 142, which requires annual testing ofgoodwifi. The Company has determined the goodwill has not been impaired and, therefore, no impairment loss has been recognized. (12) .Reclassifications: Certain reclassifications have been made to the 2004 financial statements so that they conform to the 2005 presentation. ttAWKEYE, LLC, HALPIN LINE CONSTRUCTION, LLC, AND PREMIER UTILITY LOCATING, LLC NOTES TO COMBINED FINANCIAL STATEMENTS DECEMBER 3 I, 2005 AND 2004 (IN THOUSANDS) (Note C) Contracts Receivable: The following is a breakdown of contract receivable balances at December 3 I, 2005 and 2004: Billed as of December 3 I: Completed contracts Contracts in progress Retainage Unbilled as of December 31 2005 2004 $ 24,689 $ 19,272 13,699 1,970 617 980 8,237 907 Subtotal 47,242 23,129 (360~ (~10~ Less: allowance for doubtful collections Net contracts receivable (Note D) Contracts in Progre~ Costs and Estimated Earnings in Excess of Related Billings on Uncompleted Contracts: Costs incun'ed on uncompleted coniracts Estimated earnings Less: billings to date Costs and estimated earnings in excess of related billings on uncompleted contracts 2004 7,022 $ 2,801 465 35 f6.8631 (~,410) Billings in Excess of Related Costs and Estimated Earnings on Uncompleted Contracts: Costs incurred on uncompleted contracts E~timated earnings Less: billings to date Billings in excess of related costs and estimated earnings on uncompleted contracts $ 4,417 $ 1,344 669 358 (6.836} (2,1~3) (9) HAWKEYE, LLC, tlALPIN LINE CONSTRUCTION, LLC, AND PREMIER UTILITY LOCATING, LLC NOTES TO COMBINED FINANCIAL STATEMENTS DECEMBER 31, 2005 AND 2004 (IN THOUSANDS) ffNote El Prooertv and EouiDment: The following is a suramary of property and equipment at December 3 I, 2005 and 2004. December 31. 2005: Accumulated Net Book Depreciqble Life Cost Dcoreciation Value Land (1) $ 751 $ $ 751 Building and improvements (I) 39 years 4,684 591 4,093 Heavy equipment (2) 6 years 8,487 5,244 3,243 Autos and truck (3) 3 to 8 years 6,056 3,999 2,057 Light equipment (4) 3 years 4,318 3,025 1,293 Office furniture and equipment 4 to 7 years 1.459 837 622 Totals 1; 25.755 $ 13.69~6 $12.059 (I) Pledged as collateral for mortgage payable. (2) $3, 116 (at cost) is pledged as collateral for long-term debt. (3) $3,066 (at cost) is pledged as collateral for long-term debt. (4) $120 (at cost) is pledged as collateral for long-term debt. December 3 I. 2004: Accumulated Net Book Deorcciable Life Co~t Deorccietion Value Land (5) $ 751 $ $ 75 I Building and Improvements (5) 39 years 4,092 447 3,645 Heavy equipment (6) 6 years 8,249 4,188 4,061 Autos and truck (7) 3 to 8 years 5,183 3, 100 2,083 Light equipment (8) 3 years 3,178 2,525 653 Office furniture and equipment 4 to 7 years 998 564 494 Totals S 22.451 S 10.824 $ 11.627 (5) Pledged as collateral for mortgage payable. (6) $3,256 (at cost) is pledged as collateral for long-term debt. (7) $1,992 (at cost) is pledged as collateral for long-term debt. (8) $62 (al cost) is pledged as collateral for long-term debt. Depreciation and amortization expense for the years ended December 31, 2005 and 2004 was $2,942 and $2,774. respectively. (10) HAWKEYE, [,LC, HALPIN LINE CONSTRUCTION, LLCi AND PREMIER UTILITY LOCATING, LLC NOTES TO COMBINED FINANCIAL STATEMENTS DECEMBER 31,2005 AND 2004 (IN THOUSANDS) INote F) Marketable E{luitv Securities: The cost and fair value of marketable equity securities at December 3 I, 2005 are as follows: Cos.~.!~ Available for sale securities: Common stocks ~37g Unrealized Fair Value These marketable equity securities are collateral for margin debt. (Note G} Notes Payable: Notes payable due at December 3 I, 2005 and 2004 are as follows: Revolving credit facility with a bank, in the amount of $18 million. The facility ia used for working capital and letters of credit. The latters of credit may not exceed $3 million. The drawn amount accn~es interest at the rate of LIBOR plus two percent or at the higher of the Federal Funds Rate or prime less 50 basis points. The facility is collateralized by all of the Company's present and future personal property and equity/membership interests. The facility expires on June 10, 2010. Term loan facility ("Acquisition Line") with a bank in the amount of $10 million. The facility is to be used for acquisitions. The drawn amount accrues interest at the rate of LIBOR plus two and a half percent or at the higher of tbe Federal Funds Rate plus 25 basis points or Prime plus 25 basis points. The facility is collateralized by all of the Company's present and future personal properly and equity/membership interests. The facility expires on June 10, 2010. As of December 3 I, 2005, the Acquisition Line has not been drawn. The credit facilities described above contain certain covenants. The Company has maintained compliance throughout the year, and, is in compliance as of December 3 I, 2005. 200} $ 17,019 2004 (11) HAWKEYE, LLC, HALPIN LINE CONSTRUCTION, LLC, AND PREMIER UTILITY LOCATING, LLC NOTES TO COMBINED FINANCIAL STATEMENTS DECEMBER 31, 2005 AND 2004 (IN THOUSANDS) (Note Gl Notes Payable continued: Revolving credit facility with a bank, in the amount orS10 million. Thc facility was used for working capital, and thc undrawn amount accrued interest at the rate of prime plus .75%. The Company's borrowing capacity was based on a percentage of the Company's eligible accounts receivable. Thc facility was collateralized by all of the Company's present and future personal property and was guaranteed by the Hawkeyc Group, the Company's President, and Hog Wild Associates, Inc. The facility was paid in full during June, 2005, 2005 2004 $ $ 7,676 Margin debt to acquire marketable equity securities. The debt bears interest at a variable rate, and is collateralized by the marketable equity securities owned. Total notes payable Interesl expense on notes payable was $601 and $373 for the years ended December 3 I, 2005 and 2004. respectively. (Note HI E~ulnment Related Debt: The following is the Company's equipment related debt al December 3 I, 2005 and 2004: Notes payable to a vendor to finance the purchase of equipment maturing al various dates through March I, 2008. The notes bear interest at rates ranging from 8.0% to 8.5%. The notes are collateralized by the equipment acquired. Notes payable to vendors to finance the purchase of equipment maturing at various dates through December 22, 2008. The notes bear interest at rates ranging from 5.0% to 6.5%. The notes are cofiateralized by the equipment acquired. Notes payable to vendors to finance the purchase of equipment maturing at various dates through July 15, 2010. The notes bear interest at rates ranging from 8.0% to 8.5%. The notes are collateralized by the equipment acquired. Total equipment related debt Less: current portion Non-current portion 2~0~ 2004 $ 359 $ 630 190 1,682 2,231 (I,2(~4) 286 2,137 3,053 (12) HAWKEYE. LLC. HALPIN LINE CONSTRUCTION, LLC, AND PREMIER UTILITY LOCATING, LLC NOTES TO COMBINED FINANCIAL STATEMENTS DECEMBER 31. 2005 AND 2004 (IN THOUSANDS) (Note HI Eouinmell~ Related Del~t (continued): Maturities o£ equipment related debt over thc next five years and in the aggregate are as follows: Year Ending p¢cember 3 I, Amo~mt 2006 $ 1,254 2007 454 2008 285 2009 101 2010 127 Total Inlerest expense on equipment related debt was $165 and $229 for the years ended December 31, 2005 and 2004, respectively. (Note !1 Mortnane Payable~ Affiliate: 2004 The following is the Company's mortgage payable to an affiliate at December 31, 2005 and 2004: Pumhase money mortgage payable to Hog Wild Associates, Inc., a corporation wholly-own~l by the President of thc Company, executed in connection with the acquisition of Ibc land and building located in Patchogue, New York. Interest on Ibe note is payable in monthly installments of $19 beginning on December 31, 1999. The note bears interest at 8 l/2%, and has a balloon payment due on March 29, 2007. The note is secured by thc Patchogue land and building purchased. (NoteJ) Related Party Transactions: Interest expense on the $2,625 mortgage payable to Hog Wild Associates, Inc. was $224 for each of the years ended December 31,2005 and 2004 (Note I). The Company permits its President and affiliates to borrow money at fair market interest rates. Thc current balance due from Hog Wild Associates, lac will be repaid when the Company satisfies its $2,625 subordinated mortgage payable to Hog Wild Associates, Inc. (t3) IIAWKEYE, LLC, HALPIN LINE CONSTRUCTION, LLC, AND PREMIER UTILITY LOCATING, LLC NOTES TO COMBINED FINANCIAL STATEMENTS DECEMBER 31, 2005 AND 2004 (IN THOUSANDS) (Note J} Related Party Transactions continued: During each of the years ended 2005 and 2004, as the manager ofthe Greenpon Power Plant ("HEG"), which is owned by a company controlled by the President of the Company, Hawkeye charged HEG a fee of $500 for services rendered. The fees are included in sales in the accompanying statements of income. The Company provides direct labor support on an as needed basis to aid in the operations oftbe Oreenport power plant. Such charges are included in sales and total $170 and $224 for the years ended December 3 I, 2005 and 2004, respectively. The Company leases office space and vacant land fi.om related parties. The Company's corporate beadquarters in Hauppauge, New York and vacant land in Yaphank, New York are leased ~'om companies partially or fully owned by the President ofthe Company. Future minimum rental payments payable by the Company under these operating leases are expected to be as follows: Ending Hauppauge, Yaphank, December 3 I. New York New York Total 2006 $ I~o01 $ 468 $ 1,469 2007 1,001 468 1,469 2008 1,001 468 1,469 2009 1,001 312 1,313 2010 1,001 1,001 Thereafter 7.008 7.008 Total ~;12.0! 3 Sl.716 $13.729 (Note K} Commitments and Contlneencie~: The Company leases office space and vacant land for its operations. In addition, the Company subleases space it cunantly is not using. Future minimum rental payments payable by the Company under these operating leases (including the related party leases reflected in Note J) and the future minimum rental payments receivable under operating subleases cun'ently in force are expected to be as follows: Future minimum rental Future minimum rental Year Ending payments payable under payments receivable under December ~ ], ooeratin~ lease~ Qperating sub~eese$ Net 2006 $ 1,830 $ 871 $ 959 2007 1,784 733 1,051 2008 1,712 75 1,637 2009 1,363 77 1,286 2010 1,051 79 972 Thereafter 7,028 137 6,891 Total $ 14.768 g 1.972 S 12.79____~ (14) HAWKEYE, LLC, HALPIN LINE CONSTRUCTION, LLC, AND PREMIER UTILITY LOCATING, LLC NOTES TO COMBINED FIMANCIAL STATEMENTS DECEMBER 3 I, 2005 AND 2004 (IN THOUSANDS) (Note K} Commitments and Contineenclas (eontlouedk The Company leases machinery, equipment, and vehicles under operating leases expiring at various dates through 2012. Future minimum rental payments payable under these operating leases arc as follows: Year Ending December 3 I, Amount 2006 $ 4,872 2007 4,352 2008 3,59 I 2009 2,326 2010 445 Thereatler 724 Toml 16.310 The Company's total rental payments under operating leases and month to month rentals were $7,607 and $4,199 for the years ended December 3 I, 2005 and 2004, respectively. The Company's rental payments for office space totaled $833 and $271 for the years ended December 3 I, 2005 and 2004, respectively. The Company maintains insurance for general liability, worker's compensation and automobiles. The Company ia liable for thc first $ 100 of each claim under these policies to a yearly maximum of $3,230 These insurance costs are accrued based on claims reported as of the balance sheet date as well as an estimated liability for claims incurred but not reported. The total accrued liability for insurance costs was $3,089 and $2,061 as of December 31, 2005 and 2004, respectively. [Note L} Backlon: The following schedule shows a reconciliation of backlog representing the amount of revenue the Company expects to realize from work to be performed in subsequent years on uncompleted projects. Contracts in progress, December 3 I, 2005 77,000 Contracts awarded but not starled by December 31, 2005 35.000 Total backlog as of December 3 I, 2005 112.000 In addition, between January I and March 23, 2006, the Company entered into additional construction contracts with anticipated revenues of $55,000. (15) ENDOR NAME: VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. t// PARTNERSHIP FEDERAL EMPLOYEE ID #: !! - 3~"q~ L///./- OR SOCIAL SECURITY #: DATE OF ORGANIZATION: ~0 kJ, [ i ~' 0OO IF APPLICABLE: DATE FILED: IN~ o X/. STATE FILED: b,~fA SsD,~,! , ~e00 ~/~e k~ If a non-publicly owned Corporation: CORPORATION NAME: E+ b, l~&"~9~-oR~cT~'~s/ ~--~/¢. LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) /ou u INDIVIDUAL LIST OFFICERS AND DIRECTORS: NAME TITLE If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: 00300 Proposal Package 3 of 14 Town of Southold New Town of Southold Animal Shelter BID OPENS: ,2007 REMINDER NOTE ! ! !: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you! 00300 Proposal Package 1 of 14 BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. 00300 Proposal Package 2 of 14 ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: ADDRESS: CONTACT: TELEPHONE: E-MAIL: ONLY if different - MAIl, PURCHASE ORDER TO: ADDRESS: TELEPHONE: CONTACT: ONLY if different - MAll, PAYMENT TO: ADDRESS: E-MAIL: TELEPHONE: CONTACT: FAX: E-MAIL: 00300 Proposal Package 4 of 14 SECTION 00300 - PROPOSAL PACKAGE VENDORNAME: 1~' ~A RE TO .. T-iOt . ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: ~ df. /~ COkiSU~L)C_~TI OI~ If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general parmer and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: [] Insurance Certificate as requested is attached ~/I certify that I can supply insurance as specified if awarded the bid [] Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. 00300 Proposal Package 5 of 14 ~TION 00300 - PROPOSAL PACK~E AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other from or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. $. No attempt has been made or will be made to solicit, cause or induce any fu'm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this fa'm, or any intentionally high or non-competitive bid or other form of complementary bid. The bid of my fu-m is made in good faith and not pursuant to any agreement or discussion with, or inducement from any fm'n or person to submit a complementary bid. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services fi.om any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refi'ain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my fu'm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. Tl~e person signing this bid, under the~penalties of perjury, affirms the troth thereof. /~ ~. SWORN TO BEFORE ME THIS ~8 ~-¢~ ~.Z; 2- Sig~ifi'fe"c~ tomp~ny Position Type Name & Company Position Company N~e Date Si~ed Federal I.D. Number 00300 Proposal Package 6 of 14 SECTION 00300 - PROPOSAL PACKA~ PROPOSAL FORM TOWN OF SOUTHOLD ANIMAL SHELTER VENDOR ADDRESS: '/3/_ D !A/I'L-/_a'c2 74 V'£~ote_ -- .~/q-e. 0200 TELEPHONE NUMBER: ._~[{~ - q~l' q 030 FAX: ~-1¢ - 9;Z ! - qa 35" The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, hut only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated 00300 Proposal Package 7 of 14 ~CTION 00300 - PROPOSAL PACK~ Project Requirements/Biddin.q Guidelines New York law dictates that bidding by contractors for public projects exceeding a total cost of $50,000 requires a multiple prime contracts as described by Wick's Law. Lump sum pricing will be provided by discipline specific contractors in accordance with MEP and civil engineering scopes described below as separate "contracts". The Town of Southold will be responsible for assembling individual contracts with contractors to whom the project has been awarded. The lump sum price bids under ALL Payment Items shall include supervision and management, on- going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements, and shall comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. NOTE: THE TOWN OF SOUTHOLD RESERVES THE RIGHT TO INCREASE, DECREASE, OR ELIMINATE IN ITS ENTIRETY ANY OR ALL ITEMS PRIOR TO OR AFTER AWARD OF THE BID. 00300 Proposal Package 8 of 14 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID t General Conditions and Mobilizations I LS Dollars Cents Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and inddentals necessary to mobilize, construction staging, re-mobilization to the construction site, mee~ all of the general requirements set forth under Division 1, comply with all conditions set forth in the CondtiJons of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon comp4eta mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2A Site Demolition - Area "A" I LS for /LS r/I Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Demolition (inoludi~g Clearing/Grabbing and Removals) within Area "A" as defined on the Cont~ect Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall bo measured and paid for a the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the conbact drawings and described in this spedfication. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brash, root mat, saw cutting, pavements, all items in con§ict with proposed construction In Area "A" (as defined by the Confract Drawings), debris removal from site ~ean-up, construction layout and sawcutting. Inten'l':he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "A" as shown on the Construction Drawings while mainfaining controlled access to the site with maintenance and protection of traffic and ,edesthans during the entire length of construction. 2B Site Demolition - Area "B" I LS for ILS ~.'--r/ Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Demolition (including Ctaaring/Grubbing snd Removals) within Area "B" as defined on the Contract Drawings and accepted in accordance with the specifications. ~lethod of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall be measured and paid for a~ ~he contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw cutting, pavements, all items in conflict with proposed construction in Area "B" (as defined by the Contract Drawings), debris removal from site clean-up, construction layout and sawcutting. Inten['he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "B" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and ,edestrians during the entire length of construction. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-1 TOWN OF'~'OUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO, (Fill in Unit Price Written in Words) QUANTITY BID 3 Site Preparation, Unclassified I LS Excavation and Embankment'-/ for /LS Dollars Cents vlethod of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Preparation, Unclassified Excavation & Embankment measured in place and accepted in accordance with the specifications and drawfngs. dethod of Pavmeht: The quantity of accepted Site Preparation, Undasaified Excavation & Embankment shall be measured and paid for at he conl~act unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, naterJals, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this ~pedficafion. Induding Licensed Land Surveying, layout, rough grading, site cut-to-ffil, dean soils, transportation, spar removal, compediea and meeting the proposed grades. Ilntent: The Contractor shall perform all necessary earthwork and grading of the existing site in order to meet all proposed grades as shown on the drawings. 4 Site Drainage, Structures, Piping and I LS Frames/Grates for ILS Dollars Cents Method o! Measurement: The quantity to be paid for under this item shall be lump sum for the Site Drainage Systems (structures, pipe and grates/flames) measured in ptaea and accepted in accordance with the specifications and drawings. Method o[ Payment: The quantity of accepted Site Drainage Systems (structures, pipe and grates/frames) shall be measured and paid for at the contract price per lump sum bid as called fur in the proposal furm. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging including earthwork, piping, connection to building piping and clean-up shall be included in the lump sum cost for under this payment item. Intent: The Contractor shall install the Proposed Drainage System to the lines, level and grades as shown and detailed on the Construction Drawings. 5 Concrete Curb 480 LF for /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the number of lineal feet of Concrete Curb measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete curb shall be measured and paid for at the contract unit price per linear foot bid as ~alled fu~ in the proposal form. This price shall constitute full compensation fur furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork and rough grading. Intent: The Contractor shall install the proposed concrete curb to the grade and limits as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-2 TOWN OF SOUTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold BID NO. CONTRACT 'A' - GENERAL ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 6 Reinforced Concrete Sidewalk 3,700 SF for /SF '~" 18) ~ Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 4" thick reinforced :oncreta sidewalk measured in place and accepted in accordance with the spedfications and drawings. Vlethod of Pavment: The quantity of accepted concrete sidewalk shall be measured and paid for at the contract unit price per square foot bid is called for in the proposal form. This price shall constitute full compensation for tomishing all labor, materials, tools and equipment ~ecessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, ~ubgrade preparation, earthwork, reinforcement (6x6 wire mesh), edging, broom finish, the installation of tactile panels, dean. up and )rotacfion of work. intent: The Contractor shall install the 4" thick reinforced concrete sidewalk to the limits shown on the Construction Drawings. 7 6" Reinforced Concrete Slab 700 SF for /SF ~,(~ 4~ ~), - Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" reinforced cenorete slabs measured in place and accepted in accordance with the specifications and drawings. Method of Pavment: The quantity of accepted 6" thick reinforced concrete slabs shati be measured and paid fer at the contract unit price ~ square foot bid as celled for in the proposal form. This price shall constitute tull compensation for tumishing all labor, matadals, tools and equipment necessary to satisfactorily comptate the work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, formwork, edging, specified finish, steel reinforcement (as spedfied), dean-up and protection of wodc Intent: The Contractor shall install the proposed concrete slabs to the limits shown on the Consffuction Drawings. 8 6" Recycled Concrete Aggregate Subbase Material (Type '1 NYSDOT) 13,000 SF I, ~rl 7~CO for /SF Dollars Cents Method of Measurement: The quantity t~ be paid for under this item shall be the square feet finished surface area for 6" recycled concrete aggregate subbase material measured in place and accepted in accordance with the specifications and drawings. ~lethod of Payment: The quantity of accepted 6" recycled concrete aggregate subbase material (Type 1 NYSDOT) shall be paid for at the ~'ontract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing ali labsr, ~natariais, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this ;pecification. Indudieg survey layout, subgrade preparation, placement, compaction, finegradieg, clean-up and protection of werk. ntent: The Contractor shall install the 6" recycled concrete aggregate subbase layer to the limits shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-3 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Proposed Sanitary Systems 1 LS for /ES ~/~ ~ Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum or the Proposed Sanitary Systems measured in place and accepted in accordance with the specifications and drawings. Ba$1a of Payment: The Proposed. Sanitary System (outside building) shall be paid for at the contract lump sum unit price bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, matedals, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specificetton. Including piping, connections, inspestioos, controlled backfill and installation of all specified structures (tanks, leaching rings, hair-trap) associated with the two (2) systems. The installation of all interior drains and piping shall bo paid for under Contract "C", Item No. 2 'Building Plumbing'. Intent: Ti~e Contractor shall install the proposed sanitary systems (outside building) complete to SCDHS Standards and shown on the Construction Drawings. t0 4" Topsoil Layer 34,000 SF ~ for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be for each square foot of area where topsoil Is proposed in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 4" thick topsoil layer area shall be paid for at the contract unit price per square foot as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including furnishing of topsoil, laboratory testing of coil, recommended ammendments to soil, finegrading, layout, clean-up and protection of work. Intent: The Contractor shall install the 4" prolx~ed topcoil layer in the specified area as shown on the Cons~,JctJoo Drawings. 11 6" Concrete Filled Bollards 8 EA for /FA ~(~'- ~/2~(::~ "' Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be for each concrete4illed steel bollerd installed and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete-filled steel bol[ards shall be paid for at the contract unit price for each complete installation as celled for in the proposal form. Ti~is pdco shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Indeding layout, earthwork, concrete, steel bollard, painting, refecfodzed tape, clean-up and protection of work. Intent: The Contractor shall install the proposed concrete-filled steel pipe bollerds to the grades, lines and elevations as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-4 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Iteraized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 12 Proposed 3' High White Vinyl Picket Fence 200 LF for /LF i ~, I'~ - Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the number of lineal feet of 3' high whita vioyl picket fencing nstalled as measured and accepted in accordance with the specifications and drawings. E~asis of Pavraent: The quantity of accepted 3' high white vinyl picket fencing shatl be paid for at the contract unit price per linear foot bid as ~alled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary o satisfactorily complete the work as shown on the contract drawings and described in this specification. Including esrthwcrk, layout, fence materials (posts and fence sections), footings, hardware, gates, cleanup and protection of work. Intent: The Contractor shall install the proposed 3' high white vinyl picket fencing as required by the specifications and as shown on the Construction Drawings. 13 Animal Shelter Building Construction I LS for /ES Zj Dollars Cents Method ol~ Measurement: The quantity to be paid for under this item shall be lump sum for the buEding construction, incfuding foundation, slabs, wall and roof consb~ction, doors, windows, ceilings, cabinetry, finishes, equipment and other items not listed as separate line items accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted work shall be measured and paid for at the contract as a percentage of work completed per subcafagory item. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the eantract drawings and described in this specification. ntent: The Contractor shall perform all necessary work in compliance with the drawings and specifications. 14 Animal Shelter Kennel Units '1 LS for /ES rtl, '2z Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the coordination, preparation, manufacture and installation of kennel caging, identified as items 1 and 2 under the furniture fixture schedule. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This price shall constitute tull compensation for furnishing all coordination, labor, materials, manufacture, shipping costs, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. !ntent The Contractor shall provide al[ materials and labor to install indoor and outdour kennsl runs provided as part of the building. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-5 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRiPi'~ON OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID 15 Animal Shelter Animal Equipment and Furnishings I LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be individual prices for items as listed on the Cabineby/Fumishing/misc. Fixtures schedule on A1.4, with the iump sum being listed here and a breakdown by Schedule item number attached. Price to incJude site preparation, manufacture, shipping and installation of all items in full working order. I/lethod of Pavmep~; To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This prisa shall constitute full :ompansation for providing all coordination, labor, materials, manufacture, shipping costs, tools, misc. parts and equipment necessary to mtisfactoriiy complete the work as shown on the contract drawings and described in this specification. ntent: The Contractor shall provide all materials and laber to install animal related equipment and furnishings. t6 Epoxy Floor/wall coating I LS for /ES [ FOI r'/oO - Dollars Cents Method of Measurement: Per Square Fool Price to include site preparation, materials, shipping and insfallaben of all items to indusb¥ standards. Method of Payment: To be paid a percentage of work completed. This price shall constitute full compensation for providing all coordination, labor, materfals,toois, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and laber to insfali an epoxy floor and wall coating as referenced in the contract documents. TOTAL ~ I~. ~),~ Dollars Cents WRITTEN IN WORDS Total Pay Items #1 - #16 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. I I CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-6 TOWN OF $OUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL temlzed Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written In Words) QUANTITY BID CONTRACT 'A' - BID ALTERNATES Alt. 1 Walkway Pavers LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet tinished surface area for Walkway Pavers measured in place and accepted in accordance with the specifications and drawings. Method o[ Payment: The quantity of accepted Walkway Pavers shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, steel edging, clean-up and protection of work. Intent: The Contractor sha~l install the proposed walkway pavers to the limits shown on the Consbuction Drawings. Alt. 2 Asphalt Shingle Roof LS Reduction for t ~ C~::C,. - ILS Dollars Cents Method of Measurement: The quantity to be paid for under th~s item shall be a lump sum as measured from the drawings and accepted in ]ccordance with the specifications and drawings. ~lethod of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all abor, materials, foundation, tools and equipment necessary to satLsfactorily completa the work ss shown on the contract drawings and :toscribed in this specification, Intent: The Contractor shall remove the metal rooting from the job and replace it w~h 110 mph/40 year minimum warranty asphalt shingles ~ith undedayment and ice shield, installed as per manufacturer's directions. This price shall constitute full compensation for furnishing all abor, materials, tools and equipment neseseary to satLsfactorily complete the work as described and dsscribed in this specification. Alt. 3 Stainless steel countertops LS Dollars Cents Vlethod of Measurement: The quantity lo be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactority complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall remove the laminate countertops from cabinetry located in all animal rooms and animal care service areas. Backsplsshes shall be integral to the top. 3/4" plywood underlayment with holes cut for sinks, etc. shall be provided. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-7 · TOWN OF'S'OUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A° - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF iTEM ESTIMATED UNIT UNITPRICE EXTENDED BIDAMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Alt. 4 Alternative Acoustic Material - Pyrock LS Increase of '(~.Tc~'Fo~'¢ 'T~u--~ /SF i ~) CCC~- Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be per square feet as measured from the drawings and accepted n accordance with the specifications and drawings. ~lethod of Pavment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all abor, materials, foundation, tools and equipment necessary to satisfactorily cempiete the work as shown on the contract drawings and :lescribed in this specification. ntent: The Contractor shall remove the acoustic coating in the base centract and replace it with Pyrock, Inc. Acoustement 40, 1 · thick, white. This will entail an alternate subatrata approved by the manufacturer (cement board). This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as deacdbed and described in this specification. Alt. 5 Screened Subangular Stone Pavement LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface ares for screened subangular stone pavement areas as messured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Subangular Stone pavement areas shall be paid for at the conbact unit pdca per square foot bid as called for in the pmpceal form. Including layout, subgrade preparation, filter fabric instatiaticm, subangular stone (as specified), edging, clean-up and protection of work. Intent: The Contractor shall install the proposed subangular stone pavement areas to the grades, linea and limits as shown on the Construction Drawings. Alt. 6 Framed gables LS noreaseof /LS Dollars Cents I~lethod of Measurement: The quantity to be paid for under this item shall be the lump sum cost for replacing masonry gables with standard rramed gables as measured in place and accepted in accordance with the specifications and drawings. ~lethod of Payment: The quantity of accepted framed gables shall be paid as % of work completed as called for in the proposal form. ~,dditional design work required for the framed gable option will be charged by the design team as a reirobursible expense to the Town of SoutbeM. Framed gable drawings and details will be provided prior to awarding the bid to insure accurate pricing. Intent: The Contractor shalt install the proposed framed gable ends rather than masonry gables as shown on original Construction Drawings. the framed gables to include R19 insulation, double siJIs, inside sheathing of hardi backer board in kennels, 5/8" FRGWB other locations, )aint or acoustic treatment, exterior sheathing of 1/2" plywood, vapor bather, fiber cement beard with 1 x 2 cedar battens Z O.C. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-8 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO, (Fill in Unit Price Written in Words) QUANT~rY BID Alt. 7 Standard 12" Block Construction with Polymaster Injected Insulation I SF ~ollars Cents ~ethod of Measurement: Per Square Foot. Price to include site preparation, materials, shipping and installation of all items to industry ~tandards. Method of Pavment: To be paid a percentage of work completed. This pdce shall constitute tull compensation for providing all coordination, labor, materials,tools, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this spec~cation. Intent: The Contractor shall provide all materials and tabor to install an 12" block with Polymaster injected insulation fill. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-9 TOWN OF SOUTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold BID NO. CONTRACT 'A' - GENERAL ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written In Words) QUANTITY BID Option I Crushed Bluestone Walkways LS Dollars Cents ~fathod o! Measurement: The quantity to be paid for under this item shall be the square feet finished surfaco area for crashed bluestone ~,alkways as measured in placo and accepted in accordance with the spsciflcafions and drawings. i,lethod of Payment: The quantity of accepted Crushed Bluestone Walkway shall be paid for at the contract unit pdce per square foot bid as called for In the proposal form. Including layout, subgrade preparation, filter fabric iastalla~n, mushed b~uastone (as specified), edging, cleamup and protection of work. Ilttent: The Contractor shall install the proposed mushed bluestone walkway to the grades, lines and limits as shown on the Coastmcfion Drawings. Option 2 Pergola LS for /LS I I oeO.- Dollars Cents r,~ethed of ~,~rement: The quantity to be paid for under this item shall be a lump sum as measured in piace and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of wark completed. Intent: The Contractor shall provide the pergola detailed co A 801. Option 3 Add or Delete Epoxy flooring LS for ~ ~ ~'C) /SF { ~)! ~,- Dollars Cents ~lethod o~ Measurement: The quantity to be paid for under this item shall be per square foot, raprasenting either an increase or decrease in he base bid amount. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide ali materials and labor to install an epoxy floor and wall coating as referenced in the contract documents. Option 4 Delete Clear Masonry Coating LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing a decrease in the base bid amount. Method of Payment: The method of payment will be % of work completed. Intent; The Contractor shall provide all materials and labor to install a clear coating on masonry, both inside and outside. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-10 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold I~EM DESCRIPTION OF ITEM ESTIMATED i UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Decrease or increase the length of the kennel Option 5 wing by units of 4' in depth by full width of the 4'LF wing. for / 4' if units Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per unit of 4' by full width of kennel wing (rooms 16, 17). Method of Payment: The method of payment will be % of work completed. This price shatl constitute full compensation for furnishing tabor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this spedfication. Intent: The Contractor shall provide all materials and labor to install a the full architectural details inherent in the cost of extending or reducing ~he size of Une kennel wing. Option 6 Cat Box Furniture LS for ILS I ~., ~ Dollars Cents Vlethod of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance ~ith the specifications and drawings. Vlethod of Pavment: The method of payment will be % of work completed. 'ntent: The Contractor shall provide the cat boxes detailed on A8.2. Option 7 Signs (Al.4 Sign Schedule) LS for /ES Z~ ~ Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide signs as identified in sign schedules on A1.4 Option 8 Remove Classroom '12 SF for / SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per sf of Classroom 12 removal to include the elimination of doors #4, #5, and #24 and window #11. Window #10 will be moved to end of C2. All MEP will be removed and gable will be maintained on ne~ wall elevation. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-11 TOWN O~OUTHOLD ANIMAL SHELTER CONSTRUCTION emized Proposal for: Town of Southold BID NO. CONTRACT 'A' - GENERAL ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Option 9 Add/Delete windows or skylights SF Increase/Decrease of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square foot cost attributed to windows and skylights as measured in place and accepted in accordance with the specifications and drawings. Cost to include the replacement of the window with full wall or roof construction and fin~shes. Windows may be identified separately by type and size. Method of Pavment: The quantity of windows and skylights completed or deleted as called for in the proposal forrn. Intent: The Contractor shall provide pridng for windows on a square foot basis or by individual units specifically identified by size and type. CONTRACT 'A' - GENERAL PF-'I2 TOWN OF ~JTHOLD ANIMAL SHIELTER CONSTRUCTION Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) General Conditions and Mobilizations QUANTITY 1 BID NO. CONTRACT 'B'- HVAC UNIT PRICE EXTENDED BID for ILS Dollars Cents Method of Measurement: The amount bid shall include supervision and management, on-going project-related labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the ( general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of ( Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in throe (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b, Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project, ~nsurances, bonding, meet all of the Conditions of the ntent: This bid item shall facilitate requirements of Division 01000 of the specification and ( operations. Heating & Cooling Systems (complete) for ILS Dollam Cents The quantity to be paid for under this item shall accepted in accordance with the specifications and drawings. The accepted Heatin the proposal form. This pdce shall lisfactorily complete the work as shown on the contract drawings .ndenser units (CU), unit heaters, all ductwork to and from testing, balancing, and controls. __ the Contractor shall furnish and install the heating sum for the Heating & Cooling System installed and and paid for at the contract unit price per lump sum bid aa for furnishing all labor, materials, tools and equipment necessary to s specification. Including the air handlers (AH), hot water supply and return lines, refrigerant lines, piping, ,ystems complete as specified and shown on the drawings. TOTAL Dollars Cents Total all Pay Items # 1 & / NOTE: The Town of Southold reser~s the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. / / / CONTRACT 'B' - H.V.A.C. PF-t TOWN O~OUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'C' - PLUMBING Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT ldO. IFill in Unit PHn;* Written in W~rdst QUANTITY RID 1 General Conditions and Mobilizations t LS for ILS Dollars Cents Method of Measurement: The amount bid shall include supervision and management, on-going project-relatad expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobile, e, construction staging~ re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Pavment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. T~,~nty Five Percent (25%) upon second papal payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2 Building Plumbing 1 LS for ILS Dollars Cents Method of M~asurement: The quantity to be paid for under this item shall be lump sum for the Building Plumbing installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Plumbing shall be measured and paid for at the contract unit price per lump sum bid as celled for n the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to atisfactorily complete the work as shown on the contract drawings and described in this specification. Including supply lines, waterline nsulation, waste lines, connection to septic line, alt proposed plumbing fixtures, vent piping, inspections, water heater, feed to boilers, mixing valves and hose bibs. Intent: The Contractor shall furnish and install the Building Plumbing as specified and shown on the drawings. 3 Proposed 8" Water Service & Site Restoration (includes Hydrant) 1 LF for /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shail be linear foot unit price for the Proposed Water Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Water Service shall be measured and paid for at the contract unit pdce per linear foot bid as called for in the proposat form. This price shall constitute full compensation for furnishing all labor, materiais, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, hydrant installation, valves, testing, inspection and disinfecting. All fees to SCWA shall be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Water Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of the SCWA and SCDHS. CONTINUED ON NEXT PAGE CONTRACT 'C' - PLUMBING PF-I Itemize ITEM NO. 4 TOWN OF ~[ITHOLD ANIMAL SHELTER CONSTRUCTION Proposal for: Town of Southold DESCRIPTION OF ITEM (Fill in Unit Price Written in Wnrd~l Proposed RPZ Device & Water Meter Vault (includes 6" by-pass line) for /LS Dollars Cents ESTIMATED QUANTITY BID NO. CONTRACT 'C' - PLUMBING I UNIT J UNIT PRICE BID EXTENDED BID AMOUNT lilethod of Measurement: The quantity to be paid for under this item shall be lump sum for the Proposed RPZ Device & SCWA specified Water Meter Vault installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed RPZ Device shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary tc satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, pipe connections, 6" by-pass pipe, RPZ enclosure/vault, RPZ device, water meter vault, hardware, insulation, testing and inspections. The electric circuit and heat tracing shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 6" Electhc to RPZ Device". SCWA shall instal the water meter. Intent: The Contractor shall furnish and install a fully approved, tested and operational RPZ Device & water meter vault as specified, shown or the drawings and to the approval of the SCWA and SCDHS. 5 Building Fire Suppression System '1 LS ethod of ,.,,~a,,urement: The quant ty to be pa d for under th stem shall be lump sum for the Building Fire Suppression System installed and accepted in accordance with the specifications and drawings. ~Method of Payment: The accepted Building Fire Suppression System shall be measured and paid for at the contract unit price per lump sum ~id as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including connection to the building water supply line, valves, controls, inspections, testing, approvals, piping, heads and complete integration with the fire alarm system. The building fire alarm system shalr be installed by the Electhcal Contractor and paid under Contract "D", Item No. 5. Intent: The Contractor shall furnish and install a full approved, tested and operational Building Fire Suppression System as specified, shown on the drawings and to the approval of the Town Fire Marshall. r 6 I Proposed Gas Service & Site Restoration t for /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be linear foot unit price for the Proposed Gas Service installed and accepted in accordance with the specifications and drawings. ~lethod of Payment: The accepted Proposed Gas Service shall be paid for at the contract unit price per linear foot bid as called for in the 3roposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily ~omplete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road 'estoration, pipe installation, valves, testing and inspection. All fees to Keyspan shall be paid directly by the Town. Road restoration to nclude compacted recycled concrete aggregate to proposed subgrede elevations as shown on construction drawings. ntent: The Contractor shall furnish and install the Proposed Gas Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of Keyspan and the Project Engineer. CONTINUED ON NEXT PAGE CONTRACT 'C' - PLUMBING PF-2 TOWN OI~pUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'C' - PLUMBING Itemized Proposal for: Town of Southold ~ITEM DESCRIPTION OFITEM I ESTIMATED I UNIT I UNIT PRICE EXTENDED BIDAMOUNT' NO, (Fill in [Init Prlc~ Wriffen in Wnrdst QUANTITY BID TOTAL Dollam Cents WRITTEN IN WORDS Total all Pay Items # 1- # 6 NOTE: The Town of Southold reserves the dght to increase, decrease, or eliminate in its entirety any or all items pdor to or after award of the bid. CONTRACT 'C' - PLUMBING PF-3 TOWN OF SOI.~OLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) General Conditions and Mobilizations for ILS Dollars Cents ESTIMATED I UNIT QUANTITY BID NO. CONTRACT 'D' - ELECTRICAL UNIT PRICE EXTENDED BID AMOUNT BID Vtethod of Measurement: The amount bid shall include supervision and management, on-going project-?elated expenses, insurances, ~onding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet ail of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. ntent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. lilethod of Measurement: The quantity to be paid for under this item shall be a lump sum for the Temporary Electdc Service installed and ~ccepted in accordance with the specifications and drawings. I/lethod of Payment: The accepted Temporary Electric Service shall be paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily ~omplete the work as shown on the contract drawings and described in this speciflcat on ncluding connections to existing animal shelter ervice, 100 amp temporary service, frame, minimum of (4) four 20 amp circuits into the bud ng for contractors use, removal of temporary service when required and maintenance of system during construction. Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon removal of the temporary service. Intent: The Contractor shall fumish and maintain temporary 200 amp electric service for use by all trades during construction. The ~ervice shall be operational within 30 days from the full execution of Contract 'D'. 3for BuildingDollarsElectric & CommunicatiOnScents /LS 1 Method of .'.'.===urement: The quantity to be paid for under this item shall be lump sum for the Building Electric & Communications installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Electric & Communications shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including circuits, connection to proposed equipment and mechanicals, phone line homeruns, computer line homeruns, lighting, and controls. Intent: The Contractor shall furnish a complete and approved Building Electric & Communications system as specified and shown on the drawings with Electrical Underwriters approval CONTINUED ON NEXT PAGE CONTRACT 'D' - ELECTRICAL PF-'I TOWN OF S~II[THOLD BID NO. ANIMAL SHELTE1RR~ONSTR~UCTION CONTRACT 'D' - ELECTRICAL Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM I ESTIMATED I UNIT I UNIT P"ICE I EXTENDED BID AMOUNT I NO. (Fill in Unit Price Written in Words) QUANTITY BID 4 Building Telephone & Cable Service (outside building) 1 LS for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Telephone & Cable Service installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Building Telephone & Cable Service shall be measured and paid for at the contract unit price per lump sum bid as celled for in the proposal form. This price shall constitute full compensation for fumishing all labor, materials, tools and equipment necessary to satisfactorily compteta the work as shown on the contract drawings and described in this specification. Including trenching, 3ackfill, site restoration, cutting and patching of foundation wall, panels, end user fees (by Town), and connections. Intent: The Contractor shall fumish a complete and approved Building Telephone & Cable Service from Route 25 (Main Road) to the propose(: animal shelter building as specified and shown on the drawings. 5 Building Fire Alarm System I LS for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Fire Alarm System installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Building Fire Alarm System shall be measured and paid for at the contract unit price per lump sum bid as calred for in the proposal form. This pdce shall constitute full compensation for fumishing all labor, materials, tools and equipment necessary t¢ satisfactorily complete the work as shown on the contract drawings and described in this specification. Including devices, connection to fire suppression system, testing, inspection, and approvals. Intent: The Contractor shall furnish a complete and approved Building Fire ^larm System system as specified and shown on the drawings with Electrical Underwriters approval and the Town Fire Mamhall. 6 Electric to RPZ Device t LS for /LS Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be lump sum for the Electrical Contractor to install a dedicated circuit from the new animal shelter building to the proposed RPZ device heater (located within the RPZ vauit) installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted electric service connection to the RPZ Vault shall be paid for at the contract unit price per lump sum bid as called for in the proposal form. All costs associated with electdc conduit runs, trenching, backfill, restoration, wires, splice boxes, provide new service runs, outlet instaJlations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. Intent: The Contractor shall furnish and install an electric service connection to the heater located in the proposed RPZ vault as specified and ' shown on the drawings with Electrical Underwriters approval. TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items #1-#6 NOTE: The Town of Southold reserves the dght to increase, decrease, or eliminate in its entirety any or all items prior to or after '~ward of the bid. CONTRACT 'D' - ELECTRICAL PF-2 TOWN OF SOUTI~LD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'D' - ELECTRICAL Itemized Proposal for: Town of Southold J,,. ITEM DESCRIPTION OF ITEM UNIT UNIT PRICE EXTENDED BID AMOUNT ESTIMATED . NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilizations 1 LS for /LS Dollars Cents Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, rs-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50°/.) upon complete mobilization to the site. b. Twenty Five Pement (25%) upon second partial payment request. c. Twenty Five Pement (25%) upon successful completion and acceptance of the project. intent: This bid item shall facilitate rsquimments of Division 01000 of the specification and construction operations. 2 Temporary Electric Service 1 LS for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum for the Temporary Electric Service installed and ,accepted in accordance with the specifications and drawings. Method of Payment: The accepted Temporary Electric Service shall be paid for at the contract unit price per lump sum bid as called for in the )proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including connections to existing animal shelter service, 100 amp temporary service, frame, minimum of (4) four 20 amp cimuits into the building for contractors use, removal of temporary service when required and maintenance of system during construction. Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Pement (25%) upon second partial payment request. c. Twenty Five Pement (25%) upon removal of the temporary sewice. Intent: The Contractor shall fumish and maintain temporary 200 amp electric service for use by all trades during construction. The service shall be operational within 30 days from the full execution of Contract 'D'. 3 Building Electric & Communications 1 LS for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item sl~all be lump sum for the Building Electric & Communications installed end accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Electric & Communications shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment ~ecessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including circuits, ~'onnection to proposed equipment and mechanicals, phone line homeruns, computer line homeruns, lighting, and controls. ilntent: The Contractor shall furnish a complete and approved Building Electric & Communications system as specified and shown on the drawings with Electrical Underwriters approval. i CONTINUED ON NEXT PAGE CONTRACT 'D' - ELECTRICAL PF-1 ~CTION 00300 - PROPOSAL PACI~E ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the ~dday of ~. ~P..Oc{ in the year 2007 before me, the undersigned, personally appeared, .PY, q/.Z-i~ ?, _l/na~ s! Od , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. 00300 Proposal Package 9 of 14 SECTION 00310 - BIDDER'S QUALIFICATION STATEMENT Town of Southold The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers tolipterrogatgriqs hereinafter made. SUBMITTED BY: ~~11 ~1 [ J~l Corporation Partnership or Entity An Individual PRINCIPAL OFFICE: PRINCIPAL OFFICERS: TITLE NAME ADDRESS BACKGROUND PROFESSION/TRADE qO tO ~L~t S AvL Sx/o$£ET, Nxl Il-lq I Co~d s rleucTIol~ 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? 6~'"' % List trades that you organization normally performs below: 3. Have you ever failed to complete any work awarded to you? P4 0 . If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. ~ 0 00310 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. ~ O 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Pement Scheduled Name Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work 00310 SECTION 00310 - BIDDER'S QUALIFICATION STATEMENT List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Capacity Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? ]X] 0 00310 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF NEW YORK COUNTY OF SUFFOLK ~l..l iO?i ~_OUI~K~OU being dulyswomdeposesandsaysthatheis the P-R ~'5 I' b ~'~k] T' of ~'4~,4 ~:~_~T'o ~a, rSe~l ._~/0~. contractor and that ansWers to the foregoing questions and all statements therein contained are tree and correct. (Signature of~ers~n who signed bid) Sworn to before me this Notary Public Commission Expiration Date: day of ,2007 00310 E&A RESTORATION INC. Projects Completed Nassau County Requirements Contract Nassau County, NY Contract No. B90962G Contract Amount: 975,000.00 Completed: 9/2005 Architect: In-House Nassau County Owner's Representative: Frank Stabile (516) 571-6812 Andy Filareo (516) 817-4374 Nassau County Requirements Contract Nassau County, NY Contract No. B90961G Contract Amount: 750,000.00 Completed: 2/2005 Architect: In-House Nassau County Owner's Representative: Frank Stabile (516) 571-6812 Roof Rehabilitation Various Nassau County Buildings, NY Contract Amount: 1,282,350.00 Architect: In-House Nassau County Owner: County of Nassau Owner's Representative: Contract No. B9061802G Completed: 3/2006 Michael Puleo (516) 571-6917 Additions & Alterations to Substation Centereach Fire District No. Howell Ave., Centereach, NY Contract No. CRFD-0401 Contract Amount: 1,004,903.64 Completed: 4/2006 Architect: H2M Group, Jennifer Curtin (631) 756-8000 Owner: Centereach Fire District Owner's Representative: Commissioner D'Onforio (631) 588-8652 The New Cold Spring Harbor Library and Environmental Center Rte.25A, Cold Spring Harbor, NY Contract No. 9273 Contract Amount: 90,412.00 Completed: 4/2006 Architect: Beatty, Harvey & Associates, LLP Owner: Cold Spring Harbor Library Owner's Representative: Sullivan & Nickel Construction (631) 738-7750 John McCort cell (516) 330-9373 Kitchen Renovations at Headquarters Copiague Fire District Contract No. G-G.C.- CPFD 05-02 Contract Amount: 78,270.87 Completed: 4/2006 Architect: H2M Group, Danny Tanzi and Jennifer Curtin (631) 756-8000 Owner: Copiague Fire District Owner's Representative: Bobby (516) 852-2524 40 WILLIS AVE., SUITE 200, SYOSSET, NY 11791 (516) 921-7030 * FAX: (516) 92143259 E&A RESTORATION INC. Art/Technology Classroom Renovation Baldwin Middle School SED No.28-02-10-03-0-012-018 Contract Amount: 197,300.00 Completed: 9/2006 Architect: H2M Group, Saverio Belfiore (631) 756-8000 Owner: Baldwin Union Free School District 2005/2006 Capital Improvements, Hicksville Union Free School District Burns Ave. Elementary School and Hicksville Middle School Contract Amount: 131,455.00 Completed: 9/2006 Architect: John A. Grillo Architect P.C. (631) 476-2161 Owner: Hicksville Union Free School District Addition to Park House 259 Front St., Massapequa Park, NY Contract Amount: 292,800.00 Completed: Architect: H2M Group, Veronica Byrnes (631) 756-8000 Owner: Massapequa Fire District Owner's Representative: Richard Paul (516) 798-2648 1/2005 Nassau County Campus Construction T. Roosevelt Government Offices (B90230101G) 101 Grumman Road, Bethpage, NY 11714 Contract Amount: 1,126,605.00 Completed: Architect: In-House Nassau County Owner: County of Nassau Owner's Representative: Frank Stabile (516) 571-6812 Nick Pappas (516) 680-5693 9/2004 Addition and Alterations to Chatterton Elementary School and Levy-Lakeside Elementary School Merrick, NY Contract Amount: 2,900,000.00 Completed: 9/2003 Architect: Burton, Behrendt & Smith (631) 475-0349 Owner: Merrick Union Free School District Owner's Representative: Sydney Freifelder (516) 992-7200 Interior Renovation to Bethpage High School (2000-200-7) Cherry Ave. & Stewart Ave., Bethpage, NY 11714 Contract Amount: 1,462,550.00 Completed: Owner: Bethpage Union Free School District Owner's Representative: Vince Russo (631) 567-0200 10/2005 40 WILLIS AVE., SUITE 200, SYOSSET, NY 11791 (516) 921-7030 * FAX: (516) 921-0259 E&A RESTORATION INC. Renovation & Addition to Merrick Hook & Ladder (PW8-03) One Oakwood Ave., Merrick, NY Contract Amount: 2,384,677.98 Completed: Owner: Town of Hempstcad Owner's Representative: John Gibilaro (516) 812-3065 10/2005 Additions & Alteration to Sea Cliff Elementary School Carpenter Ave., Sea Cliff, NY Contract Amount: 7,300,000.00 Completed: Owner:North Shore Union Free School District Owner's Representative: Richard Kavanaugh (516) 705-0383 10/2001 40 WILLIS AVE., SUITE 200, SYOSSET, NY 11791 (516) 921-7030 * FAX: (516) 92143259 · E&A RESTORATION INC. Projects in Progress Portico Restoration, Old County Courthouse Nassau County, NY Owner: County of Nassau Architect: John G. Waitte Associates Contract Amount: 1,635,914.00 Contract No. B90230102G % Completed: 98% Nassau County Requirements Contract Nassau County, NY Owner: County of Nassau Architect: In-House Nassau County Contract Amount: 1,500,000.00 Contract No. B90963G % Completed: 55% HVAC and Electrical Improvements for the Vanderbilt Museum, Phase II Suffolk County Dept. of Public Works Contract No. 1- G.C. Owner: County of Suffolk Architect: In-House Suffolk County Capital Project No. 7443/7445 Contract Amount: 228,067.00 % Completed: 80% Interior Alterations and Renovation to Headquarters Huntington Manor Fire District Owner: Huntington Manor Fire District Architect: Frank G. Rclf, Architect P.C. Contract Amount: 852,000.00 % Completed: 90% Improvements to Historic Structures, Timber Point Golf Course, Phase I Suffolk County Dept. of Public Works Contract No. 1- G.C. Owner: County of Suffolk Architect: In-House Suffolk County Capital Project No. 7510 Contract Amount: 434,000.00 % Completed: 60% Masonry & Roof Repairs to Church of Notre Dame New Hyde Park, NY Owner: Diocese of Rockville Centre Architect: LAS Associates, Architects Contract Amount: 229,700.00 % Completed: 10% ADA Title II Compliance Various Nassau County Buildings Owner: County of Nassau Architect: In-House Nassau County Contract Amount: 479,000.00 % Completed: 40 WILLIS AVE., SUITE 200, SYOSSET, NY 11791 (516) 921-7030 * FAX: (516) 92143259 Contract No. B90918015G 5% E&A RESTORATION INC. CONSTRUCTION EXPERIENCE KALLIOPI VOURNOU President of E & A Restoration Inc. Twenty years of experience in construction administration. STEVE VOURNOU Project supervisor of E & A Restoration Inc. Over 30 years of hands-on and supervisory experience on the field. Supervision of labor, materials and equipment, subcontractors and suppliers. ANTONIOS VOURNOU Project Manager of E & A Restoration Inc. Coordinates project labor, materials, equipment. Supervises subcontractors and suppliers. BS in Architecture. JENNY SAKALIS Project Administrator of E & A Restoration Inc. Ten years of experience in the commercial/public work sector. Works with project team to prepare and execute projects from award to completion. R CASTRONUOVA Estimator of E & A Restoration Inc. Over 25 years of experience in the construction industry from estimating, bidding, project award through project completion. BS in Architecture. HOWARD LEE CHRIS THALASSIS Estimator of E & A Restoration Inc. Ten years of experience in the construction industry from architectural design, estimating, engineering and project management. MS in Architectural Design and MS in Architectural Engineering. Project Manager of E & A Restoration Inc. Reviews, prepares and executes project from award to completion. Coordinates labor, materials, equipment. BS in Mechanical Engineering. SOM KONGDASENGCHANH Superintendent of E & A Restoration Inc. Supervises and coordinates subcontractors, labor, material and equipment. Works hands-on in the office and in the field. CARMELO GIAMMALVA Superintendent of E & A Restoration Inc. Strong knowledge and training in the electrical field. Supervises and coordiuates multi prime projects. 40 WILLIS AVE., SUITE 200, SYOSSET, NY 11791 (516) 921-7030 * FAX: (516) 921-0259 N. y. S. DEPARTMENT O~ATE DIVISION OF'eORPOP. ATio ' ALBANY, ~ 1~231-0001 ===~=======~___ = . = FILING RECEIPT '~°*~.~lON INC. - .... 733 SOUTH OYSTER BAy RD BETHPAGE NY 11714 DOCUMENT TYPE : ASSUMED NAME CERTIFICATE SERVICE COMPANY : GERALD WEINBERG, INC. === .... =_~= t ~ CODE. 14 FILED: 11/1~9n~^ -= ......... ~NCIPAL LOCATION I , | COMMENT: ASSUMED NAME E & A CONSTRUCTION * FEES : 60.00~=='~===~='==I==~ .... ===-- P~AYMF_~s: ~0.00 * .... -~----'~2_ ' * FILING : 25.00 CASH * COUNTY : * COPIES : MANOS & ORPF~ANIDES ACCOUNTING OFFIC * MISC · 38-08 BELL ~LVD STE ' * HANDLE : :s.oo 10.00 0. O0 E & A RESTORATION INC. FINANCIAL STATEMENTS For The Year Ended October 31, 2006 E & A RESTORATION INC. October 31, 2006 INDEX REVIEW REPORT OF INDEPENDENT CERTIFIED PUBLIC ACCOUNTANT FINANCIAL STATEMENTS Balance Sheet Statement of Income and Retained Earnings Statement of Cash Flow Notes to Financial Statements ACCOUNTANT,S REPORT ON SUPPLEMENTARY INFORMATION SUPPLEMENTARY SCHEDULES Schedule 1.Accounts Receivable Schedule 2-Summary of Contracts in Progress Schedule 3-Costs of Operations Schedule 4-General and Administrative Expenses Schedule 5-Revenues and Gross Profit PAGE NO. 3 6 ? 8-11 12 13 14 15 16 17 TOM MANOS, CPA To the Board of Directors and Shareholders E & A Restoration Inc. Syosset, New York I have reviewed the accompanying balance sheet of E & A Restoration Inc. as of October 2006, and the related statements of income and retained earnings, and cash flows for the year then ended, in accordance with the Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. All information included in these financial statements is the of E & A Restoration Inc. representation of the management A review consists principally of inquir/es of company personnel and analytical procedures applied to financial data. It is substantially less in scope than an examination in accordance with generally accepted auditing standards, the obiective of which is the expression of an opinion regarding the financial statements taken as a whole. Accordingly, I do not express Such an opinion. Based on my review, I am not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with generally accepted accounting principles. November 28, 2006 E & A RESTORATION/NC. BALANCE SHEET October 31, 2006 ASSETS CURRENTASSETS Cash Accounts receivable Costs and estimated earnings in excess of billings on uncompleted contracts Prepaid expenses Total Current Assets FIXED ASSETS Machinery and equipment Office equipment Transportation equipment Less: accumulated depreciation Net Fixed Assets TOTAL ASSETS $ 645,542 1,138,606 128,886 1,297 $ 1,914,531 60,468 5,500 74,468 32,30~99 $ 1,946,840 See accountant's review report and notes to financial statements. 4 CURRENT LIABILITIES Accounts payable Union dues payable Income taxes payable Payroll taxes payable Total Current Liabiliiies LONG TERM LIABILITIES Stockholder's loan E & A RESTORATION INC. BALANCE SHEET October 31, 2006 LIABILITIES AND STOCKHOLDER'S EQUITY TOTAL LIABILITIES STOCKHOLDER,S EQUITY Capital stock-No par value.200 shares authorfzed issued and outstanding Retained earnings Total Stockholder's Equity TOTAL LIABILITIES AND STOCKHOLDER,S EQUITY 689,828 6,877 325 4__61 $ 697,491 _ 318,500 1,015,991 20,000 ~910,849 ___~930,849 1,946,640 See accountant's review report and notes to financial statements. 5 E & A RESTORATION/NC. STATEMENT OF INCOME AND RETAINED EARNINGS For The Year Ended October 31, 2006 Contract Revenues Costs of Operations GROSS PROFIT General and Administrative Expenses Income From Operations Other Income {expense) Interest Income Income Before Income Taxes Provisions for Income Taxes NET INCOME FOR THE YEAR Retained Earnings at Beginning of Year Retained Earnings at End of Year $ 3,458,839 __ 2,738,743 720,096 405,388 314,708 11,277 325,985 325 325,660 585,189_ $ 910,849 See accountant's review report and notes to financial statements. 6 E & A RESTORATION INC. STATEMENT OF CASH FLOWS For The Year Ended October 31, 2006 INCREASE (DECREASE) IN CASH CASH FLOWS FROM OPERATING ACTIVITIES Net Income Adjustments to reconcile net income to net cash provided by operating activities: Depreciation Change in assets and liabilities: Increase in accounts receivable Increase in costs and estimated earnings in excess of billing on uncompleted contracts Increase in prepaid expenses Increase in accounts payable Increase in taxes payable Total adjustments Net cash provided by operating activities CASH FLOWS FROM INVESTING ACTIVITIES Purchase of assets CASH FLOWS FROM FINANCING ACTIVITIES Increase in stockholder's loan Net increase in cash Cash at beginning of year CASH AT END OF YEAR $ 12,661 (275,360) (1,297) 190,646 7,238 $ 325,660 (130,71~ 194,947 (5,500) __ 318,§00 507,947 __ 137,_595 $ 645,542 See accountant's review report and notes to financial statements. 7 E & A RESTORATION INC. NOTES TO RNANCIAL STATEMENTS October 31, 2006 NOTE t. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES E & A Restoration Inc. hereafter referred to as the Company, was incorporated under the laws of the State of New York in November of 2000. The Company has the authority to issue two hundred (200) shares of common stock without par value. Issued and outstanding are two hundred (200) shares of common stock with a stated value of $ 20,000. The Company constructs industrial, commercial and residential buildings. The work is performed under fixed-price contracts modified by incentive provisions. The projects are located in New York State. The Company follows the practice of filing statutory liens on all construction projects where collection problems are anticipated. The liens serve as collateral for contracts receivable. Basis of Accountin~ Management uses estimates and assumptions in preparing these financial statements in accordance with generally accepted accounting principles. Those estimates and assumptions affect the reported amounts of assets and liabilities, the disclosure of contingent assets and liabilities, and the reported revenues and expenses. Actual results could vary from the estimates that were used. Revenue is recognized by the percentage of completion method for financial reporting purposes. Percentage of completion is determined by the relationship between the costs incurred to date and the total estimate costs. For income tax PUrposes, the Company recognizes revenue and costs under the cash method of accounting, reporting as revenue amounts actually received, and as expense amounts actually paid. R_Revenue and Cost Reco.qnitio~ Revenues from long-term construction contracts are recognized under the percentage of completion method. Under this method, progress towards completion is recognized according to the ratio of incurred costs to estimated total costs. This method was chosen because management considers costs incurred to he the best available measure of progress on contracts in process. E & A RESTORATION INC. NOTES TO FINANCIAL STATEMENTS October 31, 2006 NOTE 1- SUMMARY OF SIGNIFICANTACCOUNTI~/G POLICIES (CONTINUED) Contract costs include all direct labor and material costs and all other direct and indirect costs related to contract Performance. When an estimated loss on a contract becomes determinable the entire amount of the estimated loss is recognized in the financial statements. For long term contracts that extend over a period in excess of one year, revisions in estimated costs and earnings are recognized in the per/od in which such revisions are determined. Contracts, which are substantially complete, are considered complete for financial statement purposes. Revenues earned on contracts in progress in excess of billings are classified as a current asset "costs and estimated earnings in excess of billings on uncompleted contracts',. Amounts billed in excess revenues earned are classified as a current liability "billings in excess of costs and estimated earnings on uncompleted contracts". Fixed Assets Property and equipment is stated at cost. When items of property and equipment are sold or retired, the related costs and accumulated depreciation are removed from the accounts and any gain or loss is included in income. The costs of additions and betterment are capitalized and expenditures for repairs and maintenance are expended in the period incurred. Depreciation of property and equipment is provided utilizing the UACRS methods over the estimated useful lives of the respective assets ranging from 5 to 10 years. Income Taxes As of November 1, 2004, the Company has elected to be treated as a Sub-chapter S corporation under the section 1362 of the Internal Revenue Service Code, which provides that in lieu of corporation income taxes, the income is passed onto the shareholders who report same on their personal income tax returns. New York State follows the federal regulations therefore, no ProVision for federal income tax and New York State franchise tax is reflected in these financial statements. Insurance premiums and other expenses, which are made in a single payment, are capitalized and amortized using the straight, line method over the twelve-month period to which they apply. E & A RESTORATION INC. NOTES TO FINANCIAL STATEMENTS October 31, 2006 NOTE 1. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED) G_eneral, Sellin.q and Administrative Expend( ~ Operating premiums are generally charged to operations as they are incurred. Expenses benefiting more than one period are deferred and amortized into operations as they expire. Bad Debts Contract receivables are written off when deemed uncollectible and charged to income as bad debts. No allowance for doubtful receivable is provided. NOTE 2 - CONTRACT RECEIVABLES Contract receivables as of October 31, 2006 consisted of the following: Completed contracts Contracts in progress $ 272,449 Retainage 700,228 Total ~ $ I=~38.80~6 NOTE 3- CONTRACTS IN PROGRESS Details of costs and estimated earnings with respect to contracts in progress as of October 31, 2006 are as follows: Costs incurred on contracts in progress Estimated earnings Billing to date 1,457,257 330,459 1,787,716 1,658,830 128,666 Included in accompanying balance sheet under the following captions: Costs and estimated earnings in excess of billings on uncompleted contracts $_ t26,666_ 10 E & A RESTORATION INC. NOTES TO FINANCIAL STATEMENTS October 31, 2006 NOTE 4. RELATED PARTY TRANSACTIONS Premises rental The Company's operating facility is located in Syosset, New York, in a building owned by the stockholder. Rental has been fixed at $3,500 per month, on a month-to-month basis. Stockholder's Loan During the year the stockholderlowner has made cash advances to the Company as a long term loan, in the amount of $316,500. Repayment terms have not been finalized, depending upon future decisions of the management. Note 5 - NASSAU COUNTY REQUIREMENTS CONTRACT The Nassau County Requirements Contract consists of emergency and maintenance work at various locations within Nassau County. The Company has the exclusive contract as a General Contractor until such time as the next bidding takes place. The final contract amount may be substantially below or it may substantially exceed the initial estimated contract amount. So far the Company has completed two contracts. The contract #Bg0961G and contract # Bg0962G. Currently the Company is working on contract # Bg0963G, which has an initial estimated amount of $I,500,000. As of October 31, 2006, 45% has been completed. Note 6 - CREDIT LINE The Company maintains a credit line with a bank in the amount of $100,000. This credit line is unsecured. During the year the Company did not use this credit line. As of October 31, 2006 there was no balance outstanding. 11 TOM MANOS, CPA 38-08 Bell Blvd, Suite 4, Bayside, NY 11361 TEL (718) 229-5888 FAX (718) 229=6841 ACCOUNTANT'S REPORT ON SUPPLEMENTARY INFORMATION To the Board of Directors and Shareholders E & A Restoration Inc. Syosset, New York My report on my review of the basic financial statements of E & A Restoration Inc. as of October 31, 2006 appears on page 3. That review was made for the purpose of expressing limited assurance that there are no material modificalJons that should be made to the financial statements in order for them to be in conformity with the generally accepted accounting principles. The information included in the accompanying Schedules 1 to S is presented only for supplementary analysis purposes. Such information bas not been subjected to the inquiry and ana~dcal procedures applied in the review of the basic financial statements, but it was compiled from the information that is the represent~on of management, without audit or review. Accordingly, I do not express an opinion or any other form of assurance on the supplementary information. November 28, 2006 ~2 E & A RESTORATION INC. AGING OF ACCOUNTS RECEIVABLE October 31, 2006 SCHEDULE1 DESCRIPTION A~OUNT ~ 3_11-60 61-90 Sterling Glen $ 383,750 359,562 Huntington Manor FID 179,876 160,626 Roofs/Rehabilitation 138,501 Portico Restoration 122,570 82,002 Nassau Co. Requirements 101,484 15,369 37,080 Contract # B90963G 18,914 Baldwin MS 118,975 109,110 Vanderbilt Museum 35,118 28,263 Nassau Co. Requirements 31,962 Contract # Bg0961G Miscellaneous jobs _ 26,570 _ 10,028 9,970 _ 6,572 $1,138,806654,695 -- ~ 157,315 25,486 OVER 90 RETAINAGE 24,188 19,250 73,098 65,403 40,568 30,121 9,865 6,855 31,962 135,181 166,129 See accountant's report on supplementary information. 13 E & A RESTORATION INC. SUMMARY OF CONTRACTS IN PROGRESS October 31, 2006 Project Descn_d~fion Nassau Co. Requirements Contract # B90963G Estimated Estimated Estimated Contract Total Gross Revenue Billing Costs Costs To _ Price . ___Costs _ Profit __Earned To Date To Date~ C~omplete $ 1,500,000 1,275,000 225,000 675,000 652,974 573,948 701,052 Roofs Rehabilitation 2,201,000 Nassau Co. Buildings Sterling Glen of Roslyn 1,400,000 Vanderbilt Museum 228,067 Huntington Manor FID 652,000 Timber Point Golf Course 434,000 ADA Title II Compliance 479,000 Nassau Co. Buildings Church of Notre Dame Total __ 229,700 $ 7,323,767 1,806,000 395,000 44,020 36,312 1,769,688 1,100,000 300,000 504,000 483,750 396,457 703,543 180,000 48,067 141,402 137,106 111,714 68,286 682,000 170,000 400,440 385,000 320,580 361,420 342,000 92,000 8,680 6,925 335,075 384,000 95,000 9,580 7,738 376,262 __ 171,700 __ 58,000 5'940,700 1~,383,067 _ 4,594 __ 3,583 _ 168,117 1,787,716 1,658,830 1~,457,25~ 4~,483,443 See accountant's report on supplementary information. SCHEDULE 2 Costs and Estimated Earnings Percentage in Excess Completed ~of Billin~ls. __ % 22,026 45 44,020 2 20,250 36 ~296 62 15,440 47 8,680 2 9,580 2 4,594 128,886 2 14 E & A RESTORATION INC. COSTS OF OPERATIONS For The Year Ended October 31, 2006 SCHEDULE 3 Subcontracting Direct labor Purchases Union expenses insurance and bonds Payroll taxes Equipment rental Depreciation Truck expenses Other direct costs Engineering fees Total Costs of Operations $ 1,160,193 502,410 436,441 234,969 261,491 53,288 45,238 12,661 13,416 10,556 8,080 $ 2,738,743 See accountant's report on supplementary information. 15 E & A RESTORATION INC. COSTS OF OPERATIONS For The Year Ended October 31, 2006 SCHEDULE 3 Subcontracting Direct labor Purchases Union expenses Insurance and bonds Payroll taxes Equipment rental Depreciation Truck expenses Other direct costs Engineering fees Total Costs of Operations $ 1,160,193 502,410 436,441 234,969 261,491 53,288 45,238 12,661 13,416 10,556 __ 8,060 2,738,743 See accountant's report on supplementary information. 15 E & A RESTORATION INC. GENERAL AND ADMINISTRATIVE EXPENSES For The Year Ended October 31, 2006 SCHEDULE4 Office wages Officer's salary Professional fees Rent Payroll taxes Commissions Employee benefits Telephone Office expenses Auto leasing Miscellaneous Total General and Administrative Expenses 161,625 78,750 38,342 40,500 25,077 14,000 22,404 12,596 7,005 2,656 2,433 405,388 See accountant's report on supplementary information. 16 E 8, A RESTORATION INC. REVENUES AND GROSS PROFIT CONTRACTS IN PROGRES,~ Nassau Co. Requirements Contract # Bg0963G Roof Rehabilitation Nassau Co. Buildings Stealing Glen Vanderbilt Museum Huntington Manor FID Timber Point Golf Course ADA Title II Compliance Nassau Co. Buildings Church of Notre Dame COMPLETED CONTRACTS Portico Restoration Roofs / Court Buildings Centereach FID Baldwin MS Miscellaneous jobs Total Revenue Earned To Date $ 675,000 44,020 504,000 141,402 400,440 8,680 9,580 ForThe YearEnded October31,2006 Revenue Revenue Total Total Recognized Recognized CostaTo Gross Profit in PdorYear In CurrentYear Date Recognized 150,000 525,000 573,948 101,052 44,020 36,312 7,708 504,000 396,457 107,543 141,402 111,714 29,688 400,440 320,580 79,860 8,680 6,925 1,755 9,580 7,738 1,842 _ 4,594 - 4,594 3,583 1,011 1,787,716 150,000 1,637,716 1,457,257 330,459 1,622,740 962,580 1,508,065 1,221,533 1,004,904 590,293 197,300 _ 262,520 $ 6,~383,245 __ 2,924,406 See accountant's report on supplementary information. SCHEDULE 5 Gross Profit Gross Profit Recognized Regognized In In Prior Year Current Year 21,786 79,266 7,708 107,543 29,688 79,860 1,755 1,842 1,011 21,786 308,673 660,160 1,314,328 308,412 148,238 160,174 286,532 1,332,423 175,642 144,213 31,429 414,611 821,0t6 183,888 100,065 83,833 197,300 143,758 53,542 53,542 262,520 _ 180,125 82,395 82,395 3,458,839 5,248,907 _ 1,134,338 _ 414,292~. 720,046 17 ECTION 00300 - PROPOSAL PACKAGE VENDOR NAME: VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: X PARTNERSHIP 11-2466379 1978 1978 CORPORATION NAME: Elder Contracting Corporation LIST PRINCIPAL STOCKHOLDERS: (5%ofoutsmnding shares) Name Address Nicolaus Feldmannt President Alan Lanq, Vice President/Sec. LIST OFFICERS AND DIRECTORS: NAME Nicolaus Fetdmann INDIVIDUAL Westhampton Beach, NY 11978 Setauket, NY 11733 TITLE President Alan Lanq Vice President/Sec. If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: 00300 Proposal Package 3 of 14 ~I~cTION 00300 - PROPOSAL PACKAGE Town of Southold New Town of Southold Animal Shelter BID OPENS: Apri~ ~ 10: O0/k~l REMINDER NOTE!!!: ,2007 VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you! 00300 Proposal Package ! of 14 SECTION 00300 - PROPOSAL PACKAGE BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. 00300 Proposal Package 2 of 14 ~4~ECTION 00300 - PROPOSAL PACKAGE ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: Eldor Contracting Corporation ADDRESS: 1703 Church Street Holbrook, New York 11741 CONTACT: Nicolaus Feldmann, President TELEPHONE: E-MAIL: (631) 218-0010 FAX: ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: (631) 218-0070 TELEPHONE: CONTACT: ONLY if different - MAIL PAYMENT TO: ADDRESS: E-MAIL: TELEPHONE: CONTACT: FAX: E-MAIL: 00300 Proposal Package 4 of 14 SECTION 00300 - PROPOSAL PACKAGE VENDOR NAME: Eldor Contracting Corporation ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: [] Insurance Certificate as requested is attached [] I certify that I can supply insurance as specified if awarded the bid [] Insurance Certificate filed on DATE AUTHORiZED SIG~JRE Alan Lang, V.?./Sec 00300 Proposal Package 5 of 14 S~ECTION 00300 - PROPOSAL PACKAGE AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my finn for the £mal decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my fn-m. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any finn or person to refrain from bidding on this project, or to submit a bid higher than the bid of this fn-m, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my finn is made in good faith and not pursuant to any agreement or discussion with, or inducement from any finn or person to submit a complementary bid. 5. My fa'm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any finn or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 15. My finn has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any finn or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. ?. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, cons~ discussion, agreement, collusion, act or other conduct inconsistent with any of the state~nts ~ ~d/f~entations made in this affidavit. The pe~so]~ si~ ti thg,~id, under the penalties of perjury, affirms the troth thereof. k [ ~ State of New York ~A( County of Suffolk ~ X,.,,..~'~ SWORN TO BEFORE ME THIS Signatu~ & Compm ~ Alan Lang, V.P./~c. ) NOTARY: 5th DAYOF April ,2007 Eldor Contr~ncYtP~s tn~Doration Company Name O ~ April 5, 2007 DateSi~ed 11-2466379 FedemlI.D. Number Catherine Bromberg Notary Public, State of New York No. 01BR6012975 Qualified in Suffolk County My Commission Expires September 8, 2010 00300 Proposal Package 6 of 14 SECTION 00300 - PROPOSAL PACKAGE PROPOSAL FORM TOWN OF SOUTHOLD ANIMAL SHELTER VENDOR NAME: Eldor Contracting Corporation VENDOR ADDRESS: 1703 Church Street Holbrook, New York 11741 TELEPHONE NUMBER: (631) 218-0010 FAX: (631) 218-0070 The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a parmership, by one of the parmers or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated 1 3-12-07 2 3-19-07 3 3-21-07 00300 Proposal Package 7 of I4 S~CTION 00300 - PROPOSAL PACKAGE Proiect Requirements/Biddin.q Guidelines New York law dictates that bidding by contractors for public projects exceeding a total cost of $50,000 requires a multiple prime contracts as described by Wick's Law. Lump sum pricing will be provided by discipline specific contractors in accordance with MEP and civil engineering scopes described below as separate "contracts". The Town of Southold will be responsible for assembling individual contracts with contractors to whom the project has been awarded. The lump sum price bids under ALL Payment Items shall include supervision and management, on- going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the cons~uction site, meet all of the general requirements, and shall comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. NOTE: THE TOWN OF SOUTHOLD RESERVES THE RIGHT TO INCREASE, DECREASE, OR ELIMINATE IN ITS ENTIRETY ANY OR ALL ITEMS PRIOR TO OR AFTER AWARD OF THE BID. 00300 Proposal Package 8 of 14 TOWN OF S~I'HOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM NO. (Fill in Unit Price Written in Words) 1 General Conditions and Mobilizations for /LS Dollars Cents ESTIMATED QUANTITY UNIT LS BID NO. CONTRACT 'A' - GENERAL UNIT PRICE EXTENDED BID AMOUNT BID Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobirize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. ntent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2A I Site Demolition - Area "A" I 1 LS I I for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Demolition (including Clearing/Grubbing and Removals) within Area "A" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all 'abor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this ,ecification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw cutting, pavements, all items in conflict with proposed construction in Area "A" (as defined by the Contract Drawings), debris removal from site clean-up, construction layout and sawcutting. Inten~he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "A" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and )edestrians during the entire length of construction. 2B Site Demolition - Area "B" for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Demolition (including Clearing/Grubbing and Removals) within Area "B" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat saw cuttng, pavements, all items in conflict with proposed construction in Area "B" (as defined by the Contract Drawings), debris removal from site :lean-up, construction layout and sawcutting. Inten[he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "B" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and sedestrians during the entire length of construction. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-1 TOWN OF~UTHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ' ITEM I DESCRIPTION OF ITEM ESTIMATED I UNIT t UNIT PRICE I EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANT TY BID I Site Preparation, Unclassified 3 Excavation and Embankment '1 LS I j for ILS I I I IMethod of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Preparation, Unclassified Excavation & Embankment measured in place and accepted in accordance with the specifications and drawings. Method of Pavment: The quantity of accepted Site Preparation, Unclassified Excavation & Embankment shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including Licensed Land Surveying, layout, rough grading, site cut-to-fill, clean soils, transportation, spoils removal, compaction and meeting the proposed grades. Intent: The Contractor shall perform all necessary earthwork and grading of the existing site in order to meet all proposed grades as shown on the drawings. 4 Site Drainage- Structures, Piping and J 1 LS Frames/Grates for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Drainage Systems (structures, pipe and rates/frames) measured in place and accepted in accordance with the specifications and drawings. lethod of Payment: The quantity of accepted Site Drainage Systems (structures, pipe and grates/frames) shall be measured and paid for at )e contract price per lump sum bid as called for in the proposal form. Afl costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging including earthwork, piping, connection to building piping and clean-up shall be included in the lump sum cost for under this payment item. Intent: The Contractor shall install the Proposed Drainage System to the lines, level and grades as shown and detailed on the Construction Drawings. 5 Concrete Curb for Dollars Cents /LF 480 LF [ Method of Measurement: The quantity to be paid for under this item shall be the number of lineal feet of Concrete Curb measured in place and a~:cepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete curb shall be measured and paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork and rough grading. Intent: The Contractor shall install the proposed concrete curb to the grade and limits as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-2 TOWN OF S~I'HOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold L ITEM I DESCRIPTION OF ITEM NO. (Fill in Unit Price Written in V~ords) Reinforced Concrete Sidewalk for /SF BID NO. CONTRACT 'A' - GENERAL Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area :oncrete sidewalk measured in place and accepted in accordance with the specifications and drawings. ST,MATED I UN'TI UNiT PRICE I EXTENDED AMOUNT QUANTITY BID 3,700 SF for4"thickreinforced Method of Payment: The quantity of accepted concrete sidewalk shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment ~ecessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, reinforcement (6x6 wire mesh), edging, broom finish, the installation of tactile panels, clean-up and )rotection of work. ntent: The Contractor shall install the 4" thick reinforced concrete sidewalk to the limits shown on the Construction Drawings. Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" reinforced concrete. slabs measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 6" thick reinforced concrete slabs shall be measured and paid for at the contract unit price per square foot bid as called for in {he proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including 'ayout, subgrade preparation, earthwork, formwork, edging, specified finish, steel reinforcement (as specified), clean-up and protection of ,'ork. Intent: The Contractor shall install the proposed concrete slabs to the limits shown on the Construction Drawings. 6" Recycled Concrete Aggregate Subbase Material (Type 1 NYSDOT) for /SF Dollars Cents t3,000 SF Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" recycled concrete aggregate subbase material measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 6" recycled concrete aggregate subbase material (Type 1 NYSDOT) shall be paid for at the :ontract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, :materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including survey layout, subgrade preparation, placement, compaction, finegradingl clean-up and protection of work. Intent: The Contractor shall install the 6" recycled concrete aggregate subbase layer to the limits shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-3 TOWN OF~UTHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM NO. 9 for DESCRIPTION OF ITEM (Fill In Unit Price Written In Words) Proposed Sanitary Systems ILS Dollars Cents ESTIMATED I UN'TI UNIT PRICE I EXTENDED BID AMOUNT I QUANT TY BID t LS Method of Measurement: The quantity to be paid for under this item shall be a lump sum or the Proposed Sanitary Systems measured in )lace and accepted in accordance with the specifications and drawings. 3asis of Payment: The Proposed Sanitary System (outside building) shall be paid for at the contract lump sum unit price bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including piping, connections, inspections, controlled backfill and installation of all specified structures (tanks, leaching rings, hair-trap) associated with the two (2) systems, The installation of all intedor drains and piping shall be paid for under Contract "C", Item No. 2 "Building Plumbing". Intent: The Contractor shall install the proposed sanitary systems (outside building) complete to SCDHS Standards and shown on the Construction Drawings. 10 4" Topsoil Layer for Dollars Cents /SF 34,000 SF I Method of Measurement: The quantity to be paid for under this item shall be for each square foot of area where topsoil is proposed in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 4" thick topsoil layer area shall be paid for at the contract unit price per square foot as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to atisfactorily complete the work as shown on the contract drawings and described in this specification. Including furnishing of topsoil, ,~boretory testing of soil, recommended ammendments to soil, finegrading, layout, clean-up and protection of work. Intent: The Contractor shall install the 4" proposed topsoil layer in the specified area as shown on the Construction Drawings. 11 for 6" Concrete Filled Bollards Dollars Cents lEA 8 EA Method of Measurement: The quantity to be paid for under this item shall be for each concrete-filled steel bollard installed and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete-filled steel bollards shall be paid for at the contract unit price for each complete installation as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessa~ to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, earthwork, concrete, steel bollard, painting, refectorized tape, clean-up and protection of work. Intent: The Contractor shall install the proposed concrete-filled steel pipe bollards to the grades, lines and elevations as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-4 TOWN OF SI~I'HOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM NO. DESCRIPTION OF ITEM {Fill In Unit Price Written in Words) Proposed 3' High White Vinyl Picket Fence for /LF Dollars Cents 12 BID NO. CONTRACT 'A' - GENERAL ESTIMATED I UNIT I UNIT PRICE I EXTENDED BID AMOUNT QUANTITY BID 200 LF Method or;Measurement: The quantity to be paid for under this item shall be the number of lineal feet of 3' high white vinyl picket fencing installed as measured and accepted in accordance with the specifications and drawings. Basis of Payment: The quantity of accepted 3' high white vinyl picket fencing shall be paid for at the contract unit pdce per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, layout, fence materials (posts and fence sections), footings, hardware, gates, cleanup and protection of work. Intent: The Contractor shall install the proposed 3' high white vinyl picket fencing as required by the specifications and as shown on the Construction Drawings. 13 Animal Shelter Building Construction for ILS Dollars Cents LS Method of Measurement: The quantity to be paid for under this item shall be lump sum for the building construction, including foundation, slabs, wall and roof construction, doors, windows, ceilings, cabinetry, finishes, equipment and other items not listed as separate line items accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted work shall be measured and paid for at the contract as a percentage of work completed per subcategory item. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to ~atisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall perform all necessary work in compliance with the drawings and specifications. 14 for AnimalDollars Shelter KenneIcents Units /LS I LS Method of Measurement: The quantity to be paid for under this item shall be lump sum for the coordination, preparation, manufacture and nstallation of kennel caging, identified as items 1 and 2 under the furniture fixture schedule. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This price shall constitute full ;ompensation for furnishing all coordination, labor, materials, manufacture, shipping costs, tools and equipment necessary to satisfactorily ;omplete the work as shown on the contract drawings and described in this specification. ntent: The Contractor shall provide all materials and labor to install indoor and outdoor kennel runs provided as part of the building. CONTINUED ON NEXTPAGE CONTRACT 'A' - GENERAL PF-5 TOWN OF ~JTHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL ITEM NO. Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM (Fill in Unit Price Written In Words) 15 Animal Shelter Animal Equipment and Furnishings for ILS Dollars Cents ESTIMATED UNITI UNIT PRICE I EXTENDED BIDAMOUNT QUANT TY BID Method of Measurement: The quantity to be paid for under this item shall be individual prices for items as listed on the Cabinetry/Furnishing/misc. Fixtures schedule on A1.4, with the lump sum being listed here and a breakdown by Schedule item number attached. Price to include site preparation, manufacture, shipping and installation of all items in full working order. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This price shall constitute full compensation for providing all coordination, labor, materials, manufacture, shipping costs, tools, misc. parts and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install animal related equipment and furnishings. I 16 Epoxy Floor/wall coating I 1 SF for ILS Dollars Cents Method of Measurement: Per Square Foot. Price to include site preparation, materials, shipping and installation of all items to industry standards. Method of Payment: To be paid a percentage of work completed. This pdce shall constitute full compensation for providing all coordination, tabor, materials,too[s, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. ,htent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating as referenced in the contract documents. TOTAL Dollars Cents r WRITTEN IN WORDS J Total Pay Items #1 - #16 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the CONTINUED ON NEXTPAGE CONTRACT 'A' - GENERAL PF-6 TOWN OF St~IrHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ' ITEM I DESCRIPTION OF ITEM I ESTIMATED UNITI UNIT PRICE I EXTENDED BIDAMOUNT NO. (Fill in Unit Price Written in Words) QUANT TY BID CONTRACT 'A' - BID.ALTERNATES Alt. 1 Walkway Pavers SF I I for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for Walkway Pavers measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Walkway Pavers shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form. This price shal~ constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, steel edging, clean-up and protection of work. Intent: The Contractor shall install the proposed walkway pavers to the limits shown on the Construction Drawings. Alt. 2 Asphalt Shingle Roof LS Reduction for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment wirl be % of work completed. This price shall constitute full compensation for furnishing all :abor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and 9scribed in this specification. Intent: The Contractor shall remove the metal roofing from the job and replace it with 110 mph/40 year minimum warranty asphalt shingles Nith uoderlayment and ice shield, installed as per manufacturer's directions. This price shall constitute full compensation for furnishing all abor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. Alt. 3IncreaseStalnleSSforDollars steel countertOpScents /LS LS Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall remove the laminate countedops from cabinetry located in all animal rooms and animal care service areas. Backsplashes shall be integral to the top. 3/4" plywood underlayment with holes cut for sinks, etc. shall be provided. This price shall constitub full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. CONTINUED ON NEXTPAGE CONTRACT 'A' - GENERAL PF-7 TOWN OF ~LITHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM NO. Alt. 4 DESCRIPTION OF ITEM (Fill In Unit Price Written in Words) Alternative Acoustic Material - Pyrock Increase of /SF Dollars Cents ESTIMATED UNITt UNIT PRICE I EXTENDED BID AMOUNT QUANT TY BID SF Method of Measurement: The quantity to be paid for under this item shall be per square feet as measured from the drawings and accepted n accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all abor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and 3escribed in this specification. Intent: The Contractor shall remove the acoustic coating in the base contract and replace it with Pymck, Inc. Acoustement 40, 1" thick, white. This will entail an alternate substrate approved by the manufacturer (cement board). This price shall constitute full compensation for =umishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this )ecification, Alt. 5IncreaseSCreenedofDollarsSUbangular StOnecentsPaVement /SF SF Vlethod of Measurement: The quantity to be paid for under this item shall be the square feet finished surfa~ e area for screened subangular stone pavement areas as measured in place and accepted in accordance with th.e specifications and drawings. Method of Payment: The quantity of accepted Subangular Stone pavement areas shall be paid for at the contract unit pdce per square foot ibid as called for in the proposal form. Including layout, subgrade preparation, filter fabric installation, subangular stone (as specified), ~dging, clean-up and protection of work. Intent: The Contractor shall install the proposed subangular stone pavement areas to the grades, lines and limits as shown on the Construction Drawings. I Alt. 6 I Framed gables LS Increase of /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the lump sum cost for replacing rp~sonry gables with standard framed gables as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted framed gables shall be paid as % of work completed as called for in the proposal form. Additional design work required for the framed gable option will be charged by the design team as a reimbursible expense to the Town of Southo[d. Framed gable drawings and details will be provided prior to awarding the bid to insure accurate pricing. Intent: The Contractor shall install the proposed framed gable ends rather than masonry gables as shown on original Construction Drawings, The framed gables to include R19 insulation, double sills, inside sheathing of hardi backer board in kennels, 5/8" FRGWB other locations, paint or acoustic treatment, exterior sheathing of 1/2" plywood, vapor barrier, fiber cement board with 1 x 2 cedar battens 2' O.C. CONTINUED ON NEXTPAGE CONTRACT 'A' - GENERAL PFo8 TOWN OF SIOHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OFITEM NO. (Fill in Unit Price Written in Words) Option 1 Crushed Bluestone Walkways for Dollars Cents /SF ESTIMATED r UNIT I QUANTITY SF BID NO. CONTRACT 'A' - GENERAL UNIT PRICE I EXTENDED BID AMOUNT BID Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for crushed bluestone Nalkways as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Crushed Bluestone Walkway shall be paid for at the contract unit price per square foot bid as ;ailed for in the proposal form. Including layout, subgrade preparation, filter fabric installation, crushed bluestone (as specified), edging, ;lean-up and protection of work. Intent: The Contractor shall install the proposed crushed bluestone walkway to the grades, lines and limits as shown on the Construction Drawings. Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide the pergola detailed on A 801. ,.3ption 3for AddDollarsOr Delete Epoxy floorlngcents /SF SF Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing either an increase or decrease in the base bid amount. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating as referenced in the contract documents. Option 4 Delete Clear Masonry Coating for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing a decrease in the base bid Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide all materials and tabor to install a clear coating on masonry, both inside and outside. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-9 TOWN OF ~UTHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OFITEM NO. Option 5 (Fill In Unit Price Written in Words) Decrease or increase the length of the kennel wing by units of 4' In depth by full width of the wing. for / 4' If units Dollars Cents ESTIMATED I UNIT J UNIT PRICE I EXTENDED BID AMOUNT QUANTITY BID 4'LF Method of Measurement: The quantity to be paid for under this item shall be per unit of 4' by full width of kennel wing (rooms 16, 17). Method of Payment: The method of payment wiil be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install a the full architectural details inherent in the cost of extending or reducin the size of the kennel wing. Option for I Cat Box Furniture I LS ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide the cat boxes detailed on A8.2. Option Signs (A'1.4 Sign Schedule) LS for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shail be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide signs as identified in sign schedules on A1.4 OptionforDollarsRem°ve ClassrOOmcents12 / SF SF Method of Measurement: The quantity to be paid for under this item shall be per sf of Classroom 12 removal to include the elimination of :loom ~4, #5, and #24 and window #11. Window #10 will be moved to end of C2. All MEP will be removed and gable will be maintained on ~ew wall elevation. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all abor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-10 TOWN OF S~I'HOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM I ESTIMATED UNITI UNITPRICE I EXTENDED BID AMOUNT NO. (Fill in Unit Price Written In Words) QUANT TY BID Option 9 Add/Delete windows or skylights SF Increase/Decrease of /SF Dollars Cents Method of Measuremenf~: The quantity to be paid for under this item shall be the square foot cost attributed to windows and skylights as ~neasured in place and accepted in accordance with the specifications and drawings. Cost to include the replacement of the window with full Nail or roof construction and finishes. Windows may be identified separately by type and size. Method of Payment: The quantity of windows and skylights completed or deleted as called for in the proposal form, Intent: The Contractor shall provide pricing for windows on a square foot basis or by individual units specifically identified by size and type. CONTRACT 'A' - GENERAL PF-'I '1 TOWN O~OUTHOLD ANIMAL SHEL'I'ER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM ~10. DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) General Conditions and Mobilizations for ILS Dollars Cents ESTIMATED QUANTITY UNiT BID NO. CONTRACT 'B' - HVAC UNiT PRICE EXTENDED BID AMOUNT BID Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Cor~tract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b, Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Heating & Cooling System installed and accepted in accordance with ,the specifications and drawings. ~ethod of Payment: The accepted Heating & Cooling System shall be measured and paid for st the contract unit pdce per lump sum bid as 'a~lled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, fools and equipment necessary fo ~sfactodly completa the work as Shown on the contract drawings and described in this specification. Including the air handlers (AH), ~ondenser units (CU), unit heaters, all ductwork to and from units, boilers, heating hot water supply and return lines, refrigerant lines, piping, connections, setting, testing, balancing, and controls. nf~nl;: The Contractor shall fumish and install the heating and cooling systems complete as specified and shown on the drawings. TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items # 1 & #2 NOTE: The Town of Southold reserves the dght to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'B' - H.V.A.C. PF-1 TOWN OF I~UTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold I ITEM DESCRIPTION OF ITEM NO. (Fill in IJnit Price Written in Wordst I General Conditions and Mobilizations for ILS Dollars Cents ES'rlMATED I UNIT QUANTITY BID NO. CONTRACT 'C' - PLUMBING UNIT PRICE EXTENDED BID AMOUNT RID Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, 3onding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General 3onditions of the Contract and demobilize from the construction site upon successful completion of the project. ~lethod of Pavment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. ntent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2IforDollars Building Plumbing Cents /LS Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Plumbing installed and accepied in accordance with the specifications and drawings. Method of Payment: The accapteq Building Plumbing shall be measured and paid for at the contract unit price per lump sum bid as caileq fo in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including supply lines, waterline nsulation, waste lines, connection to septic line, all proposed plumbing fixtures, vent piping, inspections, water heater, feed to boilers, mixing valves and hose bibs. ntent: The Contractor shall furnish and install the Building Plumbing as specified and shown on the drawings. 3 I Proposed 8" Water Service & Site Restoration I (includes Hydrant) 1 r for /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be linear foot unit price for the Proposed Water Service installed and accepted in accordanca with the specifications and drawings. ~lethod of Payment: The accepted Proposed Water Service shall be measured and paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary tc satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, hydrant installation, valves, testing, inspection and disinfecting. All fees to SCWA shall be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Water Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of the $CWA and SCDHS. CONTINUED ON NEXT PAGE CONTRACT 'C' - PLUMBING PF-I TOWN (~OUTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold [ ITEM DESCRIPTION OF ITEM NO, IFill in Unit Price Wriffen in W~rri~t 4 Proposed RPZ Device & Water Meter Vault (includes 6" by-pass line) for ILS Dollars Cents BID NO. CONTRACT °C' - PLUMBING' ESTIMATEDtQUANTITY UNITI UNIT PRICEBiD 1 LS EXTENDED BID AMOUNT Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Proposed RPZ Device & SCWA specified Water Meter Vault installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Proposed RPZ Device shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, pipe connections, ~" by-pass pipe, RPZ encJosuraNault, RPZ device, water meter vault, hardware, insulation, testing and inspections. The electric circuit and heat tracing shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 6" Electric to RPZ Device". SCWA shall instal the water meter. Intent: The Contractor shall furnish and install a fully approved, tested and operational RPZ Device & water meter vault as specified, shown or the drawings and to the approval of the SCWA and SCDHS. 5for BuildingDollarsFire SuppressiOncentsSyStem ILS Method of Measurement: The quantity to be paid for under this item shall be lump sure for the Building Fire Suppression System installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Fire Suppression System shall be measured and paid for at the contract unit price per lump sum 3id as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including connection to ~he building water supply line, valves, controls, inspections, testing, approvals, piping, heads and complete integration with the fire alarm ~stem. The building fire alarm system shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 5. tent: The Contractor shall furnish and install a full approved, tested and operational Building Fire Suppression System as specified, shown ~n the drawings and to the approval of the Town Fire Marshall. 6 Proposed Gas Service & Site Restoration I LF for /LF Dollars Cents Method of Measurereent: The quantity to be paid for under this item shall be linear foot unit price for the Proposed Gas Service installed and ~ccapted in accordance with the specifications and drawings. ~ethod of Payreent: The accepted Proposed Gas Service shall be paid for at the contract unit price per linear foot bid as celled for in the ~roposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily ;omplete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road · estoration, pipe installation, valves, testing and inspection. Ail fees to Keyspan shall be paid directly by the Town. Road restoration to nclude compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. ntent: The Contractor shall furnish and install the Proposed Gas Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of Keyspan and the Project Engineer. CONTINUED ON NEXTPAGE CONTRACT 'C' ~ PLUMBING PF-2 TOWN OF ~I~IITHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'C' - PLUMBING Itemized Proposal for: Town of Southold I ITEM I DESCRIPTION OF ITEM r ESTIMATED r UNIT UNIT PRICE EXTENDED BID AMOUNT NQr IFill in Unit Pric~ Written in W~rd~J QUANTITYj [~l[} TOTAL Dollars Cents WRITrEN IN WORDS Total all Pay Items # 1- # 6 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items pdor to or after award of the bid. CONTRACT 'C' - PLUMBING PF-3 TOWN OF ,~ITHOLD ANIMAL SHELTER'CONSTRUCTION Itemized Proposal for: Town of Southold ITEM NO. 1 DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) General Conditions and Mobilizations for ILS Dollars Cents 1 LS BID NO. CONTRACT 'D' - ELECTRICAL' UNIT PRICE BID EXTENDED BID AMOUNT Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidenta}s necessary to mobilise, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with alt conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method-of Pavment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. Method of Measurement: The quantity to be paid for under this item shall be a lump sum for the Temporary Electric Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Temporary Electric Service shall be paid for at the contract unit pdce per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including connections to existing animal shelter Service, 100 amp temporary service, frame, minimum of (4) four 20 amp circuits into the building for contractors use, ramoval of temporary service when required and maintenance of system dudng construction. Payment for this item will be made in throe (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon removal of the temporary service. Intent: The Contractor shall furnish and maintain temporary 200 amp electdc service for use by all trades during construction. The service shall be operational within 30 days from the full execution of Contract 'D'. 3 Building Electric & Communications Dollars Cents I/fathod of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Electric & Communications installed ~nd accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Electric & Communications shall be measured and paid for at the contract unit price per lump sum bid as celled'for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including circuits, connection to proposed equipment and mechanicals, phone line homeruns, computer line homeruns, lighting, and controls. Intent: The Contractor shall furnish a complete and approved Building Electric & Communications system as specified and shown on the drawings with Electrical Underwriters approval. CONTINUED ON NEXT PAGE CONTRACT 'D' - ELECTRICAL PF-I TOWN OF SO~'IOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold BID NO. CONTRACT 'D' - ELECTRICAL I ITEM I DESCRIPTION OFITEM I ESTIMATED J UNIT I UNIT PRICE I EXTENDED BIDAMOUNT I NO. (Fill in Unit Price Written in Words) QUANTITY BID (outside bUilding) I ,, LS for /ES /'/ Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Telephone & Cable Service installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Building Telephone & Cable Service shall be measured and paid for at the contract unit price per lump ~um bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment ~ecessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, ~ackfill, site restoration, cutting and patching of foundation wall, panels, end user fees (by Town), and connections. ntent: The Contractor shall furnish a complete and approved Building Telephone & Cable Service from Route 25 (Main Road) to the proposec animal shelter building as specified and shown on the drawings. for /LS ~1~.~-~/'/~'~ Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Fire Alarm System installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Fire Alarm System shall be measured and paid for at the contract unit pdce per lump sum bid as :ailed for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to ~atisfactodly complete the work as shown on the contract drawings and described in this specification. Including devices, connection to fire suppression system, testing, inspection, and approvals. Ilntent:The Contractor shall furnish a complete and approved Building Fire Alarm Electrical Underwriters approval and the Town Fire Marshall. System system as specified and shown on the drawings with for /LS Dollars Cents ethod of Measurement: The quantity to be paid for under this item shall be lump sum for the Electrical Contractor to install a dedicated ;ircuit from the new animal shelter building to the proposed RPZ device heater (located within the RPZ vault) installed and accepted accordance with the specifications and drawings. Vlethod of Payment: The accepted electric service connection to the RPZ Vault shall be paid for at the contract unit price per lump sum bid a.' called for in the proposal form. All costs associated with electric conduit runs, trenching, backfill, restoration, wires, splice boxes, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. ntent: The Contractor shall furnish and instal~ an electric service connection to the heater located in the proposed RPZ vault as specified and shown on the drawings with Electrical Underwriters approval. Dollars ~ /VD ~. ,~/V :r-.~ Cents WRITTEN IN WORDS Total all Pay Items #1- #6 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after ~ward of the bid. CONTRACT 'D' - ELECTRICAL PF-2 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0(]10 · Fax: (631) 218-0070 www.eldor, com Town of Southold 53095 Main Road Southold, New York 11971 "Southold Town Animal Shelter" Alternate No. 1 Sound System Alternate No. 2 Back up Generator Alternate No. 3 Visual Communication Alternate No. 4 Concealed Wire ADD $8,000.00 ADD $52,000.00 ADD $6,000.00 ADD $10,000.00 (Eight Thousand Dollars) (Fifty-Two Thousand Dollars) {Six Thousand Dollars) (Ten Thousand Dollars SECTION 00300 - PROPOSAL PACKAGE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the 5th day of April in the year 2007 before me, the undersigned, personally appeared, Alan Lang , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. Catherine Bmmberg Notary Public, State of New Yo~k No. 01BR6012975 Qualified in Suffolk County My Commission Expires September 8, 2010 00300 Proposal Package 9 of 14 Town of Southold The signatory of this questionnaire certifies under oath the troth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: Alan Lang, V.P./Sec. FIRMNA/VIE: Elder Contractinq Corporation ~'~Corporation~ A Partnership or Entity An Individual PRINCIPAL OFFICE: 1703 Church Street Holbrook, New York 11741 PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE President Nicolaus Feldmann Westhampton Beach, NY 11978 (See Attached) V.P./Sec. Alan Lang Setauket, NY 11733 (See Attached) 1. How many years has yom' organization been in business under its present business name? 21 + Years 2. You normally perform what percent of the work with your own forces? 100 % List trades that you organization normally performs below: Electrical Construction 3. Have you ever failed to complete any work awarded to you? No . If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. No 00310 SECTION 00310 - BIDDER'S QUALIFICATION STATEMENT 5. Has your finn requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. No 6. List the major construction projects your organization has underway at this date: See Attached Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: See Attached Name off Engineer/ Work Done Project OWner Architect Conlract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work 00310 List the construction experience of the principal individuals of your organization (particularly the anticipated.project supervisors): See Attached Individual's Name Present Type of Work Position Years of For Which In What Of Office Experience Responsible Capacity 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? Yes 10. Bank References: See Attached 1 I. Trade Association Membership: See Attached 12. Has your fLrm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? No 00310 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. See Attached STATE OF NEW YORK COUNTY OF SUFFOLK Alan La~q the Vice President/Sec. answers ~r~es.ons and a. statements therein confined we We and (Signat6re ~f person wh~'~I~ bid)' Alan Lang, V.P./Se~ being duly sworn deposes and says that he is of Eldor Contracting Corp. contractor and that correct. Sworn to before me.~ 5th day of ApriL, 2007 Notary Public ~~'~' '~/--f~ Commission Expiration Date: 9/8/2010 ~ ~ Catherine Bromberg Notary Public, State of New York No. 01 BR6012975 Qualified in Suffolk County My Commission Expires September 8, 2010 00310 el4 r: 1703 Church Street * Ho~ook, New York 11741 Tel: (631) 218-0010 * Fax: (631) 218-0070 www.eldor, com QUALIFICATION SUBMITTAL ELDOR CONTRACTING CORPORATION Bank Reference Signature Bank 58 South Service Road, Suite 120 Melville, N.Y. 11747 Contact: Tom Rogers - Sr. V. P. Nancy Foran-Pinzon, V.P. (516) 214-0876 (Client for 19 Years) 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, cam Bondin.q References Allied North America Insurance Brokerage Corp. of New York (Agent) 390 North Broadway Jericho, New York 11753-2110 Contact: George Brewster, Sr. - Vice President (516) 733-9290 (Client for 19 Years) Federal Insurance Company 15 Mountain View Road Warren, N.J. 07059 Tel: (908) 903-7903 Fax: (908) 903-7910 Attn: Scott Bourdon Insurance Reference Allied North America Ins. Brokerage Corp. of New York (GL) 390 North Broadway Jericho, N.Y. 11753-2110 Tel: (516) 733-9200 Fax: (516) 681-7390 David Stevenson / Kathy Natale Cook, Hall & Hyde, Inc. (WC) 40 Marcus Drive Melville, New York 11747 Tel: (631) 390-9700 Fax: (631) 390-9790 Louis Santelli 2 1703 Church Street · Hoibrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com Credit References Schwing Electrical Supply Corporation 122 Allen Boulevard Farmingdale, New York 11735 Attn: Joe Passos (631) 391-3330 Eagle Control Corporation 23 Old Dock Road Yaphank, New York 11980 Attn: Chuck Zahradka - President (631) 924-1315 Shannon of Long Island Construction 251 North Main Street Sayville, New York 11782 Attn: Vic Gracie, Jr. - President (631) 589-1431 Wesco/Avon Electrical Supply Company 60 Hoffman Avenue Hauppauge, New York 11788 Attn: Kenneth Moskowitz- CEO (631 ) 582-4770 1703 Church Street · Hoibrook, New York 11741 Tel: (631) 218-0010 * Fax: (631) 218-0070 www,eldor, com Principal Officers Nicolaus Feidmann, President/Treasurer Westhampton Beach, New York 11978 Alan Lang, Vice President/Executive Secretary Setauket, New York 11733 4 ei ler' Master Electrical Licenses 1703 Church Street * Hoibrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com · State of New Jersey · State of Connecticut · New York City · City of Long Beach · Suffolk County . Putnam County Wcstchester County · Town of Hempstead · Town of North Hempstead · Town of Oyster Bay · Village of Mineola · Village of Freeport · Inc. Village Rockville Centre · Inc. Village of Hempstead · Inc. Village of Floral Park · Inc. Village of Lynbrook · Inc. Village of Westbury Fire Alarm Licenses · New York State Fire Alarm and Security Systems · Nassau County Fire Marshal Fire Alamas · Town of Brookhaven Fire Alarms L(qhtning Protection License Fire Underwriters Laboratory- Master Installation License Affiliations N.E.C.A. National Electrical Contractors Association (New York City Chapter & Long Island Chapter) New York State Electrical Contractors Association N.F.P.A. National Fire Protection Association A.S.Q.C. American Society Quality Control I.B.E.W. International Brotherhood of Electrical Workers A.S.A. American Subcontractors Association S.T.A. Subcontractors Trade Association I.S.A. Instrumentation Society of America B.T.A. Building Trade Association 5 ei ler 1703 Church Street · Holbrook, New York 11741 Tek (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com Representative Client List Bellmore Union Free School District Belmont Racetrack Brookhaven National Laboratory (BNL) Brookhaven Union Free School District CableVision City of Long Beach° Colorado Timing Systems Comell Cooperative Extension CW Post College Dormitory Authority State of New York East Hampton Union Free School District Edwards Supermarkets Farmingdale Union Free School District Floral Park/Bellrose Union Free School District Global/Worldcom Hempstead Union Free School District Internal Revenue Service (IRS) Kohl's Department Stores Lindenhurst Union Free School District Long Island Lighting Company (LILCO) Long Island Rail Road (LIRR) Longwood Union Free School District Lynn Brook Union Free School District Metropolitan Suburban Bus Authority Metropolitan Transit Authority (MTA) Nassau Count Department of Public Works Nassau County Department of Sanitation New York City Depart. of Environmental Prot. New York City Department of Transportafiun New York City School Construction Authority New York Institute of Technology New York State Department of Transportation Office of General Services New York State Pall Corporation Peter Kewiet J. Kokolakis Contracting, Inc. Seacrest Construction Norman Kurrass Contractor, Inc Bore Contracting Government Services Agency Port Authority of New York and New Jersey Port Washington Unign Free School District · Rainbow Network · Rite Aid Pharmacy Rockville Centre Union Free School District · Rocky Point Union F~ee School District · Sachem Union Free School District · Sear's · Setauket Fire District' · Sewanhaka Union Free School District Smithtown Union Free School District · Suffolk Community College · Suffolk County Department of Public Works SUNY Old Westbury · SUNY Stony Brook · Target Stores · Three Village Union Free School District · Town of Brookhaven · Town of Easthampton · Town of Hempstead · Town of Huntington · Town oflslip · Town of North Hempstead Town of Oyster Bay · Town of Riverhead · Tyco International · Valley Stream Union Free School District Village of East Hampton Village of Lynbrook Village of Massapequa Village of Mineola Village of Rockville Center Westchester County Depart. of Pubtic Works · Yonkers Contracting Pav-Lak Contracting · J.D. Posillico P. Scalamandre, Inc Kings Park Industries · Veterans Administration 6 eiiler' 1703 Church Street * Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com References General Contractors Construction Managers J. Kokolakis Contracting, Inc. 585 Route 25A o Rocky Point, New York 11778 Atto: Nick Leo - Vice President (631) 744-6147 Bensin Contracting, Inc. 652 Union Avenue Holtsville, New York 11742 At~: Carl Bensin - President (631) 758-7200 Pav-Lak Industries 325 Magus Boulevard Hauppauge, New York 11788 Attn: Peter Pavlakis - Vice President (631) 434-7300 Yonkers Contracting Company, Inc. 969 Midland Avenue P.O. Box 39 Yonkers, New York 10704 Attn: William Jordan - Vice President (914) 965-1500 James McCullagh Co., Inc. 75 East Bethpage Road Plainview, N.Y. 11803 Attn: John Doremus (516) 293-8800 Bi-County Construction Corporation 21 Commercial Boulevard Medford, New York 11763 Attn: Earl Couch - President (631) 732-0800 LiRo Group, Ltd. 6 Aerial Way Syosset, New York 11791 Attn: Eugene Bifulco (516) 938-5476 School Construction Consultants, Inc. 50 Carlough Road Bohemia, N.Y. ! 1716 John Hagedom Gene Staudt (631) 567-0200 Triton Construction Management 93 West Main Street West Sayville, New York 11796 Attn: Frank Reich (631 ) 218-2820 URS Corporation One Penn Plaza, Suite 610 New York, New York I0119 Attn: Victor Rentas (212) 736 J. Michael Orifice Associates, Inc. (J~IOA) 120 Commerce Drive Hauppauge, New York 11788 Attn: Ivan Carrasquillo (631) 434-1800 Turner Construction Central Islip U.F.S.D. 200 Half Mile Road, E. Parking Lot Central Islip, New York 11722 (631) 348-1633 1703 Church Street * Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www,eldor, com Qualification References Indexed by En.qineer & Contractor Hazen and Sawyer, P.C. 7?0 Broadway Ne~ York, NY 10003 (212) 777-8400 1. Contract: Year: Value: Contact: Bay Parb Water Pollution Control Plant Aeration Tank Electrical Prime 1998 - 2001 Nassau County $950,000 Robert Pedenza, Hazen and Sawyer, P.e. (212)77%8400 Contract: WeaF: Owner: Value: Contact: Bay Park Water Pollution Control Plant Improvements IVC Sludge Digestion Facilities Electrical Prime 1997 - 2000 Nassau County $3,400,000 Robert Pedenza, Hazen and Sawyer, P.C. (212) 777-8400 Contract: Year: Ownerl Value: Contact: Bay Park WPCP Phase IIIB-2 Digester Rehabilitation 1995 - 96 Nassau County $910,000. Robert Pedenza, Hazen and Sawyer, P.e. (212) 777-8400 o Contract: Year: Owner: Value: Contact: NYCDEP - Contract 61G Turbine Generators Wards Island, Hunts Point & 26th Ward Instrumentation and Control 1994 - 96 New York City Dept. of Environmental Protection $593,000. Chris Dauer, Hazen and Sawyer, P.e. (212) 777-8400 5. Contract: Year: Owner: Value: Contact: Red Hook Water Pollution Control Plant Improvements Instrumentation and Control 1994 - 95 New York City Dept. of Environmental Protection $410,000. Andy Cohen, Hazen and Sawyer, P.C. (212) 777-8400 8 6. Con~a~: Year: Value: Contact: 1703 Church Street · Hoibrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www,eldor, com Bay Park WPCP - Odor Control Electrical Prime 1993 - 95 Nassau County $325,000. Robert PederLza, Hazen and Sawyer, P.C. (212) 777-8400 Contract: Owner: Value: Contact: Bay Park WPCP - Improvements to Raw Sewage Pumps Electrical Prime 1992 - 95 ° Nassau County $I,000,000. Robert Pedenza, Hazen & Sawyer, P.C. (212) 777-8400 g. Contract: Year: Value: Contact: Bay Park WPCP Sludge Dewatering Facility Electrical Prime 1992 - 94 Nassau County $4,400,000. Robert Pedertza, Hazen and Sawyer, P.C. (212) 77%8400 9. Contract: Value: Contact: Bay Park WPCP - Phase mc, Generator Building Instrumentation and Control 1992 - 94 Nassau County $1,400,000. Robert Pedenza, Ha.zen and Sawyer, P.C. (212) 777-8400 10. Contract: Year.' Owner: Value: Contract: Bay Park WPCP - Gas Sphere Improvements Instrumentation and Control 1991 - 92 Nassau County $157,000. Robert Pedenza, Hazen and Sawyer, P.C. (212) 777-8400 11. Contract: Year: Owner: Value: Contact: Jamaica WPCP Sludge Dewatering Instrumentation and Control 1990 - 92 New York City Dept. of Environmental Protection $900,000. Doug Most, Hazen and Sawyer, P.C. Arkardi Milyaskey, Hazen and Sawyer, P.C. Suder Jatagahard, Hazen and Sawyer, P.C. (212) 777-8400 (212) 777-8400 (212) 777-8400 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com 12. Contract: Year: Owner: Value: Contact: 13. Contract: Year: Owner: Value: Contact: Bay Park WPCP - Phase IVB - Sludge Thickening Instrumentation and Control 1990 - 91 Nassau County $700,000. Robert Pedenza, Haze~ and Sawyer, P.C. Bay Park WPCP - Phase IIIA- Improvements Instrumentation and'Control 1987 - 89 Nassau County $18%OO0. Robert Pedcnza, Hazen and Sawyer, P.C. (212) 777-8400 (212) 777-8400 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com Malcolm Pirnie, Inc. 2 Corporate Park Drive White Plains, New York 10602 (914) 694-2100 1. Contract: Year: Owner: Value: Contact: 2. Contract: Value: Contact: 3. Contract: Year: Owner: Value: Contact: 4. Contract: Value: Contact: 5. Contract: Year~ Owner: Value: Contact: - Cedar Creek Digester Rehabilitation Electrical Prime 1997 - 1999 o Nassau County $647,000 Don Mortenson, Nassau County (516) 571-3151 Cedar Creek WPCP - Phase IVC Electrical Prime 1992 - 94 Nassau County $320,000. Don Mortcnson, Nassau County William Kren, Malcolm Pimie (516) 571-3151 (516) 571-3151 Town of North Hempstead - Leachate Treatment Fac. Instrumentation and Control 1990 - 92 Town of North Hcmpstead $225,000. Joc Macaluso, Malcolm Pirnie William Kren, Malcolm Pimie (516) 571-3151 (516) 571-3151 Cedar Creek WPCP "S" Building Electrical Prime Instrumentation and Control 1989 -91 Nassau County $296,000. Don Mortenson, Nassau County Carmine Mara, Malcolm Pirnic (516) 571-3151 (914) 694-2100 Cedar Creek WPCP - Phase IVA Instrumentation and Control 1989 - 91 Nassau County $1,400,000. Don Mortenson, Nassau County Carmine Mara, Malcolm Pirnie (516) 571-3151 (516) 571-3151 11 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0010 ° Fax: (631) 218-0070 v~v.eldor, com Lockwood, Kessler and Bartlett, P.C. 1 Aerial Way Syosset, NY 11791 ($~0 9~S-O~O0 1. Contract: Year: Owner: Value: Contact: 2. Contract: Year: Owner: Value: Contact: 3. Contract: Year: Owner: Value: Contact: Town of Oyster Bay Golf Course Electrical Prime 2003 - 2004 Town of Oyster Bay ~8,000.00 Rich Biata Town of Oyster Bay Electrical Prime 1998 Town of Oyster Bay $460,000. Rich Biata Ed Grass, LKB Bruno Stebbins, LKB Town of Oyster Bay Groundwater Remediafion Electrical Prime 1991 - 93 Town of Oyster Bay $1,200,000. Rich Biata Ed Grass, LKB Bruno Stebbins, LKB (516) 938-0600 (516) 938-0600 (516) 938-0600 (516) 938-0600 (516) 938-0600 (516)938-0600 (516)938-0600 1703 Church Street * Holbrook, New York 11741 Tel: (631) 218-0010 * Fax: (631) 218-0070 www.eldor, com Louis K. McLean Associates, P.C. 43 7 South Country Road Brookhaven, New York 11719 (631) 286-8668 Contract: Year: Owner: Value: Contact: Contract: Year: Owner: Value: Contact: Contract: Year: Owner: Value: Contact: Contract: Year~ Value: Contact: Contract: Year~ Owner: Value: Contact: Tyco Submarine Systems Prime Contractor 2000 Global Cor/u-nunications $3,156,117. Chris Stress, R.A. William Kelsey, P.E. Mineola Firehouse Electrical Prime 2000 " Village of Mineola $460,000. Chris Stress~ R.A. Tyco Submarine Systems Prime Contractor 1998 Global Communications $1,500,000. Chris Siress, R.A. William Kelsey, P.E. Solid Waste Composting Facility Electrical Prime 1994 - 95 Town of East Hampton $400,000. Chris Stress, R.A., Louis K. McLean Assoc. Ray DiBiase, P.E., Louis K. McLean Assoc. Solid Waste Management Facility - 1PF Building Electrical Prime 1993 - 95 Town of East Hampton $625,000. Doug Pavone, P.E., Lizardos Engineering Don Berozi, P.E., Lizardos Engineering Peter Sietz, Lizardos Engineering (631) 286-8668 (973) 656-8235 (631 ) 286-8668 (631) 286-8668 (973) 656-8235 (631) 286-8668 (63 l) 286-8668 (516) 484-1020 (516) 484-1020 (516) 484-1020 eiEIE r 1703 Church Street * Hoibrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com Lizardos Engineering ~4ssociates, P. C. 200 Old Country Road, Suite 670 Mineola, New York 11501 (516) 484-1020 1. Contract: Year: Owner: Value: Contact: 2. Contract: Va~e: Contact: 3. Contract: Year: Value: Contact: 4. Contract: Year: Owner: Value: Contact: MSBA Rockville Centre Bus Garage Upgrades Electrical Prime 1997 ° Metropolitan Suburban Bus Authority M.T.A.L.I. Bus $128,000. Don Berozi-Lizardos Eng. Assoc., P.C. Nick DeSantis-Project Engineer Nassau County Police Precincts Heating System Upgrade Electrical Prime 1996 Nassau County DPW $48,000. Pete Seitz-Lizardos Eng. Assoc., P.C. Michael Ruditser-Project Engineer Brookhaven National Laboratory Floor Drain Modifications Electrical Prime 1995 - 96 Brookhaven National LaboratoE~ Associated Universities, Inc. $ I, 100,000. Doug Pavone, P.E., Lizardos Eng. Jack Feldmann, BNL MSBA, Rockville Centre and Mitchell Field Transit Facility Automated Fueling Information System Electrical Prime 1993 - 94 Metropolitan Suburban Bus Authority M.T.A.L.I. Bus $570,000. Walter Snow, Nassau County DPW Dana Harris, Lizardos Eng. Don Berozi, Lizardos Eng. (516) 484-1020 (516) 542-0100 Ext.5419 (516) 484-1020 (516) 571-3959 (516) 484-1020 (5i6)282-7942 (516) 571-3952 (516)484-1020 (516)484-1020 1703 Church Street · Holbrook, New York 11741 Tel: (631)218-(3010 · Fax: ([631)218-0070 John ~4. G~lio, ,4rchitect, v~L.w..eldor, com 1213 Main Street Port Jefferson, N.Y. 11777 (631) 476-2161 1. Contract: e Year: Owner: Value: Contact: Contract: Year: Owner: Value: Contact: Contract: Year: Value: Contact: Contract: Year: Owner: Value: Contact: Contract: Year: Owner: Value: Contact: Contract: Year: Owner: Value: Contact: Cold Spring Harbor C.S.D. Cold Spring Harbor Jr. & Sr. High School 2004 Cold Spring Harbor C.S.D. $1,946,100.00 o John Grillo Joseph Garthaffiaer Oceanside U.F.S.D. Sports Lighting 2OO4 Oeeanside U.F.S.D. $258,000.00 John G-rillo Wantagh U.F.S.D. (Mandalay Elem., Forest Lake Elem., Wantagh Elem.) 2004 Wantagh U.F.S.D. $150,000.00 John A. Grillo Oceanside U.F.S.D. Fire Alarm 2004 Oceanside U.F.S.D. $608,000.00 John A. Grillo Uniondale U.F.S.D. Public Address System 20O4 Uniondale U.F.S.D. $58,000.00 John Grillo, Jr., Architect, P.C. Joseph Garthaffner Copiagne U.F.S.D. Public Address System 2004 Copiague U.F.S.D. $390,000.00 John Grillo, Jr., Architect, P.C. Joseph Garthaffner (631) 476-2161 (631) 665-9310 (63 I) 476-2161 (631) 476-2161 (631) 476-2161 (631) 476-2161 (631) 665-9310 (631) 476-2161 (631) 665-9310 7. Contract: Zea~ Owner: Value: Contact: 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eidor, com Rocky Point U.F.S.D. Electrical Construction J. Edgar & Rocky Point High School 2003 Rocky Point U.F.S.D. $23,000.00 John Grillo, Jr., Architect, P.C. (631) 476-2161 Contract: Year: Owner: Value: Contact: Rocky Point U.F.S.D. Rocky Point High School '2003 Rocky Point U.F.S.D. $98,0OO.0O John A. Grillo (631) 476-2161 Contract: Year: Value: Contact: Syosset Central School District Walt Whitman Elementary School 2002 Syosset C.S.D. $46,500.00 John A. Grillo (631) 476-2161 10. Contract: Year: Owner: Value: Contact: Valley Stream Central High School District Valley Stream Memorial - Bond Issue C.LP. 1999 Valley Stream C.H.S.D. $ John A. Grillo (631)476-2161 11. Contract: Year: Owner: Value: Contact: Lynbrook U.F.S.D. District Wide l~lre Alarm Improvements 1999-2000 Lynbrook U.F.S.D. $370,000.00 John A. Grillo, Jr. Arch. P.C. Joseph Garthaffner, P.E. (631) 476-2161 (631) 665-9310 12. Contract: Year: Owner: Value: Contact: Uniondale U.F.S.D. Northern Parkway Elementary School 1998-1999 Uniondale U.F.S.D. $100,000.00 John A. Crdllo, Jr. Arch. P.C. Joseph A. Garthaffner, P.E. (631) 476-2161 (631) 665-9310 Owner: Value: Contact: 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 District Wide Technology Wiring. www.eldor, com 1998 Hauppauge U.F.S.D. $940,000.00 John A. Grille, Jr. Arch. P.C. Joseph A. Garthaffner, P.E. (631)476-2161 (631) 665-9310 14. Contract: Year: Owner: Value: Contact: South Country U.F.S.D. Kreamer Street School 1998 South Country U.F.S.D. $92,000.00 John A. Cmllo, Jr. Arch. P.C. Joseph A. Garthaffner, P.E. Joseph Garthaffner (631) 476-2161 (631)665-9310 (631) 665-9310 15. Contract: Year: Owner: Value: Contact: Farmingdale U.F.S.D. Computer Power Requirements 1996 Farmingdale U.F.S.D. $127,000. John Cn-illo, Jr. Arch. P.C. Frank Martin, Dir. Of Operations, Farmingdale, U.F.S.D. (631) 476-2161 (631) 752-6545 16. Contract: Value: Contact: South Huntington U.F.S.D. District Wide Computer Networking and Related Electrical Work 1996 South Huntington U.F.S.D. $443,000. John Grillo, Jr. Arch. P.C. Joseph Garthaffner, P.E. (631) 476-2161 (631) 665-9310 17. Contract: Year: Value: Contact: Lawrence U.F.S.D. District Wide l~re Alarm Improvements 1995 - 96 Lawrence U.F.S.D. $580,000. John Grille, Jr. Arch., P.C. Dennis VenSello, Superintendent, Lawrence UFSD Joseph Garthaffiaer, P.E. (631) 476-2161 (516)295-7045 (631) 665-9310 18. Contract: Year~ Owner: Value: Contact: Farmingdale U.F.S.D. Computer Power Requirements 1995 - 96 Farmingdale U.F.S.D. $55,000. John Grill, Jr. Arch., P.C. Frank Martin, Dir. of Operations, Farmingdale UFSD (631) 476-2161 (631) 752-6545 1703 Church Street * Holbrook, New York 11741 Tel: (631) 218-0010 * Fax: (631) 218-0070 Wiedcrsum zlssoei,,tes, ~7~w.eldor. com Hauppauge, N.Y. 11788 (631) 434- 79OO Contract: Year: Owner: Value: Contact: William Floyd Middle School 2001 William Floyd U.F.S.D. $3,258,589.00 Michael DolJge, Wiedersum Associates (631) 4~34-7900 Contract: Value: Contact: Longwood Central School District West Middle Island Primary School 2000 Longwood Central School District $458,500.00 Michael Dodge, Wiedersum Associates (631) 434-7900 Contract: Year: Owner: Value: Contact: Longwood Central School District Coram Intermediate School 2000 Longwood Central School District $532,600.00 Michael Dodge, Wiedersum Associates (631) 434-7900 ConWact: Year: Owner: Va~e: Contact: Mattituck-Cutchogue Union Free School District 1999 Mattituck-Cutchogue U.F.S.D. $263,000.00 Michael Dodge, Wiedersum Associates (631) 434-7900 Contract: Year: Owner: Value: Contact: Contract: Year: Owner: Value: Contact: Longwood Central School District - Contract No. B-4 1998 Longwood Central School District $738,600.00 Richard W. Wiedersum, Wiedersum Associates Longwood Central School District - Contract No. E-2 1998 Longwood Central School District $1,327,000.00 Richard W. Wiedersum, Wiedersum Associates (631) 434-7900 (631) 434-7900 Contract: Year: Owner: Value: Contact: Longwood Central School District - No. D4 1998 Longwood Central School District $830,000.00 Richard W. Wiedersum, Wiedersum Associates (631) 434-7900 18 1703 Church Street * Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 Contract: Year: Owner: Value: Contact: Rocky Point Union Free School District www.eldor, com 1997 Rocky Point U.F.S.D. $115,500.00 Vincent DiFede, Wiedersum Associates (631) 434-7900 19 1703 Church Street · Hoibrook, New York 11741 Tel: (631) 218-O010 * Fax: (631) 218-0070 Einhorn Ya, ffce Prese~tw~v.eldor. com 440 Park Avenue ,5;ouCh New York, N.Y. 10016 (91 Z) 1. Contract: o Year: Owner: Value: Contact: Contract: Vear~ Owner: Value: Contact: Contract: Year: Owner: Value: Contact: Sachem Central School District Sachem East High School, Farmingville, N.Y. 2002 Sachem C.S.D. $9,400,000.00 o John Hagerdom Gene Staudt Sachem Central School District Integrated Paging/Intercom/Clock/Audiovisual (Cont. gl0) 2003 Sachem C.S.D. · $586,000.00 John Hagerdom Gene Staudt Sachem Central School District Sachem East High School-Security Access & Surveillance 2003 Sachem C.S.D. $422,000.00 John Hagerdom Gene Staudt (631 ) 56%0200 (631) 567-0200 (631) 567-0200 (631) 567-0200 (631) 567-0200 (631) 567-0200 20 1703 Church Street · Hotbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com Thomas ~Issociates .4rchitects & Engineers 1 Michael.4venue Farmingdale, N. Y. 11735 (6~1) 847-7762 1. Contract: Year: Value: Contact: Contract: Year: Owner: Value: Contact: East Islip Union Free School District District Wide Alterations (Project g4854.3) 2003 East Islip U.F.S.D. $2,600,000.00 Joseph Sassone, P.E. Robert Becconsall, P.E. Miller Place Union Free School District District Wide Renovations Ph lA 2002 Miller Place U.F.S.D. $152,335.00 Sandy Benjamin (631) 847-7762 (631) 847-7762 (631)847-7762 21 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com J. KokolaMs Contracting, Inc. 585 Route 25A Rocky Point, N.Y. 11778 [651) 7444147 Contract: Year: Owner: Value: Contact: Contract: Year: Owner: Value: Contact: SUNY at Stony Brook Humanities Building 2002 Stony Brook University $2,650,000.00 Nick Leo Internal Revenue Service Modernize and Upgrade Customer Ser. Cfr., Holtsville, NY 1999 General Services Administration $9,700,000.00 Nick Leo (631) 744-6147 (631) 744-6147 22 ekler 1703 Church Street * Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com Nexgen Management c/o Central lslip U.F.S.D. 50 Wheeler Road Central lslip, NY 11722 Tel: (631) 348-1633 Fax: (631) 348-4339 1. Contract: o Year: Value: Contact: Contract: YP_~ar: Value: Contact: Central Islip Union Free School District Charles A. Mulligan Elem. School (Additions, MEP & Site Work) 2002 Central Islip U.F.S.D. $677,818.00 Scott Weir Central lslip Union Free School District Ralph G. Reed Jr. High School (Electrical Work) 2002 Central Islip U.F.S.D. $914,244.00 Scott Weir (631) 348-1633 (631) 348-1633 23 1703 Church Street * Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www,eldor, com Holtzraacher, McLendon, Murreil (H2M) 5 75 Broad Hollow Road Melville, N. Y. 1174 7-$0 76 (631) 7S~-*O00 1. Contract: Owner: Value: Contact: South Farmingdale Water District Modification of Well No. 1-3 Starter 2002 South Farmingdale W.D. $23,000.00 Steve Hearl (631) 756-8000 24 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com ¥on~e~ ¢o#~r~¢~n~ Com~an~, Inc. 969 Midland Avenue Yonkers, N. Y. 10704 (914) 965-1500 1. Contract: Year: Value: Contact: Construction of East End Concourse Penn Station, New York- Contract No. 98CD156 1999 Amtrak $6,423,258.00 George Brown 25 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com Pav-Lak Industries, Inc. 325 Marcus Boulevard Hauppauge, N. E 11788 (631) 434-7300 1. Contract: YeaF: Owner: Value: Contact: Long Island Rail Road Valley Stream/Island Park Substations 2002 L.I.R.R. $8,400,000.00 Peter Pavlalds (631) 434-7300 26 1703 Church Street · Hoibrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 Lo#g !$1nnd Rail ~oaaVww. eldor, com 1. Contract: . Year: Owner: Value: Contact: Contract: Year: Owner: Value: Contact: Long Island Rail Road Contract 05878 Atlantic Terminal ]Electrical (Package No. 4) 2003 . Metropolitan Transportation Authority $4,398,000.00 Kevin Mayo Long Island Rail Road Contract 05879 Atlantic Terminal Electrical (Package No. 5) 2003 Metropolitan Transportation Authority $885,000.00 Kevin Mayo (718) 725-2654 (718) 725-2654 27 el4e 1703 Church Street · Holbrook, New York 11741 Tel: (631)218-0010 · Fax: (631)218-0070 Bm'ton, Behz~ndz, Smir~Pw~.eldor. com 2~ E~st -~ Street P~tcho~ue, ~ ~. H772 (631) 475-0349 1. Contract: Year: Owner: Value: Contact: Contract: Owner. Value: Contact: Contract: Year: Value: Contact: Contract:. Owner: Value: Contact: Contract: Value: Contact: Contract: Year: Owner: Value: Contact: Smithtown Central School District Addition & Alteration at Smithtown High School 2004 Smithtown C.S.D. $1,o2o, oo.oo Peter Dawkins Smithtown Central School District AdditiOns & Alterations at Smithtown Middle School 2004 Smithtown C.S.D. $992,964:00 Smithtown Central School District Modular Classroom at Great Hollow Middle School 2002 Smithtown C.S.D. $97,738.00 Frank Sheridan Bay Shore Union Free School District Upgrades at Bay Shore Middle School 1999 Bay Shore U.F.S.D. Dennis Mohrmann Smithtown Central School District Mills Pond Elementary School 2002 Smithtown C.S.D. $992,964.00 Frank Sheridan Half Hollow Hills Central School District Ceiling & Lighting Replacement 2002 Half Hollow Hills C.S.D. $1,063,845.00 Ray Woods 28 ¸ 1703 Church Street · Hoibrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com 7. Contract: Owner: Value: Contact." Connetquot Central School District District Wide Technology Implementation 1998 Connetquot C.S.D. $574,378.0O Robert Madera JJJl 1703 Church Street · Hoibrook, New York 11741 70 Phillip Ross Industries, Inc. 200 Long Island Avenue Wyandanch, New York 11798 (651) 253-307Z 1. Contract: Year: Owner: Value: Contact: 2. Contract: Year: Owner: Value: Contact: 3. Contract: Owner: Value: Contact: 4. Contract: Owner: Value: Contact: Brook, haven National Laboratory Air Stripper Bldg 704 1996 Brookhaven National Laboratory $168,000. Jay Johneas Phil Carlucci Brookhaven National Laboratory Air Stripper Bldg 598 1996 Brookhaven National Laboratory $15,500. Jay Johneas Phil Carlucci Brookhaven National Laboratory - Building 555 Radiation Chemistry Addition 1995 - 96 Brookhaven National Laboratory $135,000. Jay Johneas Phil Carlucci Brookhaven National Laboratory - Building 624 Air Stripper Tower 1995 - 96 Brookhaven National Laboratory $130,000. Jay Johneas Phil Carlucci (631) 253-3077 (631) 253-3077 (631) 253-3077 (631 ) 253-3077 (631) 253-3077 (631) 253-3077 (631) 253-3077 (631) 253-3077 30 el4 r 1703 Church Sfreef · Ho~brook~ New York '1 '1741 Tel: (631) 218-0010 · Fax: (631) 218--0070 www.eldor, com Transportation Qualification References Indexed by Contract Contract: Year: Owner: Value: Contact: Eldor Job No.: Traffic Signal Pre-Emption (TS 2000-2) 2000 Town of Huntington 100 Main Street Huntington, N.Y. 11743 Town of Huntington Department of Engineering Services $397,000.00 Town of Huntington Department of Eng~eering (Tom Mazzola) 2050 Contract: Year: Owner: Value: Contact: Eldor Job No.: WeHwood Ave.-CR3 (#551-310) Contra~t A 2000 Suffolk County Department of Public Works 335 Yaphank Avenue Yaphanlq N.Y. 11980 S.C.D.P.W. $25,050.00 Bi-County Paving Corp. (Daniel Carey) ' 2051 Contract: Year: Owner: Engineer: Value.' Contact: Eldor Job No.: Selden Walgreens 2000 New York State Department of Transportation 250 Veterans Memorial Highway Hauppauge, N.Y. 11788 Nelson & Pope, LLP $83,621.00 Racanelli Construction Company, Inc. 2052 Contract: Year: Owner: Engineer: Value: Contact: Eldor Job No.: Nassau Mall (Levittown) 2000 State of New York Department of Transportation 250 Veterans Memorial Highway Hauppauge, N.Y. 11788 Eschbacher Engineering, P.C. $72,098.50 Kings Park Industries, Inc. 2053 31 car~ ~¢r~ Engineer: Value: Contact: - EldorJob No.: 6. Contract: Year: Owner: Value: Contact: Eldor Job No.: 7. Contract: Year: Owner: Engineer: Value: Contact: Eldor Job No.: 8. Contract: Year: Owner: Value: Contact: Eldor Job No.: 9. Contract: Year: Owner: Engineer: Value: Contact: Elder Job No.: 1703 Church Street · Hotbrook, New York 11741 2000 www.eldor, com Suffolk County Department of Public Works 335 Yaphank Avenue Yaphank, N.Y. 11980 S.C.D.P.W. $23,850.00 L.L.L. Industries, Inc. (William Lion) 2054 Rehab. Various Locations-Nassau/Suffolk Counties (D258467) 2000 New York State Depa~hi~ent of Transportafiun 250 Veterans Memorial Highway Hauppauge, N.Y. 11788 N.Y.S.D.O.T. $19,975.00 Bi-County Paving Corp. (Daniel Carey) 2055 ' Kohl's Massapeqna & Pep Boys 2000 · Kohl's Department Stores North 56 W 1700 Ridgewood Drive Menomonee Falls, Wisconsin 53051 Korsunsky, Krank, Erickson Time & Material Basis CRK Contracting of Suffolk, Inc. 2056 St. Francis Hospital 2000 St. Francis Hospital 100 Port Washington Blvd. Roslyn, N.Y. 11576 Dunn Engineering Associates $40,637.00 Posillico-Sealamandre Joint Venture 2057 Town of Islip Maintenance (DTS 2000-1) 2000 Town of Islip 40 Nassau Avenue Islip, N.Y. 11751 Town of Islip $629,860.00 Town of Islip (Kenneth Dupuis) 2058 32 Year: Owner: Engineer: Value: Contact: Eldor Job No.: 11. Contract: Year: Owner: Value: Contact: Eldor Job No..' 12. Contract: Year: Owner: Value: Contact: Eldor Job No.: 13. Contract: Year: Owner: Engineer: Value: Contact: Eldor Job No.: 1703 Church Street · Holbrook, New York 11741 Tel: (631) 21843010 · Fax: (631) 218-0070 North Shore Resm~i~2G-2) 2000 Nassau County Department of Public Works 1550 Franklin Avenue Mineola, N.Y. 11501 N.C.D.P.W. $22,800.00 Bi-County Paving Corp. (Daniel Carey) 2059 AmityviHe Lighting Improvement Plan 2000 Village of Amityville 21 Greene Avenue Amityville, N.Y. 11701 Incorporated Village of Amityville $27,293.00 Incorporated Village of Amityville 2060 CR 11 Pulaski Road at N.Y.S. Rt. 108 Harbor Road 2000 Suffolk County Department of Public Works 335 Yaphank Avenue Yaphank, N.Y. 11980 S.C.D.P.W. $74,317.00 L.L.L. Industries, Inc. (Bill Lion) 2061 Route 24 Hempstead Turnpike (D258387) 2000 New York State Department of Transportation 250 Veterans Memorial Highway Hauppauge, N.Y. 11788 N.Y.S.D.O.T. $1,098,736.00 J. D. Posillico, Inc. (Fred Locher) 2062 33 www.eldor, com 1. Contract: Longwood Central School District Year: Owner: Value: Engineer: Contact: 2. Contract~ Year: Owner: Value: Engineer: Contact: Const. Mgr.: West Middle Island Primary School 2000 Longwood Central School District $458,500.00 Bun-wood Engineering & Design, P.C. Bruce Wood (631) 225-9400 Longwood Central School l~istrict District Wide Improvements 1998 Longwood C.S.D. $3,400,000.00 Wiedersum Associates Vincent DiFede/Mike Dodge" (516) 434-7900 Turner Construction, Frank Reich (516) 790-6554 Contract: Year: Owner: Value: Engineer: Contact: Contract: Year: Owner: Value: Const. Mgr.: Contact: Contract: Year: Owner: Value: Engineer: Contact: Suffolk County Community College Health Science Addition & Athletic Complex 1998 Dormitory Authority State of New York $3,500,000.00 Dormitory Authority Jay Goldstein, Project Manager (516) 952-9840 Central Islip School Elevator & Boiler Improvements 1998 Central/slip U.F.S.D. $139,600.00 Turner Construction Corp. Lance Franklin (516) 523-3709 Lawrence U.F.S.D. Lighting Upgrades High School ! 998 Lawrence U.F.S.D. $25,500.00 John A. Grille, Architect John M. Grille (516) 476-2161 34 eld r 6. Contract: Year: Value: Engineer: Contact: 7. Contract: YcaY: Value: Engineer: Contact: 8. Contract: Year: Owner: Value: Engineer: Contact: 9. Contract: Year: Owner: Value: Engineer: Contact: 10. Contract: Year: Owner: Value: Engineer: Contact: 170~ Church Street · Holbrook, New York 11741 Tel: (631) 218-O010 · Fax: (631) 218-(3070 www.eldor, com ltauppauge U.F.S.D. District Wide Computer Wiring Upgrades 1998 Hauppauge U.F.S.D. Dr. Annette Schiedler, Director of Technology (516}265-3630 $683,500.00 Joe Garthaffner Engineering Joe C~rtha~er (516) 665-9310 Lynbrook U.F.S.D. District Wide Fire Alarm Upgrades & Gymnasium Renovation 1998 Lynbrook U.F.S.D. $37O;000.00 Joe Garthaffner Engineering Joe Garthaffner (516) 665-9310 RockviHe Centre District Wide Power and Technology Upgrades 1998 Rockville Centre U.F.S.D. $342,500.00 John A. Grillo, Architect John M. Grillo (516) 476-2161 South Country School District HVAC Power Improvements 1998 South Country U.F.S.D. $438,000.00 Joe Garthaffner Engineering Joe Garthaffner (516) 665-9310 South Huntington Schools District Wide Lighting Upgrades 1997 South Huntington U.F.S.D. $357,000.00 John A. Grillo, Architect John M. Grillo (516) 476-216 35 11. Contract: Year: Owner: Value: Engineer: Contact: 12. Contract: Owner: Value: Engineer: Contact: 13. Contract: Year: Value: Engineer: Contact: Const. Mgr.: 14. Contract: Year: Owner: Value: Engineer: Contact: 15. Contract: Year: Owner: Value: Engineer: Contact: 1703 Church Street · Holbrook, New York 11741 Tel: (631) 21843010 · Fax: (631) 21843070 www.eldor, oom Rockviile Centre Schools School Music Addition 1997 Rockville Centre U.F.S.D. $110,800.00 Joe Garthaffner Engineering Joe Garthaffner (516) 665-9310 Rocky Point Schools Fire Alarm Upgrades 1997 Rocky Point U.F.S.D. $115,500.00 Wiedersum Associates, P.C. Vincent DiFede (516) 434-7900 Deer Park U.F.S.D. District Wide Power Distribution and Technology Upgrades 1997 Deer Park U.F.S.D. $424,000.00 Joe Garthaffner Engineering Joe Garthaffner (516) 665-9310 Bob Kilar - Turner Construction (516) 667-8756 East Hampton High School Additions and Alterations 1997 East Hampton U.F.S.D. $488,000.00 Thomas Associates Ken Montross (516) 222-2177 Hofstra University 15KV Feeder Replacement 1997 Hofstra University $113,000.00 Hofstra University Michael King (516) 463-6611 36 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-O010 · Fax: (631) 218-0070 www.eldor, com 16. Contract: 17. Yea~: Owner: _Value: Engineer: Contact: Contract: 'Year: Value: Engineer: Contact: South Huntington Schools District Wide Power & Technology Upgrades 1996 South Huntington U.F.S.D. $443,000.0 John A. Grillo, Architect John M. Grillo (516) 476-2161 Farmingdale Schools District Wide Power & Technolo. gy Upgrades 1996 Farmingdale U.F.S.D. $127,000.00 John A. G-rillo, Architect John M. C_n'illo (516) 476-2161 37 ekier 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-0070 www.eldor, com A_rcl~'tecturM References The Baldassano Architectural GrOup, P.C. 120 Comac Street Ronkonkoma, New York 11779 Richard Labanowski Charles Baldassano John A Grillo, P.C. 1213 Main Street Port Jefferson, New York 11777 John Grillo, Jr. Robert Cascone Wiedersum Associates, P.C. 200 Motor Parkway Suite C-14 Hauppauge, New York 11788 Michael Dodge Thomas Associates 1 Michael Avenue Farmingdale, New York 11735 Joseph Sassone, P.E. Ken Montross Louis IC McLean, P.C. 437 South Country Road Brookhaven, New York 11719 Raymond DiBiase (631) 580-2100 (631) 476-2161 (631) 434-7900 (631) 847-7762 (631) 847-7766 (631) 286-8668 38 eMber 1703 Church Street · Holbrook, New York 11741 Tel: (631) 218-0010 ° Fax: (631) 218-0070 www.eldor, com ~n_~neel~n_~ Re£eeences Joseph Garth~ffner, Electrical Engineer 36 Shore Lane Bay Shore, N.Y. 11706 Hnzen & Sawyer, P.C. 498 7th Avenue New York, New York 10018 Andy Cohen, P.E. Robert Wilkinson Clt-IJ and Gassman 998 North Washington Avenue Green Brook, New Jersey 08812 Brian Martin Frank Camavale, P.E. H2M Group 575 Broad Hollow Road Melville, New York 11735 Steve Hearl, P.E. Lizardos Engineering 200 Old Country Road Suite 670 Mineola, New York 11501 Doug Pavone, P.E. Joseph Mizrahi, P.E. URS Corporation One Penn Plaza Suite 610 New York, New York 10119 Victor Rentas .(631) 665-9310 (212) 777-8400 (212) 777-7142 (732) 752-2291 (631) 756-8000 (516) 484-1070 (212) 736-4444 39 1703 Church Street * Holbroak, New York 11741 Tel: (631) 218-0010 · Fax: (631) 218-[]070 www.eldor, com Qualification References Indexed by Owner Rainbow Network Communications (Div. of Cablevision) 35 No. Tyson .4venue Floral Pa?k, New York 11001 (516) 328-6710 1. Contract: Value: Contact: Various - Electric Service Upgrades Generator Installations Satellite Distribution Installation .. Facilities Expansion Excess of $1,500,000. John Barbieri (516) 328-6710 40 -2- ELDOI~ CONTRACTING CORP. AND AFFILIATES COMBINED BALANCE SNKI~.TS DECEMBER 31~ 2005 AND 2004 Totsl current assets 2005 $ 5,207,522 5,544,013 88,192 1,921,J45 244,9O7 817,468 15,711 13.849,158 20O4 $ 2,263,542 6,802,647 401,737 2,117,524 209,626 786,503 13,575 12.595.338 Property and equipment: Mnchinmy and'equipment Transportation equipment Furniture and fixtu~,s Less accumulated depreciation Property and equipment, net Total assets 479,576 I,~44~710 199.185 2,523,471 1.887.978 635,493 477,252 1,769,139 194.588 2,440,979 1.570.765 870~214 ~L~N K. LANG Owner: Title: 1996 - Present Vice President/Executive Secretary Professional Experience: 1982 - 1983 Hinck Electric Islip Terrace, New York 11752 1983 - 1984 North Shore Electric 1984 1985 Elmont Electric 1985 - 1986 DiFazio Electric Uniondale, New York 11553 1987 - Present Eldor Contracting Corporation Holbrook, New York 11741 Previous Experience: Twenty-Five years experience in all aspects of Electrical Work including: Schools, Airports, Wastewater Treatment, Water Treatment, Office Buildings, Cormmercial Stores; Industrial Space, Housing, and Process Control, Traffic Signal and Road Construction. Progressive advancement from Apprentice to Journeyman to Foreman to Owner. Present: Eldor Contracting Corporation Project Executive for all Project Managers, design and engineering review of projects, oversee all field manpower, job/office coordination, payment requisitions, analyze job site needs, vehicle coordination, estimation and job take-offs, coordination and weekly job meeting review, subcontractor coordination, purchase/procurement and delivery of field materials. ~TION 00300 - PROPOSAL PACKA~ VENDOR NAME: ~Y~mO~r~l~ ~(eC-~_3~C , TYPE OF ENTITY:CORP. FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: VENDOR INFORMATION SHEET ~// PARTNERSHIP INDIVIDUAL CORPORATION NAME: ~DO~ ~ Ctgl d-c~.' ¢IC(~,,~V~ ~, LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: 00300 Proposal Package 3 of 14 ~CTION 00300 - PROPOSAL PACK~E Town of Southold New Town of Southold Animal Shelter BID OPENS: dis ,2007 REMINDER NOTE!! !: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you! 00300 Proposal Package 1 of 14 S~I~TION 00300 - PROPOSAL PACKA~I~E BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days fi.om notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. 00300 Proposal Package 2 of 14 ~CTION 00300 - PROPOSAL PACK~E ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: ADDRESS: CONTACT: E-~L: , CO~ ONLY if dlffar~nt - ~L PURC~SE O~ER TO: ONLY if different - ~ PAINT TO: TELEPHONE: b3l -~% - ~5~1 CONTACT: ~b 00300 Proposal Package 4 of 14 S~TION 00300 - PROPOSAL PACKA~ ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general parmer and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: ] Insurance Certificate as requested is attached [~I certify that I can supply insurance as specified if awarded the bid ~ Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZED SIGNATURE 00300 Proposal Package 5 of 14 ~CTION 00300 - PROPOSAL PACK~E AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my finn for the f'mal decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other fuma or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3, No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain fi'om bidding on this project, or to submit a bid higher than the bid of this faro, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any fu'm or person to submit a complementary bid. 5. My fu'm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any fn'm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any funn or person, and has not been promised or paid cash or anything of value by any fu-m or person, whether in connection with this or any project, in consideration for my fmm's submitting a complementary bid, or agreeing to do so, on this project. I have made a diligent inquiry of all members, officers, employees, and agents of my fu-m with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. ~)~n signing this bid, under the penalties ofperjtay, affirms the truth thereof. Signature & Compan~-~osifion Type Name & Company ~'~4ition ~ Federal I.D. Number f__[ JAMIE BOOTH ~ICITARY PUBLIC-$TATI~ O;~Ul;W YORK ~J No. 01~06~.~ My Comml;,lon Expire; Seple~ 00300 Proposal Package 6 of 14 ~TION 00300 - PROPOSAL PACKAGE PROPOSAL FORM TOWN OF SOUTHOLD ANIMAL SHELTER VENDOR NAME: VENDOR ADDRESS: TELEPHONE NUMBER.: ~Sti{-_~L~ -, 9,<~.'~ FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a parmership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated TJo-q' 00300 Proposal Package 7 of 14 ~CTION 00300 - PROPOSAL PACKAGE Project Requirements/Biddinq Guidelines New York law dictates that bidding by contractors for public projects exceeding a total cost of $50,000 requires a multiple prime contracts as described by Wick's Law. Lump sum pricing will be provided by discipline specific contractors in accordance with MEP and civil engineering scopes described below as separate "contracts". The Town of Southold will be responsible for assembling individual contracts with contractors to whom the project has been awarded. The lump sum price bids under ALL Payment Items shall include supervision and management, on~ going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements, and shall comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize fxom the construction site upon successful completion of the project. NOTE: THE TOWN OF SOUTHOLD RESERVES THE RIGHT TO INCREASE, DECREASE, OR ELIMINATE IN ITS ENTIRETY ANY OR ALL ITEMS PRIOR TO OR AFTER AWARD OF THE BID. 00300 Proposal Package 8 of 14 TOWN OF St~I'HOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of SouthOId ITEM DESCRIPTION OF ITEM NO. (Fill in Unit Price Written in Words) I General Conditions and Mobilizations for ILS Dollars Cents ESTIMATEDI UNiTI QUANTITYJ I 1 LS BID NO. CONTRACT °A' - GENERAL UNIT PRICE EXTENDED BID AMOUNT BID Method of Measurement: The amount bid shall include supervision and n~nagement, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%} upon complete mobilization to the site. b. Twenty Five Pement (25%) upon second partial payment request. · c. Twenty Five Pement (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2Afor SiteDollarsDemolition - Areacents"A" /LS t LS Method of Measurement: The quantity to be paid for under this item shall be lump sum. for the Site Demolition (including Clearing/Grubbing and Removals)within Area "A" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall be measured and paid for at the contract unit price per lump sum ~id as called for in the proposal form. This pdce shall constitute full compensation for furnishing all abor, materials, tools and equipment necessary to satisfactodly complete the work as shown on the contract drawings and described in this · )ecification. Including carting/disposal fees, safety fencing, maintanance and protection of traffic, removals of trees, brush, root mst, saw cutting, pavements, all items in conflict with proposed construction in Area "A" (as defined by the Contract Drawings), debds removal from site clean-up, construction layout and sawcutting. Inten~he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "A" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and ~edestrians during the entire length of construction, 2Bfor SiteDollarsDemolition - Areacents"B" ILS ~ I LS Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Demolition (including Clearing/Grubbing and Removals) within Area "B" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all abor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this mcification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw icutting, pavements, all items in conflict with proposed construction in Area "B" (as defined by the Contract Drawings), debris removal from site iclean-up, construction layout and sawcutting. nten['he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "B" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and ~edestrians during the entire length of construction. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-1 TOWN OF S~THOLD ANIMAL SHELTER'CONSTRUCTION Itemized Proposal for: Town of Southold · ~ ITEM I DESCRIPTION OF ITEM NO. (Fill In Unit Price Written in Words) 3 Site Preparation, Unclassified Excavation and Embankment for Dollars Cents BID NO, CONTRACT 'A' - GENERAL ESTIMATED UNITI UNIT PRICE I EXTENDED BIDAMOUNT QUANT TY BID /LS '1 LS Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Preparation, Unclassified Excavation & Embankment measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Site Preparation, Unclassified Excavation & Embankment shall be measured and paid for at ~he contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, r~aterials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including Licensed Land Surveying, layout, rough grading, site cut-to-fill, clean soils, transportation, spoils removal, compaction and meeting the proposed grades. Intent: The Contractor shall perform all necessary earthwork and grading of the existing site in order to meet all proposed grades as shown 3n the drawings. 4 I Site Drainage- Structures, Piping and I Frames/Grates for ILS Dollars Cents 1 LS Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Drainage Systems (structures, pipe and 'ares/frames) measured in place and accepted in accordance with the specifications and drawings. ethod of Payment: The quantity of accepted Site Drainage Systems (structures, pipe and grates/frames) shall be measured and paid for at e contract price per lump sum bid as called for in the proposal form. All costs associated with layout, earthwork, excavation, backfilling, ~mpaction, connections, parging including earthwork, piping, connection to building piping and clean-up shall be included in the lump sum :ost for under this payment item. Intent: The Contractor shall install the Proposed Drainage System to the lines, level and grades as shown and detailed on the Construction Drawings. 5 I Concrete Curb 480 LF for /LF Dollars Cents Method of Measurement; The quantity to be paid for under this item shall be the number of lineal feet of Concrete Curb measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete curb shall be measured and paid for at the contract unit price per linear foot bid as ;ailed for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary ~o satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork and rough ;~rading. Intent: The Contractor shall install the proposed concrete curb to the grade and limits as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-2 TOWN OF S~THOLD ANIMAl. SHELTERCONSTRUCTION Itemized Proposal for: Town of Southold ITEM J NO, DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) ESTIMATED J UNIT J QUANTITY BID NO. CONTRACT 'A' - GENERAL UNIT PRICE J EXTENDED BID AMOUNT J BID 6 Reinforced Concrete Sidewalk J 3,700 SF J for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this tern sha be the square feet finished surface area for 4" thick reinforced :oncrete sidewalk measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete sidewalk shall be measured and paid for at the contract unit pdce per square foot bid as called for in the proposal form, This price shall constitute full comPensation for furnishing all labor, materials, tools and equipment 3ecessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, reinforcement (6x6 wire mesh), edging, broom finish, the installation of tactile panels, clean-up and }rotection of work. ntent: The Contractor shall install the 4" thick reinforced concrete sidewalk to the limits shown on the Construction Drawings. 7 J 6"Reinf°rcedC°ncreteSlab I 700 SFforDollars Cents /SF Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" reinforced concrete slabs measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 6" thick reinforced concrete slabs shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form, This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including ~yout, subgrade preparation, earthwork, formwork, edging, specified finish, steel reinforcement (as specified), clean-up and protection of ~,ork. Intent: The Contractor shall install the proposed concrete slabs to the limits shown on the Construction Drawings. 6" Recycled Concrete Aggregate Subbase Material (Type 1 NYSDOT) for /SF Dollars Cents J '13,000 SF J Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" recycled concrete aggregate subbase material measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 6" recycled concrete aggregate subbase material (Type 1 NYSDOT) shall be paid for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including survey layout, subgrade preparation, placement, compaction, finegrading, clean-up and protection of work. Intent: The Contractor shall install the 6" recycled concrete aggregate subbase layer to the limits shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-3 TOWN OF ~JTHOLD ANIMAL SHELTER'CONSTRUCTION Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OFITEM ' NO. (Fill In Unit Price Written in Words) 9 Proposed Sanitary Systems for ILS Dollars Cents BID NO. CONTRACT 'A' - GENERAL I ESTIMATED UNITI UNIT PRICE J EXTENDED BIDAMOUNT QUANT TY BID Method of Measurement: The quantity to be paid for under this item shall be a lump sum or the Proposed Sanitary Systems measured in dace and accepted in accordance with the specifications and drawings. tasis of Payment: The Proposed Sanitary System (outside building) shall be paid for at the contract lump sum unit price bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including piping, connections, inspections, controlled backfill and installation of all specified structures (tanks, leaching rings, hair-trap) associated with the two (2) systems. The installation of all intedor drains and piping shall be paid for under Contract "C", Item No. 2 "Building Plumbing". Intent: The Contractor shall install the proposed sanitary systems (outside building) complete to SCDHS Standards and shown on the ~%nstruction Drawings. t 0 for Dollars4" Topsoil Layercents /SF 34,000 SF Method of Measurement: The quantity to be paid for under this item shall be for each square foot of area where topsoil is proposed in ~ccordance with the specifications and drawings. Method of Payment: The quantity of accepted 4" thick topsoil layer area shall be paid for at the contract unit price per square foot as called =or in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to ~abtisfactorily complete the work as shown on the contract drawings and described in this specification. Including furnishing of topsoil, oratory testing of soil recommended ammendments to soil, finegrad ng, ayout, c ean-up and pro ection of work. Intent: The Contractor shall install the 4" proposed topsoil layer in the specified area as shown on the Construction Drawings. 11 r 6, Concrete Filled Bollards I 8 EA I I for lEA Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be for each concrete-filled steel bollard installed and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete-filled steel bollards shall be paid for at the contract unit price for each complete installation as calted for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactoriry complete the work as shown on the contract drawings and described in this specification. Including iayout, earthwork, concrete, steel bollard, painting, refectodzed tape, clean-up and protection of work. Intent: The Contractor shall install the proposed concrete-filled steel pipe bollards to the grades, lines and elevations as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-4 TOWN OF S~THOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM J NO. BID NO. CONTRACT 'A' - GENERAL DESCRIPTION OF ITEM (Fill in Unit Price Written In Words) Proposed 3' High White Vinyl Picket Fence for /LF Dollars Cents ESTIMATED UNITJ UNIT PRICE J EXTENDED BIDAMOUNT J QUANTITY BID 200 Method of Measurement: The quantity to be paid for under this item shall be the number of lineal feet of 3' high white vinyl picket fencing installed as measured and accepted in accordance with the specifications and drawings. Basis of Payment: The quantity of accepted 3' high white vinyl picket fencing shall be paid for at the contract unit price per linear foot bid as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, layout, fence materials (posts and fence sections), footings, hardware, gates, cleanup and protection of work. Intent: The Contractor shall install the proposed 3' high white vinyl picket fencing as required by the specifications and as shown on the Construction Drawings. 13 Animal Shelter Building Construction I 1 I for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the building construction, including foundation, slabs, wall and roof construction, doora, windows, ceilings, cabinetry, finishes, equipment and other items not listed as separate line items accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted work shall be measured and paid for at the contract as a percentage of work completed per subcategory item. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to atisfactorily complete the work as shown on the contract drawings and described in this specification. Intent.____.~: The Contractor shall perform all necessary work in compliance with the drawings and specifications. Method of Measurement: The quantity to be paid for under this item shall be lump sum for the coordination, preparation, manufacture and installation of kennel caging, identified as items 1 and 2 under the furniture fixture schedule. Method of Payment: To be paid 50% upon de very to the s re, 50% upon satisfactory full installation. This price shall constitute full compensation for furnishing all coordination, labor, materials, manufacture, shipping costs, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install indoor and outdoor kennel runs provided as part of the building. CONTINUED ON NEXTPAGE CONTRACT 'A' - GENERAL PF-5 TOWN OF ~JTHOLD ANIMAL SHELTE~ CONSTRUCTION Itemized Proposal for: Town of $outhold ITEM I DESCRIPTION OF ITEM . NO. (Fill In Unit Price Written In Words) Animal Shelter Animal Equipment and 15 Furnishings for /LS Dollars Cents BID NO. CONTRACT 'A' - GENERAL ESTIMATED UNITI UNIT PRICE I EXTENDED BIDAMOUNT QUANT TY BID 1.s t Method of Measurement: The quantity to be paid for under this item shall be individual pdces for items as listed on the Cabinetry/Furnishing/misc. Fixtures schedule on A1.4, with the lump sum being listed here and a breakdown by Schedule item number attached. Pdce to include site preparation, manufacture, shipping and installation of all items in full working order. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This price shall constitute full compensation for providing all coordination, labor, materials, manufacture, shipping costs, tools, misc. parts and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install animal related equipment and furnishings. I 16 Epoxy Floor/wall coatlrlg I 1 SF I for /LS Dollars Cents Method of Measurement: Per Square Foot. Pdce to include site preparation, materials, shipping and installation of all items to industry standards. Method of Payment: To be paid a percentage of work completed. This pdce shall constitute full compensation for providing all coordination, labor, materials,tools, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this )ecification. ~tent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating as referenced in the contract documents; TOTAL Dollars Cents WRITFEN IN WORDS I Total Pay Items #1 - #'16 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items pdor to or after award of the bid. CONTINUED ON NEXTPAGE CONTRACT 'A' - GENERAL PF-6 TOWN OF S~THOLD ANIMAL SHELTERrCONSTRUCTION Itemized Proposal for: Town of Southold ITEM r DESCRIPTION OF ITEM NO. (Fill in Unit Price Written in Words) CONTRACT 'A' - BID ALTERNATES I AIt'lI for Dol~rl/kway Pavers I EST, MATED J UNIT J QUANTITY BID NO. CONTRACT 'A' - GENERAL UNIT PRICE J EXTENDED BID AMOUNT I BID /SF Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for Walkway Pavers measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Walkway Pavers shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, steel edging, clean-up and protection of work. Intent: The Contractor shall install the proposed walkway pavers to the limits shown on the Construction Drawings. Alt. 2 Asphalt Shingle Roof Reduction for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in ~ccordance with the specifications and drawings. Vlethod of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and ~scribed in this specification. Intent: The Contractor shall remove the metal roofing from the job and replace it with 110 mph/40 year minimum warranty asphalt shingles with underlayment and ice shield, installed as per manufacturers directions. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. Alt. 3 Stainless steel countertops Increase for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and ~escribed in this specification, Intent: The Contractor shall remove the laminate countertops from cabinetry located in all animal rooms and animal care service areas. 3acksplashes shall be integral to the top, 3/4" plywood underlayment with holes cut for sinks, etc. shall be provided. This price shall constitute ~ull compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification, CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-7 TOWN OF ~JTHOLD ANIMAL SHELTER'CONSTRUCTION Itemized Proposal for: Town of Southold J · iTEM ~ NO. Alt. 4 DESCRIPTION OF ITEM (Fill In Unit Price Written In Words) Alternative Acoustic Material - Pyrock Increase of /SF Dollars Cents BID NO. CONTRACT 'A' - GENERAL ESTIMATED UNITI UNIT PRICE I EXTENDED BIDAMOUNT QUANT TY BID Method of MeaSurement: The quantity to be paid for under this item shall be per square feet as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall remove the acoustic coating in the base contract and rep ace t w th Pyrock, Inc. Acoustement 40, 1" thick, white. This will entail an alternate substrate approved by the manufacturer (cement board). This price shall constitute full compensation for furnishing alt labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this )ecificafion. Alt, 5 I Screened Subangular Stone Pavement SF I Increase of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this rem sha be the square feet finished surface area for screened subangular stone pavement areas as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Subangular Stone pavement areas shall be paid for at the contract unit pdce per square foot 3id as called for in the proposal form. Including layout, subgrade preparation, filter fabric installation, subangular stone (as specified), lging, clean-up and protection of work. Intent: The Contractor shall install the proposed subangular stone pavement areas to the grades, lines and limits as shown on the Construction Drawings. I Alt. 6 Framed gables ES I Increase of ILS ' Dollar-'~~Cents Method of Measurement: The quantity to be paid for under this item shall be the lump sum cost for replacing masonry gables with standard framed gables as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted framed gables shall be paid as % of work completed as called for in the proposal form. Additional design work required for the framed gable option will be charged by the design team as a reimbursible expense to the Town of Southold, Framed gable drawings ahd details will be provided prior to awarding the bid to insure accurate pricing. Intent: The Contractor shall install the proposed framed gable ends rather than masonry gables as shown on original Construction Drawings. The framed gables to include R19 insulation, double sills, inside sheathing of hardi backer board in kenne[s, 5/8" FRGWB other locations, paint or acoustic treatment, exterior sheathing of 1/2" plywood, vapor barrier, fiber cement board with 1 x 2 cedar battens 2' O.C. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PFc8 ITEM NO. TOWN OF S~THOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold I DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) Option lJ Crushed Bluestone Walkways for /SF Dolrars Cents BID NO. CONTRACT 'A' - GENERAL ESTIMATED UNIT I UNIT PRICE r EXTENDED BID AMOUNT QUANT TY BID Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for crushed bluestone ,valkways as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Crushed Bluestone Walkway shall be paid for at the contract unit price per square foot bid as ;ailed for in the proposal form. Including layout, subgrade preparation, filter fabric installation, crushed bluestone (as specified), edging, ;lean-up and protection of work. intent: The Contractor shall install the proposed crushed bluestone walkway to the grades, lines and limits as shown on the Construction Drawings. Option Pergola for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide the pergola detailed on A 801. LOption 3 Add or Delete Epoxy flooring I r for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing either an increase or decrease ir the base bid amount. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating as referenced in the contract documents. I Option 41 Delete Clear Masonry Coating for /SF Dollars Cent~ Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing a decrease in the base bid amount. Method of Payment: The method of payment will be % of work completed. ntent: The Contractor shall provide all materials and labor to install a clear coating on masonry, both inside and outside. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-9 TOWN OF ~ITHOLD ANIMAL SHELTER'CONSTRUCTION Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM I ESTIMATED UNIT i NO. (Fill In Unit Price Written in Words) QUANT TY Option 5 Decrease or Increase the length of the kennel wing by units of 4' in depth by full width of the wing. for / 4' If units Dollars Cents BID NO. CONTRACT 'A' - GENERAL UNIT PRICE I EXTENDED BID AMOUNT BID 4'LF I Method of Measurement: The quantity to be paid for under this item shall be per unit of 4' by full w~dth of kennel wing (moms 16, 17), Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install a the full architectural details inherent in the cost of extending or reducin[ the size of the kennel wing. OptionforDollars Cat Box Furniture Cents /LS ILS [ Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide the cat boxes detailed on A8.2. Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. ~tent: The Contractor shall provide signs as identified in sign schedules on A1.4 Option 8 Remove Classroom 12 for Dollars Cents / SF SF ~lethod of Measurement: The quantity to be paid for under this item shall be per sf of Classroom 12 removal to include the elimination of Joors #-4, #5, and #24 and window #11. Window #10 will be n~ved to end of C2. All MEP will be removed and gable will be maintained on ~ew wall elevation. ~ethod of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all abor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-10 TOWN OF S~THOLD BID NO. ANIMAL SHELTER-CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold - ! ITEM J DESCRIPTION OF ITEM I ESTIMATED J UNIT I UNIT PRICE I EXTENDED BID AMOUNT I NO. (Fill in Unit Price Written in Words) QUANTITY BID Option 9 Add/Delete windows or skylights SF Increase/Decrease of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square foot cost attributed to windows and skylights as measured in place and accepted in accordance with the specifications and drawings. Cost to include the replacement of the window with full wall or roof construction and finishes. Windows may be identified separatery by type and size, Method of Payment: The quantity of windows and skylights completed or deleted as called for in the proposal form. Intent: The Contractor shall provide pricing for windows on a square foot basis or by individual units specifically identified by size and type. CONTRACT 'A' - GENERAL PF-11 TOWN OF~)UTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold J~ ITEM DESCRIPTION OF ITEM · ~lO. (Fill in Unit Pdce Written in Words) 1 General Conditions and Mobilizations for ILS Dollars Cents ESTIMATEDQUANTITYUNIT UNIT BID PRICE t LS BID NO. CONTRACT 'B' - HVAC EXTENDED BID AMOUNT lilathod of Measurement: The amount bid shall include supervision and management, on-going pmject-ralated expenses, insurances, bonding, abor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meat all of the ]eneral requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobil~.e from the construction site upon successful completion of the project. Method of Pavment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Heating & Cooling System installed and accepted in accordance with the specifications and drawings. I~ethod of Payment: The accepted Heating & Cooling System shall be measured and paid for at the contract unit pdce per lump sum bid as ~lled for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, matadals, tools and equipment necessapj to isfactodly complete the work as shown on the contract drawings and described in this specification. Including the air handlers (AH), · ienser units (CU), unit heaters, all ductwork to and from units, boilers, heating hot water supply and ratum lines, refrigerant lines, piping, :onnections, setting, testing, balancing, and controls. In~nt:. The Contractor shall fumish and install the heating and cooling systems complete as specified and shown on the drawings. TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items # 1 & ~ NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'B' - H.V.A.C. PF-t TOWN OF .UTHOLD ANIMAL SHELTE~rCONSTRUCTION Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM N~. (Fill in Unit Prir.~ Wriff~n in W~rrl_~ 1 General Conditions and Mobilizations for /LS Dollars Cents ESTIMATED QUANTITY BID NO. CONTRACT 'C' - PLUMBING I UNITI UNIT PRICE RID EXTENDED BID AMOUNT Method of Measurement: The amount bid shall include supervisron and management, on-going project-related expenses, insurances, 3onding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General 3onditions of the Contract and demobilize from the construction site upon successful completion of the project. ¥1ethod of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon suocessful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Plumbing installed and accepted in accordance with the specifications and drawings. Vtethod of Payment: The accepted Building Plumbing shall be measured and paid for at the contract unit pdce per lump sum bid as called for n the proposal form. This price shall constitute full compensation for furnishing a abor, materials, too s and equipment necessary to ~atisfactorily complete the work as shown on the contract drawings and described n th s specification. Including supply lines, waterline linsulation, waste lines, connection to septic line, all proposed plumbing fixtures, vent piping, inspections, water heater, feed to boilers, mixing Ivalves and hose bibs. ~lntent: The Contractor shall furnish and install the Building Plumbing as specified and shown on the drawings, (includes Hydrant) 1 LF for /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shalr be linear foot unit price for the Proposed Water Service installed and accepted in accordance with the specifications and drawings. ~lethod of Payment: The accepted Proposed Water Service shall be measured and paid for at the contract unit price per linear foot bid as :alled for in the proposal form. This price shal~ constitute full compensation for furnishing all labor, materials, tools and equipment necessary t¢ satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, hydrant installation, valves, testing, inspection and disinfecting. All fees to SCWA shall be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Water Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of the SCWA and SCDHS. CONTINUED ON NEXT PAGE CONTRACT 'C' - PLUMBING PF-1 TOWN OIF~UTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ~ ITEM DESCRIPTION OF ITEM i NO, ~Fill in Unit PHne Written in W~rd~t 4 Proposed RPZ Device & Water Meter Vault (includes 6" by-pass line) for ILS Dollars Cents ESTIMATEDI UNITI QUANTITY 1 LS BID NO. CONTRACT 'C' - PLUMBING ' UNIT PRICE EXTENDED BID AMOUNT BID Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Proposed RPZ Device & SCWA specified Water Meter Vault installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed RPZ Device shall be measured and paid for at the contract unit pdce per lump sum bid as celled for in the proposal form. This price shall constitute fuil compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, pipe connections, 6" by-pass pipe, RPZ enclosura/vault, RPZ device, water meter vault, hardware, insulation, testing and inspections. The electdc circuit and heat tracing shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 6" Electric to RPZ Device". SCWA shall install the water meter. Intent: The Contractor shall furnish and install a fully approved, tested and operational RPZ Device & water meter vault as specified, shown the drawings and to the approval of the SCWA and SCDHS: Building Fire Suppression System 1 LS for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Fire Suppression System installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Fire Suppression System shall be measured and paid for at the contract unit price per lump sum ~bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including connection to the building water supply line, valves, controls, inspections, testing, approvals, piping, heads and complete integration with the fire alarm system. The building fire alarm system shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 5. Intent: The Contractor shall furnish and install a full approved, tested and operational Building Fire Suppression System as specified, shown on the drawings and to the approval of the Town Fire Marshall. I 6 t Proposed Gas Service & Site Restoration I LF I for /LF Dollars Cents Method of Measun~ment: The quantity to be paid for under this item shall be linear foot unit price for the Proposed Gas Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Gas Service shall be paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, matadals, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, valves, testing and inspection. All fees to Keyspan shall be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Gas Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of Keyspan and the Project Engineer. CONTINUED ON NEXT PAGE CONTRACT 'C' - PLUMBING PF-2 TOWN OF~uTHOLD~"' BID NO. ANIMAL SHELTERr C¢ :)NSTRUCTION CONTRACT 'C' - PLUMBING Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM E. SYJr~ATED UNIT I UNIT PRICE EXTENDED BID AMOUNT N~).I ~Fill in Unit PricA Written in W~rd~I QUANTITYI I~[~ TOTAL Dollam Cents WRITTEN IN WORDS Total all Pay Items # 1- # 6 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'C' - PLUMBING PF-3 TOW~ OF $(~'HOLD ANIMAL ~H ELTER'~ONSTRUCTION Itemized Proposal for: Town of $outhold I ITEM DESCRIPTION OF ITEM BID NO. CONTRACT 'D' - ELECTRICAL' ESTIMATED UNIT PRICE EXTENDED BID AMOUNT NO. 1 (Fill in Unit Price Written In Words) General Conditions and Mobilizations oZ, ~ollars Cents QUANTITY 1 UNIT BID L$ J: Method of Meaaumment: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materiaJs, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Pavment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. D611ars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum for the Temporary Electric Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Temporary Electric Service shall be paid for at the contract unit pdce per lump sum bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, matariais, tools and equipment necessary to satisfactorily mplete the work as shown on the contract drawings and described in this specification. Including connections to exfsting an mai shelter rvice, 100 amp temporary service, frame, minimum of (4) four 20 amp circuits into the building for contractors use, removal of temporary service when required and maintenance of system during construction. Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon removal of the temporary service. ntent: The Contractor shall furnish and maintain temporary 200 amp electric service for use by all trades dudng construction. The ~ervice shall be operational within 30 days from the full execution of Contract 'D'. 3 Building Electric & Communications I LSCT-Z~ Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Electric & Communications installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Electric & Communications shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including circuits, connection to proposed equipment and mechanicals, phone line homeruns, computer line homeruns, lighting, and controls. Intent: The Contractor shall furnish a complete and approved Building Electric & Communications system as specified and shown on the :lrawings with Electrical Underwriters approval. CONTINUED ON NEXT PAGE CONTRACT 'D' - ELECTRICAL PF-t COMMANDER ELECTRIC INC. 500 Johnson Avenue, P.O. Box 526, Bohemia NY 11716 ADD ALTERNATES AS PER SHEET I OF 5 ADDENDUM #3 APRIL 5,2007 1. SOUND SYSTEM AS SPECIFIED. $9,987.00 2. 125 KW GENERATOR WITHIN 20' OF ATS $32,798.00, ATS INCLUDED IN BASE BID. 3. A VISUAL COMMUNICATIONS SYSTEM. $2,500.00 ( NOT SPEClFIED)~ 4. CONCEALED WIRING ALTERNATE IN DESIGNATED ROOMS ONLY, NO CHANGE EXCLUSIONS AND CLARIFICATIONS: OVERTIME, PATCHING, PAINTING. NO DEBRIS REMOVAL, NO EXCAVATION, TEMPORARY LIGHT FROM 7 AM TO 3:00 PM MONDA~T~I~EY~NLY;NO~ ~ UTILITY FEES. OR ENERGY CONSUMPTION FEES. THANK YOU ID THIS PROJECT. DOUGLAS HUTTON ESTIMATIN~ ~PARTMENT (631) 563-3223 -Fax (631) 563-8322 -www.commanderelectric.com TOWN OF SO. HOLD ANIMAL SHELTER~ONSTRUCTION Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM NO. (Fill in Unit Price Written in Words) BID NO. CONTRACT 'D' - ELECTRICAL I ESTIMATED I UNIT I UNIT PRICE I EXTENDED BID AMOUNT I QUANTITY BID 4 Building Telephone & Cable Service t LS Dollars Cents Method of Measurement: .The quantity to be paid for under this item shall be lump sum for the Building Telephone & Cable Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Telephone & Cable Service shall be measured and paid for at the contract unit pdce per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, backfill, site restoration, Cutting and patching of foundation wall, panels, end user fees (by Town), and connections. Intent: The Contractor shall fumish a complete and approved Building Telephone & Cable Service from Route 25 (Main Road) to the proposec animal shelter building as specified and shown on the drawings. Dollars Cents Method of Meaaurament: The quantity to be paid for under this item shall be lump sum for the Building Fire Alarm System installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Fire Alarm System shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including devices, connection to fire ,~uppression system, testing, inspection, and approvals. ;tent: The Contractor shall furnish a complete and approved Building Fire Alarm System system as specified and shown on the drawings with EJectrical Underwriters approval and the Town Fire Marshall. 6 Electric to RPZ Device I I LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Electrical Contractor to install a dedicated circuit from the new animal shelter building to the proposed RPZ device heater (located within the RPZ vault) installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted electric service connection to the RPZ Vault shall be paid for at the contract unit pdce per lump sum bid as called for in the proposal form· All costs associated with electric conduit runs, trenching, backfill, restoration, wires, splice boxes, provide new service runs, outlet installations1 and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. Intent: The Contractor shall furnish and install an electric service connection to the heater located in the proposed RPZ vault as specified and shown on the drawings with Electrical Underwriters approval. Dollam ( WRITTEN IN WORDS NOTE: The Town of Southold rose.es the right to increase, decrease, or eliminate in its entirety any or all items prior to or after ~ward of the bid. Cents T~o~ll a~ll F~a~y~l. #6 CONTRACT 'D' - ELECTRICAL PF-2 S~TION 00300 - PROPOSAL PACKAGE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the .~4g. day of ~agg(/ in the year 2007 before me, the undersigned, personally appeared, ~ame¢ 44~a_1/tl0~_ , personally known to me or proved to me on the basis of satisfactory evidence to be3th~ individual(s) whose name(s) is (are) subscribed to the within mstrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the insmunent, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instnmaent. C /¥~y 15UBi~FC - JAMIE BOOTH ~O'~A~Y PUBLIC-SlATE OF NEW NO. ~ollfl~d In S~ffotk County 00300 Proposal Package 9 of 14 Town of $outhold The signatory of this questionnaire certifies under oath the troth and correctness of all statements and of all answers to interrogatories hereinafter made. superrep BY: Com o d ( ech4L-- Corpo ti--i o A Partnership or Entity FIRM NAME: An Individual PRINCIPAL OFFICE: P~C~ OFFICE~: BACKGRO~ ~TLE N~ ADD,SS PROFESSION~E V P, ~.~,p. -~. 1. How ~y ye~s h~ yo~ org~ation been in bus,ess ~der its present ~usiness nme. 2. You normally perform what percent of the work with your own forces? List trades that you organization normally perfQrms below: 3. Have you ever failed to complete any work awarded to you? t~'). If so, note where and why. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. 00310 SECTION~0310 - BIDDER'S QUALIFICATION STATEMENT 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name off Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work 00310 List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Position Individual's Name Of Office Type of Work Years of For Which In What Experience Responsible Capacity 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Conlxact Time? 10. Bank References: (Je c,% 11. Trade Association Membership: k.~c>~ & ~)~FE~3~¼~'p -'fUOt,nlF~ ~___.ofvlOll~-{t" ~' 12. Has your finn ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? 00310 SECTION 0~310 - BIDDER'S QUALIFICATION STATEMENT 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. Gcc o.44oxzhcd STATE OF NEW YORK COUNTY OF SUFFOLK ~O~DB,F~% ~4OA~C__410~F/t~ being duly swom deposes,and says that he is the .J~r~_!(Jl;'14~ of (~lO,9Qt5~s/~)4t~pntmctorandthat answers to the foregoing questions and all statements therein contained are true and correct. (Signature of person who signed bid) Swum to befor~ Notary Public Commission Ex ne this i~L~tCX,~aY of~007 JAMIE BOOTH NOTA UBUC-STAT~ :~F NEW YORK Q~itlec~ ~ ~uffolk County 00310 ~CTION 00300 - PROPOSAL PACKAGE VENDOR NAME: ROBBINS & COWAN, INC. VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. XX PARTNERSHIP 6 OR SOCIAL SECURITY #: 4/13/1965 DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: CORPORATIONNANLE: ROBBINS & COWAN, INC. LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) John A. Robbins Jr. Richard T. Robbins LIST OFFICERS AND DIRECTORS: NAME TITLE John A. Robbins, Jr. President INDIVIDUAL Richard T. Robbins Secretary/Treasurer If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: 00300 Proposal Package 3 of 14 ~CTION 00300 - PROPOSAL PACKA~ Town of Southold New Town of Southold Animal Shelter BID OPENS: ,2007 REMINDER NOTE!!!: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you! 00300 Proposal Package 1 of 14 S~CTION 00300 - PROPOSAL PACKAGE BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days f~om notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. 00300 Proposal Package 2 of 14 ~I~TION 00300 - PROPOSAL PACKAGE MAIL BID TO: VENDOR NAME: ADDRESS RECORD FORM Robbins & Cowan, Inc. ADDRESS: 179 New York Avenue Huntington, NY 11743 CONTACT: John A. Robbins, Jr. TELEPHONE: 631-271-2324 FAX: E-MAIL: robb±nscowan@verizon.net 631-271-2335 ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: CONTACT: ONLY if different - MAIL PAYMENT TO: ADDRESS: E-MAIL: TELEPHONE: CONTACT: FAX: E-MAIL: 00300 Proposal Package 4 of 14 S~CTION 00300 - PROPOSAL PACKAGE VENDOR NAME: ROBBINS & COWAN, INC. ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; ifa partnership, by one of the parmers or other person authorized by a writing signed by at least one general parmer and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: [--] Insurance Certificate as requested is attached [~7] I certify that I can supply insurance as specified if awarded the bid [] Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALLDISQUALIFY BIDDER. FHORIZED SIGNAT URE 00300 Proposal Package 5 of 14 ~CTION 00300 - PROPOSAL PACKAGE AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the £mal decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 'l. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 9. Neither the price(s), nor the amount of this bid, have been disclosed to any other fu'm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain fi.om bidding on this project, or to submit a bid higher than the bid of this finn, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 15. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or serdces fi.om any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain fi.om bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. ?. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my fu-m's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The~gthis bid, under t~:ke penalties of perjury, affirms the truth thereof. · , NOTARY: ~0X DAY OF 0'qO-]_~L' , 20~'] R~bbins & Co, wan, c. ~C~( ~1~-~ / NOTAR~f PUBLIC ~ Company Name Date Sigfed / / $1~ll~ &, 8YhlJ01~#~ 11-2069326 ~a~ ~. a~ e~m~ ID Fede~l I.D. Numbe~ 00300 Proposal Package 6 of 14 S~CTION 00300 - PROPOSAL PACKA~I~ PROPOSAL FORM TOWN OF SOUTHOLD ANIMAL SHELTER VENDOR NAME: Robbins & Cowan, Inc. VENDOR ADDRESS: 179 New York Avenue Huntington, NY 11743 TELEPHONE NUMBER: 631-271-2324 FAX: 631-271-2335 The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated # 1 3/12/07 # 2 3/19/07 # 3 3/21/07 # 4 3/27/07 00300 Proposal Package 7 of 14 ~CTION 00300 - PROPOSAL PACKAGE Project Requirements/Biddin.q Guidelines New York law dictates that bidding by contractors for public projects exceeding a total cost of $50,000 requires a multiple prime contracts as described by Wick's Law. Lump sum pricing will be provided by discipline specific contractors in accordance with MEP and civil engineering scopes described below as separate "contracts". The Town of Southold will be responsible for assembling individual contracts with contractors to whom the project has been awarded. The lump sum price bids under ALL Payment Items shall include supervision and management, on- going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements, and shall comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. NOTE: THE TOWN OF SOUTHOLD RESERVES THE RIGHT TO INCREASE, DECREASE, OR ELIMINATE IN ITS ENTIRETY ANY OR ALL ITEMS PRIOR TO OR AFTER AWARD OF THE BID. 00300 Proposal Package 8 of 14 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE I EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID I ~ General Conditions and Mobilizations 1 LS ,o, , 254,00o Dollars Cents Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the consfruction site, meet all of the general requirements set forth under Division 1, coroply with all conditions set forth in the Condifior~s of Confract and General ~onditions of the Contract and demobilize froro the consthJction site upon successful comp/etlon of the project. ~lethod of Payment: Payment for this item will be made in three (3) payments; a. F",~:y Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitata requiraroents of Division 01000 of the specification and construction operations. 'T' Site Demolition - Area "A" 1 LS Dollars Cents ~,~t h ~,d of ,"5 ca-=Umh~eiii The quantity to be paid fo~ under this item shall be tump sum for the Sfie Deroolition (including Ctearing/Grubbing ,and Removals) within Area "A" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall be measured and paid for a the contract unit price per lump sum bid as celled for in the proposal form. This pdce shall constitote full coropensalion for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and desc~bed in this specification. Including certfag/disposel fees, safety fencing, maintenance and protection of fraffic, removals of frees, brush, root mst, saw cutting, pavements, all items in conflict with proposed consl~uc~on in Area "A" (as defined by the Confract Drawings), debris rerooval froro site ~ean-up, construction layout and sawcoffing. rttenl"]ae Confractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "A" es ]hown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and )edestrians dudng the entire length of construction. 2B ,-.~--~ Site Demolition - Area "B" 1 LS for-'~O ~(.~:~r'Z_ ~ ~ ~--~ ,LS 0 Dollars Cents ]e;.hod of Measurement: Tee quantity to be paid for under this item shall be lump sum for the Site Demctifion (including Clearing/Grubbing and Removals) within Area "B~ as defined on the Contract Drawings and accepted in accordance with the specifications. lethod of Payment: The quantity of accepted Site Derooiition (including Clearing/Grubbing and Removals) shall be measured and paid for a he contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, naterials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification, including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw cutting, pavements, all items in conflict with proposed construction in Area "B" (as defined by the Contract Drawings), debris rerooval from site clean-up, construction layout and sawcutfing, ],nten~he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "B" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and edestdans during the entire length of construction, CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-1 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT °A' - GENERAL Itemized Proposal for: Town of Southold ~'~EM DESCPJPTION OF ITEM ESTIMATED UNIT UNIT PRICE ! EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Site Preparation, Unclassified 3 ~.~ Excavation and Embankment I LS Dollars Cents Vlethod of Measurement: The quantity to be paid fao under this item shall be lump sum for the Site Preparation, Uncfassified Excavation & Embankment measured in place and accepted in accordance with the specifications and drawings. t/lethod of Payment: Thequanfity of accepted Site Preparation, Unclassified Excavation & Embankment shall be measured and paid for at he conb'act unit pdce per lump sum bid as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, natedals, tools and equipment necessary to safisfactmily complete the work as shown on the contract drawings and described in this spedlicatton. Including Ucensad Land Surveying, layout, rough grading, site cut-to-fill, clean soils, Iransportation, spoils removal, compaction and meeting the pmpeaed grades. Intent: The Contractor shall perform all necessary earthwork and grading of the existing site in order to meet all proposed grades as shown o the drawings. 4 Site Dralnage~ Structures, Piping and Dollars Cents ll/lethod of Measurement: The quanl~ty to be paid for under this item shall be lump sum for the Site Drainage Systems (st~ucturea, pipe and retes/framea) measured in place and accepted in accordance with the specifications and drawings. ~ethod of Payment: The quantity of accepted Site Drainage Systems (sthJcturea, pipe and grates/frames) shall be measured and paid for at he conl~act price per lump sum bid as sailed for in the proposal form. NI costs associated with layout, earthwork, excavation, bacldilllng, :ompacl~on, conneclk)ns, parging including earthwork, piping, connection to building piping and dean-up shall be included in ~e lump sum :DSt for under this payment item. Intent: 'rTle Contractor sbell install the Proposed Drainage System to the lines, level and grades as shown and deta~ed on the Construction Drawings. 5 I - C_~3_crete Curb 480 LF =R/ art O-t3 Dollars Cents ! Method of Measurement: The quantity to be paid for under this item shall be the number of lineal feet of Concrete Curb measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete curb shall be measured and paid for at the contract unit price per linear font bid as :ailed for in the proposal form. This price shall consttiute full compensation for furnishing all labor, materials, tools and equipment necessary D satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork and rough ]fading. ntent: The Contractor shall instell the proposed concrete curb to the grade and limits as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-2 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE ' EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTFrY BID e ~for~J Reinforcedl~ ..'~'~l~ C.~~ '~'°/~ O r,~C°ncrete Sidewalk /SF3,700 SF Dollam Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface ares for 4" thick reinforced :oncrete sidewalk measured in place and accepted in accordance with the specificetJons and drawings. 14ethod of Payment: The quantity of accepted concrete sidewalk shall be measured and paid for at the contract unit price par square foot bid as called for in the proposal form. This pdce shall constitute full compensation for fomishing all labor, materials, tools and equipment necessary to satisfactorily comp!ere the work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, reinforcement (6x6 wire mesh), edging, broom finish, the installation of table panels, dean-up and )rotaction of work. Intent: The Contractor shall install the 4" thick reinforced concrete sidewalk to the limits shown on the ConsthJction Drawings. 7 6" Reinforced Concrete Slab 700 SF ~,_~ Dollam Cents ~etho~ of Meea~ra,~ent: The quantity to be paid ~ under this item s all be the square feet finished surface area for 6" reinforced concrete slabs measured in place and accepted in accordance with the specifications and drewiegs. Method of Payment: The quantity of accepted 6" thick reinforced concrete slabs shall be measured and paid for at the conlmct unit price per square foot bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Insluding layout, subgrade preparation, earthwork, formwork, edging, specified finish, steel reinforcement (as specified), dean-up and protection of wor~ '~tent: The Contractor shall install the proposed conc~eta slabs to the limits shown on the Constomtion Drawings. 8 for Subbas, Mateflal (Type '1 J~"~(/'~=~('"1¢'"'~~O NYSDOT)c..~/SF 13,000 SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" recycled concrete aggregate subbasa material measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 6" recycled concrete aggregate subbaea material (Type 1 NYSDOT) shall be paid for at the contract unit prise per square foot bid as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to eatisfactodty complete the work as shown on the conbact drawings and described in this specification. Including survey layout, subgrade preparation, placement, compaction, finegrading, clean-up and protection of work. Intent: The Contractor shall install the 6" recycled concrete aggregate subbase layer to the limits shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A'- GENERAL PF-3 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL :emized Proposal for: Town of Southold I;I'EM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit PHce WHtten in Words) QUANTITY BID 9 ~ Proposed Sanitary SysteD~ I LS for [J or- nc r Dollars Cents Method of Measurement: The quantity to be paid for under this item shall he a lump sum or the Proposed Sanitary Systems measured in ,lace and accepted in accordance with the specifications and drawings. Basis of Payment: The Proposed. Sanitary System (outside building) shall be paid for at the contract lump sum unit price bid as osJled fo~ in ~he proposal form. 'mis price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to ~afisfac~ complete the work as shown on the contract drawings and described in this specification. Including piping, connections, nspections, conbolled backfill and installation of all specified structures (tanks, leaching rings, hair4~ap) associated with the two (2) systems. I'he installation of all interior drains and piping shall be paid for under Contract "C", tiem No. 2 "Building Plumbing'. :Intent: The Condactor shall install the proposed sanitary systems (outside building) complete to SCDHS Standards and show~ on the Cons~uction Drawings. 10 4" Topsoil Layer 3~,000 SF ,~ for /SF e r M~thod of M®~eut~ment: The quantity to be paid for under this item ahall be for eech squer~ foot of arsa where top,oil I~ proposed in a~;~:~lance ~ ~ sp~:tliostions and drawir~l~. Method of Pa~n~nt: The quantity of aosepted 4' thick topsoil I~ys~ eree shall be paid for at the eonl~ct unit pdce per m:lu~e foot as celled for in ths proposal form. This prk~ shall consfifute full compansatioe fo' furnishing all labor, mstedsk% tools and equipment necessary to sati~l~.orlly osmplate the work as ~bowm on the conli~ct drawin~ and dsm:tbed in ~is epacifiostion. Including furnishing of topaoil, laboratory tsating of ~o~. recommended arnmendrnents to soil, ,ne~reding, isyout, ~n-up and prote~tom of Intent: The Oonlt~ctor shall instell the 4' proposed topsail layer in fha sp~..i~ed ere~ as shown on the Ooos~ion Drawings. Dollars Cents Method of Measurement: The quantity to be paid f~ under this item shall be for each cona'ete-filled steel bollard installed and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted osncrete-ifiled steel bollards shall be paid for at the contract unit price for each complete thstallation as called for in the proposal form. 'rnis price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification, thduding layout, earthwork, concrete, steel bollard, painting, refectorized tape, dean-up and protection of work. Intent: The Contractor shall install the proposed concrete*filled steel pipe bollards to the grades, lines and elevations as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-4 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONS'i'RUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ~'TEM DESCRIPTION OF ITEM ES'FIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 12 Proposed 3' High White Vinyl Picket Fence 200 LF Dollars Cents ~.~' Method of Meeaure.~eii[; The quantity to be paid for under this item shall be the number of lineal faet of 3, high white vinyl picket fencing nstalled as measured and accepted in accordance with the specifications and drawings. Basis of Payment: The quantity of accepted 3' high white vinyl picket fencing shall be paid for at the contract unit pdce per linear foot bid as :ailed for in the proposal form. This price shall constitute ful~ compensation f~r furnishing all labor, materials, tools and equipment necessary to satisfactorily COmplete the work as shown on the contract drawings and described in this specification. Including earthwork, layout, fence materials (posts and fence sections), footings, hardware, gates, cleanup and protection of work. Intent: The Ceab'actor shall install the proposed 3' high white vinyl picket fearing as required by the specifications and as shown on the Const~uctfon DrawingS. 13 O~"ArJJma! Sh~ter ~ulJdlng Construction _ I LS Dollars Cents ~e~h~:l of :.'.~.- .~,.,,,,~n~: The quanl~ to be paid fo~ unde: this itarn shall be lump sum fo~ the tiuildJng ccnsl~Jctfon, inctedJng fcx. Jndaiton, sial)s, wall and roof constroctJon, doum, windows, ce~inge, osbinetr/, finishes, equipment and other items not listed as saparate line items accepted in accordance with the specifications and drawings. Method ofPa eat: The quantity of accepted work shall be measured and paid for at the contract as a percentage of work completed per subcategory item. This price shall constitute tull compensation for furnishing all labor, materials, tools and equipment necessary ta sa tisfe ctc,'l'ly complete the work as shown on the conbact drawings and described in this specification. ntent.' The Con~'actor shall perform all necessary work in compliance with the drawings and specifications. 14 Animal Shelter Kennel Units I LS Dollars Cents ~lethod o[ Msas~rar~ei~;. 'me quantity to be paid for under this item shall bo lump sum for'the coordination, preparation, manufacture and nstallation of kennel caging, identified as items 1 and 2 under the furniture f~(ture schedule. ~ethod ofPa ant: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This price shall constitute tull :ornpensafion for furnishing all coordination, labor, materials, manufacture, shipping costs, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this spec~tication. Intent: The Contractor shall provide all materials and labor to install indoor and outdoor kennel runs provided as part of the building. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-5 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for:. Town of Southold ITEM DESCRIpTIoN OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT. NO. (Fill in Unit Pdce Wdtten in Words) QUANTITY BID 15 O~..Animal Shelter Animal Equipment and 'to J~( J f.-x {"~ ~'~-~q~'~' n~- t t'z'--c'cFur ishin ~-t ~j~ I LS ~[ ~~d~' Dollars Cen(s M~hod of Measurement: The quantity to be paid for under this item shall be individual pdsas for items as listed on the Cabinel~y/Fumishing/misc. Fixtures schedule on A1.4, with the lump sum being listed here and a breakdown by Schedule item number attached. Price to include site preparation, manufacture, shipping and installation of all items in full working order. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory fall installation. This price shall constitute full compansaiton for providing all coordination, labor, materials, manufacture, shipping costs, tools, misc. parts and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Cont~antor shall provide all materials and labor to install animal related equipment and furnishings. 16 , Epoxy Floorhstal, coating , LS' ~'~") ~1 ~j "~[ ~ Dollars Cents ~lethod of Measurement: Per Square Foot. Price to include site preparation, materials, shipping and installation of all items to indusl~y standards. Vlethod of Payment: To be paid a percentage of work completed. This pdce shell constitute fall compensation fo~ providing all coordination, aber, materlsls,tools, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this ntent: The Contracter shall provide all materials and labor to install an epoxy floor and wall coating as referer'~.ed in the contract documents. Dollar~ G~llts WRII I I=N IN WORDS Total Pay Items #1 - #16 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or ali items pdor to or alter award of the bid. I CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-6 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE I EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID ;ONTRACT 'A' - BID ALTERNATES Ai,.l :~_... Walkway Pavers for '~ ~ ~/'~OC:) /SF Dollars Cents Vlethod of Measurement: The quantity to be paid for under this item shall be the square feet finished surPace ares for Walkway Pavem ~easured in place and accepted in accordance with the specifications and drawings. ~lethod of Payment: The quantity of accepted Walkway Pavers shall be messured and paid fur at the contract unit price per square foot bid ~s called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, stesl edging, dean-up and protection of work. Intent: The Contractor shall install the proposed walkway pavers to the limits shown on the Consffuction Drawings. Alt. 2 .-;- ~p_~alt Shingle Roof ~ Reduction for ~ OO,~ ~y~:~ ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as messured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute tull compensation for tumishing all labor, materials, foundation, tools and equipment necessary fo satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall remove the metal roofing from the job and replace it with 110 mph/40 yesr minimum warranty asphalt shingles with undedayment and ice shield, installed as per manufacturer's directions. This pdce shall constitute full compensation for furnishing all !abor, materials, tools and equipment necessary to satisfactorily complete the work as desc~bed and described in this specification. .~ Stainless steel countertoos Alt. 3 ~,~?~'~t--.*~ "[- V~C.~c...~ ~J~*~., ~*'~,~ ES'7 lncreasefor'~J[~C~'~t~C) ~ ~"(Y~/LS Dollars Ce~'~s Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specificetions and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the confract drawings and described in this specification. Intent: The Contractor shall remove the laminate countertops from cabinetry located in all animal rooms and animal care servica areas. Backsplashes shall be integral to the top. 3/4" plywood undedayment with holes cut for sinks, etc. shall be provided. This price shall constitute full compensation for furnishing all labor, materisls, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-7 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED I UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID AIL4 ,u0~,,.~.~_~%.)4. [-~,,O~,~,r,4'"'" Al.tema, tiveAcousflcMaterlai-Pyrock Increase of ~ If-..~[~'~ Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square feet as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and :leeotbed in this specification. ~tent: The Ccotractcr shall remove the acoustic coating in the base contract and replace it with F~ock, thc. Acaustement 40, 1" thick, white. I'his will entail an alternate subebate approved by the manufacturer (cement board). This price shall constitute full compensation for furnishing ill labor, materials, ~ols and equipment necessary to safisfacfon'ty complete the work as dasoribed and described in this specification. .' AIL $ Screened Subangular Stone Pavement I ~' :::Z,~'") / . rsa e of Dollars Cents Method of Me~ursment: The quantity to be paid for under this item shall be the square feet finished surface area for screened subangular stone pavement areas as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Subengular Stone pavement areas shall be paid for at the cool, act unit price per square foo~ bid as called for in the proposal form. Including layout, subgrade preparation, flter fabric installation, subangular stone (as specified), edging, dean-up and protection of work. Intent: The Contractor shall install the proposed subangular stone pavement areas to the grades, lines and limits as shown on the Construc~on Drawings. Alt. 6 Framed gables LS Increase of /LS Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be the lump sum cost for replacing masonry gables with standard ~'arned gables as measured Jn place and accepted in accordance with the specifications and drawings. ~lethod of Payment: The quantity of accepted framed gables shall be paid as % of work completed as calJed [or in the proposal form. ~,ddiitonal design work required for the framed gable option will be charged by the design team as a reimbumible expense to the Town of ~outhold. Framed gable drawings and details will be provided pdor to awarding the bid to insure accurate pdcing. Intent: The Contractor shall install the proposed framed gable ends rather than masonry gables as shown on odginal Construction Drawings. The framed gables to inolude R19 insulation, double sills, inside sheathing of hardi backer board in kennels. 5/8" FRGWB other locations. )aint or acoustic treatment, exterior sheathing of 1/2" plywood, vapor barrier, fiber cement board with I x 2 cedar battens 2' O.C. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-8 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Wdtten in Words) QUANTITY BID Alt. 7 Standard 12'" Block Construction with 1 SF Polymaster Injected insulation for /SF Dollars Cents ~lethod of Measurement: Per Square Foot. Price to include site preparat~n, materials, shipping and installation of all items to indust~ ~tandards. Method of Payment: To be paid a percentage of work completed. This price shall constitute full compensation for providing all coordination, labor, matadaJs,tools, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and desc~bed in this spec:,fisation. Intent: The Contractor shell provide all materials and labor to install an 12' block with Polymaster injected insulation fill. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-9 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCi~IPTION OF ITEM ESTIMATED UNIT UNIT PRICE EX'TENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID for ~'~"Z/( 0 0 /SF Dollars Cents lilethod of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for crushed bluestone ~alk~ays as measured in place and accepted in accordance with the specifications and drawings. tllethed of PaYment: The quantity of accepted Crushed Bluestone Walk'way shall be paid for at the contract unit price per square foot bid as ~lled for in the proposal f~rm. Including layout, subgrade preparation, filter fabric installation, crushed bluestone (as specified), edging, dean.up and pmtacfion of work. Intent: The Contract. or shall install the proposed c~Jshed bluestone walkway to the grades, lines and limits as shown on the Consl~uction Drawings. Option 2 ~,. ~ Pergola ,.-r.-. LS ~/,._.~ Dollars Cents Method of Measurement,' The quantity'to be paid for under this item shall be a lump sum as measured in place and accepted in aco=cdsnea with the apadflcatfons and drawings. Method of PaYmant: The method of payment will be % of work completed. Intent: The Contractor shall provide the pergola detailed on A 801. Option 3 ~,. ~ Delete Epoxy flooflng LS Dollars Cents t~lothed of Massurament: The quantity to be paid for under this item shall be per square foot, repreeenfing either an increase er decrease In ~e base bid amounL ~ethod of PaYment: The method of payment will be % of work completed. Ilntent: The Conf~actor shall provide all matarJals and labor to install an epoxy floor and wall coating as referenced in the contract documents. Option 4 Delete Clear Masonry Coating LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square foot, raprasenting a decrease in the base bid amount. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide all materials and labor to install a c!ear coating on masonry, both inside and outside. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-10 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written In Words) QUANTITY BID ~ ..... --: c.' increase the length of the kennel Option 5 wing by units of 4' in depth by full width of the 4'LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per unit of 4' by full width of kennel wing (rooms 16, 17). Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for famishing all abor, materials, tocis and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this ~pedficeiton. nteet: The Contractor shall provide all materials and labor to install a the full architectural details inherent in the cost of extending or reducing Ithe size of the kennel wing. Option 6. ~ Cat Box Furniture LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide the sat boxes detailed on A8.2. Option 7 Signs (A1.4 Sign Schedule) LS Dollars Cents Method of Messursment: The quantity to be paid for under this item shall be a lump sum as measured in Place and accepted in accordance with the specifications and drawings. M~hod of Payment: T'ne method of payment will be % of werk completed. Intent: The Contractor shall provide signs as identified in sign schedules on A1,4 Option 8 Remove Classroom 12 ~1~ Dollars Cents Vlethod of Measurement: The quantity to be paid for under this item shall be per sf of Classroom 12 removal to include the elimination of loots #4, #5, and #24 and window #11. Window #10 will be moved to end of C2. All MEP will be removed and gable will be maintained on new Jwell elevation. Method of PaYment: The method of payment will be % of work completed. This price shall constitute full compensatidn for furnishing all labor, matodals, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in thia specifJca§on. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-11 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for:. Town of Southold I'i'EM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Option 9 Add/Delete windows or skylights SF Increase/Decrease of /SF Dollars Cents ~'~--O~. t ~ ~-, o Method of Measurement: The quantity to be paid for under this item shall be the square foot cost attributed to windows and skylights as leasured in place and accepted in accordance with the specifications and drawings. Cost to include the replacement of the window wial full ~all or roof construction and finishes. Windows may be identified separately by type and size, ~lethod of Payment: The quantity of windows and skylights completed or deleted as called for in the proposal form. ntent: The Contractor shall provide pridng for windows on a square foot basis or by individual units spedflcally identified by size and type. CONTRACT 'A' - GENERAL PF-12 TOWN OF ~tJTHOLD ANIMAL SHELTLe~rCONSTRUCTION Itsmized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM '~.O. (Fill in Unit Price Written in Words) General Conditions and Mobilizations for ILS BID NO. CONTRACT 'B' - HVAC ESTIMATED I UNIT I UNIT PRICE EXTENDED BID AMOUNT QUANTITY I I BID Dollars Cents i Method of Me&~.remeet: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Condition,s of the Contract and demobilize from the construction site upon successful completion of the project. Method of Pa ment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b, Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acCeptance of the project. IIl~nt: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. Dollars Cents Method of ~;--~[-n~e~; The quantity to be paid for under this item shall be lump sum for the Heating & Cooling System installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Heating & Cooling System shall be measured and paid for at the contract unit pdce per lump sum bid as celled for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to isfactodly cempleta the work as shown on the contract drawings and described in this eciflcation nclud n the air han ~ . sp . g diets AH ~ndenser umts (CU). unit heaters, all ductwork to and from umta, boilers, beating hot water supply and return lines, refrigerant hn(:s, ~pmg, connections, setting, testing, balancing, and controls. Intent: The Contractor shall furnish and install the heating and cooling systems complete as specified and shown on the drawings. TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items # t & #2 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'B' - H.V.A.C. PF-t TOWN OF~)UTHOLD BID NO. ANIMAL SHELTER' CONSTRUCTION CONTRACT 'C' - PLUMBING Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED I UNIT I UNIT PRICE EXTENDED BID AMOUNT '[ NO. IFill in Unit Price Written in W~rd~T QUANTITY I I BID 1 General Conditions and Mobilizations 1 LS JMethod of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, Ibonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Drvision 01000 of the specification and construction operations, 2forDollarsBUilding Plumbingcents ILS 1 Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Plumbing installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Building Plumbing shall be measured and paid for at the contract unit price per lump sum bid as celled for lin the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to ~atisfactorily completa the work as shown on the contract drawings and described in this spacification~ Including supply lines, waterline Jinsulation, waste lines, connection to septic liqe, all proposed plumbing fixtures, vent piping, inspections, Water heater, feed to boilera, mixing Ivalves and hose bibs. Ilnten~: The Contractor shall furnish and install the Building Plumbing as specified and shown on the drawings. 3 Proposed 8" Water(includesServiCeHydrant) & Site ReStoration I 1 LF for /LFI Dollars Cents Method of Measurement: The quantity to be paid for under this item shall pa linear foot unit price for the Proposed Water Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Water Service shall be measured and paid for at the contract unit pdce per linear foot bid as =ailed for in the proposal form, This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary tc satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, hydrant installation, valves, testing, inspection and disinfecting. All fees to SCWA shall pa paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Water Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of the SCWA and SCDHS. CONTINUED ON NEXT PAGE CONTRACT 'C' - PLUMBING PF-I TOWN OFI~UTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ~ No. (Fill in Unit Price Written in Whrd_~ 4 Proposed RPZ Device & Water Meter Vault (includes 6" by-pass line) for ILS Dollars Cents ESTIMATEDQuANTiTY ' UNIT UNITRiDPRICE '1 LS BID NO. CONTRACT 'C' - PLUMBING EXTENDED BID AMOUN' Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Proposed RPZ Device & SCWA specified Water Meter Vault instal[ed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Proposed RPZ Device shall be measured and paid for at the contract unit price per lump sum bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary t,~ satisfactorily complete the work as shown on the contract drawings and described in this speciflcetJon. Including earthwork, pipe connections, §" by-pass pipe, RPZ enclceura/vault, RPZ device, water meter vault, hardware, insulation, testing and inspections. The electric cimuit and heat tracing shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 6" Electric to RPZ Device". SCWA shall instal the water meter. Intent: The Contractor shall furnish and install a fully approved, tested and operational RPZ Device & water meter vault as specified, shown or the drawings and to the approval of the SCWA and SCDHS. ~lethod of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Fire and accepted in accordance with the specifications and drawings. Suppression System installed ~lethod of Pavment: The accepted Suilding Fire Suppression System shall be measured and paid for at the contract unit price per lump sum ~id as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including connection to the building water suppiy line, valves, controls, inspections, testing, approvals, piping, heads and complete integration with the fire alarm system. The building tiro alarm system shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 5. ntent: The Contractor shall furnish and install a full approved, tested and operational Building Fire Suppression System as specified, shown on the drawings and to the approval of the Town Fire Marshall. I I 6 Proposed Gas Service & Site Restoration I 1 LF I for /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be linear foot unit price for the Proposed Gas Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Gas Service shall be paid for at the contract unit price per linear foot bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, valves, testing and inspection. All fees to Keyspan shall be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. intent: The Contractor shall furnish and install the Proposed Gas Service complete from Route 25 (Main Road) to the Suilding as specified, shown on the drawings and to the approval of Keyspan and the Project Engineer. CONTINUED ON NEXT PAGE CONTRACT 'C' - PLUMBING PF-2 TOWN OF~UTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'C' - PLUMBING' Itemized Proposal for: Town of Southold N~. (Fill in Unit Prlca WHttan in WnrdRI QUANTITY RID TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items # 1- # 6 NOTE: The Town of Southold reserves the dght to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'C' - PLUMBING PF-3 TOWN OF SO.HOLD BID NO. ANIMAL SHELTERC'ONSTRUCTION CONTRACT 'D' - ELECTRICAL Itemized Proposal for: Town of Southold t ' ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT · NO. (Fill in Unit Price Written in Words) - QUANTITY BID I General Conditions and Mobilizations t LS for ILS Dollars Cents Method of Measurement: The amount bid shell include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment~ and incidentels necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Pa ment: Payment for this item will be made in three (3) payments; a. Fif~ Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second pertia; payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. ntent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2 Temporary Electric Service 1 LS for ILS Dollars Cents Meth(,d of Meaeurament: The quantity to be paid for under this item shall be a lump sum for the Temporary Electric Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Temporary Electric Service shall be paid for at the contract unit pdce per lump sum bid as called for in the 3roposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily :om?lete the work as shown on the contract drawings and described n this specification. Including connections to existing animal shelter service, 100 amp temporary service, frame, minimum of (4) four 20 amp circuits into the building for contractors use, removal of temporary ~ervice when required and maintenance of system during construction. Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon removal of the temporary service. Intent: The Contractor shall furnish and maintain temporary 200 amp electric service for use by all trades dudng construction. The service shall be operational within 30 days from the full execution of Contract 'D'. 3 Building Electric & Communications 1 LS for ILS Dollars Cents ~lethod of Meaeurement: The quantity to be paid for under this item shall be lump sum for the Building Electdc & Communications installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Electric & Communications shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form, This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including circuits, connectioh to proposed equipment and mechanicals, phone line homeruns, computer line homeruns, lighting, and controls. Intent: The Contractor shall furnish a compteta and approved Building Electric & Communications system as specified and shown on the drawings with Electrical Underwriters approvak CONTINUED ON NEXT PAGE CONTRACT 'D' - ELECTRICAL PF-1 TOWN OF S(~HOLD ANIMAL SHELTER'CONSTRUCTION Itemized Proposal for: Town of Southold IITEM I DESCRIPTION OF ITEM NO. (Fill in Unit Price Written in Words) I 4 Building Telephone & Cable Service (outside building} forILS Dollars Cents BID NO. CONTRACT 'D' - ELECTRICAL' I I UNIT I UNIT PRICE I EXTENDED B DAMOUNTI QUANTITY BID 1 LS I Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Telephone & Cable Service installed and accepted in accordance with the specifications and drawings. Method of Pavmsnt: The accepted Building Telephone & Cable Service shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, backfill, site restoration, cutting and patching of foundation wall, panels, end user fees (by Town), and connections. Intent: The Conbactor shall furnish a complete and approved Building Telephone & Cable Service from Route 25 (Main Road) fo the propose( animal shelter building as specified and shown on the drawings. Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Fire Alarm System installed and accepted in accordance with the specifications and drawings. ~lethod of Payment: The accepted Building Fire Alarm System shall be measured and paid for at the contract unit price per lump sum bid as :ailed for in the proposal form. This price shall constitute full compensation for fumishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification, including devices, connection to fire ~uppression system, testing, inspe~on, and approvals. Ilntent: The Contractor shall furnish a complete and approved Building Fire Alarm System system as specified and shown on the drawings with Electhcal Underwriters approval and the Town Fire Marshall. Electric to RPZ Device for ILS Dollars Cents ~lethod of Meaeurement: The quantity to be paid for under this item shall be lump sum for the Electrical Contractor to install a dedicated circuit from the new animal shelter building to the proposed RPZ device heater (located within the RPZ vault) installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted electric service connection to the RPZ Vault shall be paid for at the contract unit price per lump sum bid a~ called for in the proposal form. All costs associated with electric conduit runs, trenching, backfill, restoration, wires, splice boxes, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. Intent: The Contractor shall furnish and install an electric service connection to the heater located in the proposed RPZ vault as specified and shown on the drawings with Electrical Underwriters approval. TOTAL Dollam Cents WRITTEN IN WORDS Total all Pay Items #1- #6 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after ~ward of the bid. CONTRACT 'D' - ELECTRICAL PF-2 S~CTION 00300 - PROPOSAL PACKAGE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the ~ _r~__day of k~ in the year 2007 before me, the undersigned, personally appeared, John A. Robb±ns, Jr. , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. ~k. La~_~- ' ~~. NOTARY PUBLIC q 00300 Proposal Package 9 of 14 Town of $outhold The signatory of this questionnaire certifies under oath the truth and correctaess of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: John A. Robbins, Jr. FHIMNAME: Robbins & Cowan, Inc. A Corporation XX A Partnership or Entity An Individual PRINCIPAL OFFICE: 179 New York Avenue Huntington, NY 11743 PRINCIPAL OFFICERS: ~TLE President Secretary/ Treasurer NAME ADDRESS John::A. Robbins. Jr. Owner Richard T. Robbins Owner BACKGROUND PROFESSION/TRADE 1. How many years has your organization been in business under its present business name? 42 2. You normally perfonn what percent ofthe work with your own forces? __ List trades that you organization normally performs below: Demolition and Carpentry 8 3. Have you ever failed to complete any work awarded to you? NO . If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. NO 00310 Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. NO 6. List the major construction projects your organization has underway at this date: Project Name Motor Gen. Test Lab. Levittown Renovation Renovation Springs Youth Building Name o~ En~neeff Owner Archimct ConWact Pemem Scheduled Tel~hone # Tel~hone # Amount Complete Completion Northrop/ Highland 1,711,640. 95% 05/30/07 Grumman Associates Astoria Federal Gensler 1,170,166. 86% 04/30/07 Architects Estee Owner 826,390. 60% 04/30/07 Lauder 228 Ave,B Russell Assoc. Jordan AIA 779,000 0% 10/30/07 Town of 368,000 0% 12/15/07 East Hampton 7. List five major pr~ects you organiz~ion has completed in the past five years: Name o~ Engheeff Wo~ Done ~oject Owner Archimct Contract D~e of Wi~ Own Forces Name Telephone # Telephon~ Amount Completion % of Wo~ Transfer Station $3,140,491. 11/06 Town of Southold Terry King Hockey Rink Town of East Hampton 1,147,438. 08/05 Northrop Grumman Corp. 482,197 06/04 340,000 08/03 Levittown Bank Branch Astorial Federal Savings Keyspan Corporate Services 700,000. 07/02 00310 List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Capacity John A. Robbins,Jr. 14 27 Owner Owner Richard T. Robbins 12 22 Owner Owner Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? Yes 10. Bank References: First National Bank of Long Island 11. Trade Association Membership: None 12. Has your finn ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What Was the outcome of the investigation? NO 00310 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. Statement will be provided upon request. STATE OF NEW YORK COUNTY OF SUFFOLK 3 t~'L~ 'J~0~4 ~:~ (~ .... being duly sworn deposes and says that he is the ~°h~a~p,..~t~ ' of ~[~t~lJ~.~%~ O4~,Js-~x~e-~ contractor and that answers e foregoing questions and all statements therein contained are true and correct. S om t/b before me Iris ~ c'ayof,0~'~2007 Notary Public t~4-~'~c,- /~"~-~q--- Commission Expiration Date: MELANIE L $TAUDINGER Notary Public, Statp_.of_.N. ew ~ NO. 01ST48r~tolu Qua[ified in Suffolk County vA Commission Expires November ;~, 20J~ 00310 ECTION 00300 - PROPOSAL PACKAGE VENDOR NAME: Stalco Construction Inc, VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. × PARTNERSHIP FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: 1 9 9 2 IF APPLICABLE: DATE FILED: STATE FILED: New York If a non-publicly owned Corporation: CORPORATION NAME: Stalco Construction Inc. LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) Alan Nahmias 50% X~vin 14~ rn~y 50% L~ST OFFICERS AND DIRECTORS~ NAME Alan Nahmias TITLE President Secretary INDIVIDUAL If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: 00300 Proposal Package 3 of 14 ~I~CTION 00300 - PROPOSAL PACK~E ~' Town of Southold New Town of Southold Animal Shelter BID OPENS: March 22, 2007 REMINDER NOTE!!!: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!I! Thank you! 00300 Proposal Package 1 of 14 SECTION 00300 - PROPOSAL PACKAGE BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. [] [] [] [] [] Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. 00300 Proposal Package 2 of 14 ~CTION 00300 - PROPOSAL PACKAGE MAIL BID TO: VENDOR NAME: ADDRESS RECORD FORM Stalco Construction Inc. ADDRESS: 44 W Jefryn Blvd Unit N Deer Park, NY 11729 CONTACT: Kevin Harney TELEPHONE: 631-254-6767 E-MAIL: ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: FAX: 631 -254-801 5 TELEPHONE: CONTACT: ONLY if different - MAI1, PAYMENT TO: ADDRESS: E-MAIL: TELEPHONE: CONTACT: FAX: E-MAIL: 00300 Proposal Package 4 of 14 SECTION 00300 - PROPOSAL PACKAGE VENDOR NAME: Stalco Construction Inc. ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the parmers or other person authorized by a writing signed by at least one general parmer and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. A~UTH~O~ZED SIGNATURE 00300 Proposal Package 5 of 14 ~TION 00300 - PROPOSAL PACK~E AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the £mal decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my from. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to sohcit, cause or induce any fn-m or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any fn-m or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my fn'm with responsibilities relating to the preparation, approval or submission of my fm-n's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties ofperjuw, affirms the truth thereof. Si~osition Kevin Harney, Secretary Type Name & Company Position Stalco Construction, Inc. Company Name 3/21/07 Date Signed 11-3149290 Federal I.D. Number SWORN TO BEFORE ME THIS NOTARY: 21 DAY OF March NOTARY P U B-'~/C' v CAROL DONATO NotaryPu~,~; ~' : - !~ewYork CAROL '"Y Notary.Public, State ~J~}~ ~ *0 No. 01DO6037928 Qualified in Suffolk County ~,% Commission Expires Feb. 28, 20 ~ ,20 0~7 00300 Proposal Package 6 of 14 SECTION 00300 - PROPOSAL PACKAGE PROPOSAL FORM TOWN OF SOUTHOLD ANIMAL SHELTER VENDOR NAME: Stalco Construction, Inc. VENDOR ADDRESS: 44 W Jefryn Blvd Unit N Deer Park, NY 11729 TELEPHONE NUMBER: 631 - 254- 6767 FAX: 631-254-801 5 The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a parmership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. 1 Dated 3/12/07 2 dated 3/19/07 3 3/21/07 4 3/27/07 00300 Proposal Package 7 of 14 ~CTION 00300 - PROPOSAL PACK~E Project Requirements/Bidding Guidelines New York law dictates that bidding by contractors for public projects exceeding a total cost of $50,000 requires a multiple prime contracts as described by Wick's Law. Lump sum pricing will be provided by discipline specific contractors in accordance with MEP and civil engineering scopes described below as 'separate "contracts". The Town of Southold will be responsible for assembling individual contracts with contractors to whom the project has been awarded. The lump sum price bids under ALL Payment Items shall include supervision and management, on- going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements, and shall comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. NOTE: THE TOWN OF SOUTHOLD RESERVES THE RIGHT TO INCREASE, DECREASE, OR ELIMINATE IN ITS ENTIRETY ANY OR ALL ITEMS PRIOR TO OR AFTER AWARD OF THE BID. 00300 Proposal Package 8 of 14 SECTION 00300 - PROPOSAL PACKAGE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the - ? 1 day of Iqarch in the year 2007 before me, the undersigned, personally appeared, I<ev±n liarney ., personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instmment and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instmment, the individual(s), or the person upon behalf of which the individual(s) acted, executed the insmanent. NOTARY P~LIBLIC CAROL DONATO Notary Public, State of New York No. 01 DO6037928 Qualified in Suffolk County Commission Expires Feb. 28, 20 ~ 00300 Proposal Package 9 of 14 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 Gej~eral Conditions and Mobilizations 1 LS S~venty Three Thousand Fh~e Hundred Eighteen /IS $7~5,73~'~ $73,318.00 Dollars Cents Method of Measurement: The amount bid shall include supervision and management, on-going project-ralated expenses, insurances, ~3onding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c,. Twenty Five Percent (25%) upon successful completion and acceptance of the project. ntent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2A Site Demolition -Area "A" I LS T~elve Thousan( for ILS ~; 32,0.00 $';12 ,000.00 Dollars Cents Method of ~,~,,,,~urement: The quantity to be paid for under this item shall be lump sum for the Site Demolition (including Ctaadng/Grabbing and Removals) within Area "A" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall be measured and paid for at the contract unit price per lump sum bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary ts satisfactorily complete the work as shown on the contract drawings and described in this specification. Indudthg ceding/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brash, mot mat, saw cutting, pavements, all items in conflict with proposed construction in Area "A" (as defined by the Contract Drawings), debds removal fi.ora site, clean-up, construction layout and sawcutting. Int enl'~he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "A" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and )edestrians during the entire length of construction. 28 Site Demolition. Area "B" '1 LS # fo~O~rteen Thousand Dol'l,~.~-s $14,000 $14,000.00 Dollars Cents Method of Measurement: The quantily to be paid for under this item shall be lump sum for the Site Demolition (including Clearing/Grubbing and Removals) within Area "B" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grabbing and Removals) shall be measured and paid for al lhe contract unit price per lump sum bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw :utting, pavements, all items in conflict with proposed construction in Area "B" (as defined by the Contract Drawings), debris removal from site :lean-up, construction tayout and sawcutting. Inten~he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "B" as shown on the Construction Drawings whita maintaining contralled access to the site with maintenance and protection of traffic and 3edestrians during the entire length of construction. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-I TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 3 Site Preparation, Unclassified I LS Excavation and Embankment forFifty Three Thousand D~l~rs $53,000 $53,000.00 Dollars Cents Method of Measurement: The quantity to be paid for under this item shalt be lump sum for the Site Preparation, Unclassified Excavation & =_mbankment measored in place and accepted in accordance with the specifications and drawings. ~lethod of Payment: The quantity of accepted Site Preparation, Unclassified Excavation & Embankment shall be measured and paid for at [he contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including Licensed Land Surveying, layout, rough grading, site cot-to-fill, clean soils, tmnspartatlon, spoils removal, compaction and meeting the proposed grades. Intent: The Contractor shall perform all necessary earthwork and grading of the existing site in order to meet all proposed grades as shown or ~he drawings. 4 Site Dralnage~ Structures, Piping and I LS Fr~3mes/Car, ates Twenty ~lX '£nousand forTwo Hundred Dollars /LS $26,200 $26,200.00 Dollars Cents Method o[ Measurement: The quantity to be paid for under this item shall be lump sum for the Site Drainage Systems (structures, pipe and gratss/frames) measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Site Drainage Systems (structures, pipe and grates/frames) shall be measured and paid for at the contract price par lump sum bid as called for in the proposal form. All costs associated with layout, earthwork, excavation, bac,kfilling, compaction, connections, parging including earthwork, piping, connection to building piping and clean-up shall be indaded in the lump sum cost for under this payment item. Intent: The Contractor shall install the Proposed Drainage System to the lines, level and grades as shown and detailed on the Construction Drawings, 5 Concrete Curb 480 LF Nine Thousand forOne Hundred Twenty Do~L~aI $ 19 39,120.00 Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the number of lineal feet of Concrete Curb measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete curb shall be measured and paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, matsrials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork and rough grading. Intent: The Contractor shall install the proposed concrete curb to the grade and limits as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-2 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 6 Reinforced Concrete Sidewalk 3,700 SF Seventeen Thousand $4.60 $17,020.00 for Twenty Dm] ]~r~ /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 4" thick reinforced concrete sidewalk measured in ptaca and accepted in accordance with the spedfications and drawings. Method of Pavmeet: The quantity of accepted concrete sidewalk shall be measured and paid for at the contract unit price per square foot bid as caltad for in the proposal form. This price shall constitute full compensation for fumishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, subgrade prepamfion, earthwork, reinforcement (6x6 wire mesh), edging, broom finish, the installation of tactile panels, dean. up and ~rotaction of work. Intent: The Contractor shall install the 4" thick reinforced concrete sidewalk to the limits shown on the Construction Drawings. 7 6" Reinforced Concrete Slab 700 SF Three Thousand $5.35 $3,745.00 for Seven Hundred Forty J~EVE Dollam Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" reinforced concrete slabs measured In place and accepted in accordance with the specifications and drawings. Method of Pavmeet: The quantity of accepted 6" thick reinforced concrete slabs shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for tumishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layoot, subgrade preparation, earthwork, formwork, edging, specified finish, steel reinforcement (as specified), dean-up and protection of work. Intent: The Contractor shall install the proposed concrete slabs to the limits shown on the Construction Drawings. 8 6" Recycled Concrete Aggregate 13,000 SF Subbase Material (Type I NYSDOT) Seven Thousand Two Hund3~ed for Rwentv Tw~ D~]]~ /~ $.55 $7,222.00 Dollam Cents ~lethod of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" recycled concrete ~ggregata subbase material measured in place and accepted in accordance with the specifications and drawings. Vlethod of Payment: The quantity of accepted 6" recycled concrete aggregate subbase material (Type 1 NYSDOT) shall be paid for at the :ontract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, 'naterials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including survey layout, subgrade preparation, placement, compaction, finegrading, clean-up and protection of work. Intent: The Contractor shall install the 6" recycled concrete aggregate subbase ~ayer to the limits shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-3 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT °A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EX'I'ENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Proposed Sanitary Systems I LS Thirty Nine Thousand $39,084 $39,084.00 for Eighty Four Dollars /[S Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum or the Proposed Sanitary Systems measured in ~lace and accepted in accordance with the specifications and drawings. Basis of Payment: The Proposed. Sanitary System (outside building) shall be paid for at the contract lump sum unit price bid as called for in the proposal form. This price shall consfitufa full compensafion for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including piping, connections, inspections, controlled backfill and installation of all specified structures (tanks, leaching rings, hair-trap) associated with the two (2) systems. The installation of all Interior drains and piping shall be paid for under Contract "C", Item No. 2 "Building Plumbing". Intent: The Contractor shall install the proposed sanitary systems (outside building) complete to SCDHS Standards and shown on the Construction Drawings. tO 4" Topsoil Layer 34,000 SF Fourteen Thousand forTwo Hundred Eiohtv /SF $.42 $14,280.00 Dollars Cents Method o[ Measurement: The quantity to be paid for under this item shall be for each square foot of area where topsoil is proposed in accordance with the specifications and drawings. Method of PaYment: The quantity of accepted 4" thick topsoil layer area shall be paid for at the contract unit price per square foot as called for in the proposal form. This price shall constitute fall compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including furnishing of topsoil, laboratory testing of soil, recommended ammendments to soil, finegrad[ng, layout, clean-up and protection of work. Intent: The Contractor shall install the 4" proposed topsoil layer in the specified area as shown on the Construction Drawings. 11 6" Concrete Filled Bollards 8 EA Five Thousand for Five Hundred Twenty /SA $690 $5,520.00 Dotlars Cents Vlethod of Measurement: The quantity to be paid for under this item shall be for each concrete-filled steel bollard installed and accepted in accordance with the specifications and drawings. ~ethod of Payment: The quantity of accepted concrete-filled steel bollards shall be paid for at the contract unit price for each complete nstallation as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and ~quipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including ayout, earthwork, concrete, steel bolfard, painting, refectorized tape, clean-up and protection of work Intent: The Contractor shall insfall the proposed concrete-filfad steel pipe bollards to the grades, [ines and elevations as shown on the 3onstrucfion Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-4 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 12 Proposed 3' High White Vinyl Picket Fence 200 LF Seven Thousand Nine Hundre( $39.50 $7,900.00 for /LF Dollars Cents Method of Measurement: The quantity fa be paid for under this item shatl be the number of lineal feet of 3' high whita vinyl picket fencing installed as m~asured and accepted in accordance with the spedfications and drawings. Basis of Payment: The quantity of accepted 3' high white vinyl picket fencing shall be paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for tumishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, layout, fence materials (posts and fence sections), footings, hardware, gates, cleanup and protection of work. Intent: The Contractor shall install the proposed 3' high white vinyl picket fencing as required by the specifications and as shown on the Construction Drawings. 13 Animal Shelter Building Construction I LS One Million Five Hundred ,531,409 $1,531,409.00 for q~hir~v On~ q~hnrrsand /LS Four }[u~X~ed Nine Cents Method o! Measurement: The quantity to be paid for under this item shall be lump sum for the building consffuction, including foundalion, slabs, wall and roof construction, doors, windows, ceilings, cabinetry, finishes, equipment and other items not listed as separate line items accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted work shall be measured and paid for at the contract as a percentage of work completed per subcategory Item. This price shall constitute full compensation for furnishing all isbor, materials, tools and equipment necessary to satistactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall perform all necessary work in compliance with the drawings and specifications. 14 Animal Shelter Kennel Units t LS Thirty Nine Thousand for /LS 39,000 $39,000.00 Dollars Cents ~ethod of Measurement: The quantity to be paid for under this item shall be lump sum for the coordination, preparation, manufacture and nstallation of kennel caging, identified as items I and 2 under the furniture fixture schedule. ~lethod of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This price shall constitute full ;ompensatlon for furnishing all ceordination, labor, materials, manufacture, shipping costs, tools and equipment necessary to satisfactorily :ompleta the work as shown on the contract drawings and described in this specification. ntent: The Contractor shall provide all materials and labor to install indoor and outdoor kennel runs provided as part of the building. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-5 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 15 Animal Shelter Animal Equipment and I LS Furnishings One Hundred Ten Thousand 10,000 $110,000.00 for /LS Dollars Cents %lethod of Measurement: The quantity to be paid for under this item shall be individual prices for items as listed on the 3abinetr¥/Fumishing/misc. Fixtures schedule on A1.4, with the lump sum being listed here and a breakdown by Schedule item number ttached. Price to include site preparation, manufacture, shipping and instsllation of all items in full working order. ~ethod o[ Payment: To be paid 50 Ye upon delivery to the site, 50 Ye upon satisfactory fult installation. This price shall constitute full :ompensation for providing all coordination, labor, materials, manufacture, shipping costs, tools, misc. parts and equipment necessary to ~afisfactorily complefa the work as shown on the contract drawings and described in this specification. ntent: The Contractor shall provide all materials and labor to install animal related equipment and furnishings. 16 Epoxy Floor/wall coating I LS One Hundred Thirty Two for Thousand /LS 32,000 $132,000.00 Dollars Cents %,lethod o[ Measurement: Per Square Foot. Price to include site preparation, materials, shipping and installation of all items to industi'y standards. Vlethod o[ Payment: To be paid a percentage of work completed. This pdce shati constitute full compensation for providing all coordination, abor, materials,tools, and equipment necessary to satisfactoriry complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install an epoxy floor and wati coating as referenced in the cont~ract documents. Two Million Ninety Four Thousand TOTAL Eiqht Hundred Eiqhteen Dollars Dollars Cents $ 2,0 9 4,8 1 8.0 0 WRITTEN IN WORDS Total Pay Items #~1 -#16 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. I CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-6 TOWN OF SOUTHOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold I ITEM I DESCRIPTION OF ITEM NO. I (Fill in Unit Price Written in Words) ;ONTRACT 'A' - BID ALTERNATES Alt. 1 Walkway Pavers Sixty Nine Thousand for On~ ~,~n~r~ ~Yty T~,?/JSF Oollam Cents ESTIMATED UNIT QUANT TY 4300 LS UNIT PRICE I EX'rENDED BID AMOUNT I BID $16.00 $69,162.00 ethed of Measurement: The quantity to be paid for under this item shall be the square feet finished surfaco area for Walkway Pavers easured in place and accepted in accordance with the specifications and drawings. ethod o[ Payment: The quantity of accepted Walkway Pavem shall be measured and paid for at the contract unit pice per square foot bid as called for in the proposal form. This price shall constifute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, steel edging, dean-up and protection of work. Intent: The Contractor shall install the proposed walkway pavers to the limits shown on the Construction Drawings. I Alt. 2 Asphalt Shingle Roof Nine Five Thousand Fi~e I 95,553 $95,553.00 Redu~ionfor Hundred Fifty Dollars Cents Method o[ Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. Method o! Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall remove the metal roofing from the job and replace it with 110 mplV40 year minimum warranty asphalt shingles with undedayment and ice shield, installed as per manufacturer's directions. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. I Alt. 3 Stainless steel countertops LS I Increase for Sixteen Thousand/LS 16,000 I $16,000.00 . Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. o Method of Payment: The method of payment will be Ye of work completed. This price shall constitute fult compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall remove the laminate countertops f~om cabinetry located in all animal rooms and animal care service areas. Backsp[sshes shall be integral to the top, 3/4" plywood underlayment with holes cut for sinks, etc. shall be provided. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification, CONTINUED ON NEXTPAGE CONTRACT 'A' - GENERAL PF-7 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town et Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Alt. 4 Alternative Acoustic Material - Pyrock LS Twelve Thousand 12,000 $12,000.00 Increase of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square feet as measured from the drawings and accepted n accordance with the specifications and drawings. Method of Payment: The method of payment wil~ be % of work completed, This price shall constitute full compensation for furnishing all abor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and lescribed in this specification. ntent: The Contractor shall remove the acoustic coating in the base contract and replace it with Pyrock, inc. Acoustament 40, 1" thick, white. this will entail an alternate substrate approved by the manufacturer (cement board). This price shall constitute fu~l compensation for fumishin~ all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. Alt. 5 Screened Subangular Stone Pavement LS Five Thousand Nine ~ncrease 0~{und red E~oh~v /SF 3,000 $.46 $5,980.00 Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for screened subangutar ~tone pavement areas as measured in place and accepted in accordance with the specifications and drawings. ~lethod of PaYment: The quantity of accepted Subangular Stone pavement areas shall be paid for at the contract unit price per square foot )id as called for in the propesal form. Including layout, subgrade preparation, ~ter fabric installation, subangular stone (as specified), edging, 'Jean-up and protection of work. ntent: The Contractor shall install the proposed subangu~ar stone pavement areas to the grades, lines and ~imita as shown on the .~onstruction Drawings. Alt. 6 Framed gables LS Increase of /LS No Char ge No Change Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be the lump sum cost for replacing masonry gables with standard Yamed gables as measured in place and accepted in accordance with the specifications and drawings. Vlethod of Payment: The quantity of accepted framed gables shall be paid as % of work completad as called for in the proposal form. ~,dditional design work required for the framed gable option will be charged by the design team as a reimbursible expense to the Town of .~outhold. Framed gable drawings and details will be provided prior to awarding the bid to insure accurate pricing. Intent: The Contractor shall install the proposed framed gable ends rather than masonry gables as shown on original Construction Drawings. The framed gables to include R19 insulation, double sills, inside sheathing of hardi backer board in kennels, 5/8" FRGWB other locations, 3alnt or acoustic treatment, exterior sheathing of 1/2" plywood, vapor barrier, fiber cement board with I x 2 cedar battens 2' O.C. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-8 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID Alt. 7 Standard 12" Block Construction with Polymaster Injected insulation '1 SF for Eight Thousand /SF $8000 $8,000.00 Dollars Cents ~lethod of Measurement: Per Square Foot. Price to include site preparation, materials, shipping and installation of all items to industry tandards. ~lethod o[ Payment: To be paid a pementage of work completed. This price shall constitute full compensation for providing all coordination, abor, materials,tools, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this ~peciflcation. ntent: The Contractor shall provide all materials and labor to install an 12" block with Polymastar injected insulation fill CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-9 TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold i~EM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Option 1 Crushed Bluestone Walkways LS ,~f0rOne Dollar Ten Cents /SF 1 sf $1.10 $1.10 Dollars Cents t,lethod of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for crushed bluestone ~,alkways as measured in place and accepted in accordance with the specifications and drawings. ~lethod of Payment: The quantity of accepted Crushed Blueatone Walkway shall be paid for at the contract unit price per square foot bid as :altad for in the proposal form. Including iayout, subgrade preparation, filter fabric installation, crushed bluestone (as specified), edging, :lean-up and protection of work. Intent: The Contractor shall install the proposed crushed bluestone walkway to the grades, lines and limits as shown on the Construction ;)rawings. Option 2 Pergola LS Sixteen Thousand for /LS 1 ea 16,000 $16,000.00 Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance vith the spedfications and drawings. Method of PaYment: The method of payment will be % of work oomptated. Intent: The Contractor shall provide the pergola detailed on A 801. Option 3 Add ol~let~Epoxy flooring ES Sixt~y T~o T.housand Six for Hunared For~¥ /SF 5,220 $12 $62,640.00 Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing either an increase or decrease in the base bid amount, Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating as referenced in the contract documents. Option 4 Delete Clear Masonry Coating LS Five Thousand for /SF LS LS $5,000.00 Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing a decrease in the base bid amount. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide all materiais and labor to install a clear coating on masonry, both inside and outside. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-10 TOWN OF~OUTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold BID NO. CONTRACT 'A' - GENERAL ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID Decrease or Increase the length of the kennel Option 5 wing by units of 4' in depth by full width of the 4'LF wing. Fourteen Thousand 14,000 $14,000.00 for / 4' If units Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per unit of 4' by full width of kennel wing (rooms 16, 17). Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specEIcation. Intent: The Contractor shall provide all materials and labor to install a the full architectural details inherent in the cost of extending or reducing ~he s~ze of the kennel wing. Option 6 Cat Box Furniture LS .T. wo .Thousand. Two for ~unared ,:lqnt¥ /LS 1 ea 2,280 $2,280.00 Dollars Cents Method of Measurement: The quantity to bo paid for under this item shall be a lump sum as measured in place and accepted in accordance #ith the spacitications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide the cat boxes de~ailed on A8.2. Option 7 Signs (A'I.4 Sign Schedule) LS Three Thousand Fifty for ILS 3,050 $3,050.00 Dollars Cents Method of Measurement: The quantity to bo paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will bo % of work completed. Intent: The Contractor shall provide signs as identified in sign schedules on A1.4 Option 8 Remove Classroom '12 SF Eleven Thousand Two Hund~ -:d 11 ,200 $11 ,200.00 for / SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per sf of Classroom 12 removal to include the elimination of :loom #4, ~5, and #24 and window #11. Window #10 wilt be moved to end of C2. All MEP will be ren~3ved and gable will be maintained on new ~vall elevation. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-I'I TOWN OF SOUTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID Add~lete~Jndows or skylights SF Option 9 Increase/Decr~ase"~ / o~ixty D°llarssF 60 $60.00 Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square foot cost attributed to windows and skylights as measured in place and accepted in accordance with the specifications and drawings. Cost to include the replacement of the window with full wall or roof construction and finishes. Windows may be identified separately by type and size. Method of Payment: The quantity of windows and skylights completed or deleted as called for in the proposal form. Intent: The Contractor shall provide pricing for windows on a square foot basis or by individual units specifically identified by size and type. CONTRACT 'A' - GENERAL PF-12 TOWN OFt~)UTHOLD ANIMAL SHEL'I~R CONSTRUCTION Itemized Proposal for: Town of Southold I ITEM DESCRIPTION OF ITEM i NO. (Fill in Unit Price Wriffen in Words) I 1 General Conditions and Mobilizations for /LS Dollars Cents ESTIMATEDQUANTITYUNIT UNIT BID PRICE 1 LS BID NO. CONTRACT 'B' - HVAC EXTENDED BID AMOUNT Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, abor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the ~eneral requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the ~ontract and demobilize from the construction site upon successful completion of the project. ¥1ethod of Pavment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. ntent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2 for HeatingDollars & Cooling SystemScents(COmplete)/LS 1 ¥1ethod of Measurement: The quantity to be paid for under this item shall be lump sum for the Heating & Cooling System installed and ;cceptad in accordance with the specifications and drawings. ¥1ethod of Pavmsnt: The accepted Heating & Cooling System shall be measured and paid for at the contract unit price per lump sum bid as !ailed for in the proposal form. This price shall constitute full compensation for furnishing alt labor, materials, tools and equipment necessary to ~atisfactorily completa the work as shown on the contract drawings and described in this specification. Including the air handlers (AH), condense Jnits (GU), unit heaters, all ductwork to and from units, boilers, heating hot water supply and return lines, ratrigerant lines, piping, connections, ~etting, testing, balancing, and controls. ntant: The Contractor shall furnish and install the heating and cooling systems complete as specified and shown on the drawings. TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items # 1 & #2 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or alter award of the bid. CONTRACT 'B' - H.V.A.C. PF-12 TOWN OF JTHOLD BID NO, ANIMAL SHELTER CONSTRUCTION CONTRACT 'C' - PLUMBING Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM i=aTiMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NQ. {Fill in Unif~ Price Written in Words~ QUANTITY BID 1 General Conditions and Mobilizations 1 LS for ILS Dollars Cents Method of Measurement: The amount bid shall include supervision and management, on-going project-relatad expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize fram the construction site upon successful completion of the project. tllethod of Pavment: Payment for this item will be made in three (3) payments; a. Fifty Pement (50%) upon complete mobilization to the site. b. Twenty Five Pement (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. ~ntent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2 Building Plumbing 1 LS for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Plumbing installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Building Plumbing shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including supply lines, waterline insulation, waste lines, connection to septic line, all proposed plumbing fixtures, vent piping, inspections, water heater, feed to boilers, mixing valves and hose bibs. Intent: The Contractor shall furnish and install the Building Plumbing as specified and shown on the drawings. 3 Proposed 8" Water Service & Site Restoration I LF (includes Hydrant) for /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be linear foot unit price for the Proposed Water Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Water Service shall be measured and paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary tc satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, hydrant installation, valves, testing, inspection and disinfecting. All fees to SCWA shall be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Water Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of the SCWA and SCDHS. CONTINUED ON NEXTPAGE CONTRACT °C' - PLUMBING PF-13 TO ,W.N OFJUTHOLD BID NO. ANIMAL ,~HELTB~'CONSTRUCTION CONTRACT 'C' - PLUMBING' Itemized Proposal for: Town of Southold ITEM DESCRIPTION OFITEM I ESTIMATED I UNIT I UNITPRICE EXTENDED BIDAMOUNT N0. f~:ill iP unit Price Written in WordslI QUANTITYI I BID TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items # 1- # 6 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'C' - PLUMBING PF-t 5 TOWN OF SO'tOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'D' - ELECTRICAL Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilizations 1 LS for ILS Dollars Cents IMethod of Measurement: The amount bid shall inctude supervision and management, on-going project-related expenses, insurances, :bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilizatioo to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize fi.om the construction site upon successful completioo of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partiat payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2 Temporary Electric Service 1 LS for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum for the Temporary Electric Service installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Temporary Electric Service shall be paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including connections to existing animal shelter service, 100 amp temporary service, frame, minimum of (4) four 20 amp circuits into the building for contractors use, removal of temporary service when required and maintenance of system during construction. Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon removal of the temporary service. Intent: The Contractor shall furnish and maintain temporary 200 amp electric service for use by all trades during construction. The service shall be operational within 30 days from the full execution of Contract 'D'. 3 Building Electric & Communications I LS for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Electric & Communications installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Electric & Communications shall be measured and paid for at the contract unit price per ~ump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing ail labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including circuits, connection to proposed equipment and mechanicals, phone line homeruns, computer line homeruns, lighting, and controls. Intent: The Contractor shall furnish a complete and approved Building Electric & Communications system as specified and shown on the drawings with Electrical Underwriters approval. CONTINUED ON NEXT PAGE CONTRACT 'D' - ELECTRICAL PF-16 Town of Southold The signatory of this questionnaire certifies under oath the [ruth and correctness of all statements and of all answers to/~rrog~atories hereinafter made. SUBMITTED BY: /"'/d~/ ? X A Corporation ~ ~' A Partnership or Entity FIRM NAME: Stalco Construction Inc. An Individual PRINCIPAL OFFICE: 44 W Jefryn Rlxr~; Unit N Deer Park, NY 11729 PRINCIPAL OFFICERS: TITLE NAME ADDRESS BACKGROUND PROFESSION/TRADE President Alan Nahmias Smithtown NY 20+ years Project Management Secretary Kevin Harney Center Moriches 20+ years NY Estimating 1. How manyyearsh~ yourorgan~afionbeeninbusinessnnderits~esembusinessname? 15 years 2. You normally perform what percent of the work with your own forces? List trades that you organization normally performs below: Supervision 15% 3. Have you ever failed to complete any work awarded to you? Ilo. If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. Ilo 00310 SECTION 00310 - BIDDER'S QUALIFICATION STATEMENT Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. No 6. List the major construction projects your organization has underway at this date: Name off Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion See attached sheet 7. List five major projects you organization has completed in the past five years: Name off Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work See attached sheet 00310 List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Individual's Name Present Type of Work Position Years of For Which In What Of Office Experience Responsible Capacity See attached sheet 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Con~'act Time? yes 10. Bank References: Suffolk County National Grand Blvd. Deer Park, NY Bank 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? No 00310 SECTION 00310 - BIDDER'S QUALIFICATION STATEMENT 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. To be provided upon award of contract STATE OF NEW YORK COUNTY OF SUFFOLK Kevin Harney being duly swom deposes and says that he is the Secret~ry of Stalco Construction Inosontractor and that answers to the foregoing questions and all statements therein contained are true and correct. (~i'son who signed bid) Swom to before me this 21 Notary Public Commission Expiration Date: __ day of Marc, t'!007 00310 General Contractors · Construction Management REFERENCES; JOB ~MOUNT Town of Hempstead 1 Washington St. Hempstead, NY 11550 Hewlett Point Pask Smithtown CSD 26 New York Ave Smithtown, NY 11787 F~eshman Campus MattitucldCutchogue UFSD 10521 Main Rd Cutchogue, NY Kings Pa~k CSD 180 Lawxence Rd Kings Park, NY 11754 Smithtown CSD 26 New York Ave Smithtown, NY 11787 (5) Schools West I~lip UFSD High School Beach Street Udall Road Additions & Alterations Cashin Associates 1200 Veterans Memorial Hwy Hauppauge, NY 11788 $1,441,741.00 Btmon Beh~endtSmith 244 E Main St Patchogue, NY 11772 John A. Gfillo, AIA 1213 Main Street Port Jefferson, NY 11777 I-I2M G~oup 575 Bmadhollow Rd Melville, NY 11747 Bmnon Behrendt Smith 244 E Msia St Patchogue, NY 11772 $2,548,000.00 John A. Gfillo, AIA $14,000,000.00 1213 Main Street Port Jefferson, NY 11777 Fred Koelbell (631) 893-3200- West Blip Schools WWII Monument Beatty Harvey Associates $250,000.00 SCDPW 127 East Main Street Rivethead, NY 11901 (631) 208-9655 Riverhead County Clerk Library Additions Ehasz Giacalone, 431 Conklin Street Farmingdale, NY 11735 Russ Ehasz (516) 420-8383 $165,000.00 44-N West Jefryn Blvd. · Deer Park, New York 11729 ° Phone 631.254.6767 · Fax 631.254.8015 www.stalcoconstmction.com · info@stalcoconstruction.com STALCO REFERENCES CON~T Henicks UFSD High School Middle School Center Street Denton Avenue Herdcks Schools John A. Grillo, AIA 1213 Main Street Port Jefferson, NY 11777 Jim Brown (631) 893-3200 Ext. 349 $12,500,000.00 Babylon UFSD 50 Railroad Ave. Babylon, NY 11702 Babylon High School Memorial Grade School Levittown Public Library 1 Bluegrass Lane Levittown, NY 11756 North Babylon UFSD 5 Jardine Place N. Babylon, NY 11703 R. Dobler, Dir. Of Facilities Gruzen Samton 3Jchitect Planners 320 W 13th Street New York, NY 10014 LAS Associates 20 Crossways Park North Woodbury, NY 11797 Lee Sa. gismo Specwr Group Architect~ 3111 New Hyde Park Rd. North Hills, NY 11040 Gary Hansen 516-365-4240 $2,526,620.00 $360,981.00 $1,055,425.00 Valley Stream UFSD Forest Rd Elementary Shaw Ave Elementary Sachem CSD Sagamore Middle School South Middle School Seneca Middle School Cayuga, Gatelot, Tecumseh Wenonah Elementary Schools John A. Grillo, AIA 1213 Main Street Port Jefferson, NY 11777 $3,518,620.00 Einhom Yaffee Prescott Architecture/ Sammel Architecture PLLC The Argus Building Albany, NY 12201 $1¢,354,470.00 2 Stalco Construction, Inc. 2/13/2007 Page I OWNER / CONTRACT CONTRACT LOCATION AMOUNT NAM~ UFSD East Rcckaway $7,800,000 West lslip UFSD Capt~eee ES, Ba)wiew, Udall $437,035 Port/efta'son UFSD Earl L Vandameulen HS $2,152,336 Smithtown CSD St James/Nescc~set ES $1,403,213 ~Vestfield LLC KB Toys $331,082 East Meadow UFSD various locat/~s $1,365,000 ~n§$ Park CSD Ralph J Oei~ood [ntemledista $'~,492,000 Smithtow~ Town Haft 99 W Main St., Smithtown $420,000 M~ri~ss~ W~ter D/strict 170 E Shore Rd (:3re~t Neok $184,481 ~de UFSD O~e~n~ide MS $743,027 Maxine Postal Health Center $ l ,$28,117 Mattituck UFSD Ma~tuck HS $9,1 ~6,g00 Kinls Park CSD Kin~ Park I-IS $g,334,006 Ultra Diamond Ultra Diamond T~er Mall $91,351 Sewanhaka CSD ~ewanhaka HS $233,332 Total to Date $35,711,7g0.00 system administrator Page I 2/1312007 STALCO CONSTRUCTION,/NC, General Contractors Construction Management References .Clients: West Islip UFSD Syosset CSD Herricks UFSD Farmlngdale LrFSD Mr. Fred Koelbel, Director of Facilities 631-893-3200 CeLl#: 516-695-0036 Mr. Nick Viscio, Director of Faoilitie~ 516-364-5661 Mr. Jim Brown, Director of Fac/lities 516-248-3129 Cell#: 516-315-3786 Mr. Edward Cullen, Dir. Of Facilities 516-752-6545 JAG Archtects PC John A. Grillo AIA/John M. Grlllo RA LAS Associates, Arch/tects Mr. Lee 8agistano AIA School Construction Consu/tants Mr. Nick Amomso AIA BBS Architects Mr. Roger Smith AIA The Spector Group Mr. Gary Hansen AIA Greyhawk NA Mr. Nick Pappas 631-476-2161 516-364-8150 631-567-0200 631-475-0349 516-365 -4240 516-680-5693 cell Professional Associations: LIA BTA GBC AGC PCE ACI Long Island Association Bu/lding Trades Association General Building Contractors of New York State Association of Genera/Contractors Professional Estimators Association of America American Concrete Institute Above is a small list of our most recent clients and consu/tm~ we have worked with, in addition to Association memberships in good standing. AdoTrrion~l references w-;ILg/ad/y- b~:urefishcd if yuu so re~ulre. 44 Jefryn Boulevard West · Unit N · Deer Park, NY 11729 · Tel: (631) 254-6767 o Fax: (631) 254-8015 CTION 00300 - PROPOSAL PACKAGE VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: PARTNERSHIP i/- 7 IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: CORPORATION NAME: ~-~ DO LIST PRINC~IPAL STOCKHOLDERS: (5 LIST OFFICERgAND DIRECTORS: - / INDIVIDUAL NAME TITLE If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: 00300 Proposal Package 3 of 14 Town of Southold New Town of Southold Animal Shelter BID OPENS:~/6/*~7 , 2007 REMINDER NOTE ! ! !: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only ~ for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you! 00300 Proposal Package 1 of 14 S~CTION 00300 - PROPOSAL PACKAGE BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the mount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days fi:om notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidd~~~ NOTE: Please do NOT sign the Contract Agreement, It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. 00300 Proposal Package 2 of 14 ~CTION 00300 - PROPOSAL PACK~E ADDRESS RECORD FORM TELEPHONE: ,~.~"~7"O ~7~ ~'~' FAX: ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different - MAIL PAYMENT TO: ADDRESS: TELEPHONE: CONTACT: FAX: E-MAIL: 00300 Proposal Package 4 of 14 S~TION 00300- PROPOSAL PACKAG~E ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached, ASSUMED NAME: ~/~ If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general parmer and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: [] Insurance Certificate as requested is attached [~I certify that I can supply insurance as specified if awarded the bid [] Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZEI2Y'SIGN~JRE 00300 Proposal Package 5 of 14 TION 00300 - PROPOSAL PACK~E AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other f'mm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain fi.om bidding on this project, or to submit a bid higher than the bid of this fh-m, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement fi.om any firm or person to submit a complementary bid. 5. My fh'm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services fi.om any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an finn or person to refrain fi.om bidding or to submit a complementary bid on this project. 6. My f'n-m has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affmns the truth thereof. Sigt~r% & Company Position ~_~ T~e Name & Comply Posi~ Company Nme Date Si~ed Federal I.D. Number SWORN TO BEFORE ME THIS NOTARY ~.-' t DAYOF}~ I~C~-~ EPH DELLISANTI NOTARY PUBLIC, STATE OF NEW YOR~ NO. 4895882 QUALIFIED IN SUFFOLK COUN3T~..- ,.~,,~ ,"~{'MI,e.~ION EXP}RES MAY 26,~..) (....r t 00300 Proposal Package 6 of 14 PROPOSAL FORM TOWN OF SOUTHOLD ANIMAL SHELTER VENDOR ADDRESS: S~/t~ ~/~ /~/~ TELEPHONE NUMBER: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated 00300 Proposal Package 7 of 14 ~TION 00300 - PROPOSAL PACK~ Project Requirements/Bidding Guidelines New York law dictates that bidding by contractors for public projects exceeding a total cost of $50,000 requires a multiple prime contracts as described by Wick's Law. Lump sum pricing will be provided by discipline specific contractors in accordance with MEP and civil engineering scopes described below as separate "contracts". The Town of Southold will be responsible for assembling individual contracts with contractors to whom the project has been awarded. The lump sum price bids under ALL Payment Items shall include supervision and management, on- going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements, and shall comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. NOTE: THE TOWN OF SOUTHOLD RESERVES THE RIGHT TO INCREASE, DECREASE, OR ELIMINATE IN ITS ENTIRETY ANY OR ALL ITEMS PRIOR TO OR AFTER AWARD OF THE BID. 00300 Proposal Package 8 of 14 ' TOWN OF S~iiTHOLD BID NO. ANIMAL SHELTER'CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ' ITEM DESCRIPTION OF ITEM ESTIMATED UN!T UNIT PRICE EXTENDED BIDAMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY I I BID I 1 General Conditions and Mobilizations 1 LS I for /LS IMethod of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2A Site Demolition - Area "A" 1 LS I for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Demolition (including Clearing/Grubbing and Removals) within Area "A" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demalition (including Clearing/Grubbing and Removals) shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute fu~l compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this )ecification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw cutting, pavements, all items in conflict with proposed construction in Area "A" (as defined by the Contract Drawings), debds removal from site clean-up, construction layout and sawcutting. Inten~he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "A" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and ~edestrians dudng the entire length of construction. LS 2B Site Demolition - Area "B" for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Demolition (including Clearing/Grubbing and Removals) within Area "B" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing ali labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw cutting, pavements, all items in conflict with proposed construction in Area B (as daf ned by the Contract Drawings), debris removal from site ;lean-up, construction layout and sawcutting, Inten~he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "B" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and ~edestrians during the entire length of construction. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-'I TOWN OF ~JTHOLD ANIMAL SH EI.TL~I~CONS'r RUCTION Itemized Proposal for: Town of Southold I ITEM I DESCRIPTION OF ITEM NO. (Fill in Unit Price Written in Words) 3 I Site Preparation, Unclassified Excavation and Embankment for /LS Dollars Cents BID NO. CONTRACT 'A' - GENERAL ESTIMATED I UNIT I UNIT PRICE I EXTENDED BIDAMOUNT QUANTITY BID I 1 LS Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Preparation, Unclassified Excavation & Embankment measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Site Preparation, Unclassified Excavation & Embankment shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including Licensed Land Surveying, layout, rough grading, site cut-to-fill, clean soils, transportation, spoils removal, compaction and meeting the proposed grades. Intent: The Contractor shall perform all necessary earthwork and grading of the existing site in order to meet all proposed grades as shown on the drawings. 4 I Site Dralnage-Frames/GratesStructures, Piping and I 1 LS I for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Drainage Systems 'ates/framas) measured in place and accepted in accordance with the specifications and drawings. (structures, pipe and lethod of Payment: The quantity of accepted Site Drainage Systems (structures, pipe and grates/frames) shall be measured and paid for at ~e contract price per lump sum bid as called for in the proposal form. All costs associated with layout, earthwork, excavation, backfilling, Jompaction, connections, parging including earthwork, piping, connection to building piping and clean-up shall be included in the lump sum cost for under this payment item. Intent: The Contractor shall install the Proposed Drainage System to the lines, level and grades as shown and detailed on the Construction Draw ngs. 5IforDollarsC°ncrete Curb Cents /LF I 480 LFI Method of Measurement: The quantity to be paid for under this item shall be the number of lineal feet of Concrete Curb measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete curb shall be measured and paid for at the contract unit price per linear foot bid as ~'alled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary :o satisfactorily complete the work as shown on the contract drawings and described in this specification, including earthwork and rough grading. Intent: The Contractor shall install the proposed concrete curb to the grade and limits as shown on the Construction Drawings, CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-2 TOWN OF S~iTHOLD ANIMAL S H ELTER"CO NSTRUCTIO N BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM NO. (Fill in Unit Price Written in Words) Reinforced Concrete Sidewalk for Dollars Cents /SF ESTIMATED I UNIT ] UNIT PRICE I EXTENDED BID AMOUNT I QUANTITY BID 3,700 SF Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 4" thick reinforced :oncrete sidewalk measured in place and accepted in accordance with the specifications and drawings, Method of Payment: The quantity of accepted concrete sidewalk shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment 'mcossary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, subgrede preparation, earthwork, reinforcement (6x6 wire mesh), edging, broom finish, the installation of tactile panels, clean-up and ~rotection of work. Intent: The Contractor shall install the 4" thick reinforced concrete sidewalk to the limits shown on the Construction Drawings. 6" Reinforced Concrete Slab 700 for /SF Dollars Cents of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" reinforced concrete slabs measured in place and accepted in accordance with the specifications and drawings. of Payment: The quantity of accepted 6" thick reinforced concrete slabs shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and ~quipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including ~yout, subgrade preparation, earthwork, formwork, edging, specified finish, steel reinforcement (as specified), clean-up and protection of Intent: The Contractor shall install the proposed concrete slabs to the limiL~ shown on the Construction Drawings. 8 6" Recycled Concrete Aggregate Subbase Material (Type 1 NYSDOT) for /SF Dollars Cents 13,000 SF Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" recycled concrete aggregate subbase material measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 6" recycled concrete aggregate subbase material (Type 1 NYSDOT) shall be paid for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensafion for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including survey layout, subgrade preparation, placement, compaction, finegrading, clean-up and protection of work. Intent: The Contractor shall install the 6" recycled concrete aggregate subbase layer to the limits shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-3 TOWN OF ,~UTHOLD ANIMAL SHELTL=R'CONSTRUCTION Itemized Proposal for: Town of Southold I ITEM NO. DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) ESTIMATED UNIT QUANT TY BID NO. CONTRACT 'A' - GENERAL UNIT PRICE I EXTENDED BID AMOUNT BID Method of Measurement: The quantity to be paid for under this item shall be a lump sum or the Proposed Sanitary Systems measured in )lace and accepted in accordance with the specifications and drawings. 3asls of Payment: The Proposed Sanitary System (outside building) shall be paid for at the contract lump sum unit price bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including piping, connections, inspections, controlled backfill and installation of all specified structures (tanks, leaching rings, hair-trap) associated with the two (2) systems. The installation of all interior drains and piping shall be paid for under Contract "C', Item No. 2 "Building Plumbing". Intent: The Contractor shall install the proposed sanitary systems (outside building) complete to SCDHS Standards and shown on the Construction Drawings. 10 4" Topsoil Layer I 34,000 SF for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be for each square foot of area where topsoil is proposed in accordance with the specifications and drawings. Method of Pament: The quantity of accepted 4" thick topsoil layer area shall be paid for at the contract unit price per square foot as called for in the pmpossl form. This price shall constitute full compensation for fumishing all labor, materials, tools and equipment necessary to 'atisfactorily complete the work as shown on the contract drawings and described in this specification. Including furnishing of topsoil, ~boratory testing of soil, recommended ammendments to soil, finegrading, layout, clean-up and protection of work. Intent: The Contractor shall install the 4" proposed topsoil layer in the specified area as shown on the Construction Drawings. 11 for 6" Concrete Filled Bollards Dollars Cents lEA 8 EA Method of Measurement: The quantity to be paid for under this item shall be for each concrete-filled steel bollard installed and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete-filled steel bollards shall be paid for at the contract unit price for each complete nstallation as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, earthwork, concrete, steel bollard, painting, refectorized tape, clean-up and protection of work. Intent: The Contractor shall install the proposed concrete-filled steel pipe bollards to the grades, lines and elevations as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-4 TOWN OF S~I'HOLD ANIMAL SHELTER'~ONSTRUCTION 12 BID NO. CONTRACT "A' - GENERAL Itemized Proposal for: Town of Southold ESTIMATED UNIT I ITEM I DESCRIPTION OF ITEM I I I UNIT PRICE NO. (Fill in Unit Price Written in Words) QUANTITY BID I Proposed 3' High White Vinyl Picket Fence 200 LF for /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the number of lineal feet of 3' high white vinyl picket fencing installed as measured and accepted in accordance with the specifications and drawings. Basis of Payment: The quantity of accepted 3' high white vinyl picket fencing shall be paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, layout, fence materials (posts and fence sections), footings, hardware, gates, cleanup and protection of work. Intent: The Contractor shall install the proposed 3' high white vinyl picket fencing as required by the specifications and as shown on the Construction Drawings. 13 Animal Shelter Building Construction for /LS Dollars Cents `1 LS Method of Measurement: The quantity to be paid for under this item shall be lump sum for the building constructioo, including foundation, slabs, wall and roof construction, doors, windows, ceilings, cabinetry, finishes, equipment and other items not listed as separate line items accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted work shall be measured and paid for at the contract as a pementage of work completed per subcategory item. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to ~atisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall perform all necessary work in compliance with the drawings and specifications. '14 for AnimalDollars Shelter KenneIcents Units /LS `1 LS Method of Measurement: The quantity to be paid for under this item shall be lump sum for the coordination, preparation, manufacture and installation of kennel caging, identified as items 1 and 2 under the furniture fixture schedule. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This price shall constitute full compensation for furnishing all coordination, labor, materials, manufacture, shipping costs, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install indoor and outdoor kennel runs provided as part of the building. CONTINUED ON NEXT PAGE CONTRACT 'A' ~ GENERAL PF-5 TOWN OF ,~ITHOLD ANIMAL :S H ELTEI~CONSTRUCTION Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM NO, 15 (Fill in Unit Price Written In Words) Animal Shelter Animal Equipment and Furnishings for ILS Dollars Cents BID NO. CONTRACT 'A' - GENERAL ESTIMATED UNIT I UNIT PRICE I EXTENDED BIDAMOUNT QUANT TY BID 1 LS Method of Measurement: The quantity to be paid for under this item shall be individual prices for items as listed on the Cabinetry/Fumishing/misc. Fixtures schedule on A1.4, with the lump sum being listed here and a breakdown by Schedule item number attached. Price to include site preparation, manufacture, shipping and installation of all items in full working order. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This price shall constitute full compensation for providing all coordination, labor, materials, manufacture, shipping costs, tools, misc. par[s and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install animal related equipment and furnishings. '16for EpoxyDollars Floor/wall coating Cents /LS '1 SF Method of Measurement: Per Square Foot. Pdce to include site preparation, materials, shipping and installation of all items to industry standards. Method of Payment: To be paid a percentage of work completed. This pdce shall constitute full compensation for providing all coordination, labor, rnatedals,tools, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this )ecification. ,itent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating as referenced in the contract documents. TOTAL Dollars Cents WRITTEN IN WORDS Total Pay Items #1 - #16 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-6 TOWN OF S~rHOLD ANIMAL SHELTER~:~ONSTRUCTION BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southoid ITEM NO. DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) ESTIMATED I UNIT I UNIT PRICE I EXTENDED BID AMOUNT QUANTITY BID CONTRACT 'A' - BID ALTERNATES Alt. 1forDollarsWalkway PaverScents /SF SF Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for Walkway Pavers measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Walkway Pavem shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment ~ecessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, ~ubgrade preparation, earthwork, steel edging, clean-up and protection of work. Intent: The Contractor shall install the proposed walkway pavers to the limits shown on the Construction Drawings. Asphalt Shingle Roof LS Reduction for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all abor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and escribed in this specification. Intent: The Contractor shall remove the metal roofing from the job and replace it with 110 mph/40 year minimum warranty asphalt shingles Nith underlayment and ice shield, installed as per manufacturer's directions. This price shall constitute full compensatioe for furnishing all !labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. I Alt. 3 I Stainless steel countertops LS I Increase for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall remove the laminate countertops from cabinetry located in all animal moms and animal care service areas. Backsplashes shall be integral to the top. 3/4" plywood underlayment with holes cut for sinks, etc. shall be provided. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-7 TOWN OF ,~THOLD ANIMAL SHELTER"CONSTRUCTION BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southoid ITEM NO. DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) ESTIMATED I UNIT I UNIT PRICE I EXTENDED BID AMOUNT QUANTITY BID I Alt. 4 Alternative Acoustic Material - Pyrock I SF I Increase of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square feet as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily completa the work as shown on the contract drawings and ascribed in this specification. ~tent: The Contractor shall remove the acoustic coating in the base contract and replace it with Pyrock, thc. Acoustement 40, 1" thick, white. This will entail an alternate substrata approved by the manufacturer (cement board). This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily completa the work as described and described in this specification. Alt. 5 Screened Subangular Stone Pavement I Increase of /SF Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for screened subangular stone pavement areas as measured in place and accepted in accordance with the specifications and drawings. ~lethod of Payment: The quantity of accepted Subangular Stone pavement areas shall be paid for at the contract unit price per square foot 3id as called for in the proposal form. Including layout, subgrade preparation, filter fabric installation, subangular stone (as specified), '~.dging, clean-up and protection of work. Intent: The Contractor shall install the proposed subangular stone pavement areas to the grades, lines and limits as shown on the Construction Drawings. Alt. 6 Increase of Framed gables Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the lump sum cost for replacing masonry gables with standard framed gables as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted framed gables shall be paid as % of work completed as called for in the proposal form. Additional design work required for the framed gable option will be charged by the design team as a reimbursible expense to the Town of Southold. Framed gable drawings and details will be provided prior to awarding the bid to insure accurate pricing. Intent: The Contractor shall install the proposed framed gable ends rather than masonry gables as shown on original Construction Drawings. The framed gables to include R19 insulation, double sills, inside sheathing of hardi backer board in kennels, 5/8" FRGWB other locations, paint or acoustic treatment, exterior sheathing of 1/2" plywood, vapor barrier, fiber cement board with 1 x 2 cedar battens 2' O.C. CONTINUED ON NEXTPAGE CONTRACT 'A' - GENERAL pFo8 TOWN OF SfHOLD ANIMAL SHELTER'~ONSTRUCTION Itemized Proposal for: Town of Southold ITEM NO. Option I for DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) Crushed Bluestone Walkways /SF Dollars Cents BID NO. CONTRACT 'A' - GENERAL ESTIMATEDQuANTiTYI UNIT I UNITBiDPRICE I EXTENDED BID AMOUNT SF Vlethod of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for crushed bluestone walkways as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Crushed Bluestone Walkway shall be paid for at the contract unit price per square foot bid as called for in the proposal form. Including layout, subgrade preparation, filter fabric installation, crushed bluestone (as specified), edging, clean-up and protection of work. Intent: The Contractor shall install the proposed crushed bluestone walkway to the grades, lines and limits as shown on the Construction Drawings. Option 2 Pergola t LS I for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide the pergola detailed on A 801. .)ption 3for AddDollarsOr Delete Epoxy floorlngcents /SF SF Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing either an increase or decrease in the base bid amount. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating as referenced in the contract documents. Option Delete Clear Masonry Coating for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing a decrease in the base bid amount, Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide all materials and labor to install a clear coating on masonry, both inside and outside. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-9 TOWN OF ,~iJTHOLD ANIMAL SHELTER'CONSTRUCTION Itemized Proposal for: Town of Southold I ITEM I NO. ' Option 5 BID NO. CONTRACT 'A' - GENERAL DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) Decrease or increase the length of the kennel wing by units of 4' In depth by full width of the wing. for / 4' If units Dollars Cents ESTIMATED UNIT I UNIT PRICE I EXTENDED BIDAMOUNT QUANT TY BID 4'LF Method of Measurement: The quantity to be paid for under this item shall be per unit of 4' by full width of kennel wing (rooms 16, 17). Method of Payment: The method of payment will be % of work completed. This price shal~ constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install a the full amhitectural details inherent in the cost of extending or reducin the size of the kennel wing. Option 6 Cat Box Furniture for Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Pavment: The method of payment will be % of work completed. Intent: The Contractor shall provide the cat boxes detailed on A8.2. Option 7 Signs (A1.4 Sign Schedule) I for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shalt provide signs as identified in sign schedules on A1.4 OptionforDollarsRem°ve ClassrOOmcentsl 2 / SF SF Method of Measurement: The quantity to be paid for under this item shall be per sf of Classroom 12 ren~val to include the elimination of doora #4, #5, and #24 and window #11. Window #10 will be moved to end of C2. All MEP will be removed and gable will be maintained on new wall elevation. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contrac~ drawings and described in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-10 TOWN OF S~THOLD ANIMAL SHELTER'~ONSTRUCTION BID NO. CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ESTIMATED UNIT ITEM [ DESCRIPTION OF ITEM I I I UNIT PRICE I EXTENDED BID AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID Option 9 Add/Delete windows or skylights SF Increase/Decrease of /SF Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be the square foot cost attributed to windows and skylights as 'neasured in place and accepted in accordance with the specifications and drawings. Cost to include the replacement of the window with full Nail or roof construction and finishes. Windows may be identified separately by type and size. Method of Payment: The quantity of windows and skylights completed or deleted as called for in the proposal form. Intent: The Contractor shall provide pricing for windows on a square foot basis or by individual units specifically identified by size and type. CONTRACT 'A' - GENERAL PF-1 '1 ITEM ~10. TOWN OF~)UTHOLD ANIMAL SHELleR CONSTRUCTION Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) I General Conditions and Mobilizations for ILS Dollars Cents ESTIMATED QUANTITY UNIT LS BID NO. CONTRACT 'B' - HVAC UNIT PRICE EXTENDED BID AMOUNT BID Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the leneral requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the :ontract and demobilize from the construction site upon successful completion of the project. Ilethod of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. ltsnt: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. ~ethed of bleaaurament: The quantity to be paid for under this item shall be lump sum for the Heating & Cooling System installed and accepted, in accordance with the specifications and drawings. I~ethod of Payment: The accepted Heating & Cooling System shall be measured and paid for at the contract unit pdce per lump sum bid as r~lled for in the proposal form. This pdce shall constitute full compenseUon for furnishing all labor, materials, tools and equipment necessary to !~]sfactorily complete the work as shown on the contract drawings and described in this specification. Including the air handlers (AH), ,~Ondenser units (CU), unit heaters, all ductwork to and from units, boilers, heating hot water supply and return lines, rathgerant lines, piping, connections, setting, tesUng, balancing, and controls. Intent: The Contractor shall furnish and install the heating and cooling systems complete as specified and shown on the drawings. TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items # 1 & #2 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items pdor to or after award of the bid. CONTRACT 'B' - H.V.A.C. PF-t TOWN OFIUTHOLD ANIMAL SHELTER'CONSTRUCTION Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM IFill in Unit PHc. e WHfl'~n in Wordst General Conditions and Mobilizations for ILS Dollars Cents I ITEM ESTIMATED r UNiT QUANTITY I 1 LS BID NO. CONTRACT 'C' - PLUMBING UNIT PRICE EXTENDED BID AMOUNT BID ~ethod of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, 3onding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project, Method of Pavment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project, Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. Building Plumbing for ILS Dollars Cents 1 L8 The quantity to be paid for under this item shall be lump sum for the Building Plumbing installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Plumbing shall be measured and paid for at the contract unit pdce per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and des~bed in this specification. Including supply lines, waterline insulation, waste lines, connection to septic line, all proposed plumbing fixtures, vent piping, inspections, water heater, feed to boilers, mixing valves and hose bibs. Intent: The Contractor shall furnish and install the Building Plumbing as specified and shown on the drawings. 3 Proposed 8" Water Service & Site Restoration (includes Hydrant) 1 for /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be linear foot unit price for the Proposed Water Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Water Service shall be measured and paid for at the contract unit price per linear foot bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, hydrant installation, valves, testing, inspection and disinfecting, All fees to SCWA shall be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Water Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of the SCWA and SCDHS. CONTINUED ON NEXT PAGE CONTRACT 'C' - PLUMBING PF-1 TOWN OF~i~UTHOLD ANIMAL SHEL'I'L=R CONSTRUCTION Itemized Proposal for: Town of Southold ~ ITEM DESCRIPTION OF ITEM NQ [Fill in Unit Price Written in Words} 4 Proposed RPZ Device & Water Meter Vault (includes 6" by-pass line) for /LS Dollars Cents ESTIMATED QUANTITY BID NO. CONTRACT 'C' - PLUMBING * UNIT I UNIT PRICE BID LS EXTENDED BID AMOUNT Method of Measuren~ent: The quantity to be paid for under this item shall be lump sum for the Proposed RPZ Device & SCWA specified Water Meter Vault installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Proposed RPZ Device shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, matadals, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, pipe connections, $" by-pass pipe, RPZ enclosure/vault, RPZ device, water meter vault, hardware, insulation, testing and inspections. The elecl3'ic circuit and heat tracing shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 6" Electric to RPZ Device". SCWA shall instal lhe water meter. Intent: The Contractor shall furnish and install a fully approved, tested and operational RPZ Device & water meter vault as specified, shown or ~he drawings and to the approval of the SCWA and SCDHS. I I $ Building Fire Suppression System for /LS Dollars Cents ethod of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Fire Suppression System installed ;md accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Building Fire Suppression System shall be measured and paid for at the contract unit pdce per lump sum ~)id as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, matadals, tools and equipment necessary to satisfactod!y complete the work as shown on the contract drawings and described in this specification. Including connection to the building water supply line, valves, controls, inspections, testing, approvals, piping, heads and complete integration with the fire alarm system. The building fire alarm system shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 5. Intent: The Contractor shall furnish and install a full approved, tested and operational Building Fire Suppression System as specified, shown on the drawings and to the approval of the Town Fire Marshall. Method of Measurement: The quantity to be paid for under this item shall be linear foot unit price for the Proposed Gas Service installed an, accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Gas Service shall be paid for at the contract unit price per linear foot bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, matadals, tools and equipment necessary to satisfactorily =ompleta the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoratioq, pipe installation, valves, testing and inspection. All fees to Keyspan shall be paid directly by the Town. Road restoration to ,nclude compacted recycled concrete aggregate to proposed subcjrade elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Gas Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of Keyspan and the Project Engineer. CONTINUED ON NEXTPAGE CONTRACT 'C' - PLUMBING PF-2 TOWN OF ~UTHOLD BID NO. ANIMAL SHELTER-CONSTRUCTION CONTRACT 'C' - PLUMBING Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NQI (Fill in Unit Price Wriften i~/Wnrd~} QUANTITY ~}1[~ TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items # t- # 6 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'C' - PLUMBING PF-3 TOWN OF S~THOLD ANIMAL SHELTERR3ONSTRUCTION Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) General Conditions and Mobilizations for /LS Dollars Cents ES~MATED QUANTITY BID NO. CONTRACT 'D'- ELECTRICAL' UNIT U NITBiPDRICE LS EXTENDED BID AMOUNT ~lethod of Measurement: The amount bid shall include supervision and management, on-going project-relafad expenses, insurances, 0onding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobi{ization to the construction site, meet all of the general raquiraments set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Pavment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. ntent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2~,/~Temp°ra~,Electric~ Serv ce I LS I Dollars Cents I ;e[,%~,d of Mea~,-rement The quant ty to be pa d for under th s tern shall be a lump sum for the Temporary Electric Service installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Temporary Elect,dc Service shall be paid for at the contract unit price per lump sum bid as celled fur in th 3roposal form. This price shall constitute full compensation for furnishing all tabor, materials, tools and equipment necessary to satisfactorily ;omplete the work as shown on the contract drawings and described in this specification. Including connections to existing animal shelfar service, 100 amp temporary service, frame, minimum of (4) four 20 amp circuits into the building for contractors use, removal of temporary ~ervice when required and maintenance of system during construction. =ayment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon removal of the temporary service. Intent: The Contractor shall furnish and maintain temporary 200 amp electric service for use by all trades dudng construction. The service shall be operational within 3q days from the fu execution of Contract 'D'. for ~ / ,.- v /LS Dollars Cents ethod of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Electric & Communications installed and accepted in accordance with the specifications and drawings. ~tethod of Pavment: The accepted Building Electric & Communications shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment ~ecessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including circuits, ~onnection to proposed equipment and mechanicals, phone line homeruns, computer line homeruns, lighting, and controls. Intent: The Contractor shall furnish a complete and approved Building Electric & Communications system as specified and shown on the drawings with Electrical Underwriters approval CONTINUED ON NEXT PAGE CONTRACT 'D' - ELECTRICAL PF-1 ITEM I NO. TOWN OF SO. HOLD ANIMAL SHELTER'CONSTRUCTION Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) 4 I Building Telephone & Cable Service J (outside building) for Dollars Cents BID NO. CONTRACT 'D' - ELECTRICAL ESTIMATED I UNIT I UNIT PRICE I EXTENDED BID AMOUNTI QUANTITY BID Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Telephone & Cable Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Telephone & Cable Service shall be measured and paid for at the contract unit pdce per lump sum bid as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, 3ackfill, site restoration, cutting and patching of foundation wall, panels, end user fees (by Town), and connections. Intent: The Contractor shall furnish a complete and approved Building Telephone & Cable Service from Route 25 (Main Road) to the propose¢ animal shelter building as specified and shown on the drawings. Dollars Cents -~ Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Fire Alarm System installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Building Fire Alarm System shall be measured and paid for at the contract unit pdce per lump sum bid as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including devices, connection to fire suppression system, testing, inspection, and approvals. Intent: The Contractor shall furnish a complete and approved Building Fire Alarm System system as specified and shown on the drawings with =lecthcal Underwriters approval and the Town Fire Marshall. rotg'O-r)'O O0 /'S <2 O0 Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Electrical Contractor to install a dedicated circuit from the new animal shelter building to the proposed RPZ device heater (located within the RPZ vault) installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted electric service connection to the RPZ Vault shall be paid for at the contract unit price per lump sum bid as called for in the proposal form. All costs associated with electric conduit runs, trenching, backfill, restoration, wires, splice boxes, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to lhe plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. Intent: The Contractor shall furnish and install an electric service connection to the heater located in the proposed RPZ vault as specified and ~hown on the drawings with Electrical Underwriters approval. DollarsWRITTEN IN WORDS CentsI Total all Pay Items #1- ~6 NOTE: The Town of Southold reserves the right to increase, decrease or eliminate in its_entirety anv.or all items pr. igr to or after CONTACT 'D' - ELECTRICAL PF-2 ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the. ~'~7~ day of ~ in the year 2007 before me, the tmdersigned, personally appeared, ~X"'-o/q ,9 ~> ~/~t. ~. , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknOwledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the insmmaent. JOSEPH DELLISANTI NOTARY PUBIJC. STATE OF NEW YOR! NO. 4895882 QUALIFIED IN SUFFOLK COUN~ · ,,t.~,,o~ff'~N r:~'~!RF~ MAY 9~ "~ - ! 00300 Proposal Package 9 of 14 Town of Southold The signatory of this questionnaire certifies under oath the troth and correctness of all statements and of all answers to interrogatories hereinafter made. P C ALOFFXCE: ~A Corporation A Partnership or Entity An Individual PRINCIPAL OFFICERS: TITLE NAME ADDRESS BACKGROUND PROFESSION/TRADE 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? ~a~ % List trades that you organization normally performs below: 3. Have you ever failed to complete any work awarded to you? /1/6. If so, note where and why. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. 00310 Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. 6. List the major construction projects your organization has underway at this date: Project Name Name of: Engineer/ Owner Architect Contract Percent Scheduled Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name off Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telenhoneg Amount Completion % of Work 00310 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Individual's Name Present Type of Work Position Years of For Which In What Of Office Experience Responsible Capacity Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: 11. Trade Association Membership: ,~/£c~ 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? V~aat was the outcome of the investigation? 00310 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may r.e~ult in rejection of the Bidder's Proposal. STATE OF NEW YORK COUNTY OF SUFFOLK ~-~[~ ~ ~"t-r being duly sworn deposes and says that he is the - ¥'t~Ias,~t>,~,.,,-y-- ofT',~,,E>~.c."f¥-.5~o...q.W-~C contractor and that answers to the foregoing questions and all statements therein contained are true and correct. Sworn to before me this Notary Public Commission Expiration Date: day of ~(i~ ,~2007 JOSEPH DELLISANI'I NOTARY PUEILIC, STATE OF NEW YO~: NO. 4895882 00310 ~CTION 00300 - PROPOSAL PACKAGE VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. ~'~ PARTNERSHIP FEDERAL EMPLOYEE ID #: ~/-/ OR SOCIAL SECURITY #: DATE OF ORGANIZATION: 7//~/03 IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: CORPORATION NAME: ,A L~Sc~T PRINCIPA~,~ STOCKHOLDERS: (5% of outstanding shares) INDIVIDUAL LIST OFFICERS AND DIRECTORS: If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: 00300 Proposal Package 3 of 14 ~CTION 00300 - PROPOSAL PACKagE Town of Southold New Town of Southold Animal Shelter BID OPENS: ~_~C~ z2_ ,2007 REMINDER NOTE ! ! !: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you! 00300 Proposal Package 1 of 14 SECTION 00300 - PROPOSAL PACKAGE BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if ,~llowing forms are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. 00300 Proposal Package 2 of 14 SECTION 00300 - PROPOSAL PACKAGE ADDRESS RECORD FORM MAIL BID TO: ONLY if different - M_All, PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different - MAIL PAYMENT TO: ADDRESS: TELEPHONE: CONTACT: FAX: E-MAIL: 00300 Proposal Package 4 of 14 SECTION 00300 - PROPOSAL PACKAGE ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. If the bidder is an individual, the bid must be signed by that individual; i£the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; ifa parmership, by one of the partners or other person authorized by a writing signed by at least one general parmer and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: ['~ Insurance Certificate as requested is attached ~ i certify that I can supply insurance as specified if awarded the bid [--] Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZ:~D SI~I, IATI~RE 00300 Proposal Package 5 of 14 ~CTION 00300 - PROPOSAL PACK~E AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, fi.om that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. $. No attempt has been made or will be made to solicit, cause or induce any firm or person to refi'ain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my t'ma is made in good faith and not pursuant to any agreement or discussion with, or inducement fi.om any firm or person to submit a complementary bid. $. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services fi.om any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an £u'm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or ~been promised any subcontract or agreement regarding the sale of materials or services to any finn or person, and has not been promised or paid cash or anything of value by any fu'm or person; whether in connection with this or any project, in consideration for my firm's submitting a complemental'bid, or agreeing to do so, on this project. ?. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. " i ~'~,~ Name & ~ompany Position Feder~al ! D: N!m~e~('// ~3 SWORN TO BEFORE ME THIS NOTARY: ~-/ DAYOF ~t~f(~ ,200~7 __ L ~[A~Y P~LIC ~ No~ ~. St~o ~ New Y~ I J ~. mc~0 ~ ~ Q~I~ ~ Na~au Coun~ ~ 00300 Proposal Package 6 of 14 SECTION 00300 - PROPOSAL PACKAGE PROPOSAL FORM TOWN OF SOUTHOLD ANIMAL SHELTER ~e ~dersi~ed bidder has c~e~lly examined ~e Con.ct Doc~en~ ~d will provide all necess~ labor, materials, equipment ~d incidentals ~ necess~ and called for M ~e said Con~act Doc~ents in ~e ma~er prescribed ~erein ~d M said Con~ct. ~d M accord~ce wi~ ~e requirements of ~e Engineer, at ~e prices listed on ~e a~ched Bid Proposal Fo~. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general parmer and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated 1 00300 Proposal Package 7 of 14 ~CTION 00300 - PROPOSAL PACKAGE Project Requirements/Biddin.q Guidelines New York law dictates that bidding by contractors for public projects exceeding a total cost of $50,000 requires a multiple prime contracts as described by Wick's Law. Lump sum pricing will be provided by discipline specific contractors in accordance with MEP and civil engineering scopes described below as separate "contracts". The Town of Southold will be responsible for assembling individual contracts with contractors to whom the project has been awarded. The lump sum price bids under ALL Payment Items shall include supervision and management, on- going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements, and shall comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. NOTE: THE TOWN OF SOUTHOLD RESERVES THE RIGHT TO INCREASE, DECREASE, OR ELIMINATE IN ITS ENTIRETY ANY OR ALL ITEMS PRIOR TO OR AFTER AWARD OF THE BID. 00300 Proposal Package 8 of 14 TOWN OF S~rHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM NO. DESCRIPTION OF ITEM (Fill in Unit Price Written In Words) General Conditions and Mobilizations for /LS Dollars Cents ESTIMATED QUANTITY UNIT LS BID NO. CONTRACT 'A' - GENERAL UNIT PRICE EXTENDED BID AMOUN' BID Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the sit~. b. Twenty Five Pement (25%) upon second partial payment request. c. Twenty Five Pement (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2A Site Demolition - Area "A" for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Demolition (including Clearing/Grubbing and Removals) within Area "A" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all abor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this ~ecification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw cutting, pavements, all items in conflict with proposed construction in Area "A" (as defined by the Contract Drawings), debris removal from sit~ clean-up, construction layout and sawcutting. Intenl=.he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "A" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and ~edestrians during the entire length of construction. 2Bfor SiteDollarsDemolition - Areacents"B" /LS I LS Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Demolition (including Clearing/Grubbing and Removals) within Area "B" as defined on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The quantity of accepted Site Demolition (including Clearing/Grubbing and Removals) shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all abor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including carting/disposal fees, safety fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw ;utting, pavements, all items in conflict with proposed construction in Area "B" (as defined by the Contract Drawings), debris removal from site ;lean-up, construction layout and sawoutting. Intenl~he Contractor shall remove and dispose of all existing items as required for installation of the proposed items in Area "B" as shown on the Construction Drawings while maintaining controlled access to the site with maintenance and protection of traffic and ~edestrians during the entire length of construction. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-1 I ITEM NO. TOWN OF ~THOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold DESCRIPTION OF iTEM (Fill in Unit Price Written In Words) I Site Preparation, Unclassified 3 Excavation and Embankment for Dollars Cents BID NO, CONTRACT 'A' - GENERAL I EStiMATE. I U" TI U. T PRICE I EXTE.D D A OU.T I QUANTITY BID 1 /LS Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Preparation, Unclassified Excavation & Embankment measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Site Preparation, Unclassified Excavation & Embankment shall be measured and paid for at the contract unit pdce per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including Licensed Land Surveying, layout, rough grading, site cut-to-fill, clean soils, transportation, spoils removal, compaction and meeting the proposed grades. Intent: The Contractor shall perform ali necessary earthwork and grading of the existing site in order to meet all proposed grades as shown on the drawings. 4 Site Drainage. Structures, Piping and 1 Frames/Grates for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Drainage Systems (structures, pipe and grates/frames) measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Site Drainage Systems (structures, pipe and grates/frames) shall be measured and paid for at ~3e contract price per lump sum bid as called for in the proposal form. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging including earthwork, piping, connection to building piping and clean-up shall be included in the lump sum cost for under this payment item. Intent: The Contractor shall install the Proposed Drainage System to the lines, level and grades as shown and detailed on the Construction Drawings. 5 for Concrete Curb Dollars Cents /LF 480 LF Method of Measurement: The quantity to be paid for under this item shall be the number of lineal feet of Concrete Curb measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted concrete curb shall be measured and paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary ~o satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork and rough grading. Intent: The Contractor shall install the proposed concrete curb to the grade and limits as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-2 TOWN OF S~I'HOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold I ITEM I DESCRIPTION OF ITEM NO. (Fill in Unit Price Written in Words) 6 Reinforced Concrete Sidewalk for Dollars Cents /SF ESTIMATED UNIT QUANTITY 3,700 SF BID NO. CONTRACT 'A' - GENERAL Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 4" thick reinforced concrete sidewalk measured in place and accepted in accordance with the specifications and drawings. U.,T P..CE I EXTE.DED .,D MOU.T I BID Method of Payment: The quantity of accepted concrete sidewalk shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including layout, subgrade preparation, earthwork, reinforcement (6x6 wire mesh), edging, broom finish, the installation of tactile panels, clean-up and )rotection of work. ntent: The Contractor shall install the 4" thick reinforced concrete sidewalk to the limits shown on the Construction Drawings. 7 6" Reinforced Concrete Slab J 700 SF I for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" reinforced concrete slabs measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 8" thick reinforced concrete slabs shall be measured and pa d for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and ~quipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including ~yout, subgrade preparation, earthwork, formwork, edging, specified finish, steel reinforcement (as specified), clean-up and protection of ork. Intent: The Contractor shall install the proposed concrete slabs to the limits shown on the Construction Drawings. 6" Recycled Concrete Aggregate I SF 8 Subbase Material (Type I NYSDOT) 13,000 for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for 6" recycled concrete aggregate subbase material measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 6" recycled concrete aggregate subbase material (Type 1 NYSDOT) shall be paid for at the contract unit price per square foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materiels, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including survey layout, subgrade preparation, placement, compaction, finegrading, clean-up and protection of work. Intent: The Contractor shall install the 6" recycled concrete aggregate subbase layer to the limits shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-3 TOWN OF .OJTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold I ITEM I DESCRIPTION OFITEM NO. (Fill in Unit Price Written In Words) Proposed Sanitary Systems for /LS Dollars Cents BID NO. CONTRACT 'A' - GENERAL ESTIMATED UNITI UNIT PRICE I EXTENDED BIDAMOUNT QUANT TY BID 1 LS Method of Measurement: The quantity to be paid for under this item shall be a lump sum or the Proposed Sanitary Systems measured in ~lace and accepted in accordance with the specifications and drawings. ~asis of Payment: The Proposed Sanitary System (outside building) shall be paid for at the contract lump s~Jm unit price bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactedly complete the work as shown on the contract drawings and described in this specification. Including piping, connections, inspections, controlled backfill and installation of all specified structures (tanks, leaching rings, hair-trap) associated with the two (2) systems. The installation of all interior drains and piping shall be paid for under Contract "C", Item No. 2 "Building Plumbing". Intent: The Contractor shall install the proposed sanitary systems (outside building) complete to SCDHS Standards and shown on the Construction Drawings. I 10 4" Topsoil Layer I 34,000 SF I for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be for each square foot of area where topsoil is proposed in accordance with the specifications and drawings. Method of Payment: The quantity of accepted 4" thick topsoil layer area shall be paid for at the contract unit price per square foot as called ior in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to ~aatisfactorily complete the work as shown on the contract drawings and described in this specification. Including furnishing of topsoil, boratory testing of soil, recommended ammendments to soil, finegrading, layout, clean-up and protection of work. Intent: The Contractor shall install the 4" proposed topsoil layer in the specified area as shown on the Construction Drawings. 11 6" Concrete Filled Bollards 8 EA for /EA Dollars Cents ~ethod of Measurement: The quantity to be paid for under this item shall be for each concrate-filled stee~ bollard installed and accepted in ~ccordance with the specifications and drawings~ Method of Payment: The quantity of accepted concrete-filled steel bollards shall be paid for at the contract unit price for each complete nstallation as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and .=quipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including ayout, earthwork, concrete, steel bo/lard, painting, refectorized tape, clean-up and protection of work. ntent: The Contractor shall install the proposed concrete-filled steel pipe bollards to the grades, lines and elevations as shown on the Construction Drawings. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-4 TOWN OF ITHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold I ITEM I NO. 12 BID NO. CONTRACT 'A' - GENERAL DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) Proposed 3' High White Vinyl Picket Fence for /LF Dollars Cents ESTIMATED UNITI UNIT PRICE I EXTENDED BID AMOUNT QUANTITY BID 200 Method of Measurement: The quantity to be paid for under this item shall be the number of lineal feet of 3' high white vinyl picket fencing installed as measured and accepted in accordance with the specifications and drawings. Basis of Payment: The quantity of accepted 3' high white vinyl picket fencing shall be paid for at the contract unit price per linear foot bid as =alled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, layout, fence ections), footings, hardware, gates, cleanup and protection of work. Intent: The Contractor shall install the proposed ~3' high white vinyl picket fencing as required by the specifications and as shown on the 3onstruction Drawings. 13 Animal Shelter Building Construction I for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the building construction, including foundation, slabs, wall and roof construction, doors, windows, ceilings, cabinetry, finishes, equipment and other items not listed as separate line items accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted work shall be measured and paid for at the contract as a percentage of work completed per subcategory item. This price shall constitute full compensation for furnishing all labor, materials, toots and equipment necessary to ~atisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall perform all necessary work in compliance with the drawings and specifications. 14 Animal Shelter Kennel Units for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the coordination, preparation, manufacture and installation of kennel caging, identified as items 1 and 2 under the furniture fixture schedule. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This price shall constitute full ;ompensation for furnishing all coordination, labor, materials, manufacture, shipping costs, tools and equipment necessary to satisfactorily ;omplete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install indoor and outdoor kennel runs provided as part of the building. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-5 TOWN OF ~.ITHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold I ITEM t DESCRIPTION OF ITEM I ESTIMATED UNITI UNIT PRICE I EXTENDED BID AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID 15 Animal Shelter Animal Equipment and 1 LS Furnishings for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be individual prices for items as listed on the Cabinetry/Furnishing/misc. Fixtures schedule on A1.4, with the lump sum being listed here and a breakdown by Schedule item number attached. Price to include site preparation, manufacture, shipping and installation of all items in full working order. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full installation. This pdco shall constitute full compensation for providing all coordination, labor, materials, manufacture, shipping costs, tools, misc. parts and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install animal related equipment and furnishings. 16 Epoxy FloorN/all coating I SF for /LS Dollars Cents Method of Measurement: Per Square Foot, Price to include site preparation, materials, shipping and installation of all items to industry standards. Method of Payment: To be paid a percentage of work completed. This price shall constitute full compensation for providing all coordination, labor, materials,tools, and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating as referenced in the contract documents. TOTAL Dollars Cents WRITTEN IN WORDS Total Pay Items #1 -#16 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-6 TOWN OF ~/THOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM [ DESCRIPTION OF ITEM ESTIMATED I UNIT[ NO. (Fill In Unit Price Written in Words) QUANTITY BID NO. CONTRACT 'A' - GENERAL UNIT PRICE I EXTENDED BID AMOUNT BID CONTRACT 'A' - BID ALTERNATES Alt. 1 Walkway Pavers for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished sun'ace area for Walkway Pavers measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Walkway Pavers shall be measured and paid for at the contract unit price per square foot bid as called for in the proposal form. This price shah constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification, Including layout, subgrade preparation, earthwork, steel edging, clean-up and protection of work. Intent: The Contractor shall install the proposed walkway pavers to the limits shown on the Construction Drawings. Alt. 2 Asphalt Shingle Roof Reduction for Dollars Cents /LS ~lethod of Measurement: The quantity to be paid for under this item shall 3ccordance with the specifications and drawings. be a lump sum as measured from the drawings and accepted in Vlethod of Payment: The method of payment will be % of work completed. This pdce shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and Jescribed in this specification. Intent: The Contractor shall remove the metal roofing from the job and replace it with 110 mph/40 year minimum warranty asphalt shingles with underlayment and ice shield, installed as per manufacturer's directions. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. Alt. 3 Stainless steel countertops Increase for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and ~escribed in this specification. Intent: The Contractor shall remove the laminate countertops from cabinetry located in all animal rooms and animal care service areas. Backsplashes shall be integral to the top. 3/4" plywood underlayment with holes cut for sinks, etc. shall be provided. This price shall constitute "ull compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and Jescribed in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-7 TOWN OFFE~THOLD ANIMAL SHEL' CONSTRUCTION Itemized Proposal for: Town of Southold ITEM J DESCRIPTION OFITEM ESTIMATED UNIT UNIT PRICE I EXTENDED BIDAMOUNT NO. (Fill In Unit Price Written In Words) QUANT TY BID BID NO. CONTRACT 'A' - GENERAL ' Alt. 4 Alternative Acoustic Material - Pyrock SF Increase of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square feet as measured from the drawings and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment well be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent: The Contractor shall remove the acoustic coating in the base contract and replace it with Pymck, Inc. Acoustement 40, 1" thick, white. This will entail an alternate substrate approved by the manufacturer (cement board). This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described and described in this specification. Alt. 5 Screened Subangular Stone Pavement SF Increase of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface area for screened subangular stone pavement areas as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Subangular Stone pavement areas shall be paid for at the contract unit price per square foot bid as called for in the proposal form. including layout, subgrade preparation, filter fabric installation, subangular stone (as specified), edging, clean-up and protection of work. Intent: The Contractor shall install the proposed subangular stone pavement areas to the grades, lines and limits as shown on the Construction Drawings. Alt. 6 Framed gables LS Increase of /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the lump sum cost for replacing masonry gables with standard Iramed gables as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted framed gables shall be paid as % of work completed as caltad for in the proposal form. ~,dditional design work required for the framed gable option will be charged by the design team as a reimbursible expense to the Town of Southold, Framed gable drawings and details will be provided prior to awarding the bid to insure accurate pricing. ntent: The Contractor shall install the proposed framed gable ends rather than masonry gables as shown on original Construction Drawings. The framed gables to include R19 insulation, double sills, inside sheathing of hardi backer board in kennels, 5/8" FRGWB other locations, ~aint or acoustic treatment, exterior sheathing of 1/2" plywood, vapor barrier, fiber cement board with 1 x 2 cedar battens 2' O,C. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-8 TOWN OF ~THOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold I ITEM I DESCRIPTION OFITEM NO. (Fill in Unit Price Written in Words) Option Crushed Bluestone Walkways ESTIMATED UNIT QUANTITY I BID NO. CONTRACT 'A' - GENERAL UNIT PRICE I EXTENDED BID AMOUNT BID for /SF Dollars Cents Method of Measurement: Th.e quantity to be paid for under this item shall be the square feet finished surface area for crushed bluestone walkways as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Crushed Bluestone Walkway shall be paid for at the contract unit price per square foot bid as called for in the proposal form. Including layout, subgrade preparation, filter fabric installation, crashed bluestone (as specified), edging, clean-up and protection of work. Intent: The Contractor shall install the proposed crushed bluestone walkway to the grades, lines and limits as shown on the Construction Drawings. Option 21 Pergola for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordanc, with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide the pergola detailed on A 801. ,'Option 3 Add or Delete Epoxy flooring for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing either an increase or decrease in the base bid amount. Method of Payment: The method of payment will be % of work completed. tent: The Contractor shall provide all materials and labor to install an epoxy floor and wall coating as referenced in the contract documents. / Option 41 Delete Clear Masonry Coating r for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square foot, representing a decrease in the base bid amount. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide all materials and labor to install a clear coating on masonry, both inside and outside. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-9 TOWN OF I~IJTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold I ITEM I DESCRIPTION OFITEM ESTIMATED UNIT NO. (Fill In Unit Price Written In Words) QUANT TY Decrease or increase the length of the kennel wing by units of 4' in depth by full width of the wing. for / 4' If units Dollars Cents Option Method of Measurement: The quantity to be paid for under this item shall be per 4'LF I BID NO. CONTRACT 'A' - GENERAL UNIT PRICE I EXTENDED BID AMOUNT BID unit of 4' by full width of kennel wing (rooms 16, 17). Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Intent The Contractor shall provide all materials and labor to nstall a the full architectural details inherent in the cost of extending or reducir the size of the kennel wing. Option 6 Cat Box Furniture' ILS I I for ILS -------Dol-~'ars-- '-----'~ents ' I Method of Measurement: The quantity to be pa d for under this item shall be a lump sum as measured in place and accepted in accordance /~ith the specifications and drawings. Method of Payment: The method of payment will be % of work completed. ltent: The Contractor shall provide the cat boxes detailed on A8.2. I Option71 Signs (A1.4 Sign Schedule) for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The method of payment will be % of work completed. Intent: The Contractor shall provide signs as identified in sign schedules on A1.4 Option 8 Remove Classroom 12 for / SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per sf of Classroom 12 removal to include the elimination of doors ~M., #5, and #24 and window #11. Window #10 will be moved to end of C2. All MEP will be removed and gable will be maintained on r~ew wall elevation. Method of Payment: The method of payment will be % of work completed. This price shall constitute full compensation for furnishing all abet, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this ~pecification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-10 TOWN OF ~THOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM I ESTIMATED UNITI UNIT PRICE I EXTENDED BID AMOUNT I NO. (Fill in Unit Price Written in Words) QUANT TY BID Option 9 Add/Delete windows or skylights SF Increase/Decrease of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square foot cost attributed to windows and skylights as measured in place and accepted in accordance with the specifications and drawings. Cost to include the replacement of the window with full ~/all or roof construction and finishes. Windows may be identified separately by type and size. ~lethod of Payment: The quantity of windows and skylights completed or deleted as called for in the proposal form. Intent: The Contractor shall provide pricing for windows on a square foot basis or by individual units specifically identified by size and type. CONTRACT 'A' - GENERAL PF-I 1 TOWN OI~)UTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold .F"ITEM DESCRIPTION OF ITEM ESTIMATED ~10. (Fill in Unit Price Written in Words) QUANTITY I General Conditions and Mobilizations for ILS Dollars Cents - UNIT LS BID NO. CONTRACT 'B' - HVAC UNIT PRICE BID EXTENDED BID AMOUNT Method of Measurament~ The amount bid shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and inddentals necessary to mobilize, construction staging, m-mobilization to the constru~on site, meet all of Ihe general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site, b, Twenty Five Percent (25%) upon second padial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. Method of Maseurement: The quantity to be paid for under this item shall be lump sum for the Heating & Cooling Syst~rn installed and · ::cepted in accordance with the specifications and drawings. lilethod of Payment: The accepted Heating & Cooling System shall be measured and paid for at the contract unit pdce per lump sum bid as ~'~1.~. for in the proposal form. This pdce shall constitute full compensation for fumishing all labor, materials, tools and equipment necessary to ~isfactodly complete the work as shown on the contract drawings and described in this specification. Including the air handlem (AH), ~.Ondenser units (CU), unit heaters, all ductwork to and from units, boilers, heating hot water supply and return lines, refrigerant lines, piping, connections, setting, testing, balancing, and controls. intent: The Contractor shall furnish and install the heating and cooling systems complete as specified and shown on the drawings. TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items # 1 & fY2 NOTE: The Town of Southold reserves the dght to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'B' - H.V.A.C. PF-1 TOWN OF 'i~UTHOLD ANIMAl. SHEI.TER CONSTRUCTION itemized Proposal for; Town of Southold ITEM DESGRIPTION OF ITEM ESTIMATED N(~. ~Fill in Unit Pri~.~ Wriff~n in W~rd~ QUANTITY UNIT BID NO. CONTRACT 'C' - PLUMBING UNIT PRICE EXTENDED BID AMOUNT 1 General Conditions and Mobilizations t I LS [~ollars Cents ~c~.~c~ ~,~c~,~/~ ~ ~ '~ / 7 -- Method of ;'4e&6,~rement: The amount bid shall include supervision and management, on-going project-related expenses~, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b: Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 000 ~tent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2 Building P umbing I 1 Method of ~eas~rement: The quantity to be paid for under this item shall be lump sum for the Building Plumbing installed and accepted in accordance with the specifications and drawings. lllethod of Payment: The accepted Building Plumbing shall be measured and paid for at the contract unit price per lump sum bid as called for nathe proposal form. This price shalr constitute full compensation for furnishing all labor mater a s, tco[s and equipment necessary to tisfactorily comp ate the work as shown on the contract drawings and described in this specification. Including supply lines, waterline linsulation, waste lines, connection to septic line, all proposed plumbing fixtures, vent piping, inspections, water heater, feed to boilers, mixing valves and hose bibs. Intent: The Contractor shall furnish and install the Building Plumbing as specified and shown on the drawings. I . (includes Hydrant) LF I I 3 O0 o - Method of Measurement: The quantib/to be paid for under this item shall be linear foot unit price for the Proposed Water Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Water Service shall be measured and paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, hydrant installation, valves, testing, inspection and disinfecting. All fees to SCWA sha[I be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Water Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of the SCWA and SCDHS. CONTINUED ON NEXT PAGE CONTRACT 'C' - PLUMBING PF-1 TOWN OF~I~UTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'C' - PLUMBING ' Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO_ iFill in Unit Price WHiten in Wnrdsl QUANTITY RID 4 Proposed RPZ Device & Water Meter Vault I LS (includes 6" by-pass line) ,,s 17 oo- /7000- Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Proposed RPZ Device & SCWA specified Water Meter Vault installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed RPZ Device shall be measured and paid for at the contract unit price per lump sum bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including earthwork, pipe connections, $" by-pass pipe, RPZ enclceure/vault, RPZ device, water meter vault, hardware, insulation, testing and inspections. The electric circuit and heat tracing shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 6" Electric to RPZ Device". SCWA shall install the water meter. Intent: The Contractor shall furnish and install a fully approved, tested and operational RPZ Device & water meter vault as specified, shown on the drawings and to the approval of the SCWA and SCDHS. 5 Building Fire Suppression System 1 LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Fire Suppression System installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Fire Suppression System shall be measured and paid for at the contract unit price per lump sum ~)id as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this sbecification. Including connection to the building water supply line, valves, controls, inspections, testing, approvals, piping, heads and complete integration with the fire alarm system. The buiJding fire alarm system shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 5. Intent: The Contractor shall furnish and install a full approved, tested and operational Building Fire Suppression System as specified, shown 3n the drawings and to the approval of the Town Fire Marshall. 6 Proposed Gas Service & Site Restoration 1 LF Dollars Cents Vlathod of Measurement: The quantity to be paid for under this item shall be linear foot unit price for the Proposed Gas Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Gas Service shall be paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, valves, testing and inspection. All fees to Keyspan shall be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Gas Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of Keyspan and the Project Engineer. CONTINUED ON NEXT PAGE CONTRACT 'C' - PLUMBING PF-2 TOW. OF' UTHOLD .O. ANIMAL SHELTER CONSTRUCTION CONTRACT °C' - PLUMBING Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Ilnit Price WriffAn in Word~l QUANTITY Dollam" Cents WRITTEN IN WORDS Total all Pay Items # l- # 6 NOTE: The Town of Southolcl reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'C' - PLUMBING PF-3 TOWN OF S(:I~HOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'D' - ELECTRICAL* Itemized Proposal for: Town of Southold I ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilizations I LS for /LS Dollars Cents lifathod of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances, ~onding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General ,3onditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Pavment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site, b. Twenty Five Percent (25%) upon second partial payment request. c, Twenty Five Percent (25%) upon successful completion and acceptance of the project. ntent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2 Temporary Electric Service I LS for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum for the Temporary Electric Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Temporary Electric Service shall be paid for at the contract unit pdce per lump sum bid as celled for in the proposal form. This pdce shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily s~empleta the work as shown on the contract drawings and described in this specification, including connections to existing animal shelter rvice, 100 amp temporary service, frame, minimum of (4) four 20 amp circuits into the building for contractors use, removal of tamporary service when required and maintenance of system during construction, Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request, c. Twenty Five Percent (25%) upon removal of the temporary service, Intent: The Contractor shall furnish and maintain temporary 200 amp electric service for use by all trades during construction. The ~ervice shall be operational within 30 days from the full execution of Contract 'D'. 3 Building Electric & Communications I LS for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Electric & Communications installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Electric & Communications shall be measured and paid for at the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including circuits, connection to proposed equipment and mechanicals, phone line homeruns, computer line homeruns, lighting, and controls. Intent: The Contractor shall furnish a complete and approved Building Electric & Communications system as specified and shown on the drawings with Electricel Underwriters approval CONTINUED ON NEXT PAGE CONTRACT 'D' - ELECTRICAL PF-'I TOWN OF SO~IOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM NO. (Fill in Unit Price Written in Words) BID NO. CONTRACT 'D' - ELECTRICAL ESTIMATED I UNIT I UNIT PRICE I EXTENDED BID AMOUNT QUANTITY BID (outside building) I LS for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Telephone & Cabre Service installed and accepted in accordance with the specifications and drawings, Method of Pavment: The accepted Building Telephone & Cable Service shall be measured and paid for at the contract unit price per lump sum bid as celled for in the proposal form, This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, ~)ackfill, site restoration, cutting and patching of foundation wall, panels, end user fees (by Town), and connections. Intent: The Contractor shall furnish a complete and approved Building Telephone & Cable Service from Route 25 (Main Road) to the proposed animal shelter building as specified and shown on the drawings. Method of Me&$~,rement: The quantity to be paid for under this item shall be lump sum for the Building Fire Alarm System installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Fire Alarm System shall be measured and paid for at the contract unit pdce per lump sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including devices, connection to fire ~uppression system, testing, inspection, and approvals. Jlntent: The Contractor shall furnish a complete and approved Electrical Underwriters approval and the Town Fire Marshall. Building Fire Alarm System system as specified and shown on the drawings with 6IforDollars Electric to RPZ Device Cents /LS IllLS/ I Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Electrical Contractor to install a dedicated circuit from the new animal shelter building to the proposed RPZ device heater (located within the RPZ vaul{) installed and accepted in accordance with the specifications and drawings. !ethod of Payment: The accepted electric service connection to the RPZ Vault shall be paid for at the contract unit price per lump sum bid as called for in the proposal form. All costs associated with electric conduit runs, trenching, backfill, restoration, wires, splice boxes, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to ~he plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. Intent: The Contractor shall furnish and install an electric service connection to the heater located in the proposed RPZ vault as specified and shown on the drawings with Electrical Underwriters approval. TOTAL Dollars Cents WRITTEN IN WORDS J Total all Pay Items #1- #6 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after 'ward of the bid. CONTRACT 'D' - ELECTRICAL PF-2 SECTION 00300 - PROPOSAL PACKAGE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the. _-_~.__day't of /0f/°/t~ in the year 2007 before me, the undersigned, personally appeared, ~ ~.,tJ//(.(/~.~-o , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. Nota~ Publfc - State of New York No. O1 C06120030 00300 Proposal Package 9 of 14 SECTION 00310 - BIDDER'S QUALIFICATION STATEMENT Town of Southold The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. FIRM NAME: pp~ PRINCIPAL OFFICE: 0 PRINCIPAL OFFICERS A Corporation*'~'' A Partnership or Entity An Individual TITLE NAME ADDRESS BACKGROUND PROFESSION/TRADE ~ I~5~ b,y~O~.fll~,~- 5~'~P' How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? ~st trades, that you organization no ~&r~ally performs below: 3. Have you ever failed to complete any work awarded to you? [Y/). If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. /~/0 00310 SECTION 00310 - BIDDER'S QUALIFICATION STATEMENT 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. /x..90 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Teleohone # Telephone# Amount Completion % of Work 00310 SECTION 00310 - BIDDER'S QUALIFICATION STATEMENT List the construction experience of the principal individuals of your organization (particularlY the anticipated project supervisors): Individual's Name. Present Type of Work Position Years of For Which In What Of Office Experience Responsible Capacity 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? y,?_~ 10. Bank References: 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? /C) b 00310 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF NEW YORK COUNTY OF SUFFOLK ,]~O~_~.~' /¢~/~~ being dul~' swom deposes and says that he is the ,~.~-~"Tb ! 0 o.~ of .~_ ..~.:s,~ ~,~,~t(,~'~ teO~ contractor and mat ~swers to the foregoing questions and all s~t~m~nts ~erein conta~ed ~e tree ~d co~ect. (S~namre of person w~ned ~d) Sworn to before me this ~ day of~, 2007 Not~ Public ~~ Co~ission Expiration D~e: 00310 ARA PLUMBING CORP. FINANCIAL STATEMENTS For the fiscal years October 31, 2006 and 2005 VINCENT J. GIOE, CPA, PC -1- 7 VILLA LANE SMITHTOWN, NEON YORK (631) 979-28OO VGCPA~OPTONLINE.NET ! ! ! ! I I I I I I I I ! I · ACCOUNTANT'S REVIEW REPORT To the Board of Directors ARA Plumbing Corp. Seaford, New York I have reviewed the accompanying balance sheets of ARA Plumbing Corp. (a New York State "S" corporation) as of October 31, 2006 and 2005 and the related statements of income, retained earnings and cash flow for the fiscal years then ended, in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. All information included in these financial statements is the representation of the management of ARA Plumbing Corp. A review consists principally of inquiries of Company personnel and analytical procedures applied to financial data. It is substantially less in scope than an examination in accordance with generally accepted auditing standards, the objective of which is the expression of an opinion regarding the financial statements taken as a whole. Accordingly, I do not express such an opinion. Based on my review,'l am not aware of any matedal modifications that should be made to the accompanying financial statements in order for them to be in conformity with generally accepted accounting principles. Smithtown New York January 9, 2007 -2- ARA PLUMBING CORP. BALANCE SHEETS OCTOBER 31, 2006 and 2005 ASSETS CURRENT ASSETS Cash in banks Contract receivables (net of allowances of $25,000) Costs and estimated earnings in excess of billings on uncompleted contracts Prepaid expenses Federal tax refund receivable Prepaid taxes Prepaid insurance Total Current Assets 2006 2005 333,197 $ 106,835 2,044,311 804,918 514,364 381,871 - 10,910 18,696 29,366 5,915 - 13,262 15,005 2,929,745 1,348,905 PLANT AND EQUIPMENT (at cost) Tools and equipment Transportation equipment Office equipment less accumulated depreciation Total Plant & Equipment 11,391 4,350 75,591 4,051 91,033 4,350 (12,723) (435) 78,310 3,915 OTHER ASSETS Due from "ARA Plumbing and Heating Corp." Federal tax deposit Total Other Assets Total Assets 71,239 11,324 - 82,563 $ 3,008,055 $ 1,435,383 See accompanying notes and accountant's report ARA PLUMBING CORP.O BALANCE SHEETS OCTOBER 31, 2006 and 2005 LIABILITIES AND EQUITY ! ! ! ! ! ! I ! ! ! ! ! CURRENT LIABILITIES Accounts and retention payable Note payable - credit line Current portion of long-term debt Billings in excess of costs and estimated earning on uncompleted contracts Accrued expenses Accrued provision for loss contracts Due to "ARA Plumbing & Heating Corp." Total Current Liabilities 2006 2005 1,305,339 $ 385,790 350,524 25,000 13,262 132,706 59,732 123,896 39,261 2,199 - 19,169 - 1,947,095 509,783 51,962 1,999,057 509,783 LONG-TERM DEBT Installment loans payable, net of current portion Total Liabilities STOCKHOLDER EQUITY'S Common stock, no. par value, 200 shares issued and outstanding Retained earnings Total Stockholder's Equity Total Liabilities and Stockholder's Equity 10,000 10,000 998,998 915,600 1,008,998 925,600 $ 3,008,055 $ 1,435,383 See accompanying notes and accountant's report ARA PLUMBING CORP. STATEMENT OF INCOME AND RETAINED EARNINGS FOR THE FISCAL YEARS ENDED OCTOBER 31, 2006 and 2005 CONTRACT REVENUES EARNED COST OF REVENUESEARNED Management fees (decrease) increase "ARA Plumbing and Heating Corp." OPERATING EXPENSES OTHER(EXPENSE) Provision ~rlosscontm~s Interestexpense Gross profit Income from operations Total other (expense) Net income for the years ended Retained earnings - beginning of year Less: shareholder distributions Retained earnings, end of year 2006 2005 $ 8,056,592 $ 3,291,135 7,078,234 2,598,236 978,358 692,899 (90,408) 376,473 887,950 1,069,372 669,099 ' 466,196 218,851 603,176 (2,199) (30,414) (3,123) (32,613) (3,123) 186,238 600,053 915,600 481,918 (102,840) (166,371 ) 998,998 $ 915,600 See accompanying notes and accountant's report ARA PLUMBING CORP. II STATEMENT OF CASH FLOW FOR THE FISCAL YEARS ENDED OCTOBER 31, 2006 and 2005 Cash flows from operating activities: Cash received from contract activity Cash received from ARA Plumbing and Heating Corp Cash paid to .vendors and employees Interest expense Net cash received (paid) from taxes Net cash from operating activities Cash flows from investing activities: Cash outlay - purchase of equipment Net cash used in investing activities Cash flows from financing activities: Cash distributions paid to shareholder Principle payments on installment loans Stock subscriptions received Proceeds from bank credit line Net cash from financing activities Net increase (decrease) in cash Cash, beginning of year Cash, end of year 2006 2005 $ 6,757,680 $ 2,139,078 64,766 (6,718,208) (2,481,759) (30,414) (3,123) 16,079 (40,690) 25,137 (321,728) (15,807) (4,350) (15,807) (4,350) (102,640) (166,371 ) (5,652) 8,000 325,524 25,000 217,032 (133,371 ) 226,362 (459,449) 106,835 566,284 $ 333,197 $ 106,835 ! ! Supplementary information: The Company obtained direct dealer financing utilized for the purchase of additional equipment coating $70,876. See accompanying notes and accountant's report Bid Proposal - Last Page REFERENCES ARA PLUMBING & HEATING CORP. Answer"yes or"no"to the I'ollowing questions 2182 Jackson Avenue Seaford, New York 11783 List below all requested information for all projects completed in the last five (5) years for jobs of equal or greater size and value. This Reference List must be completed in its entirety and '~ submitted with Bid Proposal. If additional space is needed, this form can be reproduced. Please note the number of pages below, Contract Date Phone -~ h5 o Project/Location Owner ^rchitec~/Engineer Amount Completed Contact Name Number I ,~ Sanitation 5/5A NYC Sanitation Iffland,Kavanagh $2,743~431.00 ' 1992 Mosche Mille 212-944-2000 N Y Y Y lq Y Y Tabler Quad SONY Stonybrook Ehasz Giacolone $2,367,274.00 1997 Andy Spies 516-420-83831 N N N N Y Y QC Lab Dupont Merk Yorklyn $654,011.00 1997 Bill Pete 302-777-1923: N N N N Y Y Marks Laboratory Cold Spring Harbor Centerbrook $177~064.00 1998 Frank Russo 860-767-0175 N N N N Y Y Greenlawn FS Greenlawn FD Schaardt& Fullan $297,320.00 1998 Bob Fullan 516-541-8835 N N N N Y Y Kelly Quad SONY Stonybmok Ehasz Giacolone $2,031,348.00 1998 Andy Spies 516-420-8383 N N N N Y Y E. Nor~hport Library Northport Library Beatty Harvey $173,690.00 1998 Todd Harvey 212-563-0565 N N N N Y Y E. Quogue Elem. E. Quogue UFSD BBS $197~965.00 1998 Frank Reich 631-475-03491 N N N N Y Y Sachem Library Sachem Library Beatty Harvey $250,394.00 1999 Todd Harvey 212-563-0565 N N N N Y Y Valley Stream Schools Valley Stream SD John Gdllo $233~517.00 1999 John Grille 631-476-2161 N N N N Y Y Minor League Ball Pk SC. DPW Beatty Harvey $238,880.00 1999 John Van Velsor 212-563-0565. N N N N Y Y Wm Floyd HS Wm Floyd SD Thomas Associates $1,348,300.00 1999 Ron Philipbar 607-277-7'100 i N N N N Y Y Bay Shore Schools Bay Shore SD BBS $51~687.00 2000 Frank Farazzo 631-475-0349 ! N N N N Commack Schools Commack SD Thomas Associates $140~815.00 2000 Ken Montmss 607-277-7100 N N N N Y Y Cradle of Aviation NC. DPW Wiedersum $1,141,915.00 2000 Frank Stabile 631-434-7900 N Y Y N N Y Y St. Joseph St. Joseph CD Design $2,025,367.00 2001 Sister Helen Clanc~/ 631-273-1187 N N N N Y Y CDD CDD Fusion Amhitects $1,408~822.00 2001 Mike Lagnese 516-349-8808 N N N N Y Y AT & T AT & T Einhom- Jaffey $1,300,000.00 2001 Smith McCord 631-242-6632 N N N N Y Y SunyAmb. Surgery DASNY Urbahn Associates $607,015.00 2002 , Andy Spies 516-420-8383 N N N N Y Y Roslyn Schools Roslyn School Dist Hillier Group $594~568.00 2002 Thomas Galinski 516-625-6326 N N N N Y Y Multiplex- Holtsville Nat'lAmusements Beacon $423,342.00 2002 Frank Russo 631-981-3785 N N N N Y Y West Middle Island Longwood CSD Wiedersum $741~431.00 2003 Rich Campisi 631-345-2679 N N N N Y Y Ridge School Longwood CSD Wiedersum $589,291.00 2003 Rich Campisi 631-345-2679 N N N N Y Y Herricks School Herdcks CSD John Grille $491,600.00 2003 Jim Brown 516-248-4525 N N N N Y Y Ward Melville Three Village CSD Burton Behrendt Smith $258,061.00 2003 John Fleming 631-474-7500 N N N N Y Y ARA PLUMBING CORPORATION 2182 JACKSON AVE SEAFORD, NY 11783 TEL 516-826-1602 FAX 516-826-1601 JOBS COMPLETED CONTRACT DATE JOB NAME OWNER GCICM AMOUNT ARCHITECT COMPLETED Bay Shore Middle School Bay Shore UFSD M.H Kane 34,680.00 Burton Behrendt & Smith January-O§ Roof Drains 631-563-7575 Deborah Kane North Shore University Hosp. North Shore University Michael Anthony 73,190.00 M.J.C.L. Amhitects December-05 Glen Cove Hospital Contracting 516-746-4777 Dennis McNult7 Floral Park Village Hall Floral Park Village AWL Industries, Inc. 26,496.00 Lizardos August-05 Alterations 718-388-5500 Bob Nickerson Madison Square Station NY Facilities Services Pav-Lak Contracting Inc. 32,234.00 CTS Group June-05 Post Office-Alterations USPS 631-434-7300 Peter Pavlakis JFK Airport Deicing Facility Port Authority of NY & NJ Sullivan and Nickel 1,179,423.00 DY Consultants March-06 Construction Co. North Fork Bank North Fork Bank VRD Contracting Inc. 54,887.00 JRS Architects, P.C. July-0§ Alterations 631-956-7000 Mark Foster Gold Coast Public Library Gold Coast Public Library Triton Construction 111,328.00 Beatty Harvey December-05 631-218-2820 Jeff Kaye Radio City Post Office NY Facilities Service Pav-Lak Contracting, Inc. 107,778.00 CTS Group November-05 Alterations USPS 631-434-7300 Peter Pavlakis Guitar Center L.I.R.R. W.H.M. Plumbing 59,146.00 Ives Group December-05 Atlantic Terminal 631-473-3568 William Mauff ARA PLUMBING CORPORATION 2182 JACKSON AVE SEAFORD, NY 11783 TEL 516-826-1602 FAX 516-826-1601 JOBS COMPLETED CONTRACT DATE JOB NAME OWNER GC/CM AMOUNT ARCHITECT COMPLETED Barnes and Noble Barnes and Noble E.W. Howell 51,350.00 Mcnerney Basmajian November-05 516-921-7100 Architects Joe Sellers Restaurant Depot Restaurant Depot Aurora Contractors, Inc. 516,787.00 ~,rch Design Architects December-05 631-981-3785 Barney ReJll¥ St, Chades Hospital Catholic Health Services Weidersum Associates 27,000.00 Weidersum Associates December-05 631-474-6352 Chris Capone~]ro Cathedral Gardens Cathedral Gardens of Rosenbaum Design 585,724.00 Rosenbaum Design April-06 RVC Inc. Group Group 631-968-4242 Rob Cuideo C.W. Post-Conolly Building Long Island University Sullivan and Nickel 121,932.00 Mojo-Steumer Assoc. January-06 Construction Co. Joe Napodano 631-738-7720 Ambulatory Care Pavilion Stony Brook University Pav-Lak Contracting Inc. 233,543.00 Cannon May-06 Additions & Alterations Hospital 631-434-7300 Peter Pavlakis Plainview Fire Maintenance Plainview Fire Dept. Triton Construction 188,255.00 H2M Group March-06 831-218-2820 John Famoso California Pizza Kitchen California Pizza Shawmut Construction 190,000.00 Aria Group Architects June-06 617-622-7000 Alyssa Parker Mitchell ParkMarina Village of Greenport BJLAArchitects 103,472.00 BJLAArchitects July-06 914-906-7616 Bruce Levy ARA PLUMBING CORPORATION 2182 JACKSON AVE SEAFORD, NY 11783 TEL 516-826-1602 FAX 516-826-1601 JOBS COMPLETED CONTRACT DATE JOB NAME OWNER GCICM AMOUNT ARCHITECT COMPLETED USPS JFK Canopy U.S.P.S. Pav-Lak Contracting, Inc. 37,500.00 CTS Group September-06 631-434-7300 Peter Pavlakis North Shore University Hosp. North Shore University Sullivan & Nickel 287,237.00 Lizardos Engineering November-06 Hospital 631-738-7750 Timber Point Golf Course Parks Maintenance Ward Associates 88,217.00 Ward Associates, P.C. Oct-06 Operations Facility 631-563-4800 Larry Feele¥ Baldwin Sr. High School Baldwin UFSD Park East Construction 47,808.00 H2M Group Aug-06 631-756-8000 Saverio Belflore Carle Place High School Carle Place UFSD Advanced Consulting 66,244.00 B.B.S. Architects Oct-06 516-546-3221 Frank Marino Cold Spring Harbor Library Cold Spring Harbor Sullivan & Nickel 186,803.00 Beatty, Harvey & Assoc. Oct-06 Library 631-738-7750 John Szekalski New Academic Building Hofstra University E.W. Howell Co., Inc. 277,021.00 Thanhauser,Esterson, Dec-06 516-921-7100 Kapell Arthitects Joe Sellers Staples Stillwell Ave Staples W.H.M. Contracting 81,000.00 Kenneth Park Dec-06 ARA PLUMBING CORPORATION 2182 JACKSON AVE SEAFORD, NY 11783 TEL 516-826-1602 FAX 516-826-1601 PAGE 1 JOBS IN PROGRESS -AS OF 12/31/06 CONTRACT CONTRAC'r % JOB NO. JOB NAME OWNER GC/CM AMOUNT DATE ARCHITECT COMPLETED 3015 106 Rescue Wing-Pods Dept. of Army AWL Industries Inc 71,062.00 12/20/2004 H2M Group 83.00% 718-388-5500 Sulaiman, Mohammed 3016 106 Rescue Wing-Helicopter Dept. of Army AWL Industries Inc. 271,187.00 8/8/2004 H2M Group 84.00% 718-388-5500 Sulaiman, Mohammed 3028 Smithtown Schools Smithtown CSD McClave, McClave Eng. 332,648.74 3/15/2005 B.B~S. Architects 94.00% 631-475-0349 Frank Sheridan 3047 Westhampton Beach Westhampton Beach Triton Construction 900,342.00 6/7/2005 BBS Architects 98.00% High School U.F.S.D. 631-218-2820 Michael Reed 3051 Ambulatory Care Phase ll Stony Brook University Pav-LakContractinglnc. 598,256.00 7/13/2005 Cannon 99.00% Hospital 631-434-7300 3053 ' West Hampton Beach E.S. Westhampton Beach Tdton Construction 202,262.00 9127/2005 B.B.S. Amhitects 97.00% U .F.S.D. 631-218-2820 Michael Reed ~ 3054 Wave Hill Maintenance NYC Dept. Of Design & NYC Dept. Of Design & 149,217.00 8/25/2005 O.D.A Architects 91.00% Garage Construction Construction 3060 Cooper Station Post Office U.S.P.S. Pav-Lak Contracting, Inc. 240,376.00 9/27/2005 CTS Group 99.00% ~31-434-7300 Peter Pavlakis 3070 Center for Nanomaterials Brookhaven Nat'l Lab E.W. Howell Co., Inc 899,933.00 11/9/2005 HDR Architecture, Inc. 75.00% 516-921-7100 Kevin McKenna 3075 James Wilson Young M.S. Bayport-BluePointUFSD Park East Construction 224,817.00 12/30/2005 Weidersum Associates 82.00% ARA PLUMBING CORPORATION 2182 JACKSON AVE SEAFORD, NY 11783 TEL 516-826-1602 FAX516-826-1601 PAGE 2 JOBS IN PROGRESS -AS OF 12131106 CONTRACT CONTRACT % JOB NO. JOB NAME OWNER GCICM AMOUNT DATE ARCHITECT COMPLETED 3076 Blue Point E.S. Bayport-BluePointUFSD Park East Construcfion 69,017.00 12/30/2005 Weidersum Associates 59.00% r 3085 Hewlett Point Park, Phase-3 Town of Hempstead Cashia Associates, P.C. 109,817.00 1/30/2006 Cashin Associates 83.00% Dept. of Parks and 631-348-7600 Recreation 3088 Hay Barn Phase-3 NYS Parks, Recreation NYS Parks 197,717.00 3/1/2006 Ward Associates 90.00% & Historic Preservation 3094 LIRR Atlantic Terminal MTA LIRR Stonewall Contracting 469,950.00 LIRR - Architects 39.00°~ 718-460-3300 3098 Shiro of Japan Shire of Japan In House 276,377.00 3/8/2006 Liu Architect, P.C 98.00°/~ Cooper 8000 LLC J.A. Faccibene & Assoc. 3109 Flight 587 Memorial NYC Department of URS Corp. 283,475.00 5/7/2006 Kaitsen Woo 87.00% Design & Construction 212-946-0395 Jay Gewirtzman ~ 3112 South Farmingdale Fire Dist South Farmingdale Triton Construction Co. 128,500.00 5/9/2006 H2M 49.00% Headquarters Fire District 3113 Islip Arts Building Suffolk County In House 159,503.00 5/15/2006 !BJLJ Engineering 92.00% Community College 3115 South CountrT Schools South Country School SchoolConstruction 1,124,517.00 5/17/2006 ~ViedersumAssociates 31.00% Phase-I District Consultants ARA PLUMBING CORPORATION 2182 JACKSON AVE SEAFORD, NY 11783 TEL 516-826-1602 FAX516-826-1601 PAGE 3 JOBS IN PROGRESS - AS OF 12/31/06 JOB NO. JOB NAME OWNER GCICM AMOUNT DATE ARCHITECT COMPLETED 3116 Good Sam Peds Clinics Good Sam=i;~, Hospital Good Samaritan Hospital 261,900.00 5/22/2006 In House 88.00% 3124 Chemical Dependency & Nassau University Gilbane Building Company 113,517.00 6/14/2006 In House 88.00% Adult Psych. Medical Center 3125 Hui'~b~ Graduate Hof~t~a University E.W. Howell Co. Inc. 951,000.00 10/23/2006 Hillier Amhitects 2.00% Residence Hall 3127 South Count~ Schools South Country School SchoolConstruction 168,500.00 5/17/2006 WiedersumAssociates 22.00% Phase-I Disbict Consultants 3130 IKEA Brooklyn One Beard Street, LLC Aurora Contractors, Inc. 2,575,000.00 8/24/2006 Greenberg Farrow 0.00% 265 Davidson Ave Somerset, NJ 08873 3131 Henry Perkins Concem for Independent Sullivan & Nickel 566,400.00 10/5/2006 DeLaCour & Ferrara 2.00% Living Construction Co. 91 Atlantic Ave Brooklyn, NY 11201 3132 Half Hollow Hills Schools Half Hollow Hills C.S.D. T.G. Nickel & Assoc. 861,817.00 10/5/2006 B.B.S. Architects 26.00% Chestnut Hill, Vanderbilt & Forest Park ElementaryI 531-738-7750 631-475-0349 3138 Toure School of Osteopathic Toure College E.W, Howell 603,953.00 7/24/2006 Robert Feuer, P.C. 73.00% Medicine 212-930-1050 3141 Timber Point Golf Course Suffolk County Dept. of 54,617.00 8/8/2006 Stephen Astuto, R.A., 33.00% Phase I Plublic Works Architects 3145 Conscience Point Marina Town of Southampton Cashin Associates, P.C. 210,817.00 8/30/2006 Cashin Associates, P.C. 23.00% ARA PLUMBING CORPORATION 2182 JACKSON AVE SEAFORD, NY 11783 TEL 516-826-1602 FAX 516-826-1601 PAGE 4 JOBS IN PROGRESS -AS OF 12131106 JOB NO. JOB NAME OWNER GCICM AMOUNT DATE ARCHITECT COMPLETED 3147 Nassau County Police ADA Nassau County Dept. of Nassau County Dept. of 43,817.00 12/27/2006 David Swift 0.00o/~ Compliance Public Works Public Works r 3156 Stony Brook Power Plant State UniYer~ity of Pa¥-Lak Contracting Inc. 70,000.00 1111712006 $'I-V 0.00o/~ Roof New York 631-434-7300 3160 Hunter College-Roosevelt Dormitory Authority Dormitory Authority 991,317.00 12/21/2006 James Stewart Polshek 0.00% House State of New York State of New York & Partners I 3161 Feinstein Institute for North Shore - Long Island IBarr &Barr, Inc 525,000.00 12/26/2006 Kadsberger 0.00% Medical Research Jewish Health System 212-563-2330 ARA PLUMBING CORP TRADE REFERENCES Davis & Warshow 57-22 49~ Street Maspeth, NY 11378 718-937-9500 Gilmour Supply 152 Forty First Street Brooklyn, NY 11232 718-832-7900 Green Art Supply 1044 Merrick Road Baldwin, NY 11510 516-223-3660 Pam Thermal Products Box 400 Aquebogue, NY 11931 631-722-4627 MAIN OFF1CE & WAREHOUSE 2182 JACKSON AVE. SEAFORD, NEW YORK 11 (516) 826~1602 FAX (516) 826-1601 NYC OFFICE O228-11 LINDEN BLVD, BRIA HEIGHTS, NEW YORK 1 I41 ! (718) 352-8202 ARA PLUMBING CORP Bonding Company Fidelity and Deposit Company of Maryland Suite 200 300 Broadacres Drive Bloomfield, New Jersey 07003 201-338-6000 Bonding Agent Allied Coverage Corporation 390 North Broadway Jericho, New York 11753-2110 516-733-9200 Bank State Bank of Long Island 2 Jericho Plaza Jericho, New York 11753 Attn: Ms. Maria Billiris 516-465-2375 MAIN OFFICE & WAREHOUSE 2182 JACKSON AVE. SEAFORD, NEW YORK 117 (516) 826-1602 FAX (516) 826-1601 NYC OFFICE ~ 228-11 LINDEN BLVD. CI~RJA HEIGHTS, NEW YORK 11411 (718) 352-8202 ECTION 00300 - PROPOSAL PACKA~ VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. J(' PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: TITLE If a partnership: PARTNERSHIP NAME: ,)~//~ LIST PARTNERS NAMES: 00300 Proposal Package 3 of 14 ~CTION 00300 - PROPOSAL PACKAGE Town of Southold New Town of Southold Animal Shelter BID OPENS: ]~/~ec~# ~, ,2007 REMINDER NOTE.*!!: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is' included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you! 00300 Proposal Package 1 of 14 SECTION 00300 - PROPOSAL PACKA~ BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. 00300 Proposal Package 2 of 14 ~CTION 00300 - PROPOSAL PACKAGE ADDRESS RECORD FORM MAIL BID TO: TELEPHONE: E-MAIL: ONLY if different - M_AIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: CONTACT: E-MAIL: ONLY if different - M.AH, PAYMENT TO: ADDRESS: ///t~ TELEPHONE: FAX: CONTACT: E-MAIL: 00300 Proposal Package 4 of 14 SECTION 00300 - PROPOSAL PACKAGE ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification'that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other m~micipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: ] Insurance Certificate as requested is attached [~I certify that I can supply insurance as specified if awarded the bid [] Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTI~O~ SIGNATURE 00300 Proposal Package 5 of 14 ~CTION 00300 - PROPOSAL PACKAI~E AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that pemon to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 9. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any fu'm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my fu'm is made in good faith and not pursuant to any agreement or discussion with, or inducement fi.om any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services fi'om any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an fh'm or person to refrain from bidding or to submit a complementary bid on this project. $. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my fu'm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. T~igning this bid, under the penalties ofperjmy, affirms the truth thereof. ~ /~'~.~[~-~_-~'~ SWORN TO BEFORE ME THIS Sigmlt~rej,~ompany Posi~qog. ~.~ _ *i'~',lame ~ ~ompany Position Company Name ,-..t ~ate~i~e~ Federal I.D. Number 00300 Proposal Package 6 of 14 PROPOSAL FORM TOWN OF SOUTHOLD ANIMAL SHELTER VENDOR ADDRESS: ~'~ t_~ ~H/~' TELEPHONE NUMBER: ~___~,_q~-.~; ~ FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessal~ and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in ~uch case a copy of the resolution must be attached; ifa partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated 00300 Proposal Package 7 of 14 ~CTION 00300 - PROPOSAL PACK~E Project Requirements/Biddin.q Guidelines New York law dictates that bidding by contractors for public projects exceeding a total cost of $50,000 requires a multiple prime contracts as described by Wick's Law. Lump sum pricing will be provided by discipline specific contractors in accordance with MEP and civil engineering scopes described below as separate "contracts". The Town of Southold will be responsible for assembling individual contracts with contractors to whom the project has been awarded. The lump sum price bids under ALL Payment Items shall include supervision and management, on- going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements, and shall comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. NOTE: THE TOWN OF SOUTHOLD RESERVES THE RIGHT TO INCREASE, DECREASE, OR ELIMINATE IN ITS ENTIRETY ANY OR ALL ITEMS PRIOR TO OR AFTER AWARD OF THE BID. 00300 Proposal Package 8 of14 TOWN OF SII~I'HOLD ANIMAL: SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM NO, DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) General Conditions and Mobilizations for ILS Dollars Cents ESTIMATED QUANTITY Method of Measurement: The amount bid shall include supervision and management, omgoing I bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, all of the general requirements set forth under Division 1, compl~ Conditions of the Contract and demobilize from the construction site upon successful corr BID NO. CONTRACT 'A' - UNIT PRICE EXTENDED BI BID insurances, ~d General Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Pement (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Pement (25%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification perations. Site Demolition -Area "A" for ILS Dollars Cents Method of Measurement: The quantity to be paid for under thi~ and Removals) within Area "A" as defined sum for the Site Demolition (including Clearing/Grubbing ;pacifications. Method of Payment: The quantity of accepted Site Demolition at the contract unit pdce per lump sum bid as called for in the labor, materials, tools and equipment necessary to satisfactori ~ecification. Includin tting, pavements, all items in conflict with clean-up, construction layout and sawcutting. and Removals) shall be measured and paid for This price shall constitute full compensation for furnishing all as shown on the contract drawings and described in this protection of traffic, removals of frees, brush, root mat, saw (as defined by the Contract Drawings), debris removal Inten~he Contractor shall remove and dispose of a shown on the Construction Drawings while ~edestrians during items as required for installation of the proposed items in Area "A" as controlled access to the site with maintenance and protection of traffic and 2B for Dollars Method of Measurement: The, and Removals) within Area "B" "B" ILS I LS Cents ) sum for the Site Demolition (including Clearing/Grubbing on the Contract Drawings and accepted in accordance with the specifications. Method of Payment: The [including Clearing/Grubbing and Removals) shall be measured and paid for at the contract unit price I ) sum bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools ry to satisfactorily complete the work as shown on the contract drawings and described in this specification. Includil y fencing, maintenance and protection of traffic, removals of trees, brush, root mat, saw cutting, pavements proposed construction in Area "B" (as defined by the Contract Drawings), clean-up, layout and sawcutting. Inten~he r shall remove and dispose of all existing items as required for installation of the proposed items in Area "B" as gs while maintaining controlled access to the site with maintenance and protection of traffic and Ig the entire length of construction. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-I / TOWN OF ~ITHOLD BID NO. / ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - GENERAL / Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM ESTIMATED UNITt UNIT PRICE I EXTENDED/~IDAMOUNT NO. (Fill in Unit Price Written in Words) QUANT TY BID // 3 I 1 LS J for /LS Dollars Cents )n, ncassified Excavation & Site Preparation, Unclassified Excavation and Embankment Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Site Embankment measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Site Preparation, Unclassified Excavation & Emb~ the contract unit price per lump sum bid as called for in the proposal form. This price shall constitute materials, tools and equipment necessary to satisfactorily complete the work as shown on the * specification. Including Licensed Land Surveying, layout, rough grading, site cut-to-fill and meeting the proposed grades. and paid for at g all labor, and described in this polls removal, compaction Intent: The Contractor shall perform all necessary earthwork and grading ~n the drawings. 4 Site Drainage- Structures, Piping and Frames/Grates for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this ~rates/frames) measured in place and accepted in accordance with the: order to meet all proposed grades as shown sum for the Site Drainage Systems (structures, pipe and Ilethod of Payment: The quantity of accepted Site Drainage ~he contract price per lump sum bid as called for in the proposal form. ~,ompaction, connections, parging including earthwork * ' :ost for under this payment item. pipe and grates/frames) shall be measured and paid for at layout, earthwork, excavation, backfilling, ~g piping and clean-up shall be included in the lump sum Intent: The Contractor shall install the , level and grades as shown and detailed on the Construction Drawings. 5 Concrete Curb 480 for Dollars Method of Measurement: The quantity to be paid f and accepted in accordance with the drawings. e number of lineal feet of Concrete Curb measured in place Method of Payment: The quantity of acce shall be measured and paid for at the contract unit price per linear foot bid as ;ailed for in the proposal form. This price sh,,~l compensation for furnishing all labor, materials, tools and equipment necessary :o satisfactorily complete the work as show/on the contract drawings and described in this specification. Including earthwork and rough ;t. rading. / ,ntent: The Contractor shall instal~e proposed concrete curb to the grade and limits as shown on the Construction Drawings. / CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-2 TOWN OF Si~I'HOLD ANIMAL SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GEN Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE NO. (Fill in Unit Price Written In Words) QUANTITY BID 6 I Reinf°rcedC°ncreteSidewalk I 3'700forDollars Cents /SF Method of Measurement: The quantity to be paid for under this item shall be the square feet finished .'oncrete sidewalk measured in place and accepted in accordance with the specifications and drawings. EXTENDED BID Method of Payment: The quantity of accepted concrete sidewalk shall be measured and as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materia necessary to satisfactorily complete the work as shown on the contract drawings and described in this s subgrede preparation, earthwork, reinfomement (6x6 wire mesh), edging, broom finish, the installation, )rotection of work. tools and equipment Including layout, )anels, clean-up and ntent: The Contractor shall install the 4" thick reinforced concrete sidewalk to the limits shown on t 7 6" Reinforced Concrete Slab 700 for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall slabs measured in place and accepted in accordance with the s Drawings. d surface area for 6" reinforced concrete Method of Payment: The quantity of accepted 6" thick reinforced concrete square foot bid as called for in the preposal form. This pdce shall constitute full, equipment necessary to satisfactorily complete the work as sh layout, subgrede preparation, earthwork, formwork, edging, specified finish 'ork. measured and paid for at the contract unit price pe shing all labor, materials, tools and ~ and described in this specification. Including reinforcement (as specified), clean-up and protection of Intent: The Contractor shall install the proposed concrete slabs to the lit the Construction Drawings. 6" Recycled Concrete Aggregate Subbase Material (Type 1 NYSDOT) for Dollars Cents Method of Measurement: The quantit aggregate subbase material measured in 13,000 all be the square feet finished surface area for 6" recycled concrete a specifications and drawings. Method of Payment: The quantity of accepted 6" r ggregate subbase material (Type 1 NYSDOT) shall be paid for at the contract unit price per square foot bid as This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to an the contract drawings and described in this specification. Including survey la placement, compaction, finegrading, clean-up and protection of work. Intent: The Contractor shall install the 6/cycled concrete aggregate subbase layer to the limits shown on the Construction Drawings, I CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-3 TOWN OF ~ITHOLD ANIMAL' SHELTER CONSTRUCTION BID NO. CONTRACT 'A' - GENEI; ITEM NO. 9 Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM (Fill In Unit Price Written in Words) Proposed Sanitary Systems 1 LS for ILS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a lump sum or the )lace and accepted in accordance with the specifications and drawings. ESTIMATED UNITI UNIT PRICE I EXTENDED B QUANT TY BID 3asis of Payment: The Proposed Sanitary System (outside building) shall be paid for at the contract the proposal form. This price shall constitute full compensation for fumishing all satisfacto,'ily complete the work as shown on the contract drawings and described in this s inspections, controlled backfill and installation of all specified structures (tanks, leachin The installation of all intedor drains and piping shall be paid for under Contract "C", Item No. 2 ' Including piping, connections, (2) systems. Intent: The Contractor shall install the proposed sanitary systems (outside buildin Construction Drawings. 10 4" Topsoil Layer I 34,000 for /SF Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall ccordance with the specifications and drawings. SCDHS Standards and shown on the uars foot of area where topsoil is proposed in lethod of Payment: The quantity of accepted 4" thick topsoil layer al :or in the proposal form, This price shall constitute f satisfactorily complete the work as shown on the contract drawings iboratory testing of soil, recommended ammendments to soil, fin paid for at the contract unit price per square foot as called all labor, materials, tools and equipment necessary to ;pecification. Including furnishing of topsoil, clean-up and protection of work. The Contractor shall install the 4" the Construction Drawings. 6" Concrete Filled Bollards for lEA Dollars 8 EA Method of Measurement: The quantity to be p be for each concrete-filled steel pollard installed and accepted in The quantity of acce I concrete-filled steel bollards shall be paid for at the contract unit price for each complete installation as called for in the This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to on the contract drawings and described in this specification. Including layout, earthwork, concrete, steel bollan ~ainting, refectorized tape, clean-up and protection of work. Intent: The ( Construction Drawings. ed concrete-filled steel pipe bollards to the grades, lines and elevations as shown on the CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF,.4 TOWN OF S~i~I'HOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' - G/E~ERAL Itemized Proposal for: Town of Southold I ITEM I DESCRIPTION OF ITEM I ESTIMATED UNITI UNiT PRICE I EXTENDE. J~ BID AMOUNT NO. (Fill in Unit Price Written in Words) QUANT TY BID r 12 Proposed 3' High White Vinyl Picket Fence 200 LF for /LF Dollars Cents vinyl picket fencing Method of Measurement: The ¢ installed as measured and accepted in accordance with the specifications and drawings. Basis of Payment: The quantity of accepted 3' high white vinyl picket fencing shall be called for in the proposal form. This price shall constitute full compensation for furnishing all labor, to satisfactorily complete the work as shown on the contract drawings and described in this: n~terials (posts and fence sections), footings, hardware, gates, cleanup and protection price per linear foot bid as tools and equipment necessary Including earthwork, layout, fence Intent: The Contractor shall install the proposed 3' high white vinyl picket fencing as req~ Construction Drawings. 13 Animal Shelter Building Construction for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall slabs, wall and roof construction, doors, windows, ceilings, accepted in accordance with the specifications and drawings. the specifications and as shown on the sum for the building construction, including foundation, as separate line items Method of Payment: The quantity of accepted work shall subcategory item. This price shall satisfactorily complete the work as shown on the paid for at the contract as a percentage of work completed per all labor, materials, tools and equipment necessary to s and described in this specification. itent: The Contractor shall perform all necessary work in specifications. 14 Animal Shelter Kennel Unl for Dollars Method of Measurement: The ¢ installation of kennel caging, 1 ILS under this item shall be lump sum for the coordination, preparation, manufacture and under the furniture fixture schedule. Method of Payment: To be paid 50% to the site, 50% upon satisfactory full installation. This price shall constitute full compensation for furnishing all coordin/a[ion, ~aoor, ~ manufacture, shipping costs, tools and equipment necessary to satisfactorily complete the work as shown on the/~ntract drawings and described in this specification. / Intent: The Contractor shall pro~e all materials and labor to install indoor and outdoor kennel runs provided as par[ of the building. ! J CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-5 TOWN OF ~ITHOLD ANIMAl. SHELTER-CONSTRUCTION BID NO. CONTRACT 'A' - GENI Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OFITEM NO. (Fill in Unit Price Written in Words) t5 Animal Shelter Animal Equipment and Furnishings for ILS Dollars Cents ESTIMATED UNIT UNIT PRICE QUANT TY BID Method of Measurement: The quantity to be paid for under this item shall be individual prices for items Cabinetry/Furnishing/misc. Fixtures schedule on A1.4, with the lump sum being listed here and a attached. Price to include site preparation, manufacture, shipping and installation of all items in full ~ EXTENDED Schedule item number order. Method of Payment: To be paid 50% upon delivery to the site, 50% upon satisfactory full insta compensation for providing all coordination, labor, materials, manufacture, shipping satisfactorily complete the work as shown on the contract drawings and described in this .~ This price shall constitute full parts and equipment necessary to Intent: The Contractor shall provide all materials and labor to install; 16 Epoxy Floor/wall coating for ILS Dollars Cents Method of Measurement: Per Square Foot. Pdce to include site standards. rnatedals, shipping and installation of all items to industry Method of Payment: To be paid a percentage of work completed. 'I labor, materials,tools, and equipment necessary to specification. pensation for providing all coordination, on the contract drawings and described in this tent: The Contractor shall ~poxy floor and wall coating as referenced in the contract documents. TOTAL Dollars Cents NOTE: The Town award of the bid. Total Pay Items #1 - #16 ht to increase, decrease, or eliminate in its entirety any or all items prior to or after CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-6 TOWN OF S~I'HOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' Itemized Proposal for: Town of Southold I ITEM I DESCRIPTION OF ITEM I ESTIMATED UNIT] UNIT PRICE I EXTENDED NO, (Fill in Unit Price Written in Words) QUANT TY BID CONTRACT 'A' - BID ALTERNATES Alt. 1 Walkway Pavers for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished surface a measured in place and accepted in accordance with the specifications and drawings. Pavers Method of Payment: The quantity of accepted Walkway Pavers shall be measured and paid for at the ( as called for in the proposal form. This price shall constitute full compensation for fumishing necessary to satisfactorily complete the work as shown on the contract drawing= subgrade preparation, earthwork, steel edging, clean-up and protection of work. per square foot bid tools and equipment Including layout, Intent: The Contractor shall install the proposed walkway pavers to the limits shown on the, gs. Alt. 2 Asphalt Shingle Roof Reduction for Dollars Cents /LS Method of Measurement: The quantity to be paid for under this item shall accordance with the specifications and drawings. sum as measured from the drawings and accepted in Method of Payment: The method of payment will b labor, materials, foundation, tools and equipment necessary to satisfactodl described in this specification. e full compensation for furnishing all ~lete the work as shown on the contract drawings and Intent: The Contractor shall remove the metal reoflng from the job and ~ with undedayment and ice shield, installed as per manufact labor, materials, tools and equipment necessary to satisfactodl 110 mph/40 year minimum warranty asphalt shingles :ull compensation for furnishing all d and described in this specification. Alt. 3 Stainless steel countertops LS Increase for Dollars Cents Method of Measurement: The quantit accordance with the specifications and drawings. a lump sum as measured from the drawings and accepted in Method of Payment: The method of abor, materials, foundation, tools and e¢ Jescribed in this specification. pleted. This price shall constitute full compensation for furnishing all y to satisfactorily complete the work as shown on the contract drawings and Intent: The Contractor shall remove ' located in all animal rooms and animal care service areas. 3acksplashes shall be integral to the~op plywood underlayment with holes cut for sinks, etc. shall be provided. This price shall constitute 'ull compensation for furnishing ell ~lbor, materials, tools and equipment necessary to satisfactorily complete the work as described and :iescribed in this specification. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-7 TOWN OF ~iITHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OFITEM ESTIMATED UNIT UNIT PRICE I EXTENDED BI NO. (Fill In Unit Price Written In Words) QUANT TY BID Alt. 4 Alternative Acoustic Material - Pyrock Increase of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be per square feet as measured from in accordance with the specifications and drawings. and accepted Method of Payment: The method of payment will be % of work completed. This price shall constitut tabor, materials, foundation, tools and equipment necessary to satisfactorily complete the work as shown described in this specification. Intent: The Contractor shall remove the acoustic coating in the base contract and This will entail an alternate substrate approved by the manufacturer (cement board). This price furnishing all ~abor, materials, tools and equipment necessary to satisfactorily complete specification. Alt. 5 Screened Subangular Stone Pavement Increase of /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item = stone pavement areas as measured in place and accepted Method of Payment: The quantity of accepted Subangular Stone bid as called for in the proposal form. Includin edging, clean-up and protection of work. ~tent: The Contractor shall install the proposed suban Construction Drawings. urnishing all the contract drawings and I~c. Acoustement 40, 1" thick, white. described in this ce area for screened subangular :lrawings. paid for at the contract unit pdce per square foot filter fabdc installation, subangular stone (as specified), grades, lines and limits as shown on the Alt. 6 Framed gables Increase of Dollars Cents Method of Measurement: The ( framed gables as measured in place and accepted shall be the lump sum cost for replacing masonry gables with standard "lrawings. Method of Payment: The quantity of accepted Additional design work required for the framed Southold. Framed gable drawing~ ables shall be paid as % of work ccmp[eted as called for in the proposal form. arged by the design team as a reimburaible expense to the Town of ,flor to awarding the bid to insure accurate pricing. Intent: The Contractor shall install the The framed gables to include R19 insL paint or acoustic treatment, exterior gable ends rather than masonry gables as shown on original Construction Drawings. double sills, inside sheathing of hardi backer board in kennels, 5/8" FRGWB other locations, fiber cement board with I x 2 cedar battens 2' O.C. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-8 TOWN OF SOrHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'A' -GENERAL Itemized Proposal for: Town of Southold I ITEM I DESCRIPTION OF ITEM I ESTIMATED UNIT I UNITBiPDRICE I EXTEND,~ID AMOUNT NO. (Fill in Unit Price Written in Words) QUANT TY Option Crushed Bluestone Walkways SF J / for /SF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be the square feet finished ~ area for crushed bluestone walkways as measured in place and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Crushed Bluestone Walkway shall be p~ called for in the proposal form. In(~luding layout, subgrade preparation, filter fabric installation, clean-up and protection of work. price per square foot bid as (as specified), edging, Intent: The Contractor shall install the proposed crushed bluestone walkway to the grades Drawings. limits as shown on the Construction Option Pergola for ILS Dollars Cents Method of Measurement: The quantity to be paid for under thi~ with the specifications and drawings. lump sum as measured in place and accepted in accordance Method of Payment: The method of Intent: The Contractor shall provide the pergola detailed on A I '~)ption 3 Add or Delete Epoxy floorir for Dollars Method of Measurement: The the base bid amount. /SF SF per square foot, representing either an increase or decrease in Method of Payment: The method of % of work completed. Intent: The Contractor shall provide materials and labor to install an epoxy floor and wail coating as referenced in the contract documents. Option 4 amount. for Delete ry Coating /SF Cents The quantity to be paid for under this item shall be per square foot, representing a decrease in the base bid Intent: The method of payment will be % of work completed. provide all materials and labor to install a clear coating on masonry, both inside and outside. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-9 TOWN OF ~ITHOLD ANIMAL SHFLTER CONSTRUCTION BID NO. CONTRACT ITEM NO. Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM (Fill in Unit Price Written In Words) Decrease or Increase the length of the kennel Option 5 wing by units of 4' in depth by full width of the wing. for / 4' If units Dollars Cents ES 'M^T=DI U.'TI QUANTITY 4'LF UNIT PRICE BID AMOUNT BID Method of Measurement: The quantity to be paid for under this item shall be per unit of 4' by full Method of Payment: The method of payment wil~ be % of work completed. This labor, materials, tools and equipment necessary to satisfactorily complete the work as shown specification. Intent: The Contractor shall provide all materials and labor to install a the full the size of the kennel wing. Option 6 Cat Box Furniture for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item sh with the specifications and drawings. '). for furnishing all gs and described in this inherent in the cost of extending or reducin sum as measured in place and accepted in accordance Method of Payment: The method of payment will be Intent: The Contractor shall provide the cat boxes detailed on A8 Option 7 for Dollars Cen Method of Measurement: The quantity to be paid with the spec ficat OhS and draw ngs. IMethod of Payment: The method of Intent: The Contractor shall provide signs; Signs (A1.4 Sign Schedule) LS r under this item shall be a lump sum as measured in place and accepted in accordance gn schedules on A1.4 Option 8 for Method Joors g4, #5, and #24 ~ew wall elevation. 12 SF / SF Cents ~' to be paid for under this item shall be per sf of Classroom 12 removal to include the elimination of window #11. Window #10 will be moved to end of C2. All MEP will be removed and gable will be maintained on payment will be % of work completed. This price shall constitute full compensation for furnishing ali to satisfactorily complete the work as shown on the contract drawings and described in this CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL PF-10 TOWN OF SOrHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM I DESCRIPTION OF ITEM I ESTIMATED I Ut NO. (Fill in Unit Price Written in Words) QUANTITY CT 'A' - GENERAL IIT~UNIT PRICE I EXTENDED BID AMOUNT BID Option 9 Add/Delete windows or skylights /SF Increase/Decrease of /SF //~ Dollars Cents Method of Measurement: The quantity to be paid for under this item~f~all be the square foot cost attributed to windows and skylights as measured in place and accepted in accordance with the specificatio~;~4 and drawings. Cost to include the replacement of the window with full ~,all or roof construction and finishes. Windows may be identifie~parately by type and size. Method of Payment: The quantity of windows and skyligh~ompleted or deleted as called for in the proposal form. Intent: The Contractor shall provide pricing for wini~n a squaro foot basis or by individual units specifically identified by size and type. CONTRACT 'A' - GENERAL PF-11 TOWN OF.UTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold lITEM ,NO. t DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) General Conditions and Mobilizations for ILS Dollars Cents ESTIMATED QUANTITY Method of Measurement: BID NO. HVA~ CONTRACT 'B' - UNIT U NI TB~)DRIC E LS labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of ~ Contract and demobilize from the construction site upon successful completion of the project. EXTENDED/Bit) AMOUNT / insurances, bonding, meet all of the Method of Pawnent: Payment for this item will be made in thres (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second papal payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the l[~nt: This bid item shall facilitate requirements of Division 01000 of the s construction operations. Heating & Cooling Systems (complete) for ILS Dollars Cents The quantity to be paid for under this item ~pec~fications and drawings. be lump sum for the Heating & Cooling System installed and form. This pdce shall constitute full, I complete the work as shown on the /~denser units (CU), ,, setting, testing, balancing, and controls. and paid for at the contract unit price per lump sum bid as ali labor, materials, tools and equipment necessary to and described in this specification. Including the air handlers (AH), heating hot water supply and return lines, refrigerant lines, piping, The Contractor shall furnish and and cooling systems complete as specified and shown on the drawings. TOTAL NOTE: awardofthebid. Dollam Cents Total all Pay Items # t & #2 ight to increase, decrease, or eliminate in its entirety any or all items prior to or after CONTRACT 'B' - H.V.A.C. PF-I TOWN OF ~JTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold ITEM /Fill in Unit Price Wrifl~n in Wnrd~i QUANTITY BID NO. CONTRACT 'C' - PLUMBING UNIT PRICE EXTENDED BID AMOUNT BID DESCRIPTION OF ITEM General Conditions and Mobilizations __ for Slx {-~ "J~ l I~'.~ ILS ESTIMATED UNIT LS Do~ars Cents Method of Measurement: The amount bid shall include supervision and management, ongoing project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Pavmant: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mQbilizatJon to the site. b. Twenty Five Percent (25%) upon second papal payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. ~tent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. 2 .uildingelumbing .--. I 'S Il for~ ?~v~_.zl~. Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be lump sum for the Building Plumbing installed and accepted in ~ccordance with the specifications and drawings. Method of Pavment: The accepted Building Plumbing shall be measured and paid for at the contract unit price per lump sum bid as called for n the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to ~[astiSfactorily complete the work as shown on the contract drawings and described in this specification. Including supply lines, waterline ulation, waste lines, connection to septic line, all proposed plumbing fixtures, vent piping, inspections, water heater, feed to boilers, mixing valves and hose bibs. Intent: The Contractor shall furnish and install the Building Plumbing as specified and shown on the drawings. 3 Proposed 8" Water Service & Sits Restoration I LF Jincludes Hvdrant) ~_ t for~--~~f~.~ /LF Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be linear foot unit price for the Proposed Water Service installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Proposed Water Service shall be measured and paid for at the contract unit price per linear foot bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satistactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe instsllation, hydrant installation, valves, testing, inspection and disinfecting. All fees to SCWA shall be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrede elevations as shown on construction drawings. Intent: The Contractor shall furnish and install the Proposed Water Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of the SCWA and SCDHS. CONTINUED ON NEXTPAGE CONTRACT 'C' - P,UMBING PF-1 ITEM NO. 4 TOWN OF~UTHOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM tFill in Unit Price Written in Wnrd~ Proposed RPZ Device & Water Meter Vault -- (jnclu~.des 6" by-pass lin.e)_ _ Dollars Cents BID NO. CONTRACT 'C' - PLUMBING EXTENDED BID AMOUNT ESTIMATEDQUANTITYUNIT UNITi~iD PRICE 1 IS Method of Measurement: The quantity to be paid for under this item shaft be lump sum for the Proposed RPZ Device & SCWA specified Nater Meter Vault installed and accepted in accordance with the specifications and drawings. Method of Pavment: The accepted Proposed RPZ Device shall be measured and paid for at the contract unit price per lump sum bid as :ailed for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary }atJsfactodty complete the work as shown on the contract drawings and described in this specification, Including earthwork, pipe connections, 6" by-pass pipe, RPZ enctceure/vault, RPZ device, water meter vault, hardware, in,,s..u, lation, testing,, and inspections. The electdc circuit and heat tracing shall be installed by the Electrical Contractor and paid under Contract D, Item No, 6 Electric to RPZ Device". SCWA shall instal the water meter. Intent: The Contractor shall fumish and install a fully approved, tested and operational RPZ Device & water meter vault as specified,.shown or the drawings and to the approval of the SCWA and SCDHS. 5 Building~:ireSuppressi°n"S~'tem I ILS~/~j. .-, . .r_ for ....~-VZ, f~ ILS Dollars Cents Msthod of Meaeurement; The quantity to be paid for under this item shall be lump sum for the Building Fire Suppression System installed and accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building Fire Suppression System shall be measured and paid for at the contract unit price per lump sum )id as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment ~ecessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including connection to the building water supply line, valves, controls, inspections, testing, approvals, piping, heads and complete integration with the fire alarm system. The building fire alarm system shall be installed by the Electrical Contractor and paid under Contract "D", Item No. 5. Intent: The Contractor shall furnish and install a full approved, tested and operational Building Fire Suppression System as specified shown on the drawings and to the approval of the Town Fire Marshall Method of Measurement: The quanti~ to be paid for under this item shall be linear foot unit pri~ for the Propos~ Gas Semi~ ~nsta[l~ and ac~pted in a~ordan~ with the specifi~tions and drawings. ~ ~ ~ Method of Pavment: The accepted Proposed Gas Service shall be paid for at the contract unit price per linear foot bid as celled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including trenching, site and specified road restoration, pipe installation, valves, testing and inspection, All fees to Keyspan shall be paid directly by the Town. Road restoration to include compacted recycled concrete aggregate to proposed subgrade elevations as shown oo construction drawings. Intent: The Contractor shall furnish and install the Proposed Gas Service complete from Route 25 (Main Road) to the Building as specified, shown on the drawings and to the approval of Keyspan and the Project Engineer. CONTINUED ON NEXTPAGE CONTRACT 'C' - PLUMBING PF-2 TOWN OF ~JTHOLD BID NO. ANIMAL SHELTER CONSTRUCTION CONTRACT 'C' - PLUMBING Itemized Proposal for: Town of $outhold /Fill in Unit Price Written in Wordst QUANTITY RID Dollars /~/~,'~"'~o/1¢~ ~.~cO Cents WRITTEN IN WORDS Total all Pay Items # 1- # 6 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'C' - PLUMBING PF-3 TOWN OF S(:~HOLD BID NO. ANIMAL SHELTER'CONSTRUCTION CONTRACT 'D' - ELEC Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BIDFAMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID / t General Conditions and Mobilizations I LS / for ILS Dollars Cents Method of Measurement: The amount bid shall include supervision and management, on-going project-related ej~(~ensas, insurances, =onding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging re-mobilization/o the construction s ta, meet a~ll of the general requirements set fort~, under Division 1, coon~ply '~'ith all conditions set forth in the Conditions ~t'Contract and General ~ond~tions of the Contract and demob~hze from the construction s~te upon successful completion of the proje/~. / Method of Payment: Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. Intent: This bid item shalt facilitate requirements of Division 01000 of the specification and co, ruction operations. 2 Temporary Electric Service I LS / for ILS / Dollars Cents Me.'.%od of Me&~arament: The quantity to be paid for under this item shall be a/~mp sum for the Temporary Electric Service installed and accepted in accordance with the specifications and drawings. / Method of Payment: The accepted Temporary Electric Service shall be I:~id for at the contract unit price per Jump sum b d as ca ed for in th~ proposal form. This price shall constitute full compensation for fumishin~'all labor, materials tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described iryfhis specification. Including connections fo existing animal shelter ~ervice, 100 amp temporary service, frame, minimum of (4) four 20 a~p circuits into the building for contractors use, removal of temporary service when required and maintenance of system dudng construct/~n. / Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the si~ b. Twenty Five Percent (25%) upon second partial paym~t~t request. c. Twenty Five Percent (25%) upon removal of the tem~rary / ntent: The Contractor shall furnish and maintain t~m,..p_e!,e.ct_n.~.c,s,.,ervice for use by all trades dudng construct on The service shall be operational within 30 days from the/~ll execution of Contract 'D'. ! 3 Building Electric & Com~)a/nications I LS / for~ __ ~/LS Dollars / Cents Method of Measurement: The quant~ to be paid for under this item shall be lump sum for the Building Electric & Communications installed and accepted in accordance with th~pecifications and drawings. / Method of Payment: The acce/eted..Buildin._g. Electric & Communications shall be measured and paid for at the contract unit price per ump sum bid as celled for in the pr~.os, al?rr~ This pdce shal] constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily c~. plat? tha wor~ as. shown on the contract drawings and described in this specification, including c rcu ts, connection to proposed~ipmant and mechanicals, phone line homeruns, computer line homeruns, lighting, and controls. / Intent: The Contract/er shall furnish a complete and approved Building Electdc & Communications system as specified and shown on the drawings with Electr. ycal Underwriters approval. / CONTINUED ON NEXT PAGE CONTRACT 'D' - ELECTRICAL PF-1 TOWN OF SOI~IOLD ANIMAL SHELTER CONSTRUCTION Itemized Proposal for: Town of Southold DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) Building Telephone & Cable Service (outside building) for ILS Dollars Cents ESTIMATED QUANTITY BID NO. CONTRACT 'D' - ELECTR UNIT PRICE EXTENDED BID BiD .The quantity to be paid for under this item shall be lump sum for the Buildin and accepted in accordance with the specifications and drawings, ed The accepted Building Telephone & Cable Service shall be measured and paid for a ~um bid as celled for in the proposal form. This price shall constitute full compensation for fumishin ~ecessary to satisfactorily complete the work as shown on the contract drawing , site restoration, cutting and patching of foundation wall, panels, end user fees ~ contract unit price per lump tools and equipment Including trenching, Intent: The Contracfor shall furnish a cemplete and approved Building Telephone & shelter building as specified and shown on the drawings, 25 (Main Road) to the Building Firs Alarm System for ILS Dollars Cents The quantity to be paid for under this item accepted in accordance with the specifications and drawings. Method of Payment: The accepted Building called for in the proposal form. This pdce shall constitut as shown on the contract drawin suppression system, testing, inspection, and approvals. __ The Contractor shall furnish a complete and a Electrical Underwriters approval and the Town Fire sum for the Building Fire Alarm System installed and paid for at the contract unit pdce per Jump sum bid as all labor, materials, tools and equipment necessary to described in this specification. Including devices, connection to fire Fire Alarm System system as specified and shown on the drawings witi* Electric to RPZ Device for ILS Dollars ~, w, of Measurement: The quantity to,J;~ paid for under this item shall be lump sum for the Electrical Contractor to install a dedicated circuit from the new animal shelter buildin~o the proposed RPZ device heater (located within the RPZ vault) installed and accepted in accordance with the specifications and/~awings. / Method of Payment: The accepte~l/electric service connection to the RPZ Vault shall be paid for at the contract unit price per lump sum bid as called for in the proposal form. Al~(~st,s..a~sociatad with electdc conduit runs, trenching, backfill, restoration, wires, splice boxes, provide new service runs, outlet installations/and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/~as directed by the Engineer shall be included in the price bid for this Item. / Intent: The Contractor shrill furnish and install an electric service connection to the heater located in the proposed RPZ vault as specified and ~n the drawings.~th Eleclrical Underwriters approval. TOTAL / / Dollars Cents WRITTEN IN WORDS Total all Pay Items #1- #6 NOTE: The Town of Southold reserves the dght to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. CONTRACT 'D' - ELECTRICAL PF~2 ~CTION 00300 - PROPOSAL PACKAGE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the ~ day of . in the year 2007 before me, the undersigned, personally appeared, _~Ot//tat'/ /././'~4]J]2 , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. Notary Public, State of New York Qualified in Suffolk County No. 01FL5052452 Commission Expires November 27, 20..~ 00300 Proposal Package 9 of 14 Town of $outhold The signatory of this questionnaire certifies under oath the troth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: ~!/i ~ff /~ 6t~P . A/~o.rp;ration~ .~ ,l ~/ e.-~J t, I/] /~ ..,~_ ].-,~.. APartnershiporEntity FIRM NAME:/~//'~ .~/tt,q~ ~/~,d ~ (~tgr!~ An Individual PRINCIPAL OFFICE: ~t/~/ ~:~C~l~~ ~/¢,~. PRINCIPAL OFFICERS: TITLE NAME -- ,~t~ADDRESS BACKGROUND PROEESSlO CrV E 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? List trades that you organization normally performs below: Have you ever failed to complete any work awarded to you? _A]b. If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. /X~O 00310 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. 6. List the major construction projects your organization has underway at this date: Project Scheduled Completion .~u.~t,~ee ,aoo7 Name off Engineer/ Owner Architect Contract Percent # Amount Name ~~11 Telephone C~ 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telenhone # Telephone~ Amount Completion % of Work ///o7 00310 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Position Years of Individual's Name Of Office Experience Type of Work For Which In What Responsible Capacity Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: old 11. Trade Association Membership: 12. Has yo~ fi~ ewr be~n inw~fi~d by th~ N~w Yor~ ~m~e D~pa~m~n~ of L~bor for prev~Hing w~g~ m~ vinl~tin~? If y~s, wh~? ~m w~s th~ ~ulc~me of the inv~stig~fio~? ~O 00310 13. Attach current state of f'mancial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF NEW YORK COUNTY OF SUFFOLK ~///~/~* ~, ~//~P~ being duly s~on),del~osers and says that heis thd ~'~t~tdetl P answers to the foregoing questions and all statements thereto contamed are tree and correct. (Si~/of person who signed bid) e this ,2007 Sworn to before~ ~(_~ay of& Nota. P blic Commission E~afion DatW [ JANICE FLYN / / No. 01F~5052452 ~ Comm~ion Expires Nor.tuber 2Z, 20~ 00310 W. F1. M. Plumbing & Healing Contractors, Inc. 6H Enterprise Drive East Setauket, New York 1I 733 Ph: (631) 473-3568 Fx: (631) 473-3762 LIST OF EQUIPMENT 0 }VNED: ELECTRIC MANL1FTS RIDGID 300 POWER DRIVES RIDG1D ROLL GROOVERS DC ELECTRIC ARC WELDERS WALK BEHIND SAWCUTFING MACHINE TAMPERS POWER WASHERS GENERATORS TRA S H P UMP EXCAVATOR ~ HITACHI 220L HITACHI 330 EXCAVATOR- 595 JOHN DEER TRENCHFNG MACHINE COMPACTORS CAT BACKHOE 426B/CASE 590E CAT D4 BULLDOZER CORE DRILL MACH~ES ldSER LEVELS CAT 950 ?A I' LOADER DEMOLITION 14MMM~RS (PNEUMATIC & ELECTRIC) GASOLfNE CUT OFF SAWS OXY- ACEITLENE TORCHES FORKLIFTS SCA FFOLDING ROUST ABOUT HOISTS 655 FORD BACKHOE (;ARGO BOXES FORD 490 BACKHOE DEWATERING EQU]PMENT /PUMP MAC K CH lO WHEELER MACK CL TRAILER 50 TON TR/dL~'t~S 22 TON TRAILERS' OFFICE TRAILERS d L L EQU]PMENT IS M~JNTA IN£D IN EXCELLENT OPE]M TING C'ONDI770N AND IS, FOIe. INSPECTION AT THE ABOVE' ADDR~ EDUCATION: WORK H1STOR Y: William H. Mauff 39 Fairway Drive Port Jefferson, New York 11777 (631) 474-2575 Local One Union Plumbing Apprenticeship Program Midtown, Manhattan, New York, New York Certificate of Completion - September 1975 - 1978 Suffolk Community College Selden, New York 11784 Major - Architectural Drafting Fall of 1975 - One Semester Vocational B. O. C.E.S. Dix Hills, New York Major - Commerical Art Degree - Honorary Certificale of Completion September ]973 - June ]975 W. tt.M. Plumbing & Heating Contractors, Inc. 6 H Enterprise Drive East Setauket, New York 11 733 Title - Owner & President Project Coordinator - Estimator - Purchaser Liscensed and bonded since ] 984 Fenley & Nichol Deer Park, New York Title - Journeyman Responsibilities: Installation of fiberglass gasoline tanks and fiberglass piping, process piping dune 1983 - September 1984 Seaboard Mechanical Chicago, Illinois Title - General Foreman Responsibilities: Supervise all men - coordinate projects, high risers January 1981 - May 1983 Sewage treatment plants Nagel Bush Plumbing Hollywood, California Title - Foreman Responsibilittes Superwse cdl men - coordinate projects, high msers, October 1979 - December ]980 commerical retad R. Lenny Plumbing Stony Brook New Fork Title - Journeyman Responsibilities: Lay out jobs - Installation of all sanitary systems Domestic water supply. Installation qf ga3 piping systems and process piping. Decernber 1980 - July 1978 F.R.P. Plumbing & Heating Hicksville, New York Title - Apprentice Responsibilities: ]nstallalion of plurnbing systerns, cornrnerical June 1976 -July 1978 & Residential. Plumbing Licenses: Islip Oyster Bay Babylon Brookhaven North Hernpstead Suffolk County Cedarhurst Glen Cove S. C.D.P. kE - Sewer license Huntington Hempstead Massapequa Park Mineola Great Neck Florida Freeport New Jersey Cedarhurst GEORGE STATE OF NEW YORJ( FNSUJ~kNCE DEPARTMENT I~0 WEST BROAJ)W^Y NEW YOP3(., NEW ¥ORJ( I~i3 EO~A.,~D J. HURL Circular LeLter No. 8 June 7, 1995 TO: ALL LICEMSED PROPERTY AffD CASUALTY INSURERS RE: THE USE Of CERTIFICATES OF INSURANCE It has come to our attention that some cities, counties, and other organizations require as a condition of doing business that insured parties produce certificates of Insurance on forms that appear to alter the terms of the actual policy. Some of these certificates incorporate 'hold harmless' agreements or other clauses that alter the language of the policy, or tnclude statements that the wording of the certificate will control ~n the event of any inconsistency or conflict between the certificate and the policy Insurers are advised that certificates of Insurance should be used only to provide evidence of Insurance in lieu of an actual copy of the applicable insurance policy_ Certificates should not be used to amend, expand, or otherwise alter the terms of the actual policy. A cert~ficate of Insurance that tlstS the pertlnen't coverage terms as they appear In the actual policy IS not considered a policy form that requires the. Superlntendent's prior approval. However, One that amends, expands or otherwise alters the terms of the applicable insurance policy constitutes a policy form, which must be filed vlth the Superintendent of Insurance in accordance with Section 2307(b) of the Insurance Lay. Questions or comments on this subject may be directed to: Alwyn Codrlngton. Senior [xamtner Property & Casualty Insurance Bureau New York State InSurance Department 160 Nest §roadway New York, NY 10013 Phone: 212-602-8744 FAX: W.H.M. PLUMBING & HEATING CONTRACTORS, INC. FINANCIAL STATEMENTS JUNE 30, 2006 AND 2005 VINAS & COMPANY W.H.M. PLUMBING & HEATING CONTRACTORS, INC. CONTENTS Review Report of Certified Public Accountants Financial Statements Balance Sheets at June 30, 2006 and 2005 Statements of Income and Retained Earnings for the Six Months Ended June 30, 2006 and2005 Statements of Cash Flows for the Six Months Ended June 30, 2006 and 2005 Notes to Financial Statements Supplementary. Information Accountants' Report on Supplementary Information Schedule of Earnings From Contracts for the Six Months Ended June 30, 2006 Schedule of Contracts Completed during the Six Months Ended June 30, 2006 Schedule of Contracts in Process at June 30, 2006 Schedules of General and Administrative Expenses for the Six Months Ended June 30, 2006 and 2005 Page 1 2-3 4 5-6 7-12 13 14 15 16 17 VINAS & COMPANY VINAS & COMPANY Certified Public Accountants Christopher A. Vinas, CPA Jacqueline Lebow, CPA Christopher M. Savoia, CPA To the Stockholder W.H.M. Plumbing & Heating Contractors, Inc. East Setauket, New York We have reviewed the accompanying balance sheets of W.H.M. Plumbing & Heating Contractors, Inc. as of June 30, 2006 and 2005, and the related statements of income and retained earnings and cash flows for the six months then ended, in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. All information included in these financial statements is the representation of the management of W.H.M. Plumbing & Heating Contractors, Inc. A review consists principally of inquiries of Company personnel and analytical procedures applied to financial data. It is substantially less in scope than an audit in accordance with generally accepted auditing standards in the United States of America, the objective of which is the expression of an opinion regarding the financ'ial statements taken as a whole. Accordingly, we do not express such an opinion. Based on our reviews, we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with generally accepted accounting principles. West Babylon, New York October 27, 2006 -1- 155 Farmingdale Road * West Babylon, NY 11704 Tel: 631-422-6700 · Fax: 631-422-6788 Member: American Institute of Certified Public Accountants * New York State Society af Certified Public Accountants BALANCE SHEETS V1NAS & COMPANY W.H.M. PLUMBING & HEATING CONTRACTORS, INC. BALANCE SHEETS JUNE 30, 2006 AND 2005 ASSETS CURRENT ASSETS: Cash and cash equivalents Contract receivables, less allowance for doubtful accounts in the amount of $42,701 and $44,956 for 2006 and 2005, respectively Costs and estimated earnings in excess of billings on uncompleted contracts Total Current Assets PROPERTY AND EQUIPMENT, net OTHER ASSETS: Long-term contract receivables, less allowance for doubtful accounts in the amount of $373,206 and $266,576 for 2006 and 2005, respectively Security deposit Total Other Assets 2006 2005 $1,136,055 $ 726,602 2,556,444 Z95Zl11 461,371 404,737 4,153,870 4,083,450 417,319 321,081 33Z664 444,294 5,760 5,760 343,424 450,054 $4,914,613 $4,854,585 LIABILITIES AND STOCKHOLDER'S EQUITY CURRENT LIABILITIES: Accounts payable Corporate taxes payable Billings in excess ot costs and estimated earnings on uncompleted contracts Accrued expenses and other current liabilities 2006 2005 $1,396,486 $1,057,525 2,500 2,500 23,036 49,617 4,745 101,559 1,426,767 1,211,201 Total Liabilities CONTINGENCIES STOCKHOLDER'S EQUITY: Common stock - no par value; 200 shares authorized, 100 shares issued and outstanding Retained earnings 7,000 7,000 3,480,846 3,636,384 Total Stockholder's Equity 3,487,846 3,6431384 $4,914,613 $4,854,585 See accountants' review report and notes to financial statements. -3- VINAS & COMPANY W.H.M. PLUMBING & HEATING CONTRACTORS, INC. STATEMENTS OF INCOME AND RETAINED EARNINGS FOR THE SIX MONTHS ENDED JUNE 30, 2006 AND 2005 CONTRACT REVENUES EARNED CONTRACT COSTS GROSS PROFIT ON CONSTRUCTION GENERAL AND ADMINISTRATIVE EXPENSES INCOME FROM OPERATIONS OTHER INCOME (EXPENSE): Interest income Interest expense Total Other Income NET INCOME RETAINED EARNINGS, BEGINNING OF YEARS LESS: DIVIDEND DISTRIBUTIONS RETAINED EARNINGS, END OF PERIODS 2006 2005 $5,723,347 $4,000,650 4,996,463 3,352,476 726,884 648,174 662,913 625,165 63,971 23,009 1,915 1,717 (174) -0- 1,741 1,717 65,712 24,726 3,639,915 3,772,067 3,705,627 3,796,793 224,781 160,409 $3,480,846 $3,636,384 See accountants' review report and notes to financial statements. -4- VINAS & COMPANY W.H.M. PLUMBING & HEATING CONTRACTORS, INC. STATEMENTS OF CASH FLOWS FOR THE SIX MONTHS ENDED JUNE 30, 2006 AND 2005 CASH FLOWS FROM OPERATING ACTIVITIES: Cash received from construction contracts Interest income received Cash Received From Operating Activities Cash paid for contract costs Cash paid for general and administrative expenses Interest paid Cash Disbursed For Operating Activities NET CASH PROVIDED BY OPERATING ACTIVITIES CASH FLOWS FROM INVESTING ACTIVITY: Purchase of property and equipment NET CASH USED IN INVESTING ACTIVITY CASH FLOWS FROM FINANCING ACTIVITY: Cash paid for dividend distributions NET CASH USED IN FINANCING ACTIVITY NET INCREASE IN CASH CASH, BEGINNING OF YEARS CASH, END OF PERIODS 2006 2005 $5,246,274 1,915 5,248,189 (3,916,269) (756,852) (4,673,295) 574,894 (28,959) (28,959) (224,781) (224,781) 321,154 814,901 $1,136,055 $3,677,769 1,717 3,679,486 (2,722,186) (535,003) (3,257,189) 422,297 (207,750) (207,750) (160,409) (160,409) 54,138 672,464 726,60~ See accountants' review report and notes to financial statements. -5- VINAS & COMPANY W.H.M. PLUMBING & HEATING CONTRACTORS, INC. STATEMENTS OF CASH FLOWS FOR THE SIX MONTHS ENDED JUNE 30, 2006 AND 2005 2006 2005 RECONCILIATION OF NET INCOME TO NET CASH PROVIDED BY OPERATING ACTIVITIES: NET INCOME ADJUSTMENTS TO RECONCILE NET INCOME TO NET CASH PROVIDED BY OPERATING ACTIVITIES: Depreciation and amortization Increase in contract receivables Decrease (increase) in costs and estimated earnings in excess of billings on uncompleted contracts Decrease in prepaid expenses and other current assets Increase in accounts payable Increase (decrease) in billings in excess of costs and estimated earnings on uncompleted contracts (Decrease) increase in accrued expenses and other current liabilities Total Adjustments NET CASH PROVIDED BY OPERATING ACTIVITIES $ 65,712 $ 24,726 72,470 21,245 (542,252) (63,024) 101,537 (132,015) 40,000 -0- 1,008,299 610,556 16,959 (87,419) (187,831) 48,228 509,182 397,571 $ 574,894 $ 422,297 See accountants' review report and notes to financial statements. -6- V1NAS & COMPANY Listed below are projects W.H.M. Plumbing & Heating Contractors, Inc. has under construction at the present time. Contract Amount: Project: Percent Complete: Contractor: $850,000. O0 Mastic Pool Mastic, New York 95% Town of Brookhaven 1 Independence Hill Farmingdale, New York 11738 Contract Amount: Project: Percent Complete: Contractor: $543,042.00 Nassau County Courthouse Westbury, New York 65% Nassau County Department of Public Work~' 1194 Prospect Avenue Westbury, New York Contract Amount: Project: Percent Complete: Contractor: $381,914.00 Bayport - Bluepoint High School RPZ Installation Bayport, New York 99% Wiedersum Associates Architect 200 Motor Parkway, Suite C-14 Hauppauge, New York 11788 Contract Amount: Project: Percent Complete: Contractor: $39~00~00 Long Island Railroad Mineola Intermodal Facility Mineola New York 98% Prismatic Development Corp. 60 Route 46 Fairfield New Jersey 07004 Contract Amount: Project: Percent Complete: Contractor: $855,000. O0 - Fire Protection $121,000. O0 - Plumbing Green Acres Mall - Phase II 2034 Green Acres Mall Valley Stream, New York 97% The Whiting - Turner Contracting Inc. 4 Gannett Drive, Suite 330 White Plains, New York Mr. Mike Courtney Ph: 914)696-0003 Contract Amount: Project: Percent Complete: Contractor: $31Z250,00 324Sou&Serv~e Road MeNille, NewYork 40% Z Weiss Realty Corporation 105 Maxess Road Suite S121 Melville, New York 11747 Mr. Richard DiVenti Ph: 631)454-9400 Contract Amount: Project: Percent Complete: Contractor: $55 7, 000. O0 ~S. Merchant Marine Academy 300 Steamboat Road Kings Point, New York 44% Harbour Mechanical 230 West ] 7a' Street, 7th Floor New York, New York 10011 Pete Silletti Ph: 212)924-1010 Contract Amount: Project: Percent Complete: Contractor: $142,386.00 Southwest Sludge Treatment Plant - Phase I West Babylon, New York 40% Suffolk County Department of Public Works 335 Yaphank Avenue Yaphank, New York 11980 Ph: 631)852-4191 Contract .,1 mount: Project: Percent Complete: Contractor: $287, 000. O0 Wantagh Bridge Sloop Channel Wantagh, New York 45% Modern Continental Construction 600 Memorial Drive Cambridge, MA 02139 Nishant Baman Ph: 617,)864-6307 Contract Amount: Project: Percent Complete; Contractor: $ 780, 000. O0 Grease Interceptor/Lift Station Smith Haven Mall Lake Grove, New York 65% Mall Of Smith Haven LLC 115 West Washington Street Indianapolis, IN 46204 Ph: 317)685-7226 Contract Amount: Project: Percent Complete: Contractor: $5,800,000. O0 Belgrave Water Pollution Control District Plant Little Neck New York 44% Town of Hempstead 34-01 25ffh Street Little Neck New York 11363 Mr. Frank Bridges Ph: 516)487-2759 Contract Amount: Project: Percent Complete: Contractor: $3~135.00 Southside Hospital New Pain Expansion Bay Shore, New York 98% Michael Anthony Construction 161 Railroad Avenue Garden City, New York 10040 Peter Watala Ph: 516)746-4777 Contract Amount: Project: Percent Complete: Contractor: $127,800.00 Westhampton Beach High School Lilac Road Westhampton Beach, New York 50% ARA Plumbing & Heating 2182 Jackson Avenue Seaford, New York 11783 Mr. Bob Ruggiero Ph: 516)826-1602 Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: $102,344.00 Staples 31''t Street (Corner of 24'h Road Astoria, New York 50% DeMartino Construction Co., Inc. 182-13 Merrick Road Amityville, New York 11701 Mr. Anthony Zara Ph: 631)691-3500 Percent Complete: Contractor: Contract Amount: $175, 344. O0 John Z Mather Memorial Hospital 75 North Country Road Port Jefferson, New York 10% John T. Mather Memorial Hospital 75 North Country Road Port Jefferson, New York Norman Weiner Ph: 631)474-2743 Project: Percent Complete: Contractor: $77,000.00 Sloan-Kettering Memorial Hospital Cancer Care Center 650 Commack Road Commack, New York Submittal Stage Hunter Roberts Construction Group 2 World Financial Center. 6'h Floor New York New York 10281 James Palace Ph: 212)321-6831 Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: $64 770.00 Catholic Health Services Villa Renovations Rockville Centre, New York Submittal Stage Michael Anthony Construction 161 Railroad Avenue Garden City, New York 10040 Peter Watala Ph: 516) 746-4777 Percent Complete: Contractor: Contract Amount: $38,885. O0 Winthrop University Hospital Wound Care Center Mineola, New York Submittal Stage Michael Anthony Construction 161 Railroad Avenue Garden City, New York 10040 Jamie Ph: 516)746-4777 Project: Percent Complete: Contractor: $252,03Z00 Smith Haven Mall Phase ] Renovations 313 Smith Haven Mall Lake Grove, New York 58% E. W Howell Company, Inc. 1 ] 3 Crossways Park Drive Woodbury, New York 11797 Mr. Roger Lisi Ph: 516)921-7100 Contract Amount: Project: Percent Complete: Contractor: $162,267.00 Smith Haven Mall Lifestyle Village 313 Smith Haven Mall Lake Grove, New York 62% E. W. Howell Company, Inc. 113 Crossways Park Drive Woodbury, New York 11797 Mr. Roger Lisi Ph: 516)921-7100 Contract Amount: Project: Percent Complete: Contractor: $45,696. O0 Smith Haven Mail Macy's Furniture Gallery 313 Smith Haven Mall Lake Grove, New York Submittal Stage E. W. Howell Company, Inc. 113 Crossways Park Drive Woodbury, New York 11797 Mr. Roger Lisi Ph: 516)921-7100 Listed below are projects I~.H.M. Plumbing & Heating Contractors, Inc. has performed in the past few years: INSTITUTIONAL PROJECTS: Project: Contract Amount: Completed: Bellhaven Nursing Home Bellport, New York $1,460,000. O0 100% Name and Address Owner / Contractor: Twinco Building Corp. 200 Motor Parkway Hauppauge, New York 11788 Project: Skilled Nursing Facility - Renovations Yaphank, New York Contract Amount: $134,000. O0 Name and Address of owner / Contractor: County of Suffolk Dept of Public Works 335 Yaphank Road Yaphanlq New York Project: Contract Amount: Completed: St. Charles Hospital - Co Generation Plant Port Jefferson, New York $171,800. O0 100% Name and Address of owner / Contractor: Commander Electric 500 Johnson Avenue Bohemia, New York 1] 7]6 Project: Contract Amount: Comi)leted: Southside Hospital Brain Trauma Unit $160,000.00 100% Name and Address of Owner / Contractor: Turner Construction Co., Inc. 375 Hudson Street New York, New York 10014 Project: St. John's Episcopal Hospital Kidney Dialysis Unit Kings Park, New York Contracl Amount: 110,000.00 Completed: 100% Name and Address of Owner~ Contractor: Eugene Racanelli & Associates 200 Motor Parkway Hauppauge, New York 11788 Project: Contract Amount: Completed: VA Medical Center- Plumbing (Buildings 8 & 9 /New Addition for Bldg. 200) Northport, New York $1, lO0, 000. O0 100% Name and Address of Owner/Contractor: d Kokolakis Contracting, Inc. 585 Rt. 25A Rocky Point, New York 11778 Project: Contract Amount: Completed: East Street Pumping Station Patchogue, New York $134,900. O0 100% Name and Address of Owner/Contractor: Village of Patchogue 14 Baker Street Patchogue, New York l J 772 Project: Contract Amount: Completed: Sands Point Nursing Home Port Washington, New York $890,000. O0 100% Name and Address of Owner / Contractor: Kajima Construction Co., Inc. 900 Sylvan Avenue Englewood Cliffs, New Jersey 07632 Project: Contract Amount: Completed; Park Meadow, Sewage Treatment Plant Smithtown, New York $1,600,000. O0 100% Name and Address of Owner/General Contractor: Beechwood / 345 Building Corp. Smithtown, New York Contract Amount: Completed: Oak Pond Apartments - Sewer Forced Main & Pump Coram, New York $222, 600. O0 100% Name and Address of Owner~ Contractor: Giffon Associates, Inc. 570 Taxter Road Elmsford, New York 10523 Project: Contract Amount: Completed: East Northport Nursing Home East Northport, New York $1,610,000. O0 100% Name and Address of Owner/Contraclor: E.W. Howell Co., Inc. 2 Seaview Blvd Port Washington, New York ]]050 Project: Contract Amount: Completed: Great Neck Waste Water Treatment Plant $300,000. O0 100% Name and Address of Owner / Contractor: Great Neck Water District North Great Neck, New York Project: Contract Amount: Completed: Galleria Sewage Treatment Plant Smithtown, New York 1,800, 000. O0 100% Name and Address of Owner / Contractor: Avalon Properties 15 River Road Wilton, CZ 06897 Project: Greenport Sewage Treatment Plant Greenport, New York Contract Amount: $I, 366, 701. O0 Completed: 100% Name and Address of Owner~Contractor: Inc. Village of Greenport 236 Third Street Greenport, New York Project: Suffolk Community College Automotive Tech Center Selden, New York ContractArnount: $135,000.00 Completed: 100% Name and Address of Owner / Contractor: Suffolk County Community College College Road Selden, New York 11784 Project: Suffolk Community College Beta Gamma Buildings Brentwood, New York Contract Amount: $$ 75, 000. O0 Completed: ] 00% Name and gddress of Owner / Contractor: Suffolk Community College College Road Selden, New York Project: Suffolk Community College Applied Science Building Selden, New York Contract Amount: $160, 000. 00 Completed: 100% Name and Address of Owner/Contractor: Suffolk Community College College Road Selden, New York 11784 Project: Contract Amount: Completed: District Wide Renovations The Island Park School District $166, 000. O0 100% Name and Address of Owner / Contractor: Island Park Union Free School District Tragalgar Blvd Island Park, New York Project: Oceanside Library 30 Davidson Avenue Oceanside, New York Contract A mount: $93,000. O0 Completed: 100% Name and Address of Owner~Contractor: R. C Dolner, Inc. 3 75 Hudson Street New Fork, New Fork Project: Southampton College New Academic Building Southampton, New Fork Contract Amount: $340,000. O0 Completed: 100% Name and Address of Owner~Contractor: Racanelli Construction Co., Inc. 1895 Walt Whitman Road Melville, New Fork 11747 Project: Smithtown Central School District St. James Elementary School Smithtown Elementary School Nesconset Elementary School Smithtown, New York Contract Amount; $21], ]00. O0 Completed' 100% Name and Address of Owner / Contractor Turner Construction Co., Inc. 26 New Fork Avenue Smithtown, New Fork Project: SUNY ~ Stony Brook Life Science Building Stony Brook, New York Contract A mount: $1,600,000. O0 Completed: $100% Name and Address of Owner / Contractor: Walsh Construction Co., Inc. 101 Oakview Drive Trumbull, CZ Project: Mendelsohn Quad SUNY ~ Stony Brook Stony Brook New York Contract Amount: $318,400.00 Completed: ]00% Name and Address of Owner / Contractor J. Kokolakis Contracting, Inc. 585 Rt. 25A Rocky Point, New York 11778 Project: Jericho Union Free School District Additions and Alterations to Middle /High School Jericho, New York Contract Amount: $493,543. O0 Completed: ] 00% Name and Address of Owner~Contractor Board of Education 99 Cedar Swamp Road Jericho, New York Contract Amount: Project Name: Percent Completed: Contractor: $2, 060. 000. O0 EA. Medical Center Westhaven, CZ 100% d~ Kokolakis Contracting, Inc. 585 Rt. 25A Rocky Point, New York ]1778 Contract Amount: $1,442, .500. O0 Project Name: Sag Harbor Expansion and Upgrade STP Sag Harbor, New York Percent Completed: ] 00% Contractor: The Village of Sag Harbor Main Street Sag Harbor, New York Contract Amount: 3.5 Million Project Name: deffersons Ferry Life Care Center South Setauket, New York Percent Completed: 100% Contractor: Tri-tec/Klewin Constructors, LLC 45 Research Way East Setauket, New York ]] 733 Contract ,4 mo unt: $141,300. O0 Project Name: Port Washington Library Port Washington, New York Percent Completed: 100% Contractor: Turner Construction Co., Inc. c/o Port Washington Public Library Port Washington, New York Contract Amount: $493,534. O0 Project Name: Jericho UFSD Additions & Alterations to Middle/High School Percent Completed; 100% Contractor: Board of Education 99 Cedar Swamp Road Jericho, New York Contract Amount: $1.1 Million Project Name: The Minor League Ball Stadium Islip, New York Phase 2 Percent Completed: 100% Contractor: Suffolk County Dept of Public Works 335 Yaphank Avenue Yaphank, New York Contract Amount: $72],000.00 Project Name: Village of Old Westbury Upgrade of Plant #6 Old Westbury, New York Percent completed: 100% Contractor: Village of Old Westbury One Store Hill Road Old Westbury, New York Contract Amount: $296, 731. O0 Project Name: Baldwin UFSD 960 Hastings Street Baldwin, New York Percent completed: 100% Contractor: Park East Construction Co., Inc. 266 East Jericho Turnpike South Huntington, New York Contract Amount; Project: Percent Completed: Contractor: $175, 000. O0 Regency Oaks Brookhaven, New York 100% TCR Northeast Construction Co. Inc. Bellport, New York Contract Amount; Project: Percent Complete: Contractor: Contract Amount: Project: Percent complete: Contractor: $65,000. O0 Uniondale UFSD Uniondale High School 100% Board of Education Uniondale UFSD Uniondale, New York Contract Amount: Project: $137,000.00 North Shore High School North Shore Central School District Seacliff New York 100% JMOA Engineers 25 East Main Street Bay Shore, New York Percent complete Contractor: 576, 800. O0 Riverhead (3) Schools Aquebogue, Philips and Riley Riverhead, New York 100% Sullivan & Nickel Construction 990 South Second Street Ronkonkoma, New York Contract Amount: Project: Percent complete Contractor; Contract Amount: Project: Percent complete Contractor: Contract Amount: Project: Percent Complete: Contractor: Contracl Amount; Project; Percent Completed: Contractor $118,000.00 Riverhead High School Additions and A Iterations Riverhead Central School Disoqct 100% Sullivan & Nickel Construction 990 South Second Street Ronkonkoma, New York $674000.00 H-Quad - Stony Brook University Stony Brook, New York I00% ,~ Kokolakis Contracting, Inc. 585 Rt, 25A Rocky Point, New York 11778 $1,712,000. O0 Huntington Terrace Melville, New York 100% East Coast Construction Co., Inc. 271 North Broadway Hicksville, New York $49,600.00 Renovations for the High School North Shore High School Seacliff New York 100% Board of Education 112 Franklin Avenue Seacliff New York Contract Amount: Project: Percent Complete Contractor: $ I, 008, 953. O0 Herricks Schools Additions and Alterations to Center Street Elementary Denton Avenue Elementary Searingtown Elementary 100% Board of Education 99 Shelter Rock Road New Hyde Park, New York 11040 Contract Amount: Project: Percent complete Contractor $643,662. O0 Middle Country Central School District 8-43rd Street Centereach, New York 100% Turner Construction Co., Inc. Contract ,4mount; Project: Percent Complete: Contractor: $451,1801.00 Middle Country Central School Di$lrict North Coleman School Centereach High School, Stagecoach School, Eugene Auer School 100% James M. Campbell Architect 380 West Main Street Babylon, New York 1 ] 702 Contract Amount: Project: Percent Complete: Contractor: $1,069,200.00 Sagamore Hilh', STP Port Jefferson, New York 100% Sagamore Hills/ GC: WHMPlumbing & Heating Contractors, Inc. Port Jefferson, New York Contract Amount: Project: Percent completed: Contractor: Contract Amount: Project: Percent completed Contractor Contract Amount: Project: Percent Completed Contractor; Contract Amount: Project: Percent complete Contractor: $364,500.00 Additions and Renovations / Sitework Garden City UFSD 100% Board of Education 52 Cathedral Avenue Garden City, New York $236, 70Z O0 Elwood Schools ,fames IL. Boyd Intermediate School Greenlawn, New York 100% Elwood UFSD 1 O0 Kenneth Avenue Greenlawn, New York $328,078. O0 North Shore University Hospital Emergency Department Expansion Glen Cove, New York 100% Turner Construction Co., Inc. $186,158.00 Morrow Elementary School Mulvey Elementary School 0 'Neill Elementary School 100% Turner Construction Co, Inc. 50 Wheeler Road Central lslip, New York Conlract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: $96, 743. O0 Three Village Central School District Setauket Elementary School Setauket, NY 11733 100% Burton Behrendt Smith, P. C 244 East Main St Patchogue, NY 11772 $403,17~00 Connetquot Central School District Oakdale-Bohemia High School Ronkonkoma High School 100% Sullivan & Nickel Construction 990 South Second Street Ronkonkoma, NY I 1779 $112,415.00 Suffolk County Community College Babylon Student Center Ammerman Campus Selden, New York 11784 I00% Suffolk County Community College 533 College Road Selden, New York 1 ] 784 Contract Amount: Project: Percent Complete: Contractor: $2, 409,199. O0 Eastport South Manor High School Ne,a, Secondary School 100% Board of Education Eastport South Manor High School 149 Dayton Avenue Manorville, New York 11949 Contract Amount: Project: Percent Completed Contractor: $329,695.00 Proposed Natatorium Renovations/A Iterations Ward Melville High School East Setauket, New York I00% Three Village Central School District PO Box 9050 East Setauket, New York Contract Amount: Project: Percent Complete: Contractor: $219,279.00 Melville Square II 1307 Old Walt Whitman Road Melville, NY 11747 100% Reckson Construction Group 225 Broadhollow Road Melville, New York ]]747 Contract Amount: Project: Percent Complele' Contractor: $175,149. O0 Baseball Heaven Yaphank, New York 11980 100% Baseball Heaven 20 Old Dock Road Yaphank, New York 1 ]980 Contract Amount: Project: Percent Complete: Contractor: $107,762.00 Smithtown Central School District Smithtown High School 100% Burton Behrendt Smith 244 East Main Street Patchogue, New York 11772 Contract Amount: Project: Percent Complete: Contractor: $96000.00 Chemistry Labs ~ Pell Hall Long Island University C.W. Post Campus Broo~ille, New York 100% GC Contractors, Inc. 333 Fifth Avenue, 5t~' Floor New York, New York 10016 Contract Amount: Project: Percent complete: Contractor: $189,446.00 Mulligan Elementary School Central Islip, New York 100% Turner Construction Co., Inc. 50 Wheeler Road Central Islip, New York Conlract Amount: Project: Percent Complete: Contractor: $3,335,750.00 City of Glen Cove I'EP.C.P BNR Retrofit Glen Cove, New York 100% Cameron Engineering & Associates, L.L.P. 3 Aerial Way Syosset, New York 11791 Contract A mount: Project: Percent Complete: Contractor: $644,25Z O0 Sachem CSD Sagamore, Seneca, and South Middle Schools 100% Sachem CSD 245 Union Avenue Holbrook NY 11741 Contract Amount: Project: Percent complete: Conlractor: $ ] 74, 68& O0 Long Beach Rail Road Long Beach, New York 100% MKM Construction Services, Inc. 5-] 7 4gJ' Street Long Beach, New York 11101 Contracl An~ounl: Project: Percent Complete: Contractor: $245,263.00 Stony Brook Hospital Science Center - ER Generator Stony Brook, New York 100% Hinck Electrical Contractors 160 Irish Lane Islip Terrace, New York 11752 Contract Amount: Project: Percent Complete: Conlraclor' $ 70, 154. O0 Plainedge School Plainview, New York 11803 100% Pav-Lak Contracting, Inc. 325 Marcus Boulevard Haup?azq~e, New York ]]788 Contract AmouHt: Project: Percent Complete: Contractor: $78,920.00 Food Court Concessions L.J. MacArthur Airport Ronkonkoma, New York 11779 100% All American Contracting Corp. 1203 River Road Edgewater, New Jersey 07020 Contract Amount: Project: Percent Complete: Contractor: $43,146.00 Irish Pub L.I. MacArthur Airport Ronkonkoma, New York II 779 100% All American Contracting Corp. 1203 River Road Edgewater, New Jersey 07020 Contract Amount: Project: Percent Complete: Contractor: $74000.00 Toilet Renovations @ Building No. 50 Hauppauge, New York 100% Suffolk County Department of Public Works 335 Yaphank Avenue Yaphank, New York 11980 Contract Amount Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete. Contractor: $660,000.00 Gurwin Jewish Center Hauppauge Road Commack New York 100% ~( Petrocelli Contracting [nc. 1 O0 Commac Street Ronkonkoma, New York 11779 $340,379.00 Concrete Vaults ~ C D( Post Long Island University Greenvale, New York 100% Long Island University Center 700 Northern Boulevard Brook~ille, New York 11548 $47,047.00 Greentree Estates, Main House 220 Community Drive Manhasset, New York 100% Turner Construction Company 37.5 Hudson Street, 6'~' Floor New York, New York 10014 Contract A mount: Project: Percent Complete: Contractor: $107,063.00 Ejector Pit /Pumps /Piping ~ C. l'E Post Campus Greenvale, New York 100% Long Island University Center 720 Northern Boulevard Brookville, New York 11548 Contract Amount: Project: Percent Complete: Contractor: $40,000.00 Staples Freeport, New York 100% DeMartino Construction Company, Inc. 805 Albin Avenue, 2''a Floor Lindenhurst, New York I 1757 Contract Amount: Project: Percent Complete: Contractor: $614,000. O0 Whole Foods Supermarket Jericho, New York 100% S. DiGiacomo & Son 386 Park Avenue South, 15"' Floor New York New York 10016 Contract Amount: Project: Percent Complete: Contractor: $27,981.00 Sony Outlet Store Tanger Outlet Center H Riverhead, New York 100% Corcon 327 Hempstead Avenue West Hempstead, New York 11552 Contract Amount: Project: Percent Complete: Contractor: $41,975.00 Post Conolly Building - Sewer Lines Greenvale, New York 100% Sullivan & Nickel Construction Co., Inc. 22 Colt Court Ronkonkoma, New York 11779 Conlracl Amount: Project: Percent Complete: Contractor: $47Z394.00 Rehabilitate Humanities Building SUNY Stony Brook, NY 100% .]. Kokolakis Contracting Inc. 585 Rt 25 A Rocky Point, NY 11777 Controct Amount: Project: Percent Complete: Contractor: $275, 000. O0 Tilles Center Building No. 2 135 Crossways Park Drive Woodb ury, New York 11797 100% Industrial & Research Associates LLC 7600 Jericho Turnpike Woodbury, New York 11797 Contract Amount: Project: Percent Complete: Contractor: $403,135. O0 - Fire Protection $221,667. O0 - Plumbing Tilles Center Expansion & Renovations L.I. U. C.I~. Post Campus 720 Northern Boulevard Greenvale, New York 11548 100% Sullivan & Nickel Construction Company 22 Colt Court Ronkonkoma, New York 11779 Contract Amount: Project: Percent Complete: Contractor: $161,534.00 C. W. Post Conolly Building Ravanco Lines Brookville, New York 100% Long Island University Center C. W Post Campus 720 Northern Boulevard Brookville, New York 11548 Contract Amount: Project: Percent Complete: Contractor: $60&700.00 Greentree Conference Center / Retreat 220 Community Drive Manhasset, New York 100% Turner Construction Company 375 Hudson Street, 6~ Floor New York New York 10014 Contract Amount: Project: Percent Complete: Contractor: $35,000. O0 Coach Tanger Outlet Center Riverhead 100% Kovic International Construction Inc. 420 Ridge Road Mahwah, New Jersey 07430 Ms. Jane Pilot Ph: 201)327-8420 Contract Amount: Project: Percent Complete: Contractor: $75,575.00 Luxottica Office Building 44 Harbor Park Drive Port Washington, New York 100% H & H Contracting Co., Inc. 25 ldlewood Road, Suite ] 03 Austintown. OH 44515 Mr. Chris Hoff Ph: 330) 792-9610 Listed below are projects }V..H.M. Plumbing & Heating Contractors, Inc. performed in the past few years: MUNICIPAL PROJECTS: Project; Contract Amount: Complete& Mt. Sinai Fire District Mt. Sinai, New York $175, 000, O0 100% Name and Address of Owner~ Contractor: Mt. Sinai Fire House North Country Road Mt. Sinai, New York Project: Contract Amount: Completed: Miller Place Fire District Miller Place, New York $149, 000. O0 $100% Name and Address of Owner / Contractor: Miller Place Fire District Miller Place Road Miller Place, New York 11764 Project: Contract Amount: Completed; Mastic Beach Fire District Mastic Beach, New York $114,000.00 100% Name and Address of Owner/Contractor: Mastic Beach Fire District Neighborhood Road Mastic Beach, New York 1195] Project: Hicksville Fire District Strong Street Station Hicksville, New York Contract Amount: $191,000. O0 Completed: 100% Name and Address of Owner~ Contractor: Hicksville Fire District Strong Street Hicksville, New York Project: Contract Amount: Completed: Huntington Railroad - Commuter Parking Garage Huntington Station, New York $183,259. O0 I00% Name and Address of Owner/Contractor Town of Huntington - Dept of Engineering 1 O0 Main Street Huntington, New York 11743 Project: Suffolk County Water Authority New Laboratory Hauppauge, New York Contract Amount: $475,000. O0 Complete& 100% Name and Address of Owner / Contractor: Suffolk County Water Authority 4060 Sunrise Highway Oakdale, New York Project: Nassau County Police Dept. Third Precinct Hempstead, New York Contract Amount: $260,000. O0 Complete& 100% Name and Address of Owner/Contractor: Nassau County Dept of Public Works One West Street MineoIa, New York Project: Contract Amount: Completed: North Sea Landfill Gas Flare System Southampton, New York $170, 900. O0 100% Name and Address of Owner/Contractor: Town of Southampton 116 Hampton Road Southampton, New York 11968 Project: Mechanical Modifications to Plant #1 Plainview Water District Plainview, New York Contract Amount: $50,950. O0 Complete& 100% Name and Address of Owner~Contractor: Board of Commissioners Plainview Water District ]0 Manetto Hill Road Plainview, New York 1.!803 Project: Okeanos Aquarium of Long Island Riverhead, New York Contract Amount: $ 72, 000. O0 Completed: 100% Name and Address of Owner / Contractor Turner Construction 3 75 Hudson Street New York, NY 10014 Project: Eastern Suffolk Boces Islip Technical Center Islip, New York Contract A mount: $35,170. O0 Complete& 100% Name and Address of owner / Contractor Weidersum Associates, Inc. 200 Motor Parkway, Suite C-14 Hauppauge, New York 11788 Contract Amount: Project Name: Percent complete: Contractor: $106,368.00 Renaissance Technologies East Setauket, New York 100% Joe Gray Construction Co., Inc. 33 Barn Hill Road Monroe, CZ 06468 Contract Amount: Project Name; Percent completed; Contractor: $284000.00 King Kullen Supermarket Central Islip, New York 100% THC Realty Development, Inc. ] 21 ] Stewart A venue Bethpage, New York Contract Amount: Project Name: Percent completed: Contractor: $81,000. O0 BJ's Riverhead, New York 100% West Rac Contracting, Inc. 1895 Walt Whitman Road Melville, New York Contract Amount: Project Name: Percent completed: Contractor: $65,000. O0 The Wiz Carle Place, New York 100% Mid-corn, Inc. 422 Manor Road Staten Island New York Contract A mount: Project Name Percent completed Contractor: $134,280.00 Target Store Levittown, New York 100% E, W. Howell Co. 113 Crossways Park Drive Woodbury, New York 11798 Contract Amount: Project Name: Percent Completed: Contractor: Contract: Project: Percent Completed; Contractor: Contract Amount: Project: $58, 741. O0 King Kullen Supermarket Bethpage, New York 100% THC Realty Development 1211 Prospect Avenue Westbury, New York Percent Complete: Contractor: $134,000. O0 Wal-Mart East Meadow, New York 100% DiMarco Contractors, Inc. 1950 Brighton-Henrietta Town Line Road Rochester, New York 14623 Contract Amount: Project: $197, 000. O0 Sunrise Mall Food Court Massapequa, New York 100% IBEX Construction Co. 1372 Broadway - 15'h floor New York, New York 10018 Percent Complete Contractor: $20~000.00 Benihana Restaurant Ellison Avenue Westbury, New York 100% R.D. Olson Construction Co., Inc 2955 Main Street, Third Floor lrvine, CA 92614 Contract Amount: Project: Percent Complete: Contractor: $8d, 977.00 McDonalds Restaurant Walt Whitman Mall Huntington Station, New York 100% Control Construction Co., Inc. 68 Veronica Avenue, Suite 8 Somerset, New Jersey 08873 Contract Amount: Project: Percent Complete: Contractor: $946,000. O0 Belgrave STP Belgrave, New York 100% Belgrave Sewer Plant / GC: Belgrave, New York WHM Plumbing & Heating Contract: Project: Percent completed: Contractor: $272,000.00 Coram Fire District Coram, New York 100% Coram Fire District Contract Amount: Project: Percent Complete: Contractor: $58, 725. O0 Casual Corners The Source Mall Westbury, NY 11590 100% Control Construction 333 Meadowland Parkway Secaucus, Nd 07094 Contract Amount: Project: Percent completed: Contractor: $280,033. O0 Human Resource Center Riverhead, New York 100% Town of Riverhead 200 Howell Avenue Riverhead, New York Contract Amount: Project: Percent Completed Contractor: 2.4Million Forest Laboratories 49 Mall Drive Commack, New York 100% Barney Skanska 136 Madison Avenue New York, New York 10016 Contract Amount: Project: Percent complete: Contractor: $233, 000. O0 Riverhead Bay Motors Riverhead, New York 100% Skyline Management Corp. 101 West 55'h Street New York, New York 10019 Contract Amount: Project: Percent Complete: Contractor: $101,720.00 FAA Operation Wing Modification Ronkonkoma, NY 100% Jacobs Sverdrup Constructors 4205 Johnson Avenue Ronkonkoma, NY 11779 Contract Amount: Project: Percent Complete; Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: $25,6851.00 Charlotte Russe Tanger Outlets Riverhead, New York 11901 100% Steiner Construction Services 3610 County Road 101 Wayzata, MN 55391 $22,871.00 Deer Properties 55 Corb& Avenue Bay Shore, New York 11706 100%o Giaquinto Brothers 429 Carls Path Deer Park New York 11729 $1.417 million Twelve Pines Coram, New York 100% Medford 7Associates, Inc. $38,914.00 Manhasset - Lakeville Fire District Manhasset, New York 11030 100% H2M Group 575 Broadhollow Road Melville, New York 11747 Contract Amount: Project: Percent Complete: Contractor: $144,675.00 Pergament Retail Space Bethpage, New York 11714 100°.4o l/entre Fire Protection PO Box 11143 Hauppauge, New York 11788 Contract Amount: Project: Percent Complete: Contractor: $40,467. O0 Manhasset Great Neck Community Center Manhasset, New York 11030 100% Turner Construction 290 Broadhollow Road Melville, New York ]1747 Contract Amount: Project: Percent Complete: Contractor; $580,000.00 Stop and Shop Supermarket Babylon, New York 11702 100% GII Construction 3391 Merrick Road Wantagh, New York 11793 Contract Amount: Project: Percent Complete; Contraclor: $37, 600. O0 Greentree Estates 220 Community Drive Manhasset, New York]lO30 100% Turner Construction Company 375 Hudson Street New York, New York 10014 Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: $6~000.00 Panera Bread Walt Whitman Mall Huntington Station, New York 11746 100% Conboy & Mannion Contracting 10 Lake Avenue Saratoga Springs, New York 12866 $67,500.00 TGI Friday's L.L MacArthur Airport Ronkonkoma, New York 11779 100% CDS Mestel Construction Group 2120 Jericho Turnpike Garden City Park, New York 11040 $541,000. O0 Stop & Shop Supermarket Coram, New York 100% B.R. Fries Associates Inc. 34 West 32"a Street New York, New York 10001 $38,228.00 Saturn Automobile Dealership 100% Westco Builders & Developers 38 William Street Amityville, New York 11701 Contract Amount: Project: Percent Complete: Contractor: $51,732.00 Circuit City East Northport, New York 11731 100% Schimenti Construction Company 118 North Bedford Mount Kisco, New York 10542 Contract Amount: Project: Percent Complete: Contractor: $87,967.00 Petco Bay Harbour Mall Lawrence, New York 100% Schimenti Construction Company 118 North Bedford Mount Kisco, New York 10542 Contract Amount: Project; Percent Complete: Contractor: $20&338.00 East Hampton Police Headquarters Wainscott Northwest Road East Hampton, NY 11937 100% Emtec Consulting Engineers 3555 Veterans Memorial Highway, Suite 11 Ronkonkoma, NY 1] 779 Contract Amount: Project: Percent Complete: Contractor: $89,854.00 Town of Oyster Bay Hicksville Community Center Hicksville, New York 100% Lockwood Kessler Bartlett One Aerial Way Syosset, NY 11791 Contract Amount: Project: Percent Complete: Contractor: $117,000.00 Local 1298 Training Center Locust Avenue Bohemia, New York 11716 100% Sullivan & Nickel Construction Company 22 Colt Court Ronkonkoma, New York 11779 Contract Amount: Project: Percent Complete: Contractor: $97, 000. O0 PETCO 366 ~ Sunrise Highway Valley Stream, New York 100% TriState Builders 2805 Veterans Memorial Highway, Suite 3 Ronkonkoma, New York 11779 Contract Amount: Project: Percent Complete: Contractor: $366,000. O0 Temple Beth E1 $ Old Mill Road Great Neck, New York 100% Sullivan & Nickel Construction Co. 990 South Second Street Ronkonkoma, New York 11779 Contract Amount: Project: Percent Complete: Contractor: $2 O, 938. O0 Smith Point County Park Outer Beach Building Shirley, New York 11967 100% Suffolk County Department of Public Works' 335 Yaphank Avenue Yaphank, New York 11980 Contract Amount: Project: Percent Complete: Contractor: $33,801.00 BOMARC Record Storage - Phase H Westhampton, New York 11977 100% SuffolkCountyDepartmentofPublicWorks 335 YaphankAvenue Yaphan&NewYorkl1980 Contract Amount: Project: Percent Complete: Contractor: $190,422.00 New Substation Miller Place Fire District Miller Place A venue Miller Place, New York 11764 100% Richard ~ Shure Architect 285 Middle Country Road Middle Island, New York 11953 Contract Amount: Project: Percent Complete: Contractor' $132,539.00 Bayless Shipyard Village of Port defferson Port Jefferson, New York 11777 100% Butler Rogers Baskett Architects 475 Tenth Avenue, yh Floor New York, New York 10018 Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: $43,042.00 Town of Oyster Bay Senior Citizens Housing Bethpage, New York 100% JVR Electric Inc. 262 Middle Island Road Medford New York 11763 $39,898. O0 Target Sunrise Highway Copiague, New York 100% B.R. Fries & Associates Inc. 34 West 32"a Street New York, New York 10001 $2~84~00 Hudson New/Euro Cafe Space C7 - C8 J.F.K Airport Jamaica 100% CDS Mestel Construction Corp. 2120 Jericho Turnpike Garden City Park NY 11040 Contract Amount: Project: Percent Complete: Contractor: $26,680. O0 Hudson New/Euro Cafe Space C7- C8 JF. K Airport damaica 100% CDS Mestel Construction Corp. 2120 Jericho Turnpike Garden City Park, NY 11040 Contract Amount: Project: Percent Complete: Contractor: $22,89 7. O0 Huntington Community First Aid Squad New Headquarters Building Huntington Station, New York 100% H2M Group 575 Broad Hollow Road Melville, New York 11747 Contract Amount: Project: Percent Complete: Contractor: $67,820.00 Brookhaven National Laboratory High Bay Upgrade, Bldg. # 510 Upton, New York 100% Carter-Melence Inc. 104 New York Avenue Sound Beach, New York 11789 Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: $21,872.00 Marina Rehabilitation Freeport, New York 100% Staten Island Boat Sales 222 Mansion Avenue Staten Island, New York 10308 $53,662.00 Mitchell Park East Greenport, NY 11944 100°4 SHOP Architects 200 East 37* Street #2 New York, NY 10016 $922,000.00 East Islip Union Free School District Islip Terrace Junior High School Islip Terrace, NY 11752 100% Thomas Associates 1 Michael Avenue Farmingdale, New York 11735 $383,846.00.00 Harborfields Public Library Greenlawn, New York 11740 100% WA, LLC 461 Park Avenue New York, New York 10016 Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: $1,350,000.00 Setauket Meadows Condominiums Hulse Road East Setauket, New York 11733 100% STP Builders, Inc. 38 Kings Highway Hauppauge, New York 11788 $61,565. O0 Home Depot East Meadow, New York 100% Schimenti Construction Company 118 North Bedford Mount Kisco, New ~-ork 10542 $52,825.00 Sag Harbor Police Department 70 Division Street Sag Harbor, New York 100% Sandpebble Builders Inc. PO Box 149 East Hampton, New York 11937 Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: $36,290. O0 A ir Techniques Sanitary Work Melville, New York 100% The Marcus Organization 350 Motor Parkway, Suite 300 Hauppauge, New York 11788 $371,663. O0 Grand Lux Cafd Garden City, New York 100% Shawmut Design & Construction 560 Harrison Avenue Boston, M.4 02118 $64000.00 CherryLaneGenerator Car~ Pace New York 100% Hinck Electric Contractor Inc. 75 Orville Drive, Suite i Bohemia, New York 11716 Contract Amount: Project: Percent Complete: Contractor; $152,938.00 Green Acres Mall Food Court Green Acres Mall Valley Stream, New York 100% Whiting-Turner Contracting Company 4 Gannett Drive, Suite 330 White Plains. New York 10604 Contract Amount; Project: Percent Complete: Contractor: $55,000.00 Guitar Center Atlantic Terminal J. F. K. Airport Brooklyn, New York 100% Commercial Construction Management 1740 South State Road,, 2'a Floor Upper Darby, PA 19082 Contract Amount: Project: Percent Complete: Contractor: $ 76, 500. O0 Kullenary Carl Hauppauge, New York 100% THC Realty Development 1211 Stewart Avenue, Suite 200 Bethpage, New York ]1714 Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project; Percent Complete: Contractor: $30,385. O0 Georgette Klinger 1950 Northern Boulevard Manhasset, New York 100% Donald Borg Construction Co., Inc. 930 Morse Avenue Schaumbuge, IL 60193 $2&185.00 Alcan Brentwood 100% Giaquinto Masonry 429 Carls Path Deer Park, New York 11729 SIR 764.00 Tanger Outlet Center Sanitary Septic System Riverhead, New York 100% Tanger Outlet Center 200 Tanger Mall Drive Riverhead, New York 11901 Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount; Project: Percent Complete: Contractor: $23,000.00 Papaya King Roosevelt Field Mall Garden City, New York 100% REBCOR, Inc. 1081 Yellow Springs Road Chester Springs, PA 19425 $24780.00 Bethpage Water District Cottage Car Wash Bethpage, New York 100% CNN 20 Farmers Avenue Bethpage, New York 11714 Nick P etikas Ph: 516)455-2337 $651,028.00 Air Techniques Plumbing Melville, New York 100% The Marcus Organization 350 Motor Parkway, Suite 300 Hauppauge, New York 11788 Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: $83,000. O0 King Kullen Supermarket Bellmore, New York 100% THC Realty Development 1211 Stewart Avenue, Suite 200 Bethpage, New York 11714 $43,178.00 Solid W~te Management District SouthoM Transfer Station Southold, New York 100% L. K. McLean Associates P.C. 437 South Country Road Brookhaven, New York 11719 $56,038.00 WestfieM Shoppingtown South Shore Bay Shore, New York 100% WestfieM Shoppingtown South Shore 1701 Sunrise Highway Bay Shore, New York 11706 $24,863. O0 Brookhaven National Laboratory Upgrade C-I, Building No. 815 Upton, New York 100% Carter-Melence Inc. ] 04 New York A venue Sound Beach, New York 11789 Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor: Contract Amount: Project: Percent Complete: Contractor; $81,31Z00 Port Jefferson Marina Annex Sanitary System Town of Brookhaven 100% Carter-Melence Inc. 104 New York Avenue Sound Beach, New York 11789 $116,800.00 Wild By Nature Hampton Bays, New York 100% King Kullen Grocery Company, Inc. 185 Central Avenue Bethpage, New York 11714 Mr. George Vasilescu Ph: 516)827-6245 $108, 000. O0 Walgreens 78-11 Northern Boulevard Jackson Heights, New York 100% DeMartino Construction Company, Inc. 805 Albin Avenue, 2'a Floor Lindenhurst, New York 11757 Mr. Anthony Zara Ph: 631)884-3500 ext. 108 Contract Amount: Project: Percent Complete: Contractor: $31,250.00 Sole Mex Roosevelt Field Mall Garden City, New York 10o% Ancot, Inc. 831 James Street Syracuse, New York 13203 Paul Colagiovanni Ph: 315)233-1300 ext. 106 Contract Amount: Project: Percent Complete: Contractor: $1,61~00~00 Bergen Point W..P. CP. Traveling Water Screen Replacement West Babylon, New York 100% Suffolk County Department of Public Works 335 Yaphank Avenue Yaphank, New York 11980 Mr. Bill Reasch Ph: 631)854-4177 Contract Amount: Project: Percent Complete: Contractor: $51,421.00 Brookhaven National Laboratory Building 703W,, Labs W6 & W8 Upton, New York 100% Carter-Melence Contracting, Inc. 104 New York Avenue Sound Beach, New York I ] 789 Mr. Don 0 'Hanlon Ph: 63I)744-0127 Contract Amount: Project: Percent Complete: Contractor: $109,211.00 Staples 1949 Stillwell Avenue Bensonhurst, New York 100% DeMartino Construction Co., Inc. 182-13 Merrick Road Amityville, New York 11701 Mr. Anthony Zara Ph: 631)691-3500 #8295 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Dina Mac Donald of Mattituck, in said county, being duly sworn, says that he/she is Principal clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), commencing on the 29TH dayof March, 2007. Principal Clerk Sworn to before me this 2006 day of '~/'/~ CHRISTINA VOLINSKI '~OTARY PUBLIC-STATE OF NEW YORI( No. 01-VO6105050 Quoliflecl In Suffolk County :om?nis$1on E×plres February 28, 2008 SOUT~OLD TOWN CLER~ TOwD Hall, 530~ M~.u Road P.O. Bo~ 1179 Sou~hold, N~w York 11~71 F~ (631) 765-614a so~hold~own.nor~hfork,ne~ OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD A x To: ~rol~l '- Pages: Mareh 21~ 2007 7 pages Southold Town Animal Shelter .4.-'-:...2_~- Y'- Addendum 3/~.=,'-"? 3121/07 Please sign and fax this sheet back to 631=765-6145 as ackaowledgment that this fax was vflj,~ed ia i~ cniir~t~ ******NOTE NEW Bm O~PE,NING DATE,.**** APRIL $ 200'/-10:00 A.M. 03/2t/2o07 15:07 FAX 631 2180072 ELDOR CONTRACTING CORP H001 $OUTHOIJ) TOWN cLE]~ Hoo~. 2l/o3 '07 WED 14:30 FAX 631 ?1~145 REC~L.~TP, AR OF V£T_~T~ 8TATIiTIC$ IvlARZ~GF, oFFICER. RECOKI~ MAI~AC~F.~T OFFICJ//4 FREEDOM OF II¢'FOI>~ATIO~T OFI~CElt ~OWT~ Hall, $3095 Main ~ad P.O. Box 1179 ~o~tl~old, Now York 11971 F~.x (631) 785,6145 '£el~ph=ne (631) 765-1800 ~u~l~ctldto wn.northfork.n e t, OFFICE OF TI:[E TOWN TOWN OF SOUTI-IOLD F A X Company: Fax: From: Lyad~ M ~ohn DepUty Town Clerk Date: ' , March 21, 2007 Pages: ~inc~uding cover 7 pages To [oUow fiud Southold Town Animal Shelter //d/i~/IIB~====~ Addendum//:3 ~ 3/21/07 Please sign and fax~thi~ sheet back to 631-76-~-61d~ as acknowledgment that this fax was received in it~ entir'ety ******NOTE NEW BID OPENING DATE***** APRIL 5~ 2007~ 10:00 A.M. 03/21/2007 18:03 FAX 631 2180072 ELI)0R CONTRACTING CORP 866.DLI.707B ]NDOOR AIR QUALITY TOLL FREE HVAC . NOISE CONTROL 860.889.707B T LIGHTING 860.204.0419 F ELECTRICAl. 115 MAiN STREET PLUMBING NORWICH. CT 08360 F RE PROTECTION WWW.DESIGNLEARNED.COM ~ ool ALLOWANCE~ Ah'D. CHANGE ORDERS? Project is new constmaction with very detailed plato. Conlractors ~ mqpected to. pre~ide questions involv/ng any addi~oml services, op~inns, equi~ng fmi~he~ or coordination d~ri~g tt~ bidd~ preecss ~ bid~ ~ ~gc ~ders ~ be co~idemd oily fei C~i E ~ ~ti~ requ~ by ~e SP~cwI~ON SE~iON 03100 - E~OR CONC~A~ ~O~Y ~qE~I.~ a.) There are only 16. pages to Section 03100 ("End of Section" not ind/cated). b,) 1.2 Smrnnar~ 'T' #1: ' ' ,' No 'Unit Masom-y Interior Assembly secUou was provided by the stxuctutal engineer. This reference should have been deletext ...... please disregaxd. c,) 1_2 b~m~ry 'T'.#2: The "Cast Stone" Section was replaced by thc "Glass Un/t Masom3r'' Section as Section 04720_..please · disregaxd my reference to Section 04720 "Cast Stone" ..... SHOWER STALL S~ECI~ICATION: The fixtttre schedule listed on P-I calls out and Oasis shower stall. This model is to be replaced By the Florestone umt, Model 4040H, included in the specifications "cut sheets" section. The Florestone model is ADA compliant whereas Oasis does not carry any traits with the required ADA designation_ SMT (POWER WASHER) SPECIFICATION: Thc fixture schedule on P-1 ca!l~ out for two (2) 600-WC-Y central pmphag traits to supply thc five (5)/ntefior and two (2) exterior xcmot~ station hook-ups as shown on the plumbing drawings (P-3). After discussions with an SMT representative it was decided that the two 600-WC-Y m~/~s would be replaced with one (1) SMT-600-REK un/t equipped with a two t./ered comprcssoz unit allowing simultaneous cleaning at multiple stations. The remote stations thgtmelves have been replaced with the following models: Model 300:1.698: Surface Mt, remote, top entry, SS' robing supply, bottompmt'(thr'5 i~tm'ior stations) Model 309-5217: Recessed remote for New Masonry, Top Entry, SS tubing supply, w/grippers (for 2 exterior stations). Page 1 of 2 Town Hall, 5509,5 Main Road P-O. Box 1179 Soul'oki, New Y~rlt 11971 Telephone (631) 76~18~ ~u~old~wn.nor~rk.n~ OFFICE OF THE TOWN CI~,RIt TOWN OF ,~IOUTHOLD F A X To: q'73-$~a-;;L Lynda M Bolm Deputy Town Clerk Date: 9da~h=P)~ March 21, 2007 Pages: ~ including cover 7 pages To f~4k~ ~ Soutbold Town Animal Shelter ~ Addendum #3 ~.'l?/~ ~ .... 3/21107 Please d~n and fnx this sheet back to 631-765-6145 as acknowledgment that thiS fax was ts entirety Print Date: ******NOTE, NEW BID OPENING DATE***** APRIL 5 2007 10:00 A.M. TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAL~E OFFICER ~CORDS M~A~EM~ OF~CER F~EDOM OF ~ON OFFICER Town Ha~l, 53095 Main Road P,O. Bo~ 1179 8outhold, New York 11971 Fax (651) 76~-614~ Telephone (631) 765-1800 sou$~oldtown.nor Lh £~rk.nut OFFICE OF TI-I~ TOWN CLEI~K TOWN OF SOUTHOLD A X Tn; Date: Pages: Lynda M Bohn Deputy Town Clerk ~ Margh 21, 2007 6,including cover 7 pages Southold Town ~al Shelter ~ Addend~ ~ 3~1/07 Please sign and iax this sheet back to 631-765-6145 as acknowledgment that this fax was received i~ its entil~t~ Sign Print ******NOTE NEW BID OPENING DATE***** APRIL 5 2007 10:00 A.M. 21/03 '07 WED 15:17 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3398 915169210259 21/03 15:15 02'1§ 7 OK ELIZABETI:I A~ NEVrgJ.~ TOWN CLE~ REGISTRAR OF VIT~ STAT~TICS ~R~GE OFFICER RECO~S ~NAGE~NT OFFICER FREEDOM OF ~NFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 755-6145 Telephone (631) 765.1800 southoldtown.no~b, fork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To'. From: Date: Pages: To follow glad Lynda M B0hn Deputy Town Clerk ~ March21,2007 including cover 7 pages Southold Town Animal Shelter ~ Addendum #3 3/21107 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 22/03 '07 THU 10:03 FAX 631 705 6145 SOUTHOLD TOWN CLERK ~001 ERROR TX REPORT TX FUNCTION WAS NOT COMPLETED TX/RX NO 3403 CONNECTION TEL 918005243329 CONNECTION ID Burrelle's Info ST. TIME 22/03 10:03 USAGE T 00'00 PGS. SENT 0 RESULT NG #018 LEGAL NOTICE NOTICE OF BID NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the General Municipal Law, that sealed bids are sought and requested for SOUTHOLD TOWN ANLMAL SHELTER, The time for submission of bids has been extended to 10:00 A.M. Thursdaw April St 2007 Specifications lbr such bids may be obtained at the Office of the Southold Town Clerk, Town Hall, PO Box 1179, 53095 Main Road, Southold. New York 11971. CONTACT PERSON: James Richter, Town Engineer, (631)765-1560 (T), (631)765-9015 (F), j amie.riehter~town.southold.ny,ns, Sealed bids must be accompanied by a 5 % bid security, will be received by thc Town Clerk at the Southold Town Hall, PO Box 1179, 53095 Main Road, Southold, New York, until 10:00 A.M.~ Thu.rsday, APRIL St 2007, at which time they will be opened and read aloud in public. The Town Board of the town of Southold reserves the right to reject any and all bids and waive any and all informalities in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and scaled in envelopes plainly marked "1) NAME & ADDRESS OF BIDDER & 2} BID NAME", and submitted to the Town Clerk. The bid price shall not include any tax, federal, state, or local, £Tom which the Town of Southold is exempt. 22/03 '07 TI{U 10:02 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *************************** *** ERROR TX REPORT *** TX FUNCTION WAS NOT COMPLETED TX/RX NO 3402 CONNECTION TEL 92449576 CONNECTION ID Brown's Letters ST. TIME 22/03 10:02 USAGE T 00'00 PGS. SENT 0 RESULT NG #OlS LEGALNOTICE NOTICE OFBm NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the General Municipal Law, that sealed bids are sought and requested for SOUTHOLD TOWN ANIMAL SFiELTER. The time for submission of bids has been extended to .10:00 A.M. Thursday~ April 5~ 2007 Specifications for such bids may be obtained at the ()ffice of the Southold Town Clerk, Iown Hall, PO Box 1179, 53095 Main Road, Southold, New York 11971. CONTACT PERSON: James Richter, Town Engineer, (631)765-1560 (T), (631)765-9015 (Ir), j amie.richter~town.southold.uy, us. Sealed bids must be accompanied by a $ % bid security, will be received by the Town Clerk at the Southold Town Hall, PO Box 1179, 53095 Main Road, Southold, New York, until !0:00 A.M. Thursday~ APRIL 5, 2007, at which time they will be opened and read aloud in public. Th.e Towq Board of the town of Southold reserves the right to reject any and all bids and waive any and all informalities in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and sealed in envelopes plainly marked "1) NAME & ADDRESS OF BIDDER & 2) BID NAME", and submitted to the Town Clerk. The bid price shall not include any tax, federal, state, or local fTom which the Town of Southold is exempt. 21/03 '07 WED 15:35 FAX 631 765 5145 Sou'rROLD TOWN CLERK ~001 TX/RX NO INCOMPLETE TX/RX TRANSACTION OK ERROR *** MULTI TX/RX REPORT *** 3399 [* 50]92449576 [* 511918005243329 [* 52]918882329941 [, 53]918002582984 [, 54]918009620544 Burrelle's Info Data Construct Dodge Reports Construct Info LEGAL NOTICE NOTICE OF BID NOTICE IS HEREBY GIYEN, in accordance with the provisions of Section 103 o£the Geueral Murdcipal Law, that sealed bids are sought and requested for SOUTHOLD TOWN ANIMAL SHELTER. The time for submission of bids has been extended to 10:00 A.M., Thursday. Ao.ril $~ 2007 Specifications for such bids may be obtained at the Office of the Southold Town Clerk, Iown Hall, PO Box 1179, 53095 Main Road, Southold, New York 11971. CONTACT PERSON: James Richter, Town Engineer, (631)765-1560 (T), (631)765-9015 (F), jamie, richter~town.southold, ny. us, Sealed bids must be accompanied by a 5 % bid security, will be received by the Town Clerk at the Southold Town Hall, PO Box 1179, 53095 Main Road, Southold, New York, until 10:00 A,M, Thursday~ APRIL 5: 2007, at which time they will be opened and read aloud in public. The Town Board of the town of Southold reserves the right to reject any and all bids and waive any and all informalities in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and sealed in envelopes plainly marked "1) NAME & ADDRESS OF BIDDER & 2) BID NAME", and submitted to the Town Clerk. Thc bid price shall not include any tax, federal, state, or local, kom which thc Town of Southold is exempt. It is the bidder's responsibility to read the altached Bid Specifications, Instructions to Bidders, and General Conditions, which outline bidding rules of the Town of Southold. LEGAL NOTICE NOTICE OF BID NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the General Municipal Law, that sealed bids are sought and requested for SOUTHOLD TOWN ANIMAL SHELTER. The time for submission of bids has been extended to 10:00 A.M. Thursda¥~ April 5~ 2007 Specifications for such bids may be obtained at the Office of the Southold Town Clerk, Town Hall, PO Box 1179, 53095 Main Road, Southold, New York 11971. CONTACT PERSON: James Richter, Town Engineer, (631)765-1560 (T), (631)765-9015 (F), jamie, richter~town.sonthold.ny.us. Sealed bids must be accompanied by a 5 % bid security, will be received by the Town Clerk at the Southold Town Hall, PO Box 1179, 53095 Main Road, Southold, New York, until 10:00 A.M. Thursday~ APRIL 5~ 2007, at which time they will be opened and read aloud in public. The Town Board of the town of Southold reserves the right to reject any and all bids and waive any and all informalities in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and sealed in envelopes plainly marked "1) NAME & ADDRESS OF BIDDER & 2) BID NAME", and submitted to the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. It is the bidder's responsibility to mad the attached Bid Specifications, Instructions to Bidders, and General Conditions, which outline bidding rules of the Town of Southold. Upon submission of bid, it is understood that the bidder has read, fully understands and will comply with said GENERAL CONDITIONS and specification requirements. The Town of Southold requires that this document be returned intact and that it be filled out completely. Please do not remove any pages from this bid package, and make a copy of the bid document for your records. A non-refundable fee of $150.00 will be charged for complete plans and specifications. Payment can be made by either money order, cash or check (payable to the Town of Southold). The Town of Southold welcomes and encourages minority and women-owned businesses to participate in the bidding process. Dated: March 21, 2007 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON MARCH 29, 2007, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971. Copies to the following: The Suffolk Times Town Attorney Dodge Reports Burrelle's Information Services Jamie Richter Town Board Members Data Construction Brown's Letters Town Clerk's Bulletin Board Page 1 of I Cooper, Linda From: JOAN ANN [jaweber@timesreview.com] Sent: Thursday, March 22, 2007 10:19 AM To: Cooper, Linda Subject: Re: Legal Notice for 3~29~07 edition of Suffolk Times Linda: Received and will be published 3/29 Joan Ann ..... Original Message .... From: Cooper, Linda To: jaweber~timesreview.com Sent: Wednesday, March 21, 2007 5:35 PM Subject: Legal Notice for 3~29~07 edition of Suffolk Times Please confirm receipt of this notice. Thankyou. Linda J. Cooper Depu~Town Clerk 631-765-1800 3/22/2007 785 614,5 so'r.,'/~0LD 'Tn~ CL,EP.X To~ F A X Fro~i: I Lynda M Bohn !' ' Deputy Town Clerk Date; Mlmqdeal~e'M~ March 21, 2007 Page~: ~ including cover 7 pnge~ To ~HO~g find Southold Town Ammal' $hel~r PI~ ~ ~i a~d f~ th~ sheet back to 631~765~145 as acknowled~ent ~at thia f~ was ree~ed~ i~ enfire~ S~? m ~ P~nt 19/03 '07 M0N 15:17 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~00l TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT *** TX REPORT 3365 915169210259 19/03 15:15 02'01 6 OK ~I,IZABETH A. NExrILLE TOWN CLERK REGISTHAR OF VITAL STATISTICS ~GE OFFICER ~CO~S ~AGE~ENT OFFICER FREEDOM OF ~FO~TION OFFICER To,va Hall, 53095 Ma/n I~oad P,O. Box 1179 Southold, New York 11971 Fs.x (631) 765-6145 Telephone (631) 765-1800 $outholdto~.nort htbrk.net OFFICE OF THE TOWN CL~;RK TOWN OF SOUTHOLD F A X To: Fax: From: Date: Pages: To follow find Lynda M Bohn Deputy Town Clerk March 19, 2007 6 includlug cover Southold Town Animal Shelter Addendum #2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 21/03 '07 WED 14:21 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *************************** *** ERROR TX REPORT *** *************************** TX FUNCTION WAS NOT COMPLETED TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3383 915169210295 21/03 14:20 00'00 0 NG #018 ELIZABETH A. N-I~VILLE TOWN CLERK REGIS~I'PokR OF VITAL STA~I,iSTiCS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FRI~.:EDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.north fork. net OFFICE OF THE TOWN CLERK TOWN OF SOUTItOLD F A X To: From: Date: Pages: · including cover To foIiow find Company:..E ' ~ ~e~.~+i~/~ Lynda M Bolm Depu~ Town Clerk ~~ March 21, 2007 7 pag~ Southold Town Aniinal Shelter ~~ Addendum g3 3.'i~/07 3~1/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was received in its entirety ~)3'/20~007 License Type/Fee Type .License # Bid Specifications & Fees 1 (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) 10 11 12 Town Of Southold General Licensing Report For License Type: Bid Specifications & Fees Date Range: 02/01/2007 to 03/20/2007 Issue Date/ Expiration Date Licensee To~l No~s 02/23/2007 03/01/2007 03/02/2007 03/06/2007 Construction, Consultant 36 East 2nd Street Att: Joel Itzkowitz Riverhead, NY 11901 (631) 727-6604 Excel, Builders Group In 2171 Jericho Tnpk - Ste 255 Att: Joel Levin Commack, NY 11725 (631) 462-1995 Mcgraw-hill, Companies I 3315 Central Ave Att: Donna Coulter Hot Spirngs, AR 71913 (817) 375-2959 W.r., Paulick Consulting 2700 Fairway Ddve Cutchogue, NY 11935 $150.00 $150.00 $150.00 $150.00 FAX: 631-727~5605 FAX: 631-462-1997 FAX: 856-324-0157 Page: Bid Specifications & Fees (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) 13 14 03/06/2007 03/06/2007 Eldor, Contracting Corp 1703 Church Street Att: Cathryn Bromberg Holbrook, NY 11741-5921 (631) 218-0010 J, P Daly & Sons 88 A Brook Avenue Deer Park, NY 11729 $150.00 $150.00 FAX: 631-218-0070 FAX: 631-254-0664 Bid Specifications & Fees (2007 Animal Shelter) 15 03/08/2007 Commander, Power Systems Po Box 526 Att: Doug Bohemia, NY 11716 $150.00 FAX: 631-563-8322 Bid Specifications & Fees (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) 16 17 18 03/13/2007 03/14/2007 03/14/2007 Reed, Construction Data 30 Technology Pkway, Ste 100 Att: Janesa/harry Haferkamp ~.~t~oo92 S. J., Hoerning Construc 1471 Fifth Avenue Joe Bay Shore, NY 11706 (631) 206-1676 Herricks, Mechanical Cot 190 Atlantic Avenue Att: Duane Mamy Garden City Park, NY 11040 (516) 248-2501 $150.00 $15O.OO $150.00 FAX: 1-800-774-9097 Har~ Phone #631-335-2691 FAX: 631-968-0344 FAX: 516-248-4308 03/20/2J~07 License Type/Fee Type License # Bid Specifications & Fees 19 (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) Town Of Southold General Licensing Report For License Type: Bid Specifications & Fees Date Range: 02/01/2007 to 03/20/2007 Issue Date/ Expiration Date Licensee To~l No~s 03/16/2007 02/23/2007 02/23/2007 02/26/2007 02/27/2007 02/27/2007 Stalco, Construction Inc 44 West Jefryn Blvd., Unit N Att: Jonathan Singer Deer Park, NY 11729 (631) 254-6767 Robbins, & Cowan Inc 179 New York Ave Att: John Robbins Huntington, NY 11743~994 (516) 271-2324 W.H.M., Plumbing & Heati 6H Enterprise Dr Att: Billy Mouff East Setauket, NY 11733 (631) 473-3568 Butt's, Reliable Inc Po Box 696 Att: Bob Ghosio Southold, NY 11971 (631) 765-3767 Ara, Plumbing & Heating 2 t 82 Jackson Street Att: Ray Neighley Seaford, NY 11783 (516) 826-1602 E, & A Restoration Inc 40 Willis Avenue, Ste 200 Att: Howard Lee Syosset, NY 11791 $150.00 FAX 631-254-8015 $150.00 FAX: 631-271-2335 $150.00 FAX: 631-473-3762 $150.00 FAX: 631-765-1744 $150.00 FAx 516-826-1601 $150.00 FAX: 516-921-0259 Page: 2 Bid Specifications & Fees (2007 Animal Shelter) Bid Specifications & Fees (2007 Animal Shelter) 9 02/28/2007 03/01/2007 T.R., Whitney Inc. Po Box 1469 Att: Nadine East Quogue, NY 11942 (631) 728-6106 Hawkeye, LLC 100 Maracus Blvd, Ste 1 Att: Jim Hauppauge, NY 11788 (631) 447-3100 $150.00 FAX: 631-728-6107 $150.00 FAX: 631-447-3851 Quantity Sub Total: 18 Amount Sub Total: $2,700.00 Quantity Grand Total: 18 Amount Grand Total: $2,700.00 21/03 '07 WED 14:52 FAX 631 765 8145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3397 915162484308 21/03 14:49 02'22 7 OK ELIZABETH A. NEVILLE TOWN CLEI~K REGISTRAR OF V~TAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMA'rION 01~ICER Town Hall, 53095 Main Road P.O_ Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telel~hOne (631) 765-1800 southoldtown,nor thfork,net OFFICE OF TIlE TOWN CLERK TOWN OF SOUTHOLD F A X To: Company: Lynda M Bohn Deputy Town Clerk Date: March 21, 2007 Pages: ~including cover 7 pages To fnBaw find Southold Town Animal Shelter ~ Addendum ....... 3/21/07 Pleasc sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was MON 14:55 FAX 631 765 6145 S0~0LD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3357 915162484306 19/03 14:54 01'58 6 OK ELIV~BETH A- NEVILLE TOWN CLERK REGISTRAR OF ¥ITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICi~:R Town Ilall, 53095 Main Road P.O. Box 1179 Seuthold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 souLh oldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To-' From: Lynda M Bohn Deputy Town Clerk Date: March 19, 2007 Pages: 6 including cover To follow find Southold Town Animal Shelter Addendum #2 3/19107 Plcase sign and fax this sheet back to 631~765-6145 as acknowledgmcnt that this fax was ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To: From: Lynda M Bohn Deputy Town Clerk March 21, 2007 (6iimllufii~ mm~r 7 pages Southold Town Animal Shelter .~- Addendum #3 ~! ?/~7 3121107 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was received in its entirety Sign Print Date: NOTE NEW BID OPENING DATE: APRIL 5, 2007, 10:00 A.M. 21/03 '07 WED 14:46 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3391 21/06 14:45 02'14 7 OK 97276605 ELIZABETH A. NEVILLE TOWI~ CLEi'~K REGISTRAR OF XrITAL STATISTICS M./LRRIA GE OFFICER RECORDS MANAG-EMENT OFFICER FREEDOM OF INFORMATION OFFICER Town IIall, 53095 Mala Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldt own.nor t h[ork.net OFFICE OF THE TOWN Cl.~tK TOWN OF SOUTHOLD F A X To: Company: Fax: From: Lynda M Bohn Deputy Town Clerk Date: March 19, 2007 Pages: ' ' March 21, 2007 To follow find= Southold Tow~Y $,~al Shelter Addendum #2 To follow find 3/19/07 Addendum #3 A hard copy will also be mai!~ 3/21/07 19/03 '07 M0N 14:31 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3351 19/03 14:29 01'59 6 97276605 ELIZABETH A. NEVILLE 4~WN CLERK RF~G~STRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OYFICER Town Hall, 53095 Main Road P.O_ Box 1179 Southold, New York 11971 F~ (831) 765-6145 Telephone (631) 765-1800 southoldtown,nor th fo rk.net OFFICE OF THE TOWN CLERK TOWN OF SOUTIIOLD F A X To: Company: Fax: From: Lynda M Bohn Deputy Town Clerk Date: March 19,2007 Pages: 6 including cover To follow find Sonthold Town Animal Shelter Addendum//2 3/19/07 A hard copy will also be mailed OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Re: ANIMAL SHELTER BID CERTIFIED MAIL RETURN RECEIPT REQUESTED W R Paulick Consulting 2700 Fairway Dr Cutchogue NY 11935 · Complete items 1, 2, and 3. ~ COmplete item 4 if Reetdcted Delivery is desired. · Print y~ur name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front if space permits, 1. Article Addressed to: Cop£. :'o2 7, oAA_ X a. nece~edby(Pdm~dName) --- 2. Article Numb~ 7003 3110 0001 8550 3054 I PS Form 3811, February 2004 DOmestic Return Receipt [3 ~oress ~ np~ 0 P~m P~ _ ~3 In. ired Mail r=l C.O.D. 4. R~ct~ De~ ¢~a Fee) OLI.7078 TOLL FREE 860.889.7078 T 860.204.0419 F 116 MAIN STREET NORWICH, CT 06366 INDOOR AIR QUALITY HVAC NOISE CONTROL LIGHTING ELECTRICAL PLUMBING FIRE PROTECTION WWW.DESIGNLEARNED.COM SOUTHOLD ANIMAL SHELTER WEDNESDAY.~ MARCH 21~ 2007 SPECIAL NOTICE EXTENSION OF TIME FOR BID OPENING RECEIVED MAR 2 1 2007 Southold Town C/erS ORIGINAL BID OPENING: REVISED Bm OPENING: 10:00 AM MARCH 22, 2007 10:00AM APRIL 5,2007 LL LI.7078 FREE 860.889.7078 T 860.204.0419 F 116 MAIN STREET NORWICH, CT 06360 INDOOR AIR QUALITY HVAC NOISE CONTROL LIGHTING ELECTRICAL PLUMBING FIRE PROTECTION WWVV.DESIGNLEARNED.COM SOUTHOLD ANIMAL SHELTER ADDENDUM #3 ITEMS WEDNESDAY~ MARCH 21~ 2007 ~ELECTR1CAL ALTER~NATES: ALTHOUGH ALTERNATES WERE NOT INCLUDED ON THE PROPOSAL FORM ITSELF, DRAWING E- 1 CALLS OUT FOR SEPARATE PRICING FOR A SOUND SYSTEM, BACK-UP GENERATOR AND A VISUAL COMMUNICATIONS SYSTEM FOR KENNEL STAFF. ON DRAWING E-3 THERE IS A "CONCEALED WIRING" NOTE REQUESTING ALTERNATE PRICING FOR WIRING IN SPECIFIC AKEAS TO BE CONCF~LED. THE PRICING FOR CONCEALING THIS WIRING SHOULD INCLUDE A WIRE MOLDING CREDIT THAT WOULD OTHERWISE NEED TO BE UTILIZED. TELECOMMUNICATIONS: SCOPE FOR CATV AND TELECOM SERVICE TO THE BUILDING IS DESCRIBED IN CONTRACT "D" OF THE SPECIFICATIONS. SPECIFICATION SECTIONS 16781 AND 16721 AL80 DETAIL TELECOMMUNICATION REQULKEMENTS FOR THIS PROJECT. THE ELECTRICAL SCOPE OF WORK ON DRAWING E- 1AND DRAWING E-5 CLEARLY DESCRIBE AND ILLUSTRATE WHAT IS EXPECTED FOR BIDDING PURPOSES. ELECTRICAL REQUIREMENTS FOR RPZ HEATER: THE HEATER FOR THE HOT BOX/RPZ WILL BE A FLOOR MODEL HCHS 1000-120 (HTTP://SAFE-T- COVER.COM/HEATERS/INDEX.PHP) RECOMMENDED FOR THE SAFE-T-COVER MODEL 800LU880-AL ENCLOSURE. THIS IS A 1000 ~V HEATER AND WILL REQDIRE A 12 GAUGE, THI-I~V~Vq]q, 75-DEGREE CABLE RUN TO THE BOX IN ~/4 INCH CONDUIT. WIRING AND CONDUIT INSTADLATION SPECIFICATION SECTIONS SHOULD BE REFERENCED FOR APPROPRIATE TKENCHING AND INSTALLATION PROCEDURES. THE HEATER WITHIN THE RPZ ENCLOSUKE WILL BE CIRCUITED TO PANEL P 1 SPACE 39. ED-1 AND E-2 SERVICE CONFLICT: AMEND E-2 TO MATCH ED-I WrrH (2) 4-INCH RIGID METAL CONDUIT EACH CONTAINING 350 KCMIL. THE SERVICE ENTRANCE CONDUIT TRENCH DETAIL ON E-2 lS CORRECT BUT THE 3-INCH METAL CONDUIT SHOULD BE CHANGED TO 4 INCH. THE SINGLE LINE DIAGRAM ON E-2 HAS BEEN MODIFIED TO REFLECT THIS ADJUSTMENT AND IS ATTACHED AS A PDF. LOCATIONS OF CONCEALED WIRING ALTERNATE: AS DESCRIBED IN THE ELECTRICAL ALTERNATES KESPONSE, THE "CONCEALED WIRING" NOTE ON DRAWING E-3 SPECIFIES WHICH ROOMS ARE TO BE PRICED WITH OPTIONALCONCEALED WIRING. Page 1 of 5 866.~1.7078 TOLL FREE 860.889.7078 T 860.204.0419 F 116 MAIN STREET NORWICH, CT 06360 INDOOR AIR QUALITY HVAC NOISE CONTROL LIGHTING ELECTRICAL PLUMBING FIRE PROTECTION W~RV.DESIGNLEARNED.COM FIRE ALARM NOTE: ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL FOUR (4) HEAT DETECTORS AND THREE (3) SMOKE DETECTORS ABOVE SUSPENDED CEILINGS, AND IN ACCESSiBLE SPACES, INCLUDING THE ATTIC MECHANICAL SPACE WHERE REQUIRED BY NFPA, BUILDING, STATE AND LOCAL CODES, THE AUTHORITY HAVING JURISDICTION, AND PER MANUtACTURER~S INSTRUCTIONS. LOCATE DETECTORS ON SITE WITH FIRE MARSHAL, SUBMIT SKETCH TO DESIGN LEARNED INC FOR APPROVAL PRIOR TO INSTALLATION. ATTIC POWER AND LIGHTING: ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SIX (6) CONVENIENCE OUTLETS, EVENLY SPACED, IN THE ATTIC AREA FOR MAINTENANCE OF MECHANICAL UNITS. WIRE ALL OUTLETS TO LOCAL CIRCUITS. CONTRACTOR TO PROVIDE AND INSTALL TWELVE (12) CHAIN HUNG1 FOUR-FOOT FLUORESCENT FIXTURES, EVENLY SPACED, IN THE ATTIC SPACES. LIGHTS MAY BE WIRED ON UP TO THREE SWITCHED CIRCUITS. PROVIDE EACH CIRCUIT, THREE MAX1MUM, WITH A SINGLE POLE SWITCH LOCATED NEAR EACH ENTRANCE. WIRE ALL LIGHTS TO LOCAL CIRCUITS. SPRINKLER AS PART OF THE PLUMBING BID: AFTER A DISCUSSION WITH THE TOWN ENGINEER IT WAS DECIDED THAT, ALTHOUGH BIDS WILL BE ACCEPTED FOR PLUMBING WITH THE SPRINKLER SYSTEM EXCLUDED, IT 1S IN THE BEST INTEREST FOR THE BIDDERS TO INCLUDE A BID FOR THE FIRE SUPPRESSION SYSTEM AS PART OF A COMPLETE PLUMBING CONTRACT BID. AS SUCH, THERE WILL BE NO PENALTY FOR NOT INCLUDING THE FIRE SUPPRESSION IN ONES PLUMBING BID BUT BIDDERS NEED TO UNDERSTAND THAT, DUE TO BUDGETARY CONSIDERATIONS, THE FIRE SUPPRESSION MAY NEED TO BE BROKEN OUT AS A SEPARATE ENTITY PKIOR TO AWARDING THE PROJECT. TRENCH WASHDOWN MIXING VALVE: DP, AWING P-3 SHOWS THE SOLENOID VALVE AND TIMER SUPPLYING WATER TO THE TRENCH WASHDOWN NOZZLE CONlqECTED ONLY TO THE HOT WATER SUPPLY. ALTHOUGH THIS IS ACCEPTABLE, WE WOULD PREFER TO INCLUDE A MIXING VALVE AND CONNECTION TO COLD WATER TO BE ABLE TO ADJUST THE TEMPERATURE OF THIS WATER. TH1S WILL REDUCE HUMIDITY AND PROVIDE NERGY SAVINGS. THERE IS A DETAIL ATTACHED SHOWING AN ACCEPTABLE MIXING VALVE FOR THIS APPLICATION. Page 2 of 5 SYMMONS MODEL # 5-130B-T THERMOSTATIC MIXING VALVE IN 16 GAUGE CABINET BODY WiTH 12 GAUGE HINDGED LH DOOR WHICH INCLUDES A CYLINDER LOCK AND VALVE MOUNTING BRACKET. STANDARD CABINET FULLY RECESSED STEEL WITH BAKED WHITE ENAMEL FINISH. O'KEEFECONTROLS MODEL # OKC-821/10G95 AUTOMATIC TIMED SOLENOID VALVE DIFF PRESSURE RANGE (0 min. to 150 MAX. PSIG) FLUID TEMPERATURE (180'F MAX.) COIL RATING (10.1 WARTS) VOLTAGE RATING (120V) FREQUENCY (60 HZ) ENERGIZE TIME (1 - 15 SECONDS) DE-ENERGIZED TIME (1 - 45 MINUTES) POWER CORD (OPTIONAL) MODEL # 0KC-822. 6-FT LONG WITH A THREE PRONG PLUG INCLUDING A DIN CONNECTOR FOR AFl'ACHING TO THE TIMER (MODEL # OKC-821"TIMER ONLY"). I'- 10,000 .... I-- 1'1250iTYP) , 1.1250 ('P(P) SOLENOID -.75oo (wP) 10,000 12.25 DETAIL OF TEMP CONTROL STATION Page 3 of 5 THHW/THWN COPPER ClROUFT CONDUCTORS AND ONE 1/0 AWO ~ INSULATED COPPER EQUIPMENT OROUNDrRO CONDUCTOR (I'fPICAL OF 2). T PROVIDE AND INSTALL A UllUIY APPROVED METER SOCKET INCH UNDER-SLAB CT/MCB 208Y/120V ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE ]~00 OORPER~ EQUIPMENT GROUNDING CONDUCTOR, (2} 2-]/2 INCH EMI CONDUIT CONTAINING FOUR #000 THHN/THWN COPPER C)RCUIT CONDUCTORS AND ONE #6 AWG INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR (TYPICAL OF 2). SINGLE LINE DIAGRAM AUDIO PAGING SYSTEM NOTES: A BOGEN OVERHEAD PAGING SYSTEM IS TO BE INSTALLED THROUGHOUT THE FACIUTY, LOCATE SPEAKERS AS SHOWN ON THESE PLANS. ALL OTHER EQUIPMENT IS TO BE CENTRALLY LOCATED PER THE OWNERS DISCRETION. SYSTE~ SHALL CONTAIN THE FOLLOWING COMPONENTS, CONNECTED AS SHOWN IN THE UNE DIAGRAM: PBX INPUT STATION TAMB: TELEPHONE INTERFACE NR~O0: NIGHT RINGER TP~OD: BACKGROUND MUSIC SOURCE (VERIFY EXACT REQUIREMENTS WFITt OWNER PRIOR TO PURCHASE) GS SERIES AMPUF1ER: 70 V MBSIOOOA: FRONT DESK PAGING MIC ANS501 AND ANS5OOM: AMBtE]~IT NOISE LEVEL SENSOR S86: CEIUNG MOUNT SPE. AKERS MBSI O00A SERIES ~) S86 OVERHEAD COMMUNICATIONS SYSTEM 866,DLL7078 {INDOOR AIR QUALITY TOLL FREE HVAC I NOISE CONTROL 860.889.7078 T ILIGHTING 860.204.0419 F I ELECTRICAL 116 MAIN STREET PLUMBING NORWICH, CT 06360 F RE PROTECT ON WWW.DESIGNLEARNED.COM SOUTHOLD ANIMAL SHELTER ADDENDUM #2 ITEMS MONDAY~ MARCH 19~ 2007 UNDER SLAB VAPOR BARRIOR: -DRAWING 40 AND 43 CALLS OUT FOR 6 MIL POLYETHELENE -CONCRETE SPECIFICATION SECTION 03300 (PG. 5, 2.2 A) DETAILS A REINFORCED VAPOR RETARDER -SECTION 07133 MENTIONS THERMAL PLASTIC SHEET WATERPROOFING CLARIFICATION OF WHAT TO USE WHERE IS REQUIRED. RESPONSE: THE MINIMUM REQUIREMENTS ARE 6 MIL IN ACCORDANCE WITH SECTION ! 911 OF NYS BC THROUGHOUZ ADDITIONAL REQUIREMENTS WILL BE A T SUGGESTION OF MANUFACTURER FOR PROPER PERFORMANCE OF ANY PRODUCTS CHOSEN B Y CONTPMCTOR (CONCRETE AND FLOORING). STRUCTURAL ENGINEER WOULD PREFER THAT THE REINFORCED VAPOR RETARDER AS DESCRIBED IN CONCRETE SPECS. SECTION 03300 (PAGE ,5, PARAGRAPH 2.2A)BE PRICED FOR THIS PROJECZ SECT[ON 03300 FLOOR I~INISHES: THIS SECTIONS MAKES KEFERNCE TO SEVERAL TYPES OF FLOOR FINISHES: 1.) INTEGRALCOLOR(CONCKETEADMIXTURES)PART2.1F 2.) PIGMENTED MINERAL DRY SHAKE FLOOR HARDENER, PART 2.5 3.) SLIP RESISTANT AGGREGATE FINIS H PART 2.6 CLARIFICATION ON WHERE THESE FINISHES WILL BE INSTALLED, iF THEY WILL HE INSTALLED, AND WHETHER ANY CONFLICT WITH PROPOSED FLOORING DESIGNATIONS. RESPONSE: IN THE DESIGN FOR RASE BID, ALL FLOORS WILL BE COVERED WITH EPOXY FLOORING. INTEGRAL COLOR FOR FLOOR WILL ONLY BE USED IF THE EPOXY FLOOR IS ELIMINATED. THE SLIP RESISTANCE NEEDS TO MEET CODES, AND WILL BE USED ONLY IF THE PRODUCT SELECTED DOES NOT MEET CODE REQUIREMENTS. KENNEL CAGING: 1 .) THERE APPEAR TO BE REFERENCES TO BOTH STAINLESS STEEL AND GALVEN1ZED FOR THE KENNEL CAGING MATERIALS. WHAT TYPE WILL BE REQUIRED FOR BIDDING PURPOSES? RESPONSE: THE INDOOR/OUTDOOR KENNEL RUNS WILL BE GALVANIZED. THE CAGING (SUCH AS FOR CAT AND DOG ISOLATION ROOMS IS STAINLESS STEEL. STAINLESS STEEL RUNS MAY BE LISTED AS AN OPTION. 1 of 5 866,DLI.7078 IINDOOR AIR QUALITY TOLL FREE I HVAC NOISE CONTROL 860.889.7078 T ILIGHTING 860.204.0419 F I ELECTRICAL 116 MAIN STREET PLUMBING NORWICH. CT 06360 FiRE PROTECTION WWW. DESIGN LEARN E D.COM 2.) ARE THE PROTECTIVE COVERS FOR THE TRENCH DRAINS PART OF THE CAGING UNITS THEMSELVES OR IS THIS A SEPARATE ITEM.'? RESPONSE: T-KENNEL WAS CONTACTED AND THE COVERS CAN BE INCLUDED AS PART OF THE CAGING SYSTEM. BIDS SHOULD INCLUDE THE TRENCH COVERS AS PART OF CAGING COSTS. 3.) PLEASE CLARIFY IF ALL KENNEL PARTITIONS ARE TO RECEIVE TOP PANELS. RESPONSE: ~ILL INDOOR KENNEL RUNS ARE TO RECEIVE TOP PANELS. THE EXTERIOR RUNS ARE TO HA VE THE VERTICAL PANELS EXTEND TO THE ROOF. SEE DETAIL #10NA$.3 EPOXY I~LOORING: THE FLUID APPLIED FLOORING SECTION 09670 OUTLINES SEVERAL TYPES OF EPOXY FINISHES. SOME ARE ¼ INCH APPLICATIONS WHILE OTHERS ARE 1/8 INCH. SOME CALL FOR BROADCASTING, OTHERS DO NOT. PLEASE VERIFY WHAT EPOXY FLOORING OPTION IS TO BE PRICED FOR BIDDING. RESPONSE: THE PREFERRED ONES ARE EITHER AMERICAN HI- TECH FLOORING, DUE TO 1TS PROVEN ABILITY TO BRIDGE EXPANSION JOINTS AND KEV-GARD, AS 1TlS THE ONLYNONTOX1C VERSION. SAMPLE INSTALLATIONS NEED TO BE PROVIDED. BRIDGING CONTROL/EXPANSION JOINTS, COVE DETAIL AT WALL AND ABILITY TO EXTEND UP THE WALL ARE THE FAVORED FEATURES. IN ALL CASES SA31PLE APPLICATIONS WILL BE REQUIRED TO ENSURE SU1TABILITY AND ABILITY TO BE SUCCESSFULLY APPLIED TO SI~4B ON GRADE/WALL APPLICATIONS. BROADCASTING IS NOT REQUIRED UNLESS NECESSARY FOR SLIP RESISTANCE. WALL FINISHES: ROOMS 18 AND 19 APPEAR TO HAVE CONFLICTS WITH INTEGRALLY COLORED CMU ON HALF OF THE WALL AND NON- COLORED NRG BLOCK ON THE OTHER HALF. PLEASE CONFIRM WHAT IS TO BE DONE IN THESE AREAS WHERE WALL FINISHES ARE NOT UNIFORM. RESPONSE: ALL THE CMU/ NR G BLOCKS HA VE INTEGRAL COLOR. TWO COLORS ARE USED, WHICH ARE DETAILED IN THE FINISH SCHEDULE. WHEN THE TWO COLORS B UTF A T A CORNER DETAILS ON A 4.2 ILLUSTRATE THEIR JUNCTURE. 2 of 5 866.DLI.7078 TOLL FREE 860.889.7078 T 860.204.0419 F 116 MAIN STREET NORWICH, CT 06360 INDOOR AIR QUALITY HVAC NOISE CONTROL LIGHTING ELECTRICAL PLUMBING FIRE PROTECTION WWW,DESIGNLEARN ED.COM WASHERS AND DRYERS: MODEL NUMBERS LISTED IN PLUMBING SCHEDULE ON P-l ARE NOT CURRENT. MAYTAG HAS RECENTLY UPDATED MODEL DESIGNATIONS. ALTEKNATE MODELS ARE LISTED BELOW AND SHOULD BE PRICED ACCORDINGLY. RESPONSE: THE PLUMBING FIXTURE SCHEDULE LISTS THE FOLLOWING WASHER AND DRYER SPECIFICATIONS: COMM. WASHER: MAYTAG MFR35PN COMM. DRYER: MAYTAG MDG5OMNV RES. WASHER: MAYTAG MAH7500A WW RES. DRYER: MAYTAG MDG7500AWW PLEASE REPLACE THESE MODELS WITH THE FOLLOWING CURRENT UNITS FOR BIDDING PURPOSES: COMM. WASHER: MAYTAG MFR4OPN COMM. DRYER: MAYTAG MDGS1PN RES. WASHER: MAYTAG MAH6500A WW RES. DRYER: MAYTAG MDG5500A WW SITE AND UTILITY QUESTIONS: 1.) WHO IS RESPONSIBLE FOR WATER DISTRIBUTION (WATER MAIN, HYDRANT) AND GAS PIPING WITH ALL RELATED WORK; TRENCHING AND SITE WORK, ASPHALY RESTORATION SHOWN ON DRAWINGS?(WD-1 THRU ~,VD-3) RESPONSE: SEE PROPOSAL FOR3IS AND PLANS: CONTRACT 3 ITEM #3 - CONTRACT 3 ITEM ~2 ~ PLUMBING CONTRACTOR BID ITEM (SEE ITEM DESCRIPTION) INTERNAL PLUMBING INCLUDES ALL INTERNAL GAS PIPING. KEY SPAN TO INSTALL SERVICE PIPING. BUILDING CONNECTION TO MAIN B Y PLUMBER. 2.) WHO HAS RESPONSIBILITY FOR HAIR TRAP WITH 6" CLASS 2400 PIPE FROM SEPTIC TANK SHOWN ON C.004 DRAWING.'? RESPONSE: SEE CONTRACT A - ITEM #9 PROPOSED SANITARY SYSTEM 3 of 5 866.DLI.7078 I INDOORAIR QUALITY TOLL FREE HVAC I NOISE CONTROL 860.889,7078 T I LIGHTING 860,204.0419 F I ELECTRICAL I 116 MAIN STREET PLUMBING NORW CH, CT 06360 F RE PROTECTION VWVW.DESIGNLEARNED.COM 3.) WHERE 1S THE STARTING POINT FOR THE NEW GRAVEL DRIVEWAY FOR ACCESSING TO SITE OF GC WORK? IT WILL BE AFTER NEW SECURITY ENTRY GATE TO PARKING SPACES? RESPONSE: RCA BEDDING IS SPECIFIED AS 13, 000 S.F. - THIS INCLUDED THE NEW GRA VEL DRIVEWAY EXTENDING SOUTHERNL y TO THE EXISTING ASPHAULTPAVEMENTLOCATED SOUTH OF THE NEW HYDRANT. 4.) WHEKE IS THE STARTING POINT FOR RCA BEDDING FOR ASPHAULT (NIC) PARIC1NG LOT? END OF CONCRETE CURB SHOWN ON C.003 DRAWING? Response: LIMITS OF RCA BEDDING FOR ASPHA ULT IS THE AREA WHERE THE PUBLIC PARKING IS LOCATED. THE END OF CONCRETE CURB IS NOTED AS ,~REA A. THE REMgiNING CURB, +/- 60 L.F. WILL BE CONSTRUCTED WITHIN THE LIMITS OF AREA B. THE EXISTING FACILITY MUST BE DEMOLISHED BEFORE THIS CURBING CAN BE INSTALLED. 5.) WHO IS RESPONSIBLE FOR THE CIRCLED FENCE AT THE NORTHWEST CORNER SHOWN ON DRAWING C.0037 Response: THIS ITEM IS N.I. (2 6.) WHO 1S RESPONSIBLE FOR THE ASPHAULT STRIPPING SHOWN ON DRAWING C.003 ? Response: THIS ITEM IS N.L C. 7.) WHO IS RESPONSIBLE FOR THE FRONT FENCE AND GATE AT THE DUMPSTER SHOWN ON A.001 DRAWING? Response: THIS ITEM IS N.I.C. 8.) WHO IS RESPONSIBLE FOR THE GROUND WORK FOR THE FLAG POLE? LIKE EXCAVATION AND CONCRETE WORK. Response: THIS ITEM IS N.[. (2 MEMBERS: AMERICAN BOARDING KENNELS ASSOCIATION, HUMANE SOCIETY OF THE UNITED STATES 4 of 5 866.DLI.7078 TOLL FREE 860.889.7078 T 860.204.0419 F 116 MAIN STREET NORWICH. CT 06360 INDOOR AIR QUALITY HVAC NOISE CONTROL LIGHTING ELECTRICAL PLUMBING F RE PROTECTION WWW.DESIGNLEARN ED.COM TRENCH DRAIN SYSTEM: PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DRAIN MATERIALS AND OVERSEEING PROPER INSTALLTION WHICH INCLUDES SETTING TRENCH RUNS PRIOR TO FINAL CONCRETE POUR AND SLOPING OF KENNEL RUNS PERFORMED BY CONCRETE CONTRACTOR. MEMBERS: AMERICAN BOARDING KEAWELS ASSOCIATION, HUMANE SOCIETY OF THE UNITED STATES 5 of 5 21/03 '07 WED 14:27 FAX 631 765 9145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3390 915168261601 21/03 14:24 02'31 7 OK Mar 20 07 10: lla ELIZABETH A. NI~.VI~,LF. TOWN CLERK REGL~TRA~ OF V~TAL 8'f ATI~TIC,~ ~GE O~ICER RECO~S ~A~ENT OFFJCEE F~EDOM OF ~ION OF~CER Town HaU. ,53095 M3/n P.O. Box 1179 $ou~hold. New York 11971 Fax 1631) 765o614§ Telephon= (631) 765-1800 ~ov t.hoid~own.n or~h/brk.not OFFICE OF 'l'~l~ TO~'N CLERK TOWN OF SOUTHOLD F A X To: From: D~te: Pages: To follow find ~pu~ To~ Ci~rk 6 ~clud~g cover Sou~o)d To~ ~al Shelter Addendum ~2 3/19/~7 Please sigu and fax this sheet back to 631-765-~145 as acknowledgment that this fitx was rc~c/vcd in its entirety $ig~ Print 20/03 '07 TUE 09:27 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3369 915168261601 20/03 09:25 02'00 6 OK ELIZABETH A. NRVILLE TOWN CLERK IfEGLqTRA~ OF ~-ITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF LNFORMATION OFFICER Town HaLl. 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-614~ Telephone (631) 765-1800 so ul~oldtown.n or,h fork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To: From: Date: Pages: To follow find Lynda M Bohn Deputy Town Clerk March 19, 2007 6 including cover Southold Town Animal Shelter Addendum #2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 19/03 '07 M0N 15:32 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** ERROR TX REPORT *** TX FUNCTION WAS NOT COMPLETED TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3364 915168261601 19/03 15:31 00'00 0 NG #018 EI,IZ~BETH A. NEVILLE TOWN CLERK REGISTRAR OF 3~TAL STATISTICS MARRIAGE OF~CER RECORD~ ~A~MENT OFFICER FREEDOM OF INFO~TION OFFICE~ Town Hall, 53095Main Road P.O. Box 1179 Southold, NewYork 11971 Fax(631) 765-6145 Telephone(631) 765-1800 zoutholdtown.north/brk.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD g A X To: From: Lynda M Bohn Deputy Town Clerk Date: March 19, 2007 Pages: 6 including cover To follow find Southold Town Animal Shelter Addendum #2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as acl~owledgment that this fax was received in its entirety 21/03 '07 WED 14:24 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3388 21/03 14:21 02'13 7 OK 95638322 EIJ~A~BETH A. NEVILLE TOWN CLERK RECiSTR,~R OF VITAL STATISTICS M. ARRIAGE Olq'FICER RECORDS MANAGEMENT OFFICER FREEDOM OF ~EO~ATION OFFICER OFFICE OF ~ TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 7(15-1800 southold~wn.north/brk.net F A X To.- From: Company: Fax: Lynda M Bolm Deputy Town Clerk Date: bl-~qlq~41~= Pages: b including cover To follow find March 21, 2007 7 pages Southold Town Animal Shelter ~0Menvllmm~,~... Addendum 3/21/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment 19/03 '07 SON 14:52 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3356 19/03 14:50 01'58 6 OK 95638322 ELIZABETH A. N]~VILLE ·OWN CL~P,K REGISTRAR OF VITAL STATISTICS M~RRIAGE OFFICER RECORDS MANAGEIV/ENT OFFICER FREEDOM OF INFORMATION OFFICER Town flall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fox (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor th fork.net OFFICE OF THE TOWN CIA~RK TOWN OF SOUTHOLD F A X To: From: Company: Fax: Date: Pages: To follow find Lynda M Bohn Deputy Town Clerk March 19, 2007 6 including cover Southold Town Animal Shelter Addendum #2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as acknowledament that this tax was 21/03 '07 WED 14:20 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST, TIME USAGE T PGS. SENT RESULT 3366 21/03 14:18 02'08 § OK 92540664 EI.IZ~kBETH A. TO~N CLERK REGISTRAR OF VITAL STATISTICS 1VLARRIAGE OFFICER RECORDS M-,kNAGF, MEN T OFFICER FREEDOM OF INFORNL, kTION OFFICER Town Hal], 53095 Main Road P.O. Box 1179 Southold, New York 11971 F~x (631) 765-6145 Telephone (631) 765-1800 ~o utholdtown.nor th£ork,net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To: Company: Fax: From: Lynda M Bohn Deputy Town Clerk Date: Mmut~d~4~7~- March 21, 2007 Pages: 6 including cover To follow find 7 pages Southold Town Animal Shelter ~ Addendum #3 ....... 3/21/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 21/03 '07 WED 14:34 FAX 631 765 6145 SOUTIt0LD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO 3387 CONNECTION TEL CONNECTION ID ST. TIME 21/03 14:34 USAGE T 00'31 PGS. SENT 1 RESULT OK 92540664 19/03 '07 MON 14:50 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3355 19/03 14:48 01'57 OK 92540664 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARBAAGE OFFICER RECORDS M.A-NAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town tle, Ll, 53095 Mare Road P-O. Box 1179 Southold, New Ym'k 11971 Fax (6,~1) 765-6145 Telephone (631) 765-1800 sou thold~own.nm'thfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To: Company: Fax: From: Lynda M Bohn Deputy Town Clerk Date: March 19,2007 Pages: 6 including cover To follow find Southold Town Animal Shelter Addendum #2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as ackno~vledgment that this fax was 21/03 '07 WED 14:16 FAX 631 7§5 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3385 21/03 14:14 02'19 7 OK 94621997 ELIZABETH A. NEVILLE TOWN CLERK REGI~Tr/~R OF VITAL STATISI.'ICS MARR?~.GE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hail, 53095 MEn Road P.O. Box 1179 Southold. New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 sou tholdtown_nor thibrk, net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To: Company: Fax: From: Lynda M Bohn Deputy Town Clerk Date: ~-x~=~2~:7~ Pages: 6:including cover March 21, 2007 7 pages Southold Town Animal Shelter Ant~ Addendnm #3 3/21/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 19/03 '07 MON 14:37 FAX 631 765 6145 SOUT~IOLD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST, TIME USAGE T PGS. SENT RESULT 3352 19/03 14:35 02'02 6 OK 94621997 EIX~BETH A. NEVrLLE TOWN CLERK REGI~STF~AR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS M-A~AGEMENT OFFICER FREEDOM OF INFO~ATION OFFICER Town Ilall, 5;~095 Main P~ad P.O, Box 1179 Southold, New York 11971 Fax (6311) 765-6145 Telephone (631) 765-1800 southoldtown.nor tlffork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTIIOLD F A X To: From: Company: Fax: Lynda M Bohn Depuly Town Clerk Date: March 19, 2007 Pages: 6 including cover To follow t'md Southold Town Animal Shelter Addendum #2 3/19/07 Pleasc sign and fax this sheet back to 631-765-6145 as acknowledgment that thiz fax was 21/03 '07 WED 14:11 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST, TIME USAGE T PGS. SENT RESULT 3384 21/03 14:09 02'15 ? OK 97286107 ELIZABETH A. NEVILLE TOWN CLERK KEGISTRAR OF VITAL STATISTICS MARRL~G E OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF } NFORMATION OFFICER Town Hall, 53095 Main Road P,O, Box 1179 Southold, New York 11971 Fax (6;~1) 765-614,5 Telephone (631) 765-1800 southo]dtown.north 5) rk.net OFFICE OF THE TOVfN CLERK TOWN OF SOUTHOLD F A X To: Company: Fax; From: Lynda M Bohn Deputy Town Clerk Date: ~n~:~nal~pg~a- Pages: 6 including cover To follow find March 2!, 2007 7 pages Southold Town Animal Shelter ~ Addendum #3 3/21/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 19/03 '07 MON 15:19 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 ********************* *** TX REPORT *** ********************* TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TI~E USAGE T PGS. SENT RESULT 3366 19/03 15:17 01'57 6 OK 97286107 ELiZd~BETH A. NEVILLE TOWN CLERK REGISTIkAJ~ OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFOB, MATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor thfork.nct OFFICE OF THE TOWN CL~HK TOWN OF SOUTHOLD F A X To: Company: Fax: From: Lynda M Bohn Deputy Town Clerk Date: March 19, 2007 6 including cover To follow find Southold Town Animal Shelter Addendum #2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 21/03 '07 WED 14:04 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PCS. SENT RESULT 3382 21/03 14:01 03'32 7 OK 97651744 ELIZABETH A. NEVILLE TOWI~I CLERK REGISTr6M-I OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAG]~MENT OFFICER Ft~E~DOM OF INFORMATION OFFICER Town Hall, 53095 Ma~n Road P.O. Box 1179 ~uthold, New York 11971 Fox (631) 765-6145 Telephone (6311) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To; Company: Fax: From: Date: Pages: 64ncluding cover Lynda M Bohn Deputy Town Clerk March 21, 2007 7 pages Southold Town Animal Shelter ~ Addendum #3 3/21/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 19/03 '07 dON 15:13 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** ********************* TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3363 19/03 15;10 02'57 6 OK 97651744 ELIZABETH A. NEVILLE TOWN CLERK REGISTR2~R OF VITAL S'PATISTIC~ 1W_AFOIIAGE OFFICER RECORDS MANACEMENT OFFICER FREEDOM OF INFOti~iATION OFFICER Town Hall, ,53095 Main Road P.O. Box 1179 Southold, New York 11971 F~x (631) 765-6145 Telephone (681) 765-1800 soui,holdtown-n0rthfork-net OFFICE OF THE TOWN CLERK TOWN OF SOUTI4OLD F A X To: From: Lynda M Bohn Deputy Town Clerk Date: March 19, 2007 Pages: 6 including cover To follow find $outhold Town Animal Shelter Addendum #2 3/19/07 Please sign and fax this shcet back to 631-765~6145 as acknowledgment that this fax was 21/03 '07 WED 14:30 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 ********************* *** TX REPORT *** ********************* TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST, TIME USAGE T PGS, SENT RESULT 3381 21/03 14:27 02'14 7 OK 94733762 ELIT~ABETH A. NEVILLE TOWN CLERK REC-ISTRA~ OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICEIt FREEDOM OF INFORMA'PION OFFICER Town Hall, 5309,5 Main l{oad P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.aortb, fork.nct OFFICE OF THE TOWN CLE, RK TOWN OF SOUTIiOLD F A X To: From: Lynda M Bohn Deputy Town Clerk Date: ~a~ ~ .a-7'- March 21, 2007 Pages: ~ including cover 7 pages Southold Town Animal Shelter akMaV~Xams~.=~= Addendum #3 g.". _".'_"7 3/21/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 19/03 '07 MON 15:00 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT TRANSMISSION TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3361 19/03 15:04 01'57 6 OK 94733762 ELIZZ-BETH A. NEVILLE TOW~ CLERK REGISTRAR OF VITAL S?ATISTICS MAR RL~GE OFFICER RECORDS MANAGEMENCP OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 snutholdtox~n.northfork.nct OFFICE OF THE TOWN CL~RK TOWN OF SOUTHOLD F A X To: From: Company: Fax: Date: Pages: To follow find LyndaMBohn Depu~ Town Clerk March 19, 2007 6 including cover Southold Town Animal Shelter Addendum #2 3/19/07 Plea.se s.ig, n .and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 21/03 '07 WED 14:08 FAX 631 765 6145 $OUTIt0LD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3380 21/05 14:05 02'17 7 OM 92548015 ELIZABETH A. NEVILLE TOWN CLERK REGI~3TR2~R OF VITAL STATISTICS MARRLAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O_ Box 1179 Southo]d, New York 11971 Fax (631) 765-6145 Telephone (631) 765-]800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTIJOLD F A X To-- Company: From: Lynda M Bohn Deputy Town Clerk Date: ~ Pages: ~ including curer To foflow find March 21, 2007 7 pages Southold Town Animal Shelter d~i~n~anu~-~ Addendum #3 ...... ~ 3/21/07 Plea.se s~.n ~nd fax this sheet bark to 631-765-6145 as acknowledRment that this fax was MAR.19.200? 2: 45PM STALCO CONSTRUCTION MO. S6S P. 1/1 ~uth~ld, New Ynrk 11971 Telephone (63Z~ 765-1800 ~outhcldt~w~.nor-,~brk. ne~ OFFICE OF THE TOW~i CL~RK TOWN OF SOUTHOLD F A X To: Company: Date: To f~ollow find Lynda ]M Bohu' Deputy Town Clerk March 19, 2007 6 including cover Southold Town Animal Shelter Addendtun g2 3/19/07 Please sign and fax this sheet back to G31-76S-614S as acknowledgment that this fax was reccivcd in i~ entirety Sign ~'~ Print £: 56PM STALCO CONSTRUCTION NO. 565 P. 1/1 OFFICE OF THE TOWN TOWN OF SOUTHOLD F A X To: Company: Date: Pa~e~: To follow ~nd Lynda M Babu' Deputy Town Clark Murch 19, 2007 fi [ueludin~ cover Southold Town Animal Sbeltor Addendum ~2 311910"/ Please sign and fax this sheet back to 631-76~-614S af acknowledgment that thb fax was received in it~ entirety Sign ~ Print 19/03 '07 M0N 15:04 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** ********************* TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3360 19/03 15:02 02'00 OK 92548015 ELIZABETH A. N~EVILLE ToBrN CLERK REGLqTRAR OF ~TAL STATISTICS M~R~GE OFFICER RECORDS ~AGEMENT OFFICER FBEEDOM OF INFO~ATION OF~CER Tov~ H~ll, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fa~ (6;~1) 765-6145 Telephone (631) 765-1800 sout holdtown,northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To.' Company: Fax: From: Lynda M Bohn Deputy Town Clerk Date: March 19, 2007 Pages: 6 including cover To follow find Southold Town Animal Shelter Addendum #2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 21/03 '07 WED 14:00 FAX 031 765 6145 SOIVI~IOLD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TI~E USAGE T PGS. SENT RESULT 3379 21/03 13:56 03'31 7 OK 99680344 ELIZABETH A. NEVIT.LE TO~'N' CLERK REGISTRA~ OF VIT~A. STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFF1CER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southo]dtow~,north.[ork,~et OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To: Company: Fax: From: Lynda M Bohn Deputy Town Clerk Date: March 21, 2007 Pages: 6;including cover 7 pages To rub find Southold Town Animal Shelter ~ Addendum #3 3/21/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 03/20/~007 0~:18 6B1~6@03~4 $ J HOERNING CONST P~GE ,L.~q,~ v; ,u*.,~q &~;o~ ~A~L uJt ot4e ~OUTHOLD ~0~' CLER~ OFFICE OF TH~ TO~f CLERK TOWN OF ,~0UTHOLD F _A x To: byod. M Bohn Deputy Town Clerk Mareh 19, 2007 6 ineluding cover To roliow find Southoid Town AaJmuj Shelter Addendum ~ Pleale I|Su and fax this sheet back to 631-76~-6145 as aclmowledgment that this fax was ~olv~ Ii its entire~ Sign Print 19/03 '07 MON 15:02 FAX 631 765 6145 SOIfFHOLD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3359 19/03 14:59 02'54 OK 99680344 ELIZA.BETH A. NEVILLE TOWN CLERK REOISTRA.R OF VITAL STATISTICS MARRIAGE OFFICER F. ECORDS MANAGEM~ENT OFFICER FREEDOM OF INFOHMATION OFFICER Tawn IIall, 53095 M~in Road P.O. Box 1179 Southold, New York ] 1971 Fax (631) 765-6145 TeD. phone (631) 765-] 800 southoldtown,northfork.net OFFICE OF THE TOWN CL~,RK TOWN OF SOUTHOLD F A X To: From: Company: m: Lynda M Bohn Deputy Town Clerk Date: March 19, 2007 Pages: 6 including cover To follow fred Southold Town Animal Shelter Addendum #2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as acknowledement that this fax wac 21/03 '07 WED 13:58 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3378 918007749097 21/03 13:54 02'15 7 OK ELIZA-BETH A. I~-EVILLE TOWN CLERK REGISTI-tAI~ OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Mum Road P.O. Box 1179 ~uthold, New York 11971 Fax (681) 765-6145 Telephone (631) 76.5-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To: CompanyXe~ C~2Fr~C.~-~,o~ -'~Ar~r ra~: I -~o --~Tq - ~O~tq From: Lynda M Bohn Deputy Town Clerk Date: ~ia;;.i~ 19, 2~7 March 21, 2007 Pages: including cover 7 pages To follow find Southold Town Animal Shelter ~'--'~--~--- Addendum #3 g,g-g;g-7. 3/21/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 0~/19/2007 M0N 1~8 FAX 770209~51 NATIONAL SALES Lg/O~ '07 M0N 14:56 FAX 631 765 6145 gdffithsjj SOUT~OLD TOWN Sou~ol~, New York 11971 (631) 7~145 ~utkold ~wn.nor~ork,ne~ ~O01/OOl ~ 001 OFFICE OF THE TOWN CLERK TOV~NOFSOUT~OLD F A x To: tax: I - ~OO - 7~,q - 909 '7 From: Lynda M Bohn Dcpuly Tow~ Clerk Date: March 19, 2007 Pages: 6 including cover To follow find Southold Town Animal Shelter Addendum #2 3119/07 i Please sign and fax this shect back to 631-765-6145 as acknowledgment that this fax was received in its entirety /,,. s,. Print Date; 19/03 '07 M0N 14:58 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3358 918007749097 19/03 14:56 01'59 6 OK EL1ZABErii A. NEVrLI,E TOWN CLERK REGISTB. A.R OF VITAL STATISTICS MARRIAGt~ OFI~'ICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hail, 53095 Main Road P.O_ Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldto~,n.norLh~ork.ne~ OFFICE OF TIlE TOWN CLERK TOWN OF SOUTHOLD F A X To: From: Lynda M Bohn Dcputy Town Clerk Date: March 19,2007 Pages: 6 including cover To follow find Southold Town Animal Shelter Addendum//2 3/19/07 Please sign and fax this shect back to 631-765-6145 as acknowledgment that this fax was 21/03 '07 WED 14:49 FAX 831 765 6145 S0[PI'HOLD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3393 21/03 14:48 00'31 1 OK 92180070 21/03 '07 WED 14:32 FAX 631 765 6145 SOUTIt0LD TOWN CLERK ~001 *** TX REPORT TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3392 21/03 14:30 02'09 6 OK 92180070 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MA~A~IAG E OFFICER RECORDs MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hail, 53095 Main I~ad P.O. Box 1179 Southold, Now York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To: Company: Fax: From: Lynda M Bohn Deputy Town Clerk Date: '' : ....... - March 21,2007 Pages: bincluding cover 7 pages To follow find Southold Town Animal Shelter A~l~nd~m-g2r~ Addendum #3 ~ .~,/"~-~, ~ 3/21/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 03/19/2007 1~:34 FAX 631 2180072 '07 1/oN 14:40 F.4_Y,, 8~1 76 ELDOR CONTRACTING CORP SOWI~OLD TOWN CLI~,K M,~,-~tlAGE O~FTCER I~IO01~.D,~ i~kNAGEM~LNT OFFICEI~ [~001 ~ool To~m Hull, 53095 l~n P~ad ?.0, B~x 1179 So~mld, New York 11971 F~x {6313 765-61~5 T~cphone (~1) v66-1800 OFFICE OF TI:~. TOWN CLI, I1~K TOWN OF SOUT]IOLD F A X To: From: Date: Page~: To follow find L~da M B~ DepuW To~ Clerk March 19~ 2007 6 ~clud~g cover So.hold To~ ~al Shel~er Addendum ~2 3/19/07 Please sign and fax this sheet back to 631=76S-6145 as acknowlcdgmen~ that this fax was received in its enti~ SiEn fPr~ut Catherine Bromberg, Ac]m. A~sist. Eldor Contracting Corporation (631) 218-0010 Date: March 3.9, 2007 19/03 '07 M0N 14:47 FAX 631 765 6145 SOIHHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3354 19/03 14:45 01'58 $ OK 92180070 ELIZ&BETH ~ NEVILLE TOWN CLEI~K REGISTRAR OF VIT~ STATISTICS MANGE OFFICER ~CORDS ~AG~MENT OF~CER F~EDOM OF INFO~TION OFFICER Towa Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 ~outholdtow~.no~b. fork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTIIOLD F A X To: From: 00-70 Date: Pages: To follow find Lynda M Bohn Deputy Town Clerk March 19, 2007 6 including cover Southold Town Animal Shelter Addendum//2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 21/03 '07 WED 14:38 FAX 631 765 6145 SOU~0LD TOWN CLERK *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3395 21/03 14:35 03'23 7 OK 94473851 $OUTi~OLD TOWN OFFICE OF Tlql~. TOWi~ CLEI~ TOV~ OF $OUTHOI,D NO. 1059 P. 1 ~ool Town Hat~, 6309/~ Mai.u Road P.O, ~ox 1179 ~)u~o]d, ~ew York 11971 F~ (631) 765-6145 T~ephonc (621) 765-1800 sout~oldto~_ ~o~h fork. ~et F A X To: From: Company: Fax: Date: Pages: To follow find Lynda M Bohn DepuW Town Clerk March 19, 2007 6 including cover $outhold Town Animal Sheltcr Addendum//2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as aclmowledgment that this fax was received in its ent/rcly Print ~'~ Date: 19/03 ~07 M0N 15:23 FAX 631 765 6145 SOUTHOLD TOWN CLERK [~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3367 19/03 15:21 01'59 6 OK 94473851 ELIZABETH A. NEVILLE TOWN C LF~RK R~GIST~AR OF VITAL STATI~q?ICS MAiL, GE OFFICER RF~CORDS M~AGEMENT OFFICER FREEDOM OF INFORM. ATION OFFICER Tow~ Hall, 53095 Main Road P.O. Box 1179 ~)uthold, New York 11971 Fax (1831) 765-6145 Telephone (631) 765-1800 southoldtovna, north fork. net OFFICE OF THE TOWN CLERK TOWN OF SOUTI-IOI,D F A X To: From: Date: Pages: To follow find Company:-~¥~o~e~ ~ Lynda M Bohn Deputy Town Clerk March 19, 2007 6 including cover Southold Town Animal Shelter Addendum #2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as aeknowl~do*n~.~ th~ ~!,;o ~ ...... 21/03 '07 WED 14:41 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3394 918563240157 21/03 14:39 02'20 7 OK ELIZABETH A. NEVI TOWN CLERK REGISTRAR OF VITAL sq-'ATLqTICS I~%'{RIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF FNFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 F~ (631) 765-614,5 Telephone (631) 765-1800 southoldtown.north fork.net OFFICE OF THE TOWN CLF. P,K TOWN OF SOUTHOLD F A X To: From: Date: Pages: ~including cover To fo~ow fred Lynda M Bohn Depu~ Town Clerk March 21, 2007 7 pages Southold Town Animal Shelter ~ Addend~ ~ 3/21/07 Please sign and lax this sheet back to 631-765-6145 as acknowledgment that this fax was ELIZABIKTH A. NEVILLE TOWN CLE~I/ REG[~"t'EAK OF VITAL ~TA~ i~ECO~DS ~A~'~NT OFFICER FREEDOM OF ~TION O~CER T0:15317656145 P.1 Town Haig 5~095 M~in Road P.O. Box 1179 South01d, New York 11971 F~.x (631) ~65-6145 Telephone (631) 765-1800 s~t~hol~o~for~n~ OFFICE OF THE TOWN CLEEK TOWN OF SOUTHOLD F A X To; Date: Pages: To follow find Comp#ny: ~'~e' ~_~-.~- ~-~ ',\ ~ Lynda M Bohn Depu~ Town Clerk March 19, 2007 6 i.~ud~g cover Southold Town ~nim~l Shelter Addendum ~ 3/19/07 Please sign and fax thiz shect hack to 631-765-6145 as acknowledgment that this fax was received in its entirety Sign Print 19/03 '07 M0N 14:42 FAX 631 705 6145 SOUTMOLD TOWN CLERK ~001 *** TX REPORT ********************* TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3353 918563240157 19/03 14:40 02'01 6 OK ET.TT~ETH A. N'Er~LLE TOWN CLERK REGISTRAR OF ~T~ STATISTICS ~GE OFFICER RECO~S ~AGEM~NT OFFICER FREEDOM OF ~O~TION OFFICER Town tI~l~, 53095 Main Road P_O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (6,'~1) 765-1800 sour holdtown.nor thfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X To: From Date: Lynda M Bohn Deputy Town Clerk March 19, 2007 Pages: 6 including cover To follow find Southold Town Animal Shelter Addendum//2 3/19/07 Please sign and fax this sheet back to 631-765-6145 as acknowledgment that this fax was 21/03 '07 WED 14:44 FAX 631 765 6145 SOl.HOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3396 92712335 21/03 14:42 02'21 7 OK FReEI~OM ¢ so ,~rao~ ,To~ c~ OFFICE OF ~ TOWN CI.E~ TOWN OF SOUTt{OLD F A X Lynda M Bohn Deputy Town Clerk r,lo. ~,99 P. ~'"~ (~ o0~1, '2 Tow~ Ha!l, ~S095 ~t~ ~mi ,, . '( ~ P.O. B~ 1~79 ~t~, NeW Y~k 11~1 ~a~ (621) 7~-fl146 ~ I~1 Telephone (~81) 765-1800 n~u~hol &o~x.n~hf. rk.ne~ Date{ March 19, 2007 Pages: 6 including cover To fallow. find Southold Town Animal Shelter Addendum #2 Pleas~ si~ al/d fax this sheet back to 631-765-614~ as acknowledgment th'at this fax was r~e,t~ed, in i~ rotifer7 Sign { P~int 19/03 '07 MON 15:09 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~001 *** TX REPORT *** TRANSMISSION OK TX/RX NO CONNECTION TEL CONNECTION ID ST. TIME USAGE T PGS. SENT RESULT 3362 19/03 15:07 01'58 6 OK 92712335 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFF?CER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 ,%uthold, New York 11971 Fax (6311) 755-~145 Tnlephone (531) 765-1800 southoldtow~.northfork,net OFFICE OF THE TOWN CLERK TOWN OF SOUTttOLD F A X To: From: Date: Pages: To follow find Lynda M Bohn Deputy Town Clerk March 19, 2007 6 including cover Southold Town Animal Shelter Addendum #2 3/19~07 Please sign and tax this sheet back to 631-765-6145 as acknowledgment that this fax was 86~7078 TOLL FREE 860.889.7078 T 860.204.0419 F 116 MAIN STREET NORWICH, CT 06360 INDOOR AIR QUALITY HVAC NOISE CONTROL LIGHTING ELECTRICAL PLUMBING F RE PROTECTION VV~NV.DESIGN LEARN ED.CO M SOUTHOLD ANIMAL SHELTER ADDENDUM #2 ITEMS MONDAYn MARCH 19~ 2007 UNDER SLAB VAPOR BARRIOR: -DRAWING 40 AND 43 CALLS OUT FOR 6 MIL POLYETHELENE -CONCRETE SPECIFICATION SECTION 03300 (PG. 5, 2.2 A) DETAILS A REINFORCED VAPOR RETARDER -SECTION 07133 MENTIONS THERMAL PLASTIC SHEET WATERPROOFING CLAKIFICATION OF WHAT TO USE WHERE 1S REQUIRED. RESPONSE: THE MINIMUM REQUIREMENTS ARE 6 MIL IN ACCORDANCE WITH SECTION 191 ] OF NYS BC THROUGHOUZ. ADDITIONAL REQUIREMENTS WILL BE AT SUGGESTION OF MANUFACTURER FOR PROPER PERFORMANCE OF ANY PRODUCTS CHOSEN B Y CONTRACTOR (CONCRETE AND FLOORING). STRUCTURAL ENGiNEER WOULD PREFER THAT THE REINFORCED VAPOR RETARDER AS DESCRIBED EV CONCRETE SPECS. SECTION 03300 (PAGE 5, PARAGRAPH 2.2A)BE PRICED FOR THIS PROJECI~ SECTION 03300 FLOOR FINISHES: THIS SECTIONS MAKES REFERNCE TO SEVERAL TYPES OF FLOOR FINISHES: 1.) INTEGRAL COLOR (CONCRETE ADMIXTLrR~S) PART 2.1F 2.) PIGMENTED MINERAL DRY SHAKE FLOOR HARDENER, PART 2.5 3.) SLIP RESISTANT AGGREGATE FINISH PART 2.6 CLARIFICATION ON WHERE THESE FINISHES WILL BE INSTALLED, IF THEY WILL BE INSTALLED, AND WHETHER ANY CONFLICT WITH PROPOSED FLOORING DESIGNATIONS. RESPONSE: IN THE DESIGN FOR BASE BID, ALL FLOORS WILL BE CO VERED WITH EPOXY FLOORING. INTEGRAL COLOR FOR FLOOR WILL ONLY BE USED IF THE EPOXY FLOOR IS ELIMINATED. THE SLIP RESISTANCE NEEDS TO MEET CODES, AND WILL BE USED ONLY IF THE PRODUCT SELECTED DOES NOT MEET CODE REQUIREMENTS. KENNEL CAGING: 1.) THERE APPEAR TO BE REFERENCES TO BOTH STAINLESS STEEL AND GALVENIZED FOR THE KENNEL CAGING MATERIALS WHAT TYPE WILL BE REQUIRED FOR BIDDING PURPOSES? RESPONSE: THE INDOOR/OUTDOOR KENNEL RUNS WILL BE GALVANIZED. THE CAGING (SUCH AS FOR CAT AND DOG ISOLATION ROOMS IS STAINLESS STEEL. STAINLESS STEEL RUNS MAY BE LISTED AS AN OPTION. I of 5 INDOOR AIR QUALITY HVAC NOISE CONTROL LIGHTING PLUMBING F RE PROTECTION WW~V.DESIGNLEARNED.COM 2.) APE THE PROTECTWE COVERS FOR THE TRENCH DRAINS PART OF THE CAGING UNITS THEMSELVES OR IS THIS A SEPARATE ITEM? RESPONSE: T-KENNEL WAS CONTACTED AND THE COVERS CAN BE INCLUDED AS PART OF THE CAGING SYSTEM. BIDS SHOUDD INCLUDE THE TRENCH COVERS AS PART OF CAGING COSTS. 3.) PLEASE CLM°RFY IF ALL KENNEL PARTITIONS ARE TO RECEIVE TOP PANELS. RESPONSE: ,4LL INDOOR KENNEL RUNS ARE TO RECEIVE TOP PANELS. THE EXTERIOR RUNS AR~ TO HA VE THE VERTICAL PANELS EXTEND TO THE ROOF. SEE DETAIL #] oNAS. 3 EPOXY FLOORING: THE FLUID APPLIED FLOORING SECTION 09670 OUTLINES SEVERAL TYPES OE EPOXY FINISHES. SOME ARE ¼ INCH APPLICATIONS WHILE OTHERS ARE I/8 INCH. SOME CALL FOR BROADCASTING, OTHERS DO NOT. PLEASE VERIFY WHAT EPOXY FLOORING OPTION IS TO BE PRICED FOR BIDDING. RESPONSE: THE PREFERRED ONES ARE EITHER AMERICAN HI-TECH FLOORING, DUE TO ll'S PROVEN ABILITY TO BRIDGE EXPANSION JOINTS AND KEV-GARD, AS IT IS THE ONLY NONTOXIC VERSION. SAMPLE INSTAI, IATIONS NEED TO BE PRO V1DED. BRIDGING CONTROL/EXPANSION JOINTS, COVE DETAIL A T WALL AND ABILITY TO LA'TEND UP THE WAi~ ARE THE FA VORED FEATURES. IN AL1, CASES SAMPLE APPLICATIONS WILL BE REQUIRED TO ENSURE SUITABILITY AND ABILITY TO BE SUCCESSFULLY APPLIED TO SLAB ON GRADE/WALL APPLICATIONS. BROADCASTING IS NOT REQUIRED UNLESS NECESSARY FOR SLIP RESISTANCE. WALL ]FI~ISIiES: ROOMS 18 AND 19 APPEAR TO HAVE CONFLICTS WITH INTEGRALLY COLORED CMU ON HALF OF THE WALL AND NON- COLORED NRG BLOCK ON THE OTHER HALF. PLEASE CONFIRM WHAT IS TO BE DONE IN THESE AREAS WHERE WALL FINISHES ARE NOT UNIFORM. RESPONSE: ~ILL THE CMU/ NR G BLOCKS HA VE INTEGRAL COLOR. TWO COLORS ARE USED, WHICH ARE DETAILED IN THE FINISH SCHEDULE. WHEN THE TWOCOLORS BUITATA CORNER DETAILS ONA4.2 ILLUSTRATE THEIR JUNCTURE. 2 of 5 866.DLI.7078 TOLL FREE 860.889.7078 T 860.204.0419 F 116 MAIN STREET NORWICH, CT 06360 INDOOR AIR QUALITY RVAC NOISE CONTROL LIGHTING ELECTRICAL PLUMBING FIRE PROTECTION WWW,DESIGNLEARNED.COM WASHERS AND DRYERS: MODEL NUMBERS LISTED IN PLUMBING SCHEDULE ON P-1 ARE NOT CURRENT. MAYTAG HAS RECENTLY UPDATED MODEL DESIGNATIONS. ALTERNATE MODELS ARE LISTED BELOW AND SHOULD BE PRICED ACCORDINGLY. RESPONSE: THE PLUMBING FIXTURE SCHEDULE LISTS THE FOLLOWING WASHER AND DRYER SPECIFICATIONS: COMM. WASHER: MAYTAG MFR35PN COMM. DRYER: MAYTAG MDG5OMNV RES. W.~,HER: MAYTAG MAH7500A WW RES. DRYER: MAYTAG MDG7500AWW PLEASE REPLACE TIIESE MODEI~ WITH THE FOLLOWING CURRENT UNITS FOR BIDDING PURPOSES: COMM. WASHER: MAYTAG MFR4OPN COMM. DRyTER: MAYTAG MDG51PN RES. WASHER: MAYTAGMAH6500AWW REs. DRYER: MAYTAG MDG5500A WW SITE AND UTILITY QUESTIONS: 1.) WHO IS RESPONSIBIfl FOR WATER DISTRIBUTION (WATER MAIN, HYDRANT) AND GAS pIPING WITH ALL RELATED WORK; TRENCHING AND S1TE WORK, ASPHALY ILESTORATION SHOWN ON DRAWINGS .gCgVD- 1 THRU RESPONSE: SEE PROPOS&L FORMS AND PLANS: CONTRACT3 ITEM #3 - CONTRACT 3 ITEM #2 - PLUMBING CONTRACTOR BID ITEM (SEE ITEM DESCRIPTION) INTERNAL PLUMBING INCLUDES ALL INTERNAL GAS PIPING. KEY SPAN TO INSTALL SERVICE PIPING. BUILDING CONNECTION TO MAIN B Y PLUMBER. 2.) WHO HAS RESPONSIBILITY FOR HAIR TRAP WITH 6" CLASS 2400 PIPE FROM SEPTIC TANK SHOWN ON C.004 DRAWING? RESPONSE: SEE CONTRACT,~ - ITEM #9 PROPOSED SANITARY SYSTEM 3 of 5 866.DLI.7078 IINDOOR AIR QUALITY TOLL FREE ] HVAC NOISE CONTROL 860,889.7078 T LIGHTING 860,204.0419 F ELECTRICAL 116 MAIN STREET PLUMBING NORWICH, CT 06360 FIRE PROTECTION VWWN.DESIGNLEARNED.COM 3.) WHERE IS THE STARTING POINT FOR THE NEW GRAVEL DRIVEWAY FOR ACCESSING TO SITE OF GC WORK? IT WILL BE AFTER NEW SECURITY ENTRy GATE TO PARKING SPACES? RESPONSE: RCA BEDDING IS SPECIFIED AS 13, 000 S.F. - THIS INCLUDED THE NEW GPA VEL DRIVEWAY EXTENDING SOUTHERNLY TO THE EXISTING ASPHA UL T PAVEMENT LOCATED SOUTH OF THE NEW HYDPANZ 4.) WHERE IS THE STARTING POINT FOR RCA BEDDING FOR ASPHAULT CNIC) PARKING LOT? END OF CONCRETE CURB SHOWN ON C.003 DP. AWING? Response: LIMITS OF RCA BEDDING FOR ASPHAULT IS THE AREA WHERE THE PUBLIC PARKING IS LOCATED. THE END OF CONCRETE CURB I$ NOTED AS AREA A. THE RFAIAmiNG CUP, e, +/- 60 L.F. WILL BE CONSTRUCTED WITHIN THE LIMIPS OF AREA B. THE EXISTING FACILITY MU~T BE DEMOLISHED BEFORE THIS CURBING CAN BE INSTALLED. 5.) WHO IS RESPONSIBLE FOR THE CIRCLED FENCE AT THE NORTHWEST CORNER SHOWN ON DRAWING C.0037 Response: THIS ITEM IS N.I. C. 6.) WHO IS RESPONSIBLE FOR THE ASPHAULT STRIPPING SHOWN ON DRAW1NG C.003 ? Response: THIS ITEM IS ~ I. C. 7.) WHO IS RESPONSIBLE FOR THE FRONT FENCE AND GATE AT THE DUMPSTER SHOWN ON A.001 DRAWING? Response: THIS ITEM IS N.I. C 8.) WHO IS RESPONSIBLE FOR THE GROUND WORK FOR THE FLAG POLE? LIKE EXCAVATION AND CONCRETE WORK. Response: THIS ITEM IS N.L C 4 of 5 866.DLI.7078 TOLL FREE 860.889~7078 T 860.204.0419 F 116 MAIN STREET NORWICH, CT 06360 INDOOR AIR QUALITY HVAC NOISE CONTROL LIGHTING ELECTRICAL PLUMBING FIRE PROTECTION VVW~V.DESIGN LEARN E D.COM TRENCH DRAIN SYSTEM: PLUMBING CONTRACTOR IS KESPONSIBLE FOR ALL TRENCH DRAIN MATERIALS AND OVERSEEING PROPER INSTALLTION WHICH INCLUDES SETTiNG TRENCH RLvNS PKIOR TO FiNAL CONCRETE POUR AND SLOPiNG OF KENNEL RUNS PERFOPdvIED BY CONCRETE CONTRACTOR. 5 of 5 ~1 sent To r'- [~-~,'J0'fx~:~ ..... ARA Plumbing & Heating ................ [°r~°mxm' 2182 Jackson Street /~;-~i$;~;:~-'- Seaford, NY 11783 ................ · Complete items 1, 2, and 3. Also complete item 4 if Restricted Deliver~ is desired. · Pdnt your name sod address on the reverse so that we can return the card to you. [] Agent [] Addressee · Attach this card to the back of the mailplece, ~the front f space permits 1..l~Addressed to: ARA Plumbing & Heating 2182 Jackson Street Seaford, NY 11783 'Pdnted Name) C. Date of Delivery If YES, enter delivery a d d re,s~'~t~-. - - ~*No , [~'~ifled Mall [] Expmss~ PS Form 3811, Februa~ 2004 ~ R~ 1~-~1~ /13 t-ID r~ ~-~:~b7 ....... T.R. Whitney Inc [ orm~No. PO BOX 1469 ~S&F~ifi~;2/-/~;~ ...... East Quogue, NY 11942 · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so thet we can tatum the card to you. · Attach this card to the bask of the rnailptece, or on the front if space permits. 1. A~ticle Addrsesed to: T. R. Whitney lnc PO Box 1469 East Quogue, NY 11942 2. Article Number .B./Rec~vedby(PdntedName) lC. D_~'"~ pf .[~livery D. Isdellve~addre~sdifferentfto~it~l? I'~lye~ If YES, eater deliver/address below: r-i No 3. Type [] Reg~emd 0 Insured Mall [] F..~rees Mail r'l Retum Receipt for Merchandise C] C.O.D. 4. Restricted Detivefir? (Extra Fee) [] Yes 7003 3110 0001 8547 8390 PS Form 381 1, Februa~ 2004 Dome~t~ Re~um Receipt ~0259~-o~-a-154o Excel Builders Group lnc Commack, NY 11725 USE · Complete items 1 2, and 3. Also COmp ete item 4 f Restricted De very Is desired. · Pdnt your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: Excel Builders Group lnc 2171 Jericho Turnpike Suite 255 Commack, NY 11725 2. Article Number .___~rans fer from se~ce 1~:~/) : PS Form 3811, February 2004 r-lAgent C. Date of Delivery 3. ice Type J~rtifled Mall [] Expmse Mail I-/Registered [] Retum Recaipt for Merchandlss [-I Insured Mall I"l C.O.D. 4. Restrlcfod Delivery? (Extra Fee) [] 7003 3110 0001 8547 8314 Demem~ R~m p~ m W.R. Paulick Consulting 2700 Fairway Drive Cutchogue, NY 11935 · Complete items 1, 2, and 3. Also complete item 4 if R~tricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front if space permits. 1. Artiaie Addressed to: W.R. Paulick Consulting 2:t00 Fairway Drive Cutchogue, NY 11935 A. Sign ture ~' ent byf ~l ~Date of Detiv~ D. Is delive~y address different fTom Eem l ? r/1 Yes~ If YES, enter deliver' address below: [] No 3. Ice Type ~rVc~ifled Mall [] Express Mail [] Registered [] Return Receipt for Merchandise [] Insured Mall [] C.O.D. 4. R,~--~cted Delivery? (Extra Fee) 2. Article Number (Transfer from service labe0 7003 3110 0001 8547 8369 PS Form 3811, February 2004 Domestic Return Receipt 102593-O2-M-1540 USE $ 179 New York Avenue · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery Js desired. · Print your name and address on the reveme so that we can return the card to you. · Attach.~ card to the back of the mailpiese, or on ~ll~lront if apace permits. 1. Arhcle - to: · Robbins & Cowna Inc 179 New York Avenue Huntington, NY 11743-6994 I-I Agent C. Date of Dellve~ ~t from item 17 F1yes [] No m m (Endorsemen~ Re~luired) · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address on the mverso so that we can return the card to you. · Attach this card to the back of the mallpiece, or on the front if space permits. A. Signature John Romanelli Bug's Reliable PO Box 696 Southold, NY 11971 2. Article Number ('rrans f~- from sen4ce ~ i PS Form 3811, February 2004 I Mall [] Express Mall I~ Reglstenad [] Return Receipt for Merchandise r'l Insured Mail [] C.O.D. 4. Restricted [~live~ (E~m Fee) I-~ 7003 3110 0001 8547 8383 I co xa L U S $: Postmark =/ Construction Consultants P- [~'~'~'/'~b:?" 3~ East2nd Street ~.~,~;~:/_. Kiverhead, IqY 1190 ................... · Complete items 1, 2, and 3. Aisc complete item 4 if Restricted Delivery is desired. · Print your name and address or) the reveme so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Joel ltzkowitz Construction Consultants 36 East 2nd S~eet Riverhead, NY 11901 2. Article Number __ (Transfer from service/abe/) i PS Form 381 1, February 2004 A, Signature -~ -- , · [] Agent X ~ / ~ E3Addressee B. Received by ( Printed Name) [ ~. Date of Delivery Ceffified Mall I"1 Express Mall [] Registered I="1 Return Receipt for Merchand~ 4. Restricted Dellvory? (Extra Fee) [] 7003 3110 0001 8547 8277 W.H.M. Plumbing & Heating 6H Enterprise Drive East Setauket, NY 11733 · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Pdnt your name and address on the mveme so that we can return the can:l to you. · Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: ~L._.__.____.---~Agent [] Addressee (Printed Name) C. Date of Delivery []Yes ff YES, ~nter delivery address below: [] NO W.H.M. Plumbing & Heating 6H Enterprise Drive East Setauket, NY 11733 2. A~ticle Number (Transfer from serv~e labe0 3. Ice Type [] Express Mail [] Retum Receipt for Merchandise [] C.O.D. 4. Restflcted ~b~(ExtmFee) [] . ~ 7003 3110 0001 8547 8291 PS Form 3811, February 2004 Dormmflc Return Receipt 102595-02-M-1540 Postage Certified Fee (Endorsement Required) (Endorsement Required) Total Postage & Fees E & A Restoration Inc F~'~E~tr~'dF--' 40 Willis Avenue, Suite 200 ................... IorPOBOXNO. 1791 ~6,;'~i~[~;~:/" Syossett, NY 1 ................... · Comple[e items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front if space permits. 1. ArticleAddmssed to: Howard Lee E & A Restoration lnc 40 Willis Avenue . Suite 200 Syossett, NY 11791 · 1 Mail [] Express Mail [] Registered [] Rstum Receipt for Memhandlse [] Inaumd Mail [] C.O.D. 4. Restricted Delivery? (Extra F6e) r-, 7003 3110 0001 8547 8307 PS Form 3811, February 2004 Domestic P.e~um Raestp~ 102595-02-M-1540 USE ;$ FEi [S~"t~:~o~::--- Eldor Contracting Corp ............... ° r,- 4 1703 Church Street ', .............. Holbrook, lq¥ 11741- · Complete items 1,2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Eldor Contracting Corp 1703 Church Street Holbrook, NY 11741-5921 S ce Type 3. ~C~rtlfled Mail [] Registered [] Insured Mail [] Express Mall [] Return Receipt for Merchandise [] C.O.D. J. P. DALY & I oNS, INC. 88A BROOK AVENUE DEER PARK, NEWYORK 11729 (631) 254-0436 FAX (631) 254-0664 March 5, 2007 Town of Southold 53095 Main Road Southold, New York 11971 At,n: Town Clerk Reference: Plans & Specifications Enclosed please f'md a $150 check and 2 Federal Express airbills for account # 1349-7741-8 for the following project: Southold Town Animal Shelter Rebid Electrical Contract Bid Date 03/22/06 Kindly Federal Express the plans and specifications to the above address. Please contact the undersigned if there any questions in regarding receipt of the above. Thank you, Thomas S. Daly Secretary McGraw_Hill CONSTRUCTION Town of Southold 53095 Route 25 - Clerks Office Southold NY 11971 Attn: Elizabeth A. Neville Dear Elizabeth, Enclosed please find a check in the amount of $150.00 for the plans and specifications on the Animal Shelter Rebid. Upon receipt of this check, please send plans and specs to the following address via Fed X: Please forward copies of any addenda that may be issued. McGraw-Hill Construction 3315 Central Avenue Hot Springs Arkansas (AR) 71913-6138 817/375-2959 - phone # for air bill Attention - McGraw-Hill Construction Fed X ^ccount-231224211 If this check is refundable only please send refund check to McGraw-Hill Construction Dodge, 1333 S. Mayflower Ave. Suite 300, Monrovia, CA 91016, Attn: Linda St. Peter Sincerely, Donna Coulter McGraw-Hill Construction 856/324-0153 - Voice 856/324-0157 - Fax Donna_Coulter@ McGraw-Hill.corn E&A INC. RESTORATION Tel S16.92LT030 * Fax $16.92L0259 DATE: TO: FROM: RE: LETTER OF TRANSMITTAl. F~BRUARY 26. 200~ TOWN OF SOUTHOLD-TOWN I-IA~L ~ S. MC,4,T .TS ANIMAL ~LTER BUILDING REBID IN $OUTHOLD, NY TRANSMITTED ~H ~: 2 ~ EX AIRBILLS AND CHECK # 3.~$ IN THE AMOUNT OF (tlS0.00 MADE PAYABLE TO:. SOUTHOT.I~ TOWN ,PNotcs/Co~m,~n.' pT.EASE FORWARD US THE PLANS & SPECS ASAP FOR THE ABOVE REFERENCED BID6 VIA OUR FED EX AlP, BIT .! -S ENCLOgED. Think you in advance. 40 ~ Ave., Suite 200, Syo~t, NY 11791 EXCEL BUILDERS GROUP, INC. 2171 Jericho Turnpike, Suite 255 Commack, NY 11725 (631) 462-1995 FAX (631) 462-1997 TRANSMITTAL February 27, 2007 To: Town Clerk Town of Southold PO Box 1179 Southold, NY 11971 Attn: Town Clerk From: Joel Levin Re~ Southold Town Animal Shelter Bid due 3/22/07 MESSAGE: Enclosed is our check number 1398 for $150.00 for the above referenced project. Also enclosed are two (2) self-addressed shipping labels. Please send plans and specifications for the above referenced project, "Standard Overnight." If you have any questions or concerns, please contact this office. Thank you for your cooperation. ~ ~'"85(~ ..... , 8803 2270 Express O~te ACCOO~ Number 3329--8432--2 Name Phone ( 516 ) ~21-7030 Compa~ E & h RESTORATION INC. ~d~ 40 WILLIS AVE c~ SYOSSET ~ NY zip 11791-3703 US Airbill 3 're Name . _ Company E~A I~r~$'r'o~Arlo~J I~o Recipierffs t 034&~S30~ 4b F. xpress Freight Sewice [] s~o~umm~j,qT~FedEx2DayFmi Itt [~ ~t~.~ight 5 Packaging [] FedEx [] FedE~Pak' [] FedEx [] FedEx [] Other [] NO [] Yes ~ Yes Drylce [] Sa.der [] Recipient [] ThirdPa~ [] CreditCard [] Cash/Check 8 NEWResidentialDelivef~SignatureOptions~i~.~.~OrO~kOir.~.~ IS:],'~l ~. US Airbill Express ,,,~ 851~ ...... 8803 2260 Da. A~aou.tNu..,e. 33~-8432-2 Name Phone ( 51 b ) 921-7030 Cor. pa~y E & A RESTORATION INC. Ad*.= 40 WILLIS AVE c~ SYOSSET m. NY ziP 11791-3703 2 ~r I~l Billi~ ~ 3 'lo Rr'?m?nf$ ~_ t,~r~O Lg ~' Phone( Recipie~s Address s,.e t-..J~/z,, l i-/q/ 034-&39S30~ r ~ ACCNI mil ~ I~MI you m~l, FedEx2Da¥ ~ 4b Exiaress Freight Se~ice 5 Packaging [] FedEx [] FedExPak* [] FedEx [] FedEx [] Other [~ SAITI~Y Oeliw~y HOLD ~z~rf H~ [] Sender f [] Recipient [] Thirdeady [] CreditCard1 [] Casl~heck 8 NEWResidentialDeliveplSignatureOp~ons,w..~.,~...r~O~.~ IS],'~l US Airbill Express Sender's FedEx Date Accour~ Number '~r~'~'~ 85I 3360 5577 Company ~=XCEL ~3U'fLDERS GROUP Phone ,~dress 2171 JERICHO TPKE STE 255 c~ COMMACK s~a~e NY z~P I 2 Your Intemal Billing Relerence 3 ~ Recipiem's Name Compan~ Address Cby ~ ~t~ ~.~.~ State 0333570~0 FeK~l:x, US Airbill ~" 84~ 3035 6150 - Accoum Number SendeFs ! _,P _-!,7 -7029- _ Phone( Company Tr~wN OF SCiUT~nl r, Ouesth)ns? Visit eur Web site at fedex.corn 4a .~mm Package Service 5 Packaging [] SA~d~rms~cee~' E~""necipier~ [] ]bird PafW [] CreditCard ==.' g$1 ~- @qg-I- I TO~ P~ .--~· T~JJ Wei~t T~4~J J)~eJal~J VJlll~t [] Cash~heck 8 Sign to Authmize Delivew Witlmut a Signalam .i .i 3035 6161 Nsm. ELIZABETH NEVILLE 1 6A7--7AQg--8 Compmnv TOWN OF SOUTHFII D Addmu 530c~5 ROUTE Ouesdons? Visit ear Web site at fil~cci 4b Ex~ Freight Sec'ice 5 Packaging -o,~.~,..~ [] F~Ex [] FedExP.k' [] FedEx [] FedEx ~llN~dO~* I.d~F~E~I I~k BOX Tubs ~ Availabb OH[Y br ~ ~ ~ ~c~m ~ m ~d~ ~c~n Yes D Ice .) 8 Sign to Authorize Oeliveq, Widioet a Sigire · Fe~x, US Airbill Express "'"" 85~ ...... , 3360 5588 Date Acco.ntNumber 2490--2737--5 Company EXCEL BU'~LDERS GROUP Phone(~31) 462-1995 Address 2171 ~IERICHO TPKE STE 255 cb COMMAC½ FedEx Pdo~q' Ovemight FedEx Standard O~might s~a~e NY ZiP 11725-2945 [] FedEx [] FedExPak* [] FadEx ~Y~ H~ FedEx 30a FreigM 5 Packaging [] FedEx [] O~er · Tube HOLD ~ · [] ~t FedEX Loc~on r"ecEx, US Airbill ~'" 84~ 3035 6231 SancIsr's Name ELTTA]Z]::TN NI::WTI I ~: I n67-TnO~-8 Phone(63!) 785-!800 Company TOWN O~ ~nUTNrll 1'1 Ouestions? Visit our Web site at fedex.corn Package Sewice oritv Ovemigl,~ FedEx Standard Overnight 4b Express FreigM Sewice Yes ~ Yes D Ice .~. [] Reci-- pient [] third Path/ [] CreditCard] [] Cash/C~ack #8239 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Candice Schott of Mattituck, in said county, being duly sworn, says that he/she is Principal clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successively, commencing on the 22nd day of February, 2007. Principal Clerk Sworn to before me this 2007 NOTARY PUBLIC-STATE OF NEW YORK NO. 01-V06105050 Qualified In Suffolk County CommflilQn E~l;~lrei Felaruary 28, 200[' LEGAL NOTICE NOTICE OF NOTICE IS HE~,EBY GIVEN, accordance with the provisions of Sec- tion 103 of the Genera/Muaiclpal Law, that sealed bids are sought and request- ed for SOUTHOLD TOWN ANIMAL SHELTER. Specifications for such bids may be obtained at the Office of the Southold Town Clerk, Town Hall, PO Box 1179, 53095 Main Road, Southold, New York t560 (T), (631)765-9015 (F), jamie. LEGAL NOTICE NOTICE OF BID NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the General Municipal Law, that sealed bids are sought and requested for SOUTHOLD TOWN ANIMAL SHELTER Specifications for such bids may be obtained at the Office of the Southold Town Clerk, Town Hall, PO Box 1179, 53095 Main Road, Southold, New York 11971. CONTACT PERSON: James Richter, Town Engineer, (631)765-1560 (T), (631)765-9015 (F), j amie.richter~town.southold.ny.us. Sealed bids must be accompanied by a 5 % bid security, will be received by the Town Clerk at the Southold Town Hall, PO Box 1179, 53095 Main Road, Southold, New York, until 10:00 A.M., Thursday, March 22, 2007, at which time they will be opened and read aloud in public. The Town Board of the town of Southold reserves the right to reject any and all bids and waive any and all informalities in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and sealed in envelopes plainly marked "1) NAME & ADDRESS OF BIDDER & 2) BID NAME", and submitted to the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. It is the bidder's responsibility to read the attached Bid Specifications, Instructions to Bidders, and General Conditions, which outline bidding rules of the Town of Southold. Upon submission of bid, it is understood that the bidder has read, fully understands and will comply with said GENERAL CONDITIONS and specification requirements. The Town of Southold requires that this document be returned intact and that it be filled out completely. Please do not remove any pages from this bid package, and make a copy of the bid document for your records. A non-refundable fee of $150.00 will be charged for complete plans and specifications. Payment can be made by either money order, cash or check (payable to the Town of Southold). A non-mandatory pre-bidder's conference will be held at 10:00 AM on Thursady, March 8, 2007 at the Southold Town Hall to be followed by a visit to the site if necessary. A notification of attendance is requested prior to this meeting. The Town of Southold welcomes and encourages minority and women-owned businesses to participate in the bidding process. Dated: February 13, 2007 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON FEBRUARY 22, 2007, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971. Copies to the following: The Suffolk Times Town Attorney Dodge Reports Burrelle's Information Services Jamie Richter Town Board Members Data Construction Brown's Letters Town Clerk's Bulletin Board STATE OF NEW YORK ) SS: COUNTY OF SUFFOLK) ELIZABETH A. NEVILLE, Town Clerk of the Town of Southold, New York being duly sworn, says that on the ~ I day of ,2007, she affixed a notice of which the annexed printed notice is a tree copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, 53095 Main Road, Southold, New York. Bid on Animal Shelter 3/22/07 10:00 am c-'~lizabeth A. Nevil~ Southold Town Clerk Sworn before me this ~ I day of ~qxm.,.~ ~ ,2007. ~-~ ' Nlotary P~blic LYNDA M. BOHN NOTARY PUBLIC, State of New York No. 01BO6020932 t3ualified in Suffolk County 'term Expires March 8, 20a__7__ Town of Southold - Letter Boar ebmary 13, 2007 RESOLUTION 2007-196 ADOPTED Item # 36 DOC ID: 2618 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-196 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON FEBRUARY 13, 2007: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for bids for the construction of the new Southold Town .Anim~l Shelter. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [5 TO 1] MOVER: Louisa P. Evans, Justice SECONDER: Thomas H. WJckham, Councilman AYES: Evans, Wickham, Ross, Edwards, Russell NAYS:Albert Krupski .Ir. Generated February 14, 2007 Page 55 wn Board - Letter RESOLUTION 2009-751 ADOPTED Board Meeting of'S~eptember 8, 2009 Item # 5.21 DOC ID: 5271 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2009-751 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON SEPTEMBER 8, 2009: RESOLVED that the Town Board of the Town of Southold hereby approves Change Order #2 to the Animal Shelter Construction contract with Construction Consultants, contract dated June 15, 2007; change order dated today, September 8, 2009, in the amount of $15,435.86. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [5 TO 1] MOVER: Vincent Orlando, Councilman SECONDER: Thomas H. Wickham, Councilman AYES: Ruland, Orlando, Wickham, Evans, Russell NAYS:Albert Krupski Jr. Generated September 10, 2009 Page 25 Board - Letter Board Meeting of Septet2009 RESOLUTION 2009-752 ADOPTED Item # 5.23 DOC ID: 5272 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2009-752 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON SEPTEMBER 8, 2009: RESOLVED that the Town Board of the Town of Southold hereby approves Change Order #1 to the Animal Shelter Construction contract with Burt's Reliable, contract dated July 24, 2007; change order dated today, September 8, 2009, in the amount of $1200.00. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [5 TO 1] MOVER: Albert Krupski Jr., Councilman SECONDER: Vincent Orlando, Councilman AYES: Ruland, Orlando, Wickham, Evans, Russell NAYS:Albert Krupski .Ir. Generated September 10, 2009 Page 26 19/04 '07 THI_] 10:26 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~]001 LEGAL NOTICE NOTICE OF B}D NOTICE IS HEREBY GIVEN, in accordance with thc provisions of Section 103 of the General Municipal Law, that sealed bids are sought and requested for SOUTHOLD TOWN ANIMAL SHELTER HVAC Specifications for such bids may be obtained at the Office oftbe Southold Town Clerk, Town Hall, PO Box 1179, 53095 Main Road, Southold, New York 11971. CONTAC'I' PERSON: James Richter, Town Engineer, (631)765-1560 (T), (631)765-9015 Or), jamie.fiehter~Rown,south olcLny.us. Sealed bids must be accompanied by a 5 % bid secllrity, will b~ reeoived by the Town Clerk at the Southold Town Hall, PO Box 1179, 53095 Main Road, Southold, New York, until 10:00 A.M., Thursday, MAY 3, 2007, at which time they will be opened and read aloud in public. The Town Board of the town of Southold reserves the fight to r~jeet any and all bida and waive any and all informalities in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be signed and sealed in envelopes plainly marked "I) NAME & ADDRESS OF BIDDER & 2) BID NAME", and submitted to the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold ~s exempt. It is the bidder's responsibility to mad the attached Bid Specifications, Instructions to Bidders, and General Conditions. which outline bidding rules of the Town of Southold. Upon submission of bid, it is understood that the bidder has read, fully understands and will comply with said GENERAL CONDITIONS and specification requirements. 19/04 '07 THU 10:27 FAX 631 765 6145 SOUTHOLD TOWN CLERK ~]001 The Town of Southold requires that this document bc returned intact and that it be filled out completely. Please do not remove any pages from this bid package, and make a copy of the bid document for your records. A non-refundable fee of $150.00 will be cl~rged for complete plans and specifications. Payment can be made by either money order, cash or check (payable to the Town of Southold). The Town of Southold welcomes and encourages minority and women-owned businesses to participate in the bidding process. Datcd: APRIL I0, 2007 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON FEBRUARY 22, 2007, AND FORWARD ONE (1) AFFiDAVIT OF PUBLICATION TO ELIZABETH NEVII.LE, TOWN CLERK, TOWN HALL, PO BOX 1179, $OB'I'HOLD, NY 11971. Copies to the following: The Suffolk Times Town Attorney Dodge Reports Burrelle's Information Services Jamie Richter Town Board Members Data Construction Brown's Letters Town Clerk's Bulletin Board InC. Care Facility Engineering 866.DL[.7078 TOLL FREE 860.889.7078 T 860.204.0419 F 116 MAIN STREET INDOOR AIR QUALITY HVAC NOISE CONTROL LIGHTING ELECTRICAL PLUMBING NORWICH, CT 06360 FIRE PROTECTION WWW,DESIGNLEARNED.COM SOUTHOLD ANIMAL SHELTER PECONIC LANE PECONIC, NY ARCHITECTURAl, AND ENGINEERING SPECIFICATIONS TOWN OF SOUTHOLD 53095 MAIN ROAD, SOUTHOLD, NEW YORK 11971 PHONE: 631-765-1800 / FAX: 631-765-6145 INVITATION TO BID NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOLLOWING: BID NAME: "SOUTHOLD TOWN ANIMAL SHELTER" Definite specifications may be obtained at the Southold Town Clerk's Office beginning Thursday, February 22, 2007 PLACE OF OPENING: DATE OF OPENING: TIME OF OPENING: TOWN OF SOUTHOLD TOWN CLERKS OFFICE 53095 MAIN ROAD SOUTHOLD, NY 11971 Thursday~ March 22,2007 10:00 AM CONTACT PERSON: James Richter, Town Engineer Southold Town Hall 53095 Main Rd. P.O. Box 1179 Southold, New York 11971 (631)765-1560 (T) (631)765-9015 (F) jamie.richter@town.southold.ny.us VENDORS MUST SUBMIT BID IN SEALED ENVELOPE. PLEASE PRINT ON THE FACE OF ENVELOPE: 1) NAME & ADDRESS OF BIDDER 2) BID NAME BID MUST BE ACCOMPANIED BY A 5 % BID SECURITY. It is the bidder's responsibility to mad the attached Bid Specifications, Instructions to Biddem, and General Conditions, which outline bidding rules of the Town of Southold. Upon submission of bid, it is understood that the bidder has read, fully understands and will comply with said GENERAL CONDITIONS and specification requirements. The Town of Southold requires that this document be returned intact and that it be filled out completely. Please do not remove any pages from this bid package, and make a copy of the bid document for your records. A non-refundable fee of $150.00 will be charged for complete plans and specifications. Payment can be made by either money order, cash or check (payable to the Town of Southold). A non-mandatory pre-bidder's conference will be held at 10:00 AM on Thursady~ March 8, 2007 at the Southold Town Hall to be followed by a visit to the site if necessary. A notification of attendance is requested prior to this meeting. The Town of Southold welcomes and encourages minority and women-owned businesses to participate in the bidding process. SOUTHOLD ANIMAL SHELTER TABLE OF CONTENTS BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF CONTRACT PAGE 1 SECTION 00100 SECTION 00110 SECTION 00125 SECTION 00130 SECTION 00150 SECTION 00300 SECTION 00310 SECTION 00325 SECTION 00350 INVITATION TO BID INSTRUCTION TO BIDDERS MULTIPLE PRIME CONTRACT GUIDE NYS WAGE RATES STANDARD INSURANCE REQUIREMENTS GENERAL CONDITIONS CONDITIONS OF CONTRACT PROPOSAL FORM PACKAGE QUALIFICATION FOR BIDDERS CONTRACT AGREEMENT QUESTIONS PAGE PROJECT SPECIFICATIONS DIVISION I SECTION 01100 SECTION 01300 SECTION 01325 SECTION 01600 SECT1ON 01700 SECTION 01732 SECTION 01780 SECTION 01810 DIVISION 2 SECTION 02040 SECTION 02050 SECTION 02150 SECTION 02160 SECTION 02200 SECTION 02222 SECTION 02231 SECTION 02233 SECTION 02315 SECT1ON 02320 SECTION 02512 SECTION 02518 SECTION 02522 SECTION 02525 SECT1ON 02540 SECTION 02595 SECTION 02623 SECTION 02624 SECTION 02630 SECTION 02722 GENERAL REQUIREMENTS SUMMARY ADMINISTRATIVE REQUIREMENTS CONSTRUCTION PROGRESS SCHEDULE PRODUCT REQUIREMENTS EXECUTION REQUIREMENTS WASTE MANAGEMENT CLOSEOUT SUBMITTALS COMMISSIONING SITE WORK SELECTIVE DEMOLITION DEMOLITION CLEARING AND GRUBBING SHORING AND BRACING SITE PREPARATION CLEAN GRANULAR FILL SCREENED SUBANGULAR STONE CRUSHED BLUESTONE REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL UNCLASSIFIED EXCAVATION AND GRADING PVC WATER PIPE AND FITTINGS WATER MAIN HYDtLANTS WATER SERVICE & REDUCED PRESSURE ZONE DEVICE WATER PIPING COMPLETION SEPTIC SYSTEMS GEOTEXTILE FILTER FABRIC 8OZ. POLYVINYL CHLORIDE (PVC) PIPE CORRUGATED POLYETHYLENE PIPE (SMOOTH INTERIOR) STORM DRAINAGE PAVEMENT SUBBASE PREPARATION SECTION 02723 SECTION 02772 SECTION 02775 SECTION 02780 SECTION 02788 SECTION 02820 SECTION 02832 SECTION 02862 SECTION 02911 DIVISION 3 SECTION 03100 SECTION 03300 DIVISION 4 SECTION 04270 DIVISION 5 SECTION 05120 DIVISION 6 SECTION 06060 SECTION 06400 SECTION 06600 DIVISION 7 RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE BASE COURSE CONCRETE CURB CONCRETE WALKS UNIT PAVERS CAST-IN-PLACE TACTILE PANELS VINYL CHAIN LINK FENCE AND GATES STEEL LANDSCAPE EDGING SITE ELECTRIC TOPSOIL CONCRETE MASONRY CONCRETE GLASS BLOCK METALS STRUCTURAL STEEL WOOD AND PLASTIC DIMENSIONAL LUMBER ARCHITECTURAL WOODWORK PLASTIC FABRICATIONS THERMAL AND MOISTURE PROTECTION SECTION 07133 SECTION 07210 SECTION 07311 SECTION 07410 SECTION 07450 SECTION 07723 SECTION 07910 DIVISION8 SECTION 08110 SECTION 08160 SECTION 08410 SECTION 08510 SECTION 08520 SECTION 08620 SECTION 08710 SECTION 08810 THERMAL PLASTIC SHEET WATERPROOFING BUILDING INSULATION ASPHALT SHINGLE ROOFING SYSTEM ALT. 2 METAL ROOF FIBER-REINFORCED CEMENTIT1OUS PANELS RIDGE AND SOFFIT VENTS JOINT SEALERS DOORS AND WINDOWS STEEL DOORS AND FRAMES METAL SLIDING GLASS DOORS ALUMINUM ENTRANCES AND STOREFRONTS STEEL WINDOWS AND DOORS ALUMINUM WINDOWS UN1T SKYLIGHTS FINISH HARDWARE GLAZING DIVISION 9 FINISHES SECTION 09210 SECTION 09212 SECTION 09250 SECTION 09670 SECTION 09900 SECTION 09965 SPRAY APPLIED ACOUSTICAL CEMENT PLASTER SPRAY ACOUSTICAL FINISH GYPSUM AND CEMENT WALLBOARD FLUID-APPLIED FLOORING PAINTING SPECIAL COATINGS DIVISION 10 SPECIALTIES SECTION 10400 SIGNAGE DIVISION 11 SECTION 11000 SECTION 11200 SECTION 11250 SECTION 11400 SECTION 11458 EQUIPMENT MODULAR KENNEL SYSTEMS CAGING FURNISHINGS CAT CONDO CAGING ANIMAL BATHING EQUIPMENT DISAPPEARING LADDERS DIVISION 12 FURNISHINGS 12330 MANUFACTURED CASEWORK DIVISION 13 SPECIAL CONSTRUCTION SECTION 13851 SECTION 13910 SECTION 13925 FIRE ALARM SYSTEM FIRE PROTECTION BASIC MATERIALS AND METHODS FIRE SUPPRESSION SPRINKLERS DIVISION 15 MECHANICAL SECTION 15065 SECTION 15072 SECTION 15075 SECT1ON 15082 SECTION 15086 SECTION 15145 SECTION 15146 SECTION 15182 SECTION 15410 SECTION 15415 SECTION 15430 SECTION 15735 SECTION 15810 SECTION 15820 SECTION 15835 SECTION 15850 SECTION 15950 MOTORS FOR MECHANICAL EQUIPMENT VIBRATION ISOLATION MECHANICAL IDENTIFICATION PIPING INSULATION DUCT INSULATION PLUMBING PIPING PLUMBING SPECIALTIES HYDRON1C PIPING PLUMBING FIXTURES RESTROOM PLUMBING FIXTURES PLUMBING EQUIPMENT PACKAGED ROOFTOP AIR CONDITIONING UNITS DUCTS DUCT ACCESSORIES POWER VENTILATORS AIR OUTLETS AND INLETS TESTING, ADJUSTING, AND BALANCING DIVISION 16 SECTION 16060 SECTION 16070 SECTION 16075 SECTION 16123 SECTION 16131 SECTION 16138 SECTION 16139 SECTION 16140 SECTION 16155 SECTION 16411 SECTION 16412 SECTION 16413 SECT1ON 16443 SECTION 16510 SECTION 16520 SECTION 16721 SECTION 16781 TESTS 01-1203.11 04-0303.03 04-0603.03 04-0227.03 05-0317.03 03-1211.02 03-1006.07 04-0805.01 NER-216 06-0110.07 ELECTRICAL GROUNDING AND BONDING HANGERS AND SUPPORTS ELECTRICAL IDENTIFICATION BUILDING WIRE AND CABLE CONDUIT BOXES CABINETS AND ENCLOSURES WIRING DEVICES EQUIPMENT WIRING ENCLOSED CIRCUIT BREAKERS ENCLOSED SWITCHES ENCLOSED TRANSFER SWITCHES PANELBOARDS INTERIOR LUM1NALRES EXTERIOR LUMINAIRES TELEPHONE SERVICE, PATHWAYS, AND WIRING TELEVISION DISTRIBUTION SYSTEM FLUSH OUTSWING COMMERCIAL STEEL DOOR, MIAMI DADE H 16 FULL GLAZED STEEL ENTRY DOOR, STEELCRAFT, MIAMI DADE ALUMINUM SLIDING GLASS DOOR, YKK, MIAMI DADE 35H ALUMINUM OUTSWING DOOR, YKK, MIAMI DADE YHS 50TU ALUMINUM STOREFRONT SYSTEM, YKK YOW-225H ALUMINUM FIXED WINDOW (L.M.1) YOW-225H ALUMINUM PROJECT OUT WINDOW, YKK VELUX SERIES FCM 4646 FIXED SKYLIGHT UNIT SKYLIGHTS HATTERAS SHINGLE CUTS DOCUMENT 00100- INSTRUCTIONS TO BIDDERS 1. RECF,IPT AND C~PENING t-IF RID~ The Town of Southold invites bids on the forms herein provided for the TOWN OF SOUTHOLD ANIMAL SHELTER construction in Southold, New York. Sealed bids shall be received by the Town Clerk of the Town of Southold at 53095 Main Road, Southold, New York no later than 10:00 AM, Thursday March 22, 2007 at which time they will be opened and publicly read aloud. All bids received after the time stated for the opening in the Notice to Bidders may not be considered and will be retumed unopened to the bidder. The bidder assumes the risk of any delay in the mail or in the handling of the mail by employees of the Town. Whether sent by mail or by means of personal delivery, the bidder assumes responsibility for having his bid deposited on time at the place specified. Faxed bids will not be accepted. 2. FORM: PREPARATIf~N AND PREgENTATIf~N OF PROPOSAL The Proposal Form as issued by the Town Clerk shall be completely filled in, in black ink or typed on the original bid form. No photocopies will be accepted. All blank spaces for bid prices must be filled in, in both words and figures, with a total or gross sum for which the bid is made. All lines must have an indication of the bidder's response whether it be "0", "N/A", "No Charge", or a dollar figure. All lines must be filled in to indicate bidder's acknowledgement of the request. Bids that do not have all applicable lines filled in on the bid proposal form may be disqualified as a non-responsive bid. We cannot assume there is "no charge" when lines are left empty. Bids that contain any omission, erasure, alteration, addition or items not called for in the itemized bid form or that contain irregularities of any kind will not be accepted. In case of discrepancy between the unit price and total amount bid for any item, the unit price, as expressed in words, shall govern. The following two items will automatically render a bid unacceptable to the Town of Southold: a. Failure to sign bid proposal page. b. Failure to include necessary bid security deposit (as required). It shall be fully understood that any deviations from the inclusion of the above items will be grounds to see the bid as non-compliant and will not be considered for award. 3. BID .qECIIRITY (a) The Bid must be accompanied by a certified check on a solvent bank or trust company with its principal place of business in New York State, or an acceptable bid bond, in an amount equal to not less than five percent (5%) of the total amount bid, made payable to the Town of Southold (herein identified as Owner), as assurance that the bid is made in good faith. The certified checks or bid bonds of unsuccessful bidders will be returned after execution of the Contract between the Owner and the successful bidder; the certified check or bid bond of the successful bidder will be retained until filing and approval of the Performance Bond and until completion of five percent (5%) of the work under the Contract. (b) The successful bidder, upon his failure or refusal to execute and deliver the Contract and DOCUMENT 00100- INSTRUCTIONS TO BIDDERS bonds required within ten (10) days after the date of notice of the acceptance of his bid, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security he deposited with his bid. 4. O_UAI JFI(~ATION~ OF RIDDERq (a) Forms for qualifications of bidders, giving evidence of sufficient facilities, equipment, experience and financial ability to insure completion of the work are provided with the bid specification package, and shall be filled out by the contractor and returned with the bid submission. (b) Information contained in any statement of financial ability shall be not more than thirty ~ old at the time of submission. (c) The Town reserves the right to make such investigation as it may deem necessary or advisable to determine any bidder's ability to do the work, and the bidder shall furnish to the Town, on request, all data and information pertinent thereto. The Town reserves the right to reject any bid if such investigation fails to satisfy the Town that the bidder is fully qualified to do the work. Financial instabihty ora bidder may be cause for non-award. 5. REJECTION OF Rll)~q (a) The TOWN BOARD reserves the right to reject any bid if the evidence submitted in the qualifications statement or an investigation of such bidder fails to satisfy the TOWN BOARD that such bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated therein. Conditional bids will be considered informal and will be rejected. (b) The TOWN BOARD reserves the right to reject any and all bids, in whole or in part, to waive any informality in any or all bids, and to accept the bid or part thereof which it deems most favorable to the Town after all bids have been examined and/or checked. 6. lllDDER,~ RE~P(-}N~IRII JTV (a) Bidders are cautioned not to submit bids until after having inspected the site of the proposed improvement and having made themselves familiar with local conditions. The attention of persons intending to submit bids is specifically called to the paragraph of the Contract which debars a Contractor from pleading misunderstanding or deception because of estimates or quantities, character, location or other conditions surrounding the same. Special attention is called to the notes on the Plans or in the itemized form of bid, which are made a part of this Contract, which may alter or revise the Specifications for the particular contract. (b) No representation is made as to the existence or nonexistence of groundwater, which may in any way impede the civil engineering work, proposed to be accomplished. Each civil engineering bidder shall fully inform himself as to groundwater and sub-surface conditions prior to submitting his bid. (c) The submission of a bid will be construed to mean that the bidder is fully informed as to the extent, cost, and character of the materials, labor, and equipment required to complete the proposed job in accordance with the Plans and Specifications, including all other expenses DOCUMENT 00100- INSTRUCTIONS TO BIDDERS incidental thereto. (d) Bidders must examine the Plans and Specifications and exercise their own judgement as to the nature and amount of the whole of the work to be done, and for the bid prices, must assume all risks of variance by whomsoever made in computation or statement of amounts or quantities necessary to fully complete the work in strict compliance with the Contract Documents. (e) The Bidder shall assume all risks and responsibility and shall complete the work in whatever material and under whatever conditions he may encounter or create, without extra cost to the Town. (f) No pleas of ignorance or misunderstanding of conditions that exist or that may hereafter exist, or of conditions or difficulties that may be encountered in the execution of the work under this Contract, as a result of failure to make the necessary examinations and investigations, will be to fulfill in every detail all of the requirements of the Contract Documents, or will be accepted as a basis for any claims whatsoever for extra compensation, or for an extension of time. 7. CON~qTRI]CTION TERM~q AND CONDITION~q The successful bidder is wamed that the work specified in the Conditions of Contract, together with the Instructions to Bidders, Proposal Form, General Conditions, Plans, Specifications and instructions of the Engineer or his duly authorized representative will be rigidly enforced. 8. ,qECIIRITV FOR FAITHFIII~ PERFORMANCE AND MAINTENANCE The aucces~fi~l bidder ~hall he reqnired to execute a Performance Rand co?al to one hundred percent (100%) of the amount bid; such bonds to be executed by a New York licensed insurance carrier/surety company with an A rating or better from A.M. Best & Co. and acceptable to the Owner; or bonds secured by collateral; or securities approved by the Owner. The Performance Bond shall be written so as to remain in full force and effect as a maintenance bond for a period of not less than one (1) year after the date of final acceptance of the work. The successful bidder, upon failure to execute and deliver the bonds required within ten (10) days after the date of notice of award, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security deposited with his bid, and he will be hable for and he agrees to pay to the Owner on demand, the difference between the price bid and the price for which such contract shall subsequently be relet including the cost of such reletting less the amount of such deposit. No plea of mistake in such accepted bid shall be available to the bidder for recovery of his deposit or as a defense to any action upon accepted bid unless said mistake can be proven by documentary evidence acceptable to the Town. After approval of the bonds and execution of the Contract and after ten (10) pement of the work has been completed, the bid security accompanying the bid will be retumed. 9. RID RE~qERVATION8 DOCUMENT 00100- INSTRUCTIONS TO BIDDERS Bids submitted shall remain in effect for forty-five (45) days past the date of bid opening. This period may be extended, for the benefit of the Town, by mutual agreement between the Bidder and the Town Clerk. 10. NON=CO1,1 ,U~qIVE STATEMENT The form of non-collusion bidding certification contained in the proposal package must be executed by the Bidder and submitted with the proposal. The submission of this statement certifies that the prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor. 11. ADDENDA AND INTERPRETATION~q Every request for information or interpretation of the Contract Documents or Drawings must be addressed in writing via mail, fax or email to: John T. Burgess, BS, MS Design Leamed, Inc. 116 Main Street Norwich, CT 06360 860-889-7078 (phone) 860-204-0419 (fax) j ohnburgess~designleamed.com To be given any consideration, requests for information must be received at least five (5) days prior to the date fixed for the opening of bids. Any such interpretations or supplemental instructions will be in the form of written addenda, and will be mailed, faxed or emailed to all prospective bidders. The failure of any bidder to receive any such addenda will not relieve the bidder of any obligation under his bid as submitted. Any addenda so issued shall become part of the Contract Documents. 12. METHC}D OF AWAI~D The bid will be awarded to the lowest responsive, responsible bidder, as will best promote the public interest, taking into consideration the reliability of the bidder, the quality of the materials, equipment, or supplies to be furnished, and conformity with the specifications. 13. SINGI,E PRIC~E RID ANAl .V.qls In the event a single bid is received, the Town will conduct a price analysis of the bid price prior to the award of the contract. 14. MIINIC. IPAI, EXEMPT ~qTATIIS 5 DOCUMENT 00100- INSTRUCTIONS TO BIDDERS The Town is exempt f~om the payment of Federal, State and local taxes. Taxes must not be included in proposal prices. 15. I.AROR 1,AW The Contractor and each and every subcontractor performing work at the site of the project to which this Contract relates shall comply with the applicable provisions of the Labor Law, as amended, of the State of New York. Attention is called to certain provisions of the Labor Law, as set forth in the Conditions of Contract, Paragraph 11, which are hereby referred to and made a part hereof. 16. WAGE RATE~q The rates of wages determined by the New York State Industrial Commissioner pursuant to the Labor Law, which shall be paid on this project, are set forth herein following the Instructions to Bidders. Contractors and subcontractors are required to submit to the Town, within thirty days after issuance of the first payroll, and every thirty days thereafter, a transcript of the original payroll records, subscribed and affmned as true under the penalties of perjury. 17. INSURANCE REQUIRED BY THE TOWN OF ~qOIITHCH,D The successful bidder will be required to procure and pay for the following types of insurance, as set forth in more detail herein following the Instructions to Bidders in the Standard Insurance requirements Section. (a)Comprehensive Automobile Policy (b)Comprehensive General Liability (c)Excess/Umbrella Insurance (d)Workmen's Compensation Insurance (e)Disability Insurance and Unemployment Insurance 18. QIIANTITIE$ Any quantities set forth in the bid specifications are approximations only. No guarantee is made for any quantities stated. Payment shall be on the basis of actual quantities supplied or the actual work done at the unit prices quoted. 19. MBE/WRE-EEO REQ111REMENT~q This contract is subject to the provisions of Article 15-A of the Executive Law. Therefore, the winning bidder may be required to submit an MBEAVBE Equal Employment Oppommity Program and a Utilization Program within ten days of being notified of award, and make good faith efforts to achieve goals established by the Town of Southold and the New York State Environmental Facilities Corporation for the participation of various business enterprises as Sub- Contractors and Suppliers on the Contract will be required. 6 DOCUMENT 00100- INSTRUCTIONS TO BIDDERS 20. MIII ,TIPI ,E PRIME CONTRACTOR RIDDING (WlCK'g I ,AV~ Wick's Law requires that certain public work projects exceeding $50,000 in total cost will require that bids be submitted by separate contractors for Construction, Heat Ventilation and Air Conditioning (HVAC), plumbing and electrical. These categories represent 4 subdivisions of the construction document package. The Contractors shall submit to the Engineer in writing, with the bid form, for his approval, the names and addresses of any additional subcontractors necessary for site work, concrete, masomy, metal stud framing & drywall, painting, flooring, steel erector, etc. See attached 9.3 "Multiple Prime Contracts Guide" for further information on Wick's Law. OGS Design Procedures Manual ~ A Guide for Designing Projects for Office of General Services Chapter 9 - Design Guides 9.3 MULTIPLE PRIME CONTRACTS GUIDE (WICK'S LAW) A. GENERAL OGS D&C projects are identified as either "Single Contract" or "Multiple Prime Contracts". B. MULTIPLE PRIME CONTRACTS Multiple Prime Contracts ara awarded for interrelated major elements of the Work that must be performed simultaneously. These projects are considerad as related contracts and require close coordination of the work. Related contracts are identified in Section 01110 Summary of the Work, Article 1.02 of the Project Manual. Section 135 of the New York State Finance Law or otherwise commonly known as the "Wick's Law" requires OGS D&C to bid specific separate Multiple Prime Contracts for certain public work projects exceeding $50,000 in total project cost. Multiple Prime Contracts are sometimes referrad to as "multi-contract" or "separate contracts". These types of projects raquira separate project manuals for the subdivisions of the work as defined by the Wick's Law. Although not specifically defined in the law, OGS D&C's policy requires that separate drawings must be preparad for each Multiple Prime Contract. This is to avoid confusion on the part of the Contractors as well as to preclude the possibility of contradicting the definition of contract documents contained in the General Conditions. Wick's Law raquiras that the contract documents be subdivided into the following major Prime Contracts to permit separate and independent bidding and award: a. Construction b. Heating Ventilation and Air Conditioning (HVAC) c. Plumbing d. Electrical The $50,000 project cost cited in section 2 above rafers to the total project cost, not to the cost of each individual prime contract. Site utilities (outside of building) and the demolition of a building are not subject to the multi-contract constraints of the Wick's Law. Non-building related projects are usually exempt from these requirements. Check with the OGS Team Leader for project specific requirements. Revised date 03/15/05 Chapter 9 9.3 Multiple Prime Contracts Guide (Wick's Law) Page I OGS Design Procedures Manual A Guide for Designing Projects for Office of General Services 6. Due to the importance of the Wick's Law it is quoted below: "135. SEPARATE SPECIFICATIONS FOR CONTRACT WORK FOR THE S TA TE Every officer, board, department, commission or commissions, charged with the duty of preparing specifications or awarding or entering into contracts for the erection, construction or alteration of buildings, for the state, when the entire cost of such work shall exceed fifty thousand dollars, must have prepared separate specifications for each of the following three subdivisions of the work to be performed: 1. Plumbing and gas fitting. 2. Steam heating, hot water heating, ventilating and air conditioning apparatus. 3. Electric wiring and standard illuminating fixtures. Such specifications must be so drawn as to permit separate and independent bidding upon each of the above three subdivisions of work. All contracts hereafter awarded by the state or a department, board, commissioner or officer thereof, for the erection, construction or alteration of buildings, or any part thereof, shall award the three subdivisions of the above specified work separately to responsible and reliable persons, firms or corporations engaged in these classes of work. A contract for one or more buildings in any project shall be awarded to the lowest responsible bidder for all the buildings included in these specifications. Nothing in this section shall be construed to prevent the authorities in charge of any state building, from performing any such branches of work by or through their regular employees, or in the case of public institutions, by the inmates thereof. As amended L. 1961, c.292, eft. April 3, 1961." The three subdivisions of work listed in the Wick's Law are expressed in very general terms, which are not clearly defined, and no mention is made of Construction Work. This does not however permit OGS D&C to include substantial Construction Work in the other contracts. If there is Construction Work, and the estimated cost of the project is over $50,000, a separate contract is prepared for the Construction Work. To aid in the preparation of contract documents for the subdivisions of work, the following definitions for the terms used in Section 135 of the State Finance Law are provided: Plumbing The potable water supply system and other waste systems within the building. NOTE: Exterior waste systems, i.e., roof drain systems, can be included in a Construction Work contract. Gas Fitting The natural gas supply system within the building. Steam Heating The building space steam heating system. Apparatus Revised date 03/15/05 Chapter 9 9.3 Multiple Prime Contracts Guide Page 2 (Wick's Law) OGS Design Procedures Manual A Guide for Designing Projects for Office of General Services Hot Water Heating The building space hot water heating system. Apparatus Ventilating Apparatus The powered air supply and exhaust system. Air Conditioning The built-in central air conditioning system. Apparatus Electric Wiring The built-in electric power supply and distribution system of 110 volts or higher. NOTE: OGS D&C's procedure for specifying control vs. powerwiring is as follows: 1. Controlwiring for a piece of equipment is included in the same contract as the equipment. 2. Powerwiring for that same piece of equipment is included in the related Electrical Work contract. Standard Illuminating The interior space lighting system. Fixtures Judgment must be used when deciding which prime contractor should be responsible for specific scopes of work. The following examples are provided for guidance: a. Equipment housekeeping pads CaR be considered part of the equipment package, and might best be included in the contract providing the equipment. This minimizes coordination issues concerning pad size, anchor bolts, seismic bracing, etc. In other cases, where similar construction work is occurring in close proximity for equipment provided under multiple contracts, it may be prudent to include all equipment pads in the Construction contract. b. Supplemental framing and cutting openings in existing construction can be considered part of the equipment package and can be included in the contract providing the equipment. This same logic extends to issues such as flashing roof curbs and mechanical penetrations, etc. However, if the complexity or extent of the supplemental framing and cutting of openings dictates, the work might best be included in the Construction contract. c. Disconnection and reconnection of electric power supplies to accommodate the replacement of equipment can be considered part of the equipment package and included in the contract providing the replacement equipment. d. Minor relocation of piping, conduit, raceway, etc. to accommodate the installation or modification of building elements can be included in the pdme contract responsible for the modifications. e. Hazardous matedal abatement can be accomplished under a single contract. For example, pipe insulation containing asbestos and vinyl asbestos floor tile can be abated under a single prime contract. f. Removals can be accomplished under a single contract. For example, if a space is being gutted, utilities can be disconnected/secured by the appropriate trade contract, and then removals can be accomplished under the construction contract. Page 3 Chapter 9 Revised date 03/15/05 9,3 Multiple Prime Contracts Guide (Wick's Law) OGS Design Procedures Manual A Guide for Designing Projects for Office of General Services The Designer should consult with the OGS Team Leader if questions arise as to the appropriateness of including work in a particular contract. C. SINGLE CONTRACT A Single Contract can be a project that is bid and constructed as a stand-alone project with no related contracts and no multiple trade work. There is no dollar limit on the value of a single contract if the work of only a single trade is involved. A Single Contract can also be a project that is bid and constructed as a stand- alone project that includes multiple trade work if the estimated costs are under $50,000. Work specified can be composed of multiple trades. When a Single Contract with estimated costs under $50,000 is bid and the Iow bid is over the estimated $50,000 - the contract documents for the project must then be separated for each of the subdivisions of the work and rebid as separate contracts or Multiple Prime Contracts per the Wick's Law. Single Contracts can be associated with a main project or contract, such as early building demolition and early site preparation, which may be completed before building construction contracts are awarded. These types of contracts would not be considered as related contracts to a main building contract for coordination because they would have been bid and constructed separate from the main project. D. ADDITIONAL SUBDIVISION OF WORK In addition to the required subdivision of Multiple Prime Contracts by Wick's Law, there may at times be reason to include additional Prime Contracts. This depends on the nature of a project and the size and complexity of an individual element of the work. It is OGS D&C's recommendation to have the minimum number of pdme contracts on a project wherever possible unless saving time; money or achieving a higher quality product can justify it otherwise. Cost alone should not be the sole determining factor for qualifying a construction operation as a major subdivision of the Project. For consideration as a major contract, a construction operation should involve a specialty contractor and several trades. Most major contracts should last throughout the construction period. The OGS Team Leader, OGS Division of Construction and the Designer must decide in advance if additional contracts will be considered and how the work will be subdivided and coordinated with the required (Wicks Law) Multiple Prime Contracts. The Designer then prepares separate bid packages for each prime contract. If there are many contracts, coordination becomes difficult to handle efficiently during design and construction. The contract documents should clearly delineate the division of work. The fragmentation of documents into smaller bid packages sometimes leads to the duplication of responsibilities that may result to problems. Revised date 03/15/05 Chapter 9 9.3 Multiple Prime Contracts Guide Page 4 (Wick's Law) OGS Design Procedures Manual A Guide for Designing Projects for Office of General Services Care must be exemised to properly identify and allocate work to avoid gaps or overlapping responsibilities among the contracts, which can be difficult depending on the complexity of the Project. Although significant segments of the Project are typically candidates for a separate contract, separate contracts may also be included for the following: a. Commissioning b. Hazardous material abatement c. Demolition d. Site preparation e. Site utilities f. Detention equipment g. Landscape development h. Food-service equipment i. Furnishings j. Elevators and escalators k. Testing, adjusting, and balancing Below is a listing of contract designations with suffix code for the more common types of projects prepared by OGS D&C. Code Trade Description C Construction H HVAC P Plumbing E Electrical G Environmental K Inmate Labor Code Trade Description N Fire Protection T Roofing U Elevator V High Voltage B Hazardous Material Clear assignment of responsibilities, especially at the points where different contracts meet or interface, must be included in the division of the Project. Example: Who is responsible for painting mechanical equipment? E. PROJECT COORDINATION Each Designer is responsible for the overall design coordination of the Project between Multiple Prime Contracts. The Designer needs to clearly specify the scope and responsibilities of each contract and cross-check the responsibilities for each contract to ensure that no overlaps or gaps exist. Construction under multiple contracts often means that different contractors require access to the same space at the same time. Coordination problems can develop if the Work installed by one contractor obstructs or disturbs the Work of another. Coordination is essential for the success of multiple contract projects because they are prone to delays caused by the need to coordinate elements of the project among several contractors. Each prime contractor is responsible for Page 5 Chapter 9 Revised date 03/15/05 9.3 Multiple Pdme Contracts Guide (Wick's Law) OGS Design Procedures Manual A Guide for Designing Projects for Office of General Services coordinating the activities of their subcontractors and the work between other prime contracts in a cooperative manner per Article 17 of the General Conditions. OGS D&C field representatives direct and coordinate construction operations between the prime contractors. OGS D&C may retain construction management services for selected projects. The best project results occur when the documents are properly coordinated and the project properly managed during the construction phase. F. MULTIPLE PRIME CONTRACTS RELATIONSHIP TO DIVISION 1 SECTIONS Multiple Prime Contracts affect Division 1 specification sections more than any other division in the Project Manual. Division 1 Section requirements for administration, procedures, and temporary facilities apply to each contract. Some Sections apply to all contracts, and some apply to only a specific contract. The suffix letter at the end of the project number distinguishes the separate contracts. The Sections in Division 1 of the Specifications that have more than one suffix letter are common to each related Contract. For example, requirements for Shop Drawings and Product Data apply to all contracts. In contrast, a section specifying a State Field Office (trailer) only applies to the Construction Contract. The following paragraphs summarize the effect of multiple contracts required by Wick's Law on some of the OGS Master Specification Division 1 Sections: a. Section 01110 Summary of the Work: 1) Requirements apply equally to all contracts. 2) Article 1.02 A - states that the Project will be constructed under a multiple contracting arrangement and identifies the name of each related contract by project number and suffix designation. 3) Article 1.04 describes work restrictions on the use of the Project site and the existing building apply equally to all contracts even though work restrictions such as asbestos removal, roofing work, heating system shutdown, etc. may be identified by a specific contract. 4) Article1.12 describes openings and chases required by related contracts and designated as work to the Construction Contract if the information is provided in a timely manner. If information is not timely, then the related contracts are responsible for cutting and patching at their own expense. 5) Article 1.13 describes sprayed on fireproofing coordination with related contracts. Hangers, clips and sleeves are to be installed by related contracts in a timely manner. If this work is not performed in a timely manner then the related contract is required to cut and repair fireproofing at own expense. 6) Article 1.15 Building location layout work is done by the Construction Contract. All other lay out work to be done by the related contracts. Revised date 03/15~05 Chapter 9 9.3 Multiple Pdme Contracts Guide Page 6 (Wick's Law) OGS Design Procedures Manual A Guide for Designing Projects for Office of General Services b. Section 01210 Allowances: 1) Requirements apply equally to all contracts. 2) Allowance for contingencies to cover cost of additional labor and materials for contingent activities within the scope of the Contract as directed by Field Order. 3) For specific allowances include clear descriptions of the Work for a specific contract. Example: fuel required for temporary heat by the Construction Contract. c. Section 01230 Alternates: 1) Include this section when an alternate applies to a contract. 2) Multiple prime contracts should be listed on Article 1.02 and should include clear descriptions of the Work so the scope of each contract can be determined. Modify the footer project number and suffixes as required. d. Section 01330 Submittals: 1) Product requirements and product selection procedures apply equally to all contracts. Contractor requests for material substitution or "or equal" submissions may affect more than one contract, however, thereby creating coordination problems. Because of this, the General Conditions Article 5.6 states that the contractor shall make all adjustments to contingent work, whether the contingent work be the work of its contract or the work of other contractor's, necessary to accommodate the option or "or equal" product it selects without extra or additional cost. e. Section 01335 Computer Aided Desi,qn Coordination Drawin,qs: 1) Requirements apply equally to all contracts. 2) This section should be used when coordination and layout of building systems is necessary between contracts to avoid conflicts prior to construction. f. Section 01500 Construction Facilities & Temporary Controls: 1) Generally apply equally to all contracts. However, some requirements are typically assigned to one contract. The specific assignment depends on which prime contracts are included in the project. For example, each contract must provide its own field office; however, the responsibility for providing a State Field Office, if required, must be assigned to a specific contact (generally this is to the Construction Contract). 2) Temporary light and power service and wiring for the project is usually assigned to the Electric Contract. The exception would be for wiring of individual contractor trailers. If electrical energy is not free of charge at a state facility then previsions need to be detailed for payments of associated energy bills. This may be assigned to a single prime contract such as the Construction Contract. Usually, energy for contractor's individual trailers is not included. 3) Temporary water service and maintenance is typically assigned to one contract. Usually this is the Construction Contract for single-story construction. For multi-story construction this may be assigned to the Plumbing Contract. Revised date 03/15/05 Chapter 9 Page 7 9.3 Multiple Prime Contracts Guide (Wick's Law) OGS Design Procedures Manual A Guide for Designing Projects for Qfflce of General Services 4) Temporary toilets are typically assigned to the prime contract with the largest scope, which is usually the Construction Contract. The number of toilets required is based on a table within the specification. 5) Temporary material and personnel hoists (if required) are usually assigned to the Construction Contract and used by all contractors. The percentage of hoist usage needs to be determined to set a standard and to avoid conflicts dudng construction. 6) Temporary use of permanent elevator as material and personnel hoist is an option that may be available for a project. The Construction contract is usually assigned the task of operation, protection and maintenance. The percentage of elevator usage needs to be determined to set a standard and to avoid conflicts during construction. 7) Temporary closures for exterior wall openings and temporary partitions to separate the work area from State occupied areas are usually assigned to the Construction Contract. 8) Temporary fence enclosures are usually assigned to the Construction Contract. 9) Temporary fire standpipe protection system is assigned to the Plumbing Contract. 10) Temporary roads, parking and staging area construction and maintenance (including snow removal) are usually assigned to the Construction Contract. 11) Progress cleaning applies equally to each contract for its own work and own portion of the project site. All contractors are required to provide rubbish removal. Containerized rubbish removal may be assigned to the prime contract with the largest scope, which is usually the Construction Contract. Some larger projects may benefit from a laborer assigned to facilitate project site clean up for common-use areas where more than one contractor is working. 12) The Designer should review the specification and hidden text in Section 01500 for more information. The specification does not define all construction facilities and temporary controls. The Designer is responsible for identifying and properly addressing all project specific issues. Section Ol510 Temporary Heat: 1) Construction heat requirements apply to all contracts. 2) Temporary heat (building enclosed) is usually provided by the Construction Contract. The Construction Contractor is to assume responsibility for damage due to frost and freezing during this period. Section 0~ 720 Field En.qineerin,q: 1) Field-engineering services are usually assigned to one contract to avoid duplication that may lead to conflicts and misunderstandings. This work is usually associated with major site improvements, establishment of property lines and other critical grading requirements. Revised date 03/15/05 Chapter 9 9,3 Multiple Pdme Contracts Guide Page 8 (Wick's Law) OGS Design Procedures Manual A Guide for Designing Projects for Office of General Services G. RESPONSIBILTY FOR DAMAGE Contractor responsibility for damage during construction is described in Article 18 of the General Conditions. End of Multiple Prime Contracts Guide (Wick's Law) Revised date 03/15/05 Chapter 9 9.3 Multiple Prime Contracts Guide 0Nick's Law) Page 9 Eliot Spitzer, Governor Town of Southold John Burgess, Project Engineer Design Learned 116 Main Street Norwich CT 06360 York P~Jt us to work for you M. Patdcia Smith, Acting, Commissioner Schedule Year 2006 through 2007 Date Requested 01/24/2007 PRC# 2007000596 Location Project ID# Project Type Peconic Lane Constructing a new 7,000 sf animal shelter to replace older structure. Complete architectural, civil, MEP. (Larger facility proposed in 2006, redesigned due to budgetary constraints) PREVAILING WAGE SCHEDULE FOR ARTICLE 8 PUBLIC WORK PROJECT Attached is the current schedule(s) of the prevailing wage rates and prevailing hourly supplements for the project referenced above. A unique Prevailing Wage Case Number (PRC#) has been assigned to the schedule(s) for your project. The schedule is effective from July 2006 through June 2007. All updates, corrections, posted on the 1st business day of each month, and future copies of the annual determination are available on the Department's website www.labor.state.ny.us. Updated PDF copies of your schedule can be accessed by entering your assigned PRC# at the proper location on the website. It is the responsibility of the contracting agency or its agent to annex and make part, the attached schedule, to the specifications for this project, when it is advertised for bids and/or to forward said schedules to the successful bidder(s), immediately upon receipt, in order to insure the proper payment of wages. Please refer to the "General Provisions of Laws Covering Workers on Public Work Contracts" provided with this schedule, for the specific details relating to other responsibilities of the Department of Jurisdiction. Upon completion or cancellation of this project, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. NOTICE OF COMPLETION / CANCELLATION OF PROJECT Date Completed: Date Cancelled: Name & Title of Representative: Phone: (518) 457-5589 Fax: (518) 485-1870 W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240 www.labor.state.ny.us. PW 200 PWAsk@labor.state.ny.us General Provisions of Laws Covering Workers on Article 8 Public Work Contracts Introduction ~ Labor Law requires public work contractors and subcontractors to pay laborers, workers, or mechanics employed in the performance of a public work contract not less than the prevailing rate of wage and supplements (fringe benefits) in the locality where the work is performed. Responsibilities of the Department of Jurisdiction A Department of Jurisdiction (Contracting Agency) includes a state department, agency, board or commission: a county, city, town or village; a school district, board of education or board of cooperative educational services; a sewer, water, fire, improvement and other district corporation; a public benefit corporation; and a public authority awarding a public work contract. The Department of Jurisdiction (Contracting Agency) awarding a public work contract MUST obtain a Prevailing Rate Schedule listing the hourly rates of wages and supplements due the workers to be employed on a public work project. This schedule may be obtained by completing and forwarding a "Request for wage and Supplement Information" form (PW 39) to the Bureau of Public Work. The Prevailing Rate Schedule MUST be included in the specifications for the contract to be awarded and is deemed part of the public work contract. Upon the awarding of the contract, the law requires that the Department of Jurisdiction (Contracting Agency) furnish the following information to the Bureau: the name and address of the contractor, the date the contract was let and the approximate dollar value of the contract. To facilitate compliance with this provision of the Labor Law, a copy of the Department's "Notice of Contract Award" form (PW 16) is provided with the original Prevailing Rate Schedule. The Department of Jurisdiction (Contracting Agency) is required to notify the Bureau of the completion or cancellation of any public work project. The Department's PW 200 form is provided for that purpose. Hours No laborer, worker, or mechanic in the employ of a contractor or subcontractor engaged in the performance of any public naOrk project sha be perm tted to work more than e ght hours in any day or more than five days in any week, except in ses of extraordinary emergency. The contractor and the Department of Jurisdiction (Contracting Agency) may apply to e Bureau of Public Work for a dispensation permitting workers to work additional hours or days per week on a particular public work project. Wages and Supplements The wages and supplements to be paid and/or provided to laborers, workers, and mechanics employed on a public work project shall be not less than those listed in the current Prevailing Rate Schedule for the locality where the work is performed. If a prime contractor on a public work project has not been provided with a Prevailing Rate Schedule, the contractor must not fy the Department of Jur sd ct on (Contracting Agency) who in turn must request an original Prevailing Rate Schedule form the Bureau of Public Work. Requests may be submitted by: mail to NYSDOL, Bureau of Public Work, State Office Bldg. Campus, Bldg. 12, Rm. 130, Albany, NY 12240; Fax to Bureau of Public Work (518) 485-1870; or electronically at the NYSDOL website www.labor.state.ny.us. Upon receiving the original schedule, the Department of Jurisdiction (Contracting Agency) is REQUIRED to provide complete copies to all prime contractors who in turn MUST, by law, provide copies of all applicable county schedules to each subcontractor and obtain from each subcontractor, an affidavit certifying such schedules were received. If the original schedule expired, the contractor may obtain a copy of the new annual determination from the NYSDOL website www.labor.state.ny.us. The Commissioner of Labor makes an annual determination of the prevailing rates. This determination is in effect from July 1st through June 30th of the following year. The annual determination is available on the NYSDOL website www.iabor.state.ny.us. Payrolls and Payroll Records Every contractor and subcontractor MUST keep original payrolls or transcripts subscribed and affirmed as true under penalty of perjury. Payrolls must be maintained for at least three (3) years from the project's date of completion. At a minimum, payrolls must show the following information for each person employed on a public work project: Name, Classification(s) in which the worker was employed, Hourly wage rate(s) paid, Supplements paid or provide, and Daily and , number of hours worked in each classification. Every contractor and subcontractor sba subm t to the Department of Jurisdiction (Contracting Agency), within thirty (30) days after issuance of its first payroll and every thirty (30) days thereafter, a transcript of the original payrolls, subscribed and affirmed as true under penalty of perjury. The Depar[ment of Jurisdiction (Contracting Agency) shall receive and maintain such payrolls. In addition, the Commissioner of Labor may require contractors to furnish, with ten (10) days of a request, payroll records sworn to as their validity and accuracy for public work and pdvate work. Payroll records include, by are not limited to time cards, work description sheets, proof that supplements were provided, cancelled payroll checks and payrolls. Failure to provide the requested information within the allotted ten (10) days will result in the withholding of up to 25% of the contract, not to exceed $100,000.00. If the contractor or subcontractor does not maintain a place of business in New State and the amount of the contract exceeds $25,000.00, payroll records and certifications must be kept on the project worksite. The prime contractor is responsible for any underpayments of prevailing wages or supplements by any subcontractor. All contractors or their subcontractors shall provide to their subcontractors a copy of the Prevailing Rate Schedule specified in the public work contract as well as any subsequently issued schedules. A failure to provide these schedules by a contractor or subcontractor is a violation of Article 8, Section 220-a of the Labor Law. All subcontractors engaged by a public work project contractor or its subcontractor, upon receipt of the original schedule and any subsequently issued schedules, shall provide to such contractor a verified s~tement attesting that the subcontractor has received the Prevailing Rate Schedule and will pay or provide the applicable rates of wages and supplements specified therein. (See NYS Labor Laws, Article 8. Section 220-a). Determination of Prevailing Wage and Supplement Rate Updates Applicable to All Counties The wages and supplements contained in the annual determination become effective July 1st whether or not the new determination has been received by a given contractor. Care should be taken to review the rates for obvious errors. Any corrections should be brought to the Department's attention immediately. It is the responsibility of the public work contractor to use the proper rates. If there is a question on the proper classification to be used, please call the district office located nearest the project. Any errors in the annual determination will be corrected and posted to the NYSDOL website on the first business day of each month. Contractors are responsible for paying these updated rates as well, retroactive to July 1st. When you review the schedule for a particular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. To the extent possible, the Department posts rates in its possession that cover periods of time beyond the July 1st to June 30th time frame covered by a particular annual determination. Rates that extend beyond that instant time period are informational ONLY and may be updated in future annual determinations that actually cover the then appropriate July 1st to June 30th time period. Withholding of Payments When a complaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to pay or provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or supplements may be due, payments on the public work contract shall be withheld from the prime contractor in a sufficient amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final determination. When the Bureau of Public Work finds that a contractor or subcontractor on a public work project failed to pay or provide the requisite prevailing wages or supplements, the Bureau is authorized by Sections 220-b of the Labor Law to so notify the financial officer of the Department of Jurisdiction (Contracting Agency) that awarded the public work contract. Such officer MUST then withhold or cause to be withheld from any payment due the prime contractor on account of such contract the amount indicated by the Bureau as sufficient to satisfy the unpaid wages and supplements, including interest and any civil penalty that may be assessed by the Commissioner of Labor. The withholding continues until there is a final determination of the underpayment by the Commissioner of Labor or by the court in the event a legal proceeding is instituted for review of the determination of the Commissioner of Labor. The Department of Jurisdiction (Contracting Agency) shall comply with this order of the Commissioner of Labor or of the court with respect to the release of the funds so withheld. Summary of Notice Posting Requirements The current Prevailing Rate Schedule must be posted in a prominent and accessible place on the site of the public work project. The prevailing wage schedule must be encased in, or constructed of, materials capable of withstanding adverse weather conditions and be titled "PREVAILING RATE OF WAGES" in letters no smaller than two (2) inches by two (2) inches. Every employer providing workers, compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers. Compensation Board in a conspicuous place on the jobsite. Every employer subject to the NYS Human Rights Law must conspicuously post at its offices, places of employment, or employment training centers, notices furnished by the State Division of Human Rights. Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices furnished by the NYS Department of Labor. Apprentices Employees cannot be paid apprentice rates unless they are individually registered in a program registered with the NYS ~ommissioner of Labor. The allowable ratio of apprentices to journeyworkers in any craft classification can be no greater ~an the statewide building trade ratios promulgated by the Department of Labor and included with the Prevailing Rate Schedule. An employee listed on a payroll as an apprentice who is not registered as above or is performing work outside the classification of work for which the apprentice is indentured, must be paid the prevailing journeyworker's wage rate for the classification of work the employee is actually performing. NYSDOL Labor Law, Article 8, Section 220-3, require that only apprentices individually registered with the NYS Department of Labor may be paid apprenticeship rates on a public work project. No other Federal or State Agency of office registem apprentices in New York State. Persons wishing to verify the apprentice registration of any person must do so in writing by mail, to the NYSDOL Office of Employability Development / Apprenticeship Training, State Office Bldg. Campus, Bldg. 12, Albany, NY 12240 or by Fax to NYSDOL Apprenticeship Training (518) 457-7154. All requests for verification must include the name and social security number of the person for whom the information is requested. The only conclusive proof of individual apprentice registration is written verification from the NYSDOL Apprenticeship Training Albany Central office. Neither Federal nor State Apprenticeship Training offices outside of Albany can provide conclusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any person is registered in that program. Furthermore, the existence or possession of wallet cards, identification cards, or copies of state forms is not conclusive proof of the registration of any person as an apprentice. Interest and Penalties In the event that an underpayment of wages and/or supplements is found: Interest shall be assessed at the rate then in effect as prescribed by the Superintendent of Banks pursuant to section 14-a of the Banking Law, per annum from the date of underpayment to the date restitution is made. A Civil Penalty may also be assessed, not to exceed 25% of the total of wages, supplements, and interest due. Oebarment Any contractor or subcontractor and/or its successor shall be ineligible to submit a bid on or be awarded any public work contract or subcontract with any state, municipal corporation or public body for a period of five (5) years when: Two (2) willful determinations have been rendered against that contractor or subcontractor and/or its successor within any consecutive six (6) year pedod. There is any willful determination that involves the falsification of payroll records or the kickback of wages or supplements. CriminalSanctions Willful violations of the Prevailing Wage Law (Article 8 and Article 9 of the Labor Law) constitute a misdemeanor punishable by fine or imprisonment, or both. Discrimination No employee or applicant for employment may be discriminated against on account of age, race, creed, color, national origin, sex, disability or marital status. No contractor, subcontractor nor any person acting on its behalf, shall by reason of race, creed, color, disability, sex or national origin discriminate against any citizen of the State of New York who is qualified and available to perform the work to which the employment relates (NYS Labor Law, Article 8, Section 220-e(a)). No contractor, subcontractor, nor any person acting on its behalf, shall in any manner, discriminate against or intimidate any employee on account of race, creed, color, disability, sex, or national odgin (NYS Labor Law, Article 8, Section 220- e(b) ). The Human Rights Law also prohibits discrimination in employment because of age, marital status, or religion. ly be deducted from the amount payable to the contractor under the contract a penalty of $50.00 for each day during which such person was discriminated against or intimidated n violation of the provision of the contract (NYS Labor Law, Article 8, Section 220-e(c) ). The contract may be cancelled or terminated by the State or municipality. All monies due or to become due thereunder may be forfeited for a second or any subsequent violation of the terms or conditions of the anti-discdminafion sections of the contract (NYS Labor Law, Article 8, Section 220-e(d) ). Every employer subject to the New York State Human Rights Law must conspicuously post at its offices, places of employment, or employment training centers notices furnished by the State Division of Human Rights. Workers' Compensation In accordance with Section 142 of the State Finance Law, the contractor shall maintain coverage during the life of the contract for the benefit of such employees as required by the provisions of the New York State Workers' Compensation Law. A contractor who is awarded a public work contract must provide proof of workers' compensation coverage prior to being allowed to begin work. The insurance policy must be issued by a company authorized to provide workers' compensation coverage in New York State. Proof of coverage must be on form C-105.2 (Certificate of Workers' Compensation Insurance) and must name this agency as a certificate holder. If New York State coverage is added to an existing out-of-state policy, it can only be added to a policy from a company authorized to write workers' compensation coverage in this state. The coverage must be listed under item 3^ of the information page. The contractor must maintain proof that subcontractors doing work covered under this contract secured and maintained a workers' compensation policy for all employees working in New York State. Every employer providing worker's compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers' Compensation Board in a conspicuous place on the jobsite. Unemployment Insurance Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices furnished by the New York State Department of Labor. Eliot Spitzer, Governor Town of Southold John Burgess, Project Engineer Design Learned 116 Main Street Norwich CT 06360 York Pat us to yearn for you M. Patricia Smith, Acting, Commissioner Schedule Year 2006 through 2007 Date Requested 01/24/2007 PRC# 2007000596 Location Project ID# Project Type Peconic Lane Constructing a new 7,000 sf animal shelter to replace older structure. Complete architectural, civil, MEP. (Larger facility proposed in 2006, redesigned due to budgetary constraints) Notice of Contract Award New York State Labor Law, Article 8, Section 220.3a requires that certain information regarding the awarding of public work contracts, be furnished to the Commissioner of Labor. One "Notice of Contract Award" (PW 16, which may be photocopied), MUST be completed for EACH prime contractor on the above referenced project. Upon notifying the successful bidder(s) of this contract, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. Contractor Information All information must be supplied Federal Employer Identification Number: Name: Address: City: Amount of Contract: Approximate Starting Date: Approximate Completion Date: State: Zip: Contract Type: [ ] (01) General Construction [ ] (02) HeatingNentilation [ ] (03) Electrical [ ] (04) Plumbing [ ] (05) Other: Phone: (518)457-5589 Fax: (518)485-1870 W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240 www.labor.state.ny.us. PW 16 PWAsk(~labor.state.ny.us To all State Departments, Agency Heads and Public Benefit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND Budget Policy & Reporting Manual B-610 Public Work Enforcement Fund effective date December 7, 2005 1. Purpose and Scope: This Item describes the Public Work Enforcement Fund (the Fund, PWEF) and its relevance to State agencies and public benefit corporations engaged in construction or reconstruction contracts, and announces the recently-enacted increase to the percentage of the dollar value of such contracts that must be deposited into the Fund. This item also describes the roles of the following entities with respect to the Fund: New York State Department of Labor (DOL), The Office of the State of Comptroller (OSC), and State agencies and public benefit corporations. 2. Background and Statutory References: DOL uses the Fund to enforce the State's Labor Law as it relates to contracts for construction or reconstruction as defined in subdivision two of Section 220 of the Labor Law. State agencies and public benefit corporations participating in such contracts are required to make payments to the Fund. Chapter 511 of the Laws of 1995 (as amended by Chapter 513 of the Laws of 1997, Chapter 655 of the Laws of 1999, Chapter 376 of the Laws of 2003 and Chapter 407 of the Laws of 2005) established the Fund. 3. Procedures and Agency Responsibilities: The Fund is supported by transfers and deposits based on the value of contracts for construction and reconstruction, as defined in subdivision two of Section 220 of the Labor Law, into which all State agencies and public benefit corporations enter. Chapter 407 of the Laws of 2005 increased the amount required to be provided to this fund to. 10 of one-percent of the total cost of each such contract, to be calculated at the time agencies or public benefit corporations enter into a new contract or if a contract is amended. The provisions of this bill became effective August 2, 2005. To all State Departments, Agency Heads and Public Benefit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND OSC will report to DOL on all construction-related ("D") contracts approved during the month, including contract amendments, and then DOL will bill agencies the appropriate assessment monthly. An agency may then make a determination if any of the billed contracts are exempt and so note on the bill submitted back to DOL. For any instance where an agency is unsure if a contract is or is not exempt, they can call the Bureau of Public Work at the number noted below for a determination. Payment by check or journal voucher is due to DOL within thirty days from the date of the billing. DOL will verify the amounts and forward them to OSC for processing. For those contracts which are not approved or administered by the Comptroller, monthly repons and payments for deposit into the Public Work Enforcement Fund must be provided to the Administrative Finance Bureau at the DOL within 30 days of the end of each month or on a payment schedule mutually agreed upon with DOL. Reports should contain the following information: Name and billing address of State agency or public benefit corporation; State agency or public benefit corporation contact and phone number; Name and address of contractor receiving the award; Contract number and effective dates; Contract amount and PWEF assessment charge (if contract amount has been amended, reflect increase or decrease to original contract and the adjustment in the PWEF charge); and Brief description of the work to be performed under each contract. Checks and Journal Vouchers, payable to the "New York State Department of Labor" should be sent to: Department of Labor Administrative Finance Bureau-PWEF Unit Building 12, Room 464 State Office Campus Albany, NY 12240 Any questions regarding billing should be directed to NYSDOL's Administrative Finance Bureau-PWEF Unit at (518) 457-3624 and any questions regarding Public Work Contracts should be directed to the Bureau of Public Work at (518) 457-5589. Prevailing Wage Rates for 07/01/2006 - 06~30~2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 introduction to the Prevailing Rate Schedule ~n About Prevailing Rate Schedule This information is provided to assist you in the interpretation of particular requirements for each classification of worker contained in the attached Schedule of Prevailing Rates. Classification It is the duty of the Commissioner of Labor to make the proper classification of workers taking into account whether the work is heavy and highway building sewer and water tunnel work er residential, and to make a determination of wages and supplements to be paid or provided. It is the responsibility of the public work contractor to use the proper rate. If there is a question on the proper classification to be used, please call the district office located nearest the project. District office locations and phone numbers are listed below. Paid Holidays Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. If an employee works on a day listed as a paid holiday, this remuneration is in addition to paymen[of the required prevailing rate for the work actually performed. Overtime Overtime holiday pay is the premium pay that is required for work performed on specified holidays. It is only required where the employee actually performs work on such holidays. The applicable holida~/s are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY section listings for each classification. Supplemental Benefits Particular attention should be given to the supplemental benefit requirements. Although in most cases the payment or provision of supplements is for each hour worked some classifications require the payment or provision of supplements for each hour paid (including paldholidays on which no work is performed) and/or may require supplements to be pa d or prov ded at a prem um rate for prem um hours worked. Effective Dates O!hen you review the schedule for al)articular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. The rate listed is valid until the next effective rate change or until the new annual determination which takes effect on July 1 of each year. All contractors and subcontractors are required to ~,ay the current prevailing rates of wages and supplements. If you have any questions please contact the Bureau of Public Work or visit the New York State Department of Labor website (www.labor.state.ny.us) for current wage rate information. Apprentice Training Ratios The following are the allowable ratios of registered Apprentices to Journey-workers. For example the ratio 1:1,1:3 indicates the allowable initial ratio is one Apprentice to one Journeyworker. The Journeyworker must be in place on the project before an Apprentice is allowed. Then three additiona/Journeyworkers are needed before a second Apprentice is allowed. The last ratio repeats indefinitely. Therefore, three more Journeyworkers must be present before a third Apprentice can be hired, and so on. Please call Apprentice Training Central Office at (518) 457-6820 if you have any questions. Title (Trade) Ratio boilermaker 1:1,1:4 Mason 1:1,1:4 Carpenter 1:1,1:4 Electrical (Outside) Lineman 1:1,1:2 Electrician (Inside) 1:1,1:3 ElevatoflEscalator Construction & Modernizer 1:1,1:2 Glazier 1:1,1:3 Insulation & Asbestos Worker 1:1,1:4 Iron Worker 1:1,1:6 Laborer 1:1,1:3 Op Engineer 1:1,1:5 Painter 1:1,1:3 Plumber & Steamfitter 1:1,1:3 Page 11 Prevailing Wage Rates for 07/01/2006 - 06~30~2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Roofer 1:1,1:2 Sheet Metal Worker 1:1,1:3 Sprinkler Fitter 1:1,1:2 If you have any questions concerning the attached schedule or would like additional information, please contact the nearest BUREAU of PUBLIC WORK District Office or wdte to: New York State Department of Labor Bureau of Public Work State Office Campus, Bldg. 12 Albany, NY 12240 District Office Locations: Bureau of Public Work - Albany Bureau of Public Work - Buffalo Bureau of Public Work - Garden City Bureau of Public Work ~ New York City Bureau of Public Work - Rochester Bureau of Public Work - Syracuse Bureau of Public Work - Utica Bureau of Public Work - White Plains Bureau of Public Work - Central Office Telephone # 518-457-2744 716-847-7159 516-228-3915 212-352-6088 585-258-4505 315-428-4056 315-793-2314 914-997-9507 518-457-5589 FAX # 518-485-0240 716-847-7650 516-794-3518 212~352-6580 585-258-4708 315-428-4671 315-793-2514 914-997-9523 518-485-1870 Page Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Suffolk County General Construction Asbestos Worker 01/01/2007 )B DESCRIPTION Asbestos Worker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per hour: 07/01/2006 DISTRICT 9 12/01/06 Abestos Worker Removal&Abatement Only* $ 26.45 $27.45 *NOTE - On mechanical systems that are NOT to be SCRAPPED. ALL other removal and/or abatement refer fo Building Laborer Catagory EXCEPT for Re-roofing refer to Roofing Catagory. SUPPLEMENTAL BENEFITS Journeyman Removal&Abatement Only $ 8.25 OVERTIME PAY See (B) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE NOTE: Easter Paid at Time and One-half IF worked REGISTERED APPRENTICES Apprentice Removal&Abatement Only: 1600 hour terms at the following percentage of Journeyman's rates. 1st 2nd 3rd 4th 78% 80% 83% 89% lupplemental Benefits: r Hour worked) Apprentice Removal&Abatement Only Same % as for Wage of $ 8.25 9-12a - Removal Only Boilermaker 0110112007 JOB DESCRIPTION Boilermaker DISTRICT 4 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester WAGES Per Hour: 07/01/2006 Boilermaker $ 41.85 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006 Journeymen OVERTIME PAY See (D, O) on OVERTIME PAGE HOLIDAY $ 8.27 + 48% of the Hourly Wage Paid: See (8, 16, 23, 24) on HOLIDAY PAGE vertime: See (4, 6, 11, 12, 15, 25)on HOLIDAY PAGE EGISTERED APPRENTICES (1/2) Year Terms at the following pecentage of Journeyman's Wage 1st 2nd 3rd 4th 5th 6th 7th 8th 65% 65% 70% 75% 80% 85% 90% 95% Page 13 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Supplemental Benefits Per Hour: Apprentices 07/01/2006 $ 8.27 + 48% of the Hourly Wage 4-5 Carpenter 01/0112007 JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Rockland, Westchester PARTIAL COUNTIES Orange: South of but including the following, Waterloo Mills, SlateHill, New Hampton, Goshen, Blooming Grove, Mountainville, east to the Hudson River. Putnam: South of but including the following, Cold Spdng, TompkinsCorner, Mahopac, Croton Falls, east to Connecticut border. Suffolk: West of Port Jefferson and Patchoque Road to Route 112 tothe Atlantic Ocean. WAGES Per hour: 07/01/2006 Core Drilling: Driller $ 29.56 Assistant Driller 24.59 Note: Hazardous Waste Pay Differential: For Level C, an additional 10% above wage rate per hour For Level B, an additional 10% above wage rate per hour For Level A, an additional 10% above wage rate per hour Note: When required to work on water: an additional $ 0.50 per hour. SUPPLEMENTAL BENEFITS Per hour paid: Driller $10.36 Assistant 10.36 OVERTIME PAY OVERTIME: HOLIDAY HOLIDAY: Paid: Overtime: See (B,E,K*,P,R**) on OVERTIME PAGE. See (5,6) on HOLIDAY PAGE. * See (5,6) on HOLIDAY PAGE. ** See (8,10,11,13) on HOLIDAY PAGE. Assistant: One (1) year increments at the following percentage of Assistant wages. This is not an apprenticeship for Driller. 1st Year 2nd Year 3rd Year 4th Year 70% 80% 90% 100% 9-1536-CoreDdller Carpenter 01101/2007 JOB DESCRIPTION Carpenter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per Hour: 07/01/2006 Timberman $ 42.09 SUPPLEMENTAL BENEFITS DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Per hour paid: ¥urneyman $ 25.01 ERTIME PAY e (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: Paid: for 1st & 2nd yr. Apprentices Overtime: REGISTERED APPRENTICES Wages per hour: ( 1 ) year terms: 1st. $17.37 See (18,19) on HOLIDAY PAGE. See (5,6,11,13,16,18,19,25) See (5,6,11,13,16118,19,25) on HOLIDAY PAGE. 2nd. 3rd. 4th. $ 21.04 $ 26.54 $ 32.04 Supplemental benefits per hour: Apprentices $18.05 9-1536 Carpenter 0t/01/2007 JOB DESCRIPTION Carpenter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester erhour: 07/01/2006 Building Millwright $ 46.25 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 27.34 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (18,19) on HOLIDAY PAGE. Paid: for 1st & 2nd yr. Apprentices Overtime REGISTERED APPRENTICES Wages per hour: (1) year terms: 1st. $ 25.06 Supplemental benefits per hour: I) year terms: 1st. $18.78 See (5,6,11,13,16,18,19,25) See (5,6,11,13,16,18,19,25) on HOLIDAY PAGE. 2nd. 3rd. 4th. $ 29.55 $ 34.23 $ 43.02 2nd. 3rd. 4th. $ 20.48 $ 22.86 $ 25.56 DISTRICT 9 Page 15 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County 9-740.1 Carpenter JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2006 Madne Construction: Marine Diver $ 55.20 M.D.Tender 41.85 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 25.01 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: Paid: for 1st & 2nd yr. Apprentices Overtime: REGISTERED APPRENTICES Wager per hour: (1) year terms: See (18,19) on HOLIDAY PAGE. See (5,6,10,11,13,16,18,19) See (5,6,10,11,13,16,18,19) on HOLIDAY PAGE. 1st 2nd 3rd 4th $18.80 $ 22.83 $ 28.87 $ 34.92 Supplemental benefits per hour: Apprentices $18.05 9-1456MC Carpenter 01/01/2007 JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2006 Carpet/Resilient Floor Coverer $ 45.66 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 25.01 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE Page 16 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County HOLIDAY Paid: e aid: for 1st & 2nd yr. pprentices Overtime: See (18, 19)on HOLIDAY PAGE. See (5,6,11,13,16,18,19,25) See (5,6,11,13,16,18,19,25) on HOLIDAY PAGE. REGISTERED APPRENTICES Wage per hour: (1) year terms: 1st. $18.80 2nd. 3rd. 4th. $22.82 $28.86 $34.90 Supplemental benefits per hour: Apprentices $18.05 9-2287 Carpenter 0t/01 ~2007 JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2006 Pileddver $ 45.68 ockbuilder 45.68 SUPPLEMENTAL BENEFITS Per hour paid: Joumeyman $ 25.01 OVERTIME PAY See (B, E2, O) on OVERTIME PAGE HOLIDAY Paid: Paid: for 1st & 2nd yr. Apprentices Overtime: REGISTERED APPRENTICES Wages per hour: (1)year terms: See (18,19)on HOLIDAY PAGE. See (5,6,11,13,16,18,19,25) See (5,6,11,13,16,18,19,25) on HOLIDAY PAGE. 1st. 2nd. 3rd. 4th. $18.80 $ 22.83 $ 28.87 $ 34.92 upplemental benefits per hour: Apprentices $18.05 9-1456 01/0112007 Carpenter - Building / Heavy&Highway Page 17 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County JOB DESCRIPTION Carpenter- Building / Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES 07/01/2006 Building $ 34.27 Heavy Highway 34.27 SUPPLEMENTAL BENEFITS Per Hour: Journeyman $ 28.42 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (18, 19) on HOLIDAY PAGE Overtime: See (5, 6, 16, 23, 24, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms at the following pecentage of Journeymans Wage 1st 2nd 3rd 4th 40% 55% 65% 75% DISTRICT 4 Supplemental Benefits Apprentice(s) $15.50 4-Reg. Council Nass/Su Electrician 01/01/2007 JOB DESCRIPTION Electrician ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/0112006 $ 23.87 07/01/2006 Tree Trimmer/ Line Clearance Specialist SUPPLEMENTAL BENEFITS Per Hour: 17% of Wage Rate, Plus $ 4.88 per Hour See (5, 6, 8, 9, 10, 11, 16) on HOLIDAY PAGE See (1) on HOLIDAY PAGE DISTRICT 4 OVERTIME PAY See (B, E, P, T) on OVERTIME PAGE HOLIDAY Paid: Overtime: 4-1049/Tree 06/01/2007 Page 18 DISTRICT 4 JOB DESCRIPTION Electrician ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2006- Electrician 01/01/2007 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County i~elephone & Intergrated ourneyman 05/31/2007 Tele-Data Systems $ 31.40 $ 31.80 "PLEASE NOTE" This rate ciassification applies to ALL Voice,Data & Video work.: Excluding Fire Alarm Systems and Energy Managment Systems (HVAC Controls), in those cases the regular Bectrician rate applies. To ensure proper use of this rate please call the Garden City District Office at (516)228-3915. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006- 06/01/2007 05/31/2007 Journeyman 47.5% of Hourly Wage plus $ 3.06 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: Overtime: 47.5% of Hourly Wage plus $ 3.90 See (1) on HOLIDAY PAGE See 5, 6, 15, 16, 25) on HOLIDAY PAGE 4-25tela Electrician 01/0112007 JOB DESCRIPTION Electrician ENTIRE COUNTIES Nassau, Suffolk WAGES ~r Hour: 07/01/2006- 06/01/2007 05/31/2007 Journeyman Electrical Maintenance $ 34.45 $ 34.90 "PLEASE NOTE" Applicable to "EXISTING ELECTRICAL SYSTEMS" including, but not limited to TRAFFIC SIGNALS & STREET LIGHTING. Not used for addons. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006- 05/31/2007 06/01/2007 Journeyman OVERTIME PAY See (B, E2, H) on OVERTIME PAGE HOLIDAY 35.5% of Wage plus $ 4.52 / hour Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Term(s) at the following Percentage of Journeyman(s) Wage: 35.5% of Wage plus $ 5.28 / hour 1st Yr 2nd Yr 3rd Yr 4th Yr 5th Yr 40% 50% 60% 70% 80% DISTRICT 4 Supplemental Benefits per hour Apprentice(s) 35.5% of Wage plus $ 4.52 / 35.5% of Wage plus $ 5.28 / Page 19 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County hour hour 4~25m Electrician JOB DESCRIPTION Electrician ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2006 Electrician $ 44.00 Fire Alarm 44.00 HVAC Controls 44.00 DISTRICT 4 PUMP & TANK WORK Journeyman $ 35.20 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006 Journeyman 44.5% of hourly wage plus $ 6.93 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms at the following Percetage of Journeyman(s) Wage 1 st 2nd 3rd 4th 5th 6th 35% 40% 45% 50% 60% 70% Supplemental Benefits per hour Apprentice(s) 1 st Term 2nd Term 3rdTerm 4th Term 5th Term 6th Term 15% of hourly wage plus $ 3.89 24% of hourly wage plus $ 4.78 44.5% of hourly wage plus $ 6.93 44.5% of hourly wage plus $ 6.93 44.5% of hourly wage plus $ 6.93 44.5% of hourly wage plus $ 6.93 Page 20 4-25 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Electrician Lineman 01/01/2007 OB DESCRIPTION Electrician Lineman NTIRE COUNTIES assau, Suffolk WAGES For Utility Distribution & Transmission Line Construction Per Hour: 07/01/2006- 03/31/2007 04/01/2007 Lineman/Splicer $ 38.10 $ 39.50 Marerial Man 33.15 34.37 Heavy Equip. Operator 30.48 31.60 Gmundman 22.86 32.70 Flagman 17.16 17.78 DISTRICT 4 Undergmnd Natural Gasline Mechanic (2" or Less) 07/01/2006 Journeyman U.G.Mech. SUPPLEMENTAL BENEFITS Per Hour: $ 31.81 Utility Distribution & Transmission Line Construction 07/01/2006- 04/01/2007 03/31/2006 II Classifications 24% of Wage 24% of Wage Rate, Plus Rate, Plus $ 6.12 $ 6.40 Underground Natural Gas Mechanic 07/01/2006 Journeyman U.G.Mech. 12% of Wage Rate, Plus $ 5.96 OVERTIME PAY See (B, Q) on OVERTIME PAGE Use Codes (B,G,P) for Natural Gas Mechanic HOLIDAY Paid: See (5, 6, 8, 16, 23, 25, 26) on HOLIDAY PAGE Overtime: See (1) on HOLIDAY PAGE REGISTERED APPRENTICES 1000 hour Periods at the following Pementage of Journeyman's Wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 60% 65% 70% 75% 80% 85% 90% 4-1049 Line/Gas Elevator Constructor 0110112007 JOB DESCRIPTION Elevator Constructor DISTRICT 9 [NTIRE COUNTIES ironx, Kings, Nassau, New York, Queens, Richmond, Suffolk PARTIAL COUNTIES Rockland: Entire County except for the Township of Stony Point Westchester: Entire County except for the Townships of Bedford, Lewisboro, Cortland, Mt. Kisco, North Salem, Pound Ridge, Somers and Yorktown. Page 21 Prevailing Wage Rates for 07/01/2006 ~ 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County WAGES Per hour: 07/01/06 03/17/07 Elevator Constructor $43.90 $45.98 Elevator Constructor Modern. & Service $35.33 $36.80 SUPPLEMENTAL BENEFITS Per hour: Elevator Constructor $19.97 $21.85 Modern ./Service OVERTIME PAY Constructor. See ( C, O )on OVERTIME PAGE. $19.47 $21.33 Modern./Serv. See( B, H ) on OVERTIME PAGE. When a service contract requires two 8-hour shifts, Mon-Sat, worker assigned to each of the double shifts shall work 8 hours per day, 6 days per week for a total of 48 hours. Worker shall be paid for 52 houm at single rate. Any worker who works less than 48 hours shall have his premium prorated. HOLIDAY Paid: See (5, 6, 9, 11, 15, 16, 25) on HOLIDAY PAGE Overtime: See (5, 6, 9, 11, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES WAGES: Per Hour 07/01/06 03/17/07 One (1) year terms at the following rate Elevator Constructor 1 st Term $19.83 $20.70 2nd Term $24.19 $25.29 3rd Term $28.59 $29.89 4th Term $32.99 $34.99 Modern./Se~ice 1st Term $19.83 $20.70 2nd Term $19.43 $20.24 3rd Term $22.97 $23.92 4thTerm $26.50 $27.60 Supplemental Benefits per hour paid: One (1) year term at the following dollar amount Elevator Constructor: I st Term $15.93 $17.40 2nd Term $16.41 $17.92 3rd Term $17.20 $18.80 4th Term $18.00 $19.66 Modern/& Service: 1st Term $15.85 $16.49 2nd Term $16.14 $16.82 3rdTerm $16.88 $17.50 4th Term $17.62 $18.18 9-1 Glazier 0110112007 JOB DESCRIPTION Glazier DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester WAGES Per hour: 07/01/2006- 05/01/2007 04/30/2007 Glazier $ 41.45 Additional Page 22 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Scaffolding $ 42.45 $ 2.15 per hour worked Maintenance: Glazier $ 24.60 $ 25.35 Repair & Maintenance- All repair & maintenance work on a particular building, whenever performed, where the total cumulative contract value is under $100,000.00. SUPPLEMENTAL BENEFITS Per hour paid:Overtime rate shown in parenthisis Journeyman .... $19.90 Glazier Repair & Maintenance: OVERTIME PAY OVERTIME: $11.79 See (C*,D*O) on OVERTIME PAGE. $11.89 * Denotes if an optional 8th hour is required same will be at the regular rate of pay. If 9th hour is worked then both hours or more ( 8th and 9th or more ) will be at the double time rate of pay. ** For Repair & Maintenance see ( B,F, P) on overtime page. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 16, 25) on HOLIDAY PAGE The Following ara paid'holidays for the Repair&Maintenance Class:New Years day, Presidents day, Memorial day,Independents day, Labor day, Thanksgiving day, day after Thanksgiving, and Christmas day. REGISTERED APPRENTICES e per hour: (1) year terms at the following wage rates. lstterm... $14.21 2nd term... $ 20.75 3rdterm... $ 24.89 4th term... $ 33.17 Supplemental Benefits: (Per hour worked) 1st term .... $9.13 2nd term .... $13.62 3rd term .... $14.87 4th term .... $17.39 9-1281 (DC9 NYC) Heat & Frost Insulator 01/0112007 JOB DESCRIPTION Heat & Frost Insulator ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk 07/01/2006- 12/31/2006 Insulating Only $ 43.61 01/01/2007 $45.11 DISTRICT 9 Page 23 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County SUPPLEMENTAL BENEFITS Per Hour: Journeyman Insulating Only $ 25.62 OVERTIME PAY See (A, D, O, V) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 11, 15, 16, 25, 26) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: Apprentice Insulating Only: 1 year terms at the following percentage of Journeyman's rates. 1st 2nd 3rd 4th 40% 60% 70% 80% $ 25.62 Supplemental Benefits per hour: Apprentice Insulating Only Same % as for Wage of $ 25.62 Same % as for Wage of $ 25.62 9-12 Ironworker JOB DESCRIPTION Ironworker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Wages: (per Hour) 07/01/06 Structural.. $37.65 Riggers ..... 37.65 Machinery Movers... 37.65 Machinery Erectors. 37.65 DISTRICT 9 SUPPLEMENTAL BENEFITS Per Hour: Journeyman.. $44.88 OVERTIME PAY OVERTIME: See (B*,E**,Q,V) on OVERTIME PAGE. * Time and one-half shall be paid for all work in excess of (8) eight hours at the end of a work day to a maximum of two hours on any regular work day (the ninth (gth) and tenth (10th) hours of work) and double time shall be paid for all work thereafter. ** Time and one-half shall be paid for all work on Saturday up to eight (8) hours and double time shall be paid for all work thereafter. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 18, 19) on HOLIDAY PAGE REGISTERED APPRENTICES Page 24 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Wages per hour: Six month term at the following wage rate. 1st 2nd $19.90 20.50 Supplemental Benefits: (per hour paid). * Applies to all apprentices. 3rd 4th 5th 6th 20.50 21.10 21.10 21.10 $32.58* 9-40/361 -Str Ironworker 01/01/2007 JOB DESCRIPTION ironworker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester PARTIAL COUNTIES Rockland: Southern Section WAGES Per hour: 07/01/06 Reinfoming & Metal Lathing... $ 34.80 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 36.58 v VERTIME PAY ERTIME: See (A*,E*,Q,V) on OVERTIME PAGE. * All overtime in excess of ten (10)hours shall be paid at double wage. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 10, 11, 13, 18, 19) on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: (1) year terms at the following wage rates. 1st 2nd 3rd 4th $ 24.00 $ 27.50 $ 31.50 $ 35.50 DISTRICT 9 Supplemental Benefits per hour paid: 1st 2nd 3rd 4th 18.23 19.73 20.73 21.73 9-46Reinf Chain Link Fence Guide Rail Installation SUPPLEMENTAL BENEFITS $ 39.30 $ 40.3O 39.30 40.30 39.30 40.30 Page 25 DISTRICT 9 JOB DESCRIPTION Ironworker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per hour: 07/01/06- 01/01/07 12/31/06 Ironworker 01101/2007 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Per hour paid: Journeyman: OVERTIME PAY OVERTIME: $ 34.64 See (A*,D1,E**,Q,V) on OVERTIME PAGE. *Time and one-half shall be paid for all work in excess of seven (7) hours at the end of a work day to a maximum of two hours on any regular work day (the eighth (8th) and ninth (9th) hours of work) and double time shall be paid for all work thereafter. **Time and one-half shall be paid for all work on Saturday up to seven (7) hours and double time shall be paid for all work thereafter. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES (1/2) year terms at the following percentage of Joumeyman's wage. APPRENTICES: 1st 2nd 3rd 4th 5th 6th 60% 65% 70% 80% 85% 95% Supplemental Benefits per hour paid: 1st Term $ 28.15 $ 28.15 2nd Term 28.96 28.96 3rd Term 29.78 29.78 4th Term 31.41 31.41 5th Term 32.23 32.23 6th Term 33.86 33.86 Ironworker 01101/2007 JOB DESCRIPTION Ironworker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per hour: 01/01/06 DISTRICT 9 07/01/06 Derrickman/Rigger SUPPLEMENTAL BENEFITS Journeyman.. $46.40 $25.09 + additional $.96 $25.09 OVERTIME PAY OVERTIME See (A*,D1,E**,Q,V) on OVERTIME PAGE. *Time and one-half shall be paid for all work in excess of seven (7) hours at the end of a work day to a maximum of two hours on any regular work day (the eighth (8th) and ninth (9) hours of work) and double time shall be paid for all work thereafter. **Time and one-half shall be paid for all work on Saturday up to seven (7) hours and double time shall be paid for all work thereafter. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (6, 6, 8, 10) on HOLIDAY PAGE HOLIDAY: Paid: ........ See (1) on HOLIDAY PAGE. Overtime:....See (5*, 6*, 8**, 24***, 25**) on HOLIDAY PAGE. *No work shall be performed on this day, except in cases of emergency. Page 26 Prevailing Wage Rates for 07101/2006 - 06130/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Such work shall be done at double time rate of pay. **Double time rate of pay. ***Work stops at schedule lunch break with full day's pay. EGISTERED APPRENTICES ~r hour: (1/2) year terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 5th 6th 50% 50% 70% 80% 90% 90% Supplemental benefits per hour paid: Registered Apprentice 1st year All others 50% of journeyman's rate 75% ofjoumeyman's rate 9-197D/R Laborer 01101/2007 JOB DESCRIPTION Laborer ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per hour: GROUP A: Blasters. GROUP B: Tunnel workers * · (including Miners, Drill Runners, Iron Men, Maintenance Men, Conveyor Men, Safety Miners, Riggers, Block Layers, Cement Finishers, Rod Men, Caulkers, Powder Carriers, Miners' Helpers, Chuck Tenders, Track Men, Nippers, Brake Derail Men, Form Men, Bottom Bell, Top Bell or Signal men, Form Workers, Concrete Workers, Shaft Men, Tunnel Laborers and Caulkers' Helpers). GROUP C: Powder Watchmen, Top Laborers and Changehouse Attendants, DISTRICT 9 Wages: (per hour) 7/01/06 Laborer (Tunnel)-FREE AIR: Group A $36.89 Group B 35.34 Group C 32.73 Small Bore Micro Tunnel Machines For Repairs on Existing Water Tunnels For Repairs of Sewer & Drainage Tunnels For Repair & Maintenance of all Subway & Vehicular Tunnels SUPPLEMENTAL BENEFITS Per hour paid: GROUP A GROUP B GROUP C $ 32.78 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour. $ 31.34 per hour paid + 0.28 per hour worked + 3,00 per day + 0.16 per overtime hour. $ 28.92 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour. Page 27 80% of rates above 90% of rates above 85% of rates above 80% of rates above Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Small Bore Micro Tunnel Machines For Repairs on Existing Water Tunnels For Repairs of Sewer & Drainage Tunnels For Repair & Maintenance of all Subway & Vehicular Tunnels OVERTIME PAY OVERTIME: HOLIDAY Paid: Overtime: 80% of rates above 90% of rates above 85% of rates above 80% of rates above For Laborer (Free Air) See ( D, M, R* ) on OVERTIME PAGE. For Repair Categories See ( B, F, R* ) on OVERTIME PAGE. & Micro Tunneling * Straight time first 8 hours, double time after 8 hours. See (5, 6, 9, 11, 12, 15, 25) on HOLIDAY PAGE See (5, 6, 9, 11, 12, 15, 25) on HOLIDAY PAGE 9-147Tnl/Free Laborer - Building 01/01/2007 JOB DESCRIPTION Laborer- Building ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2006- 11/30/2006 Building Laborer Asbestos Abatment Worker (Re-Roofing see Roofer) $ 27.00 25.50 SUPPLEMENTAL BENEFITS Per Hour: Building Laborer Asbestos Worker 07/01/2006- 11/30/2006 $ 20.63 9.91 OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Regular Hours Work Terms (Not Available for Abatment Work) TERM #1 I hrto 1000hfs TERM #2 1001hm to 2000hrs TERM #3 2001hrs to 3000hrs TERM #4 3001hrs to 4000hrs Wages per hour: APPRENTICES (Not Allowed on Abatment Work) TERM #1 TERM #2 TERM #3 TERM #4 $16.20 18.90 21.60 24.30 12/01/2006 $ 27.00 27.00 12/01/2006 $ 20.63 9.91 $16.20 18.90 21.60 24.30 DISTRICT 4 Supplemental Benefits per hour: APPRENTICES Page 28 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County TERM #1 TERM #2 TERM #3 -'RM #4 $11.05 12.54 13.03 13.45 $11.05 12.54 13.03 13.45 4-66 Laborer - Heavy&Highway 01/0112007 JOB DESCRIPTION Laborer- Heavy&Highway DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Laborer (Heavy/Highway): GROUP # 1: Asphalt Rakers and Formsetters. GROUP # 2: Asphalt Shovelers, Roller Boys and Tampers. GROUP # 3: Basic Laborer, Power Tool, Trackmen, Landscape, Pipelayer, Jackhammer and Concrete, Traffic Control Personnel. WAGES PER HOUR: 07/01/2006 GROUP # 1 $ 30.38 GROUP#2 29.55 GROUP#3 27.05 SUPPLEMENTAL BENEFITS 07/01~006 ALL GROUPS $ 20.19 After Forty (40)paid Hours in a work Week 12.17 OVERTIME PAY See (B, E2, F) on OVERTIME PAGE NOTE: Premium Pay of 25% of wage for all Straight time hours on aU New York State D.O.T. and other Goverment Mandated Off-Shift Work NOTE: Hazardous Material Work add an Additional 10% of Hourly Rate HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (1) on HOLIDAY PAGE REGISTERED APPRENTICES One (1) Year Terms at the following Pecentage of the Journeyman's Wage 1st 2nd 80% 90% Supplemental Benefits per hour: APPRENTICES ffer Forty (40)paid ours in a work Week $ 20.19 12,17 4-1298 Laborer - Tunnel 01/01/2007 JOB DESCRIPTION Laborer- Tunnel Page DISTRICT Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES GROUP 2: Tunnel Workers* * (including Miners, Drill Runnem,lron Men, Maintenance Men, Inside Muck Lock Tender, Pumpmen, Electricians, Cement Finishers, Rod Men, Caulkers, Carpenters, Hydraulic Men, Shield Drivers, Monorail Operators, Motor Men, Conveyor Men, Safety Miners, Powder Carders, Pan Men, Riggers, Miner's Helpers, Chuck Tenders, Track Men, Nippers, Brake Men, Form Workers, Concrete Workers, Tunnel Laborers, Caulker's Helpers), Hose Men, Grout Men, Gravel Men, Derail Men and Cable Men. GROUP 3: Top Nipper GROUP 4: Outside Man Lock Tender, Outside Muck Lock Tender, Shaft Men,Gauge Tender and Signal Men. GROUP 5: Powder Watchmen, Top Laborers and Changehouse Attendants. WAGES: (per hour) 7/01/2006 Laborer(Compressed Air): GROUP 1 $38.59 GROUP 2 37.26 GROUP 3 36.59 GROUP 4 35.95 GROUP 5 31.09 SUPPLEMENTAL BENEFITS SUPPLEMENTAL BENEFITS: GROUP 1 $34.34 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour GROUP 2 $33.20 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour GROUP 3 $32.57 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour GROUP 4 $31.98 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour GROUP 5 $30.54 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour OVERTIME PAY See (D, M, *R) on OVERTIME PAGE NOTE: Time and one-half to be paid for all overtime repair-maintenance work on existing equipment and facilities. * Straight time first 8 hours, double time after 8 hours. HOLIDAY Paid: See (5, 6, 9, 11, 12, 15, 25) on HOLIDAY PAGE Overtime: See (5, 6, 9, 11, 12, 15, 25) on HOLIDAY PAGE 9-147Tnl/Comp Air Mason 01/01/2007 JOB DESCRIPTION Mason ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour 07/01/2006 Bricklayer $ 41.25 Page 30 DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County SUPPLEMENTAL BENEFITS Per Hour 07/01/2006 $ 21.76 OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 26) on HOLIDAY PAGE REGISTERED APPRENTICES wges: (per hour paid): (750 Houm) Term at the following Percentage of Journeyman's Wage* (500 hours) term at the following pementage of jpurneyman's wage** 1st* 2nd* 3rd* 4th* 5th** 50% 60% 70% 80% 90% Supplemental Benefits: (per hour) Apprentices: All aprrentices $10.40 6th** 95% 9-1Brk Mason - Buildinfl 01101/2007 JOB DESCRIPTION Mason - Building ENTIRE COUNTIES onx, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, AGES 07/01/2006 Building: Tile Finisher $ 34.00 SUPPLEMENTAL BENEFITS Journeyman.. $16.85 OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 10, 11, 15, 16) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (per hour paid) ( 750 hour ) terms at the following percentages of journeyman's wage. DISTRICT 9 Rockland, Suffolk, Westchester 1st 2nd 3rd 4th 5th 6th 7th 8th 50% 55% 65% 70% 75% 85% 90% 95% Supplemental Benefits: (per hour paid) (750) hour terms at the following dollar amount: 7.50+ term wage % of $ 9.35 Apprentices. 9-7~8~ Mason - Buildin.q 01/01/2007 JOB DESCRIPTION Mason - Building DISTRICT 9 Page 31 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES 7/01/2006 Building Marble/Sawyer, Rubber & Polisher $ 36.58 Marble Restoration Finishem 18.66 SUPPLEMENTAL BENEFITS Journeyman: Polisher $14.63 Finisher 5.95 OVERTIME PAY See (A, E, Q, V) on OVERTIME PAGE HOLIDAY Paid: See (*5, 6, 11, 15) on HOLIDAY PAGE Overtime: See (5, 6, 11, 15) on HOLIDAY PAGE * Journeymen receive 1/2 days pay for Labor Day. Cleaner, Maintenance and 1 ST three terms of Apprentices see ( 5, 6, 11, 15 )on HOLIDAY PAGE. All others See ( 1 ) on HOLIDAY PAGE. REGISTERED APPRENTICES Wages: (per hour worked). ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st 2nd 3rd 4th 5th 6th 7th 8th 50% 55% 60% 65% 70% 80% 90% 95% Supplemental Benefits: (per hour worked) (750) hours term at the following dollar amount: Apprentices: term wage % of $ 8.20 + $ 6.78 9-7/24 Mason - Building 01/01/2007 JOB DESCRIPTION Mason - Building DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES 07/01/2006 Building: Tile Setters $ 42.27 SUPPLEMENTAL BENEFITS Journeyman: $19.28 OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 10, 11, 15, 16) on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: (750 hr)terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 5th 6th 50% 55% 65% 75% 85% 95% Supplemental Benefits per hour paid: Apprentice: $ 9.93+ term wage % of 9.35 9-7/52 Page 32 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Mason - Building 01101/2007 (~B DESCRIPTION Mason - Building TIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Building: 07/01/06 Mosaic & Terrazzo Worker $41.68 Mosaic & Terrazzo Finisher $40.37 SUPPLEMENTAL BENEFITS Journeyman: $18.55 DISTRICT 9 OVERTIME PAY See (A, E, Q, *V) on OVERTIME PAGE * ADD $8.05 per hour to supplements on time & one-half overtime hours. ADD $10.05 per hour to supplements on double-time overtime hours. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: (750 Hour) terms at the following pementage of the journeymans wage, 1st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 80% 95% Supplemental benefits per hour paid: (750 hour) terms at the following percentage of Journeyman's benefit. st 2nd 3rd 4th 5th 6th 55% 65% 70% 80% 95% 9-7/3 Mason - Building / Heavy&HiRhway JOB DESCRIPTION Mason - Building / Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES 07/01/2006 Stone Setter $ 42.58 SUPPLEMENTAL BENEFITS (per hour paid) 07/01/2006 Stone Setter $25.43 Stone Tender 10.95 1st year apprentice 15.06 DISTRICT 9 OVERTIME PAY See (*C, **E, Q) on OVERTIME PAGE * On weekdays the eighth (8th) and ninth (9th) hours are time and one-half all work thereafter is paid at double the hourly rate. ** The first seven (7) hours on Saturday is paid at time and one-half all work thereafter is paid at double the hourly rate. HOLIDAY Paid: See (8, 25) on HOLIDAY PAGE ivertime: See (5, 6) on HOLIDAY PAGE EGISTERED APPRENTICES Wages: (per hour paid): ( 750 nour) terms at the following percentage of journeyman's wag~ Page 33 01/01/2007 Prevailing Wage Rates for 07/01/2006 - 06/30~2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Apprentices: 1st 2nd 3rd 4th 5th 6th 07/01/2006 50% 60% 70% 80% 90% 100% Mason - Building / Heavy&Highway 01/01/2007 JOB DESCRIPTION Mason - Building / Heavy&Highway DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Shall include but not limited to: fired clay bdck pavers, pre-cast con-crete slabs (london walks), pressed concrete pavers, cobble stone, all types of flagging, asphalt concrete pavers- asphaltic cement sand and stone aggregate, unit safety surface. WAGES: (per hour) 07/01/2006 Journeyman $24.12 SUPPLEMENTAL BENEFITS Journeyman $10.76 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: 07/01/2006 (per hour paid) One year(l) Apprenticeship $ 20.27 Supplemental Benefits: Apprentice: $ 6.08 9-1 Paver Mason - Buildin.q / Heavy&Highway JOB DESCRIPTION Mason - Building / Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Wages: 07/01/2006 Marble-Riggers, Crane & Derrickman $39.23 SUPPLEMENTAL BENEFITS Journeyman... $18.82 OVERTIME PAY See (C, O, V) on OVERTIME PAGE HOLIDAY Paid: See (*2) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 15, 25) on HOLIDAY PAGE * 1/2 Day for Labor Day. REGISTERED APPRENTICES Wages: (per hour paid): DISTRICT 9 ( 1/2 ) year terms atthe following percentage of Journeyman's wage. 1st 2nd 3rd 07/01/2006 50% 55% 65% 4th 5th 6th 75% 85% 95% Supplemental Benefits: (per hour paid) 07/01/2206 $ 8.65 + Term wage % of $10.17 Page 34 0110112007 Prevailing Wage Rates for 07/01/2006 - 06~30~2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County _ Mason - Heavy&Highway ~OB DESCRIPTION Mason - Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: Pointer, Cleaner,& Caulker (Mason) SUPPLEMENTAL BENEFITS Journeyman OVERTIME PAY See (B, E2, H) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Over[ime: See (5, 6) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (per hour paid): ( 1 ) year terms at the following wage rates. 1st 07/01/2006 $16.80 Supplemental Benefits: eTper hour paid) prentices: 1st /01/2006 $2.50 07/01/2006 $ 34.73 $17.94 3rd 25.75 DISTRICT 9 4th 31.30 2nd 19.69 3rd $8.60 4th $8.60 9-7/20-MR 01/01/2007 Mason - Heavy&Highway 0110112007 JOB DESCRIPTION Mason- Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES 07/01/06 Cement Mason $41.25 SUPPLEMENTAL BENEFITS Journeyman: $23.15 OVERTIME PAY See (C, O, V) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 13, 25) on HOLIDAY PAGE REGISTERED APPRENTICES ( 1 ) year terms at the following wage rates. 1st Term $20.62 2nd Term 24.75 3rd Term 28.87 Oupplement Benefits hour paid: per pprentices: I st term $14.94 2nd term 16.59 3rd term 18.25 DISTRICT 9 2nd $6.6O Page 35 9-1PCC Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 0'l 2007 PRC Number 2007000596 Suffolk County 9-780 ~ineer - Buildin~ 01/01/2007 JOB DESCRIPTION Operating Engineer- Building ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES DISTRICT 9 Survey Rates-Building: 07/01/2006 Party Chief $44.74 Instrument Man 33.63 Rodman 29.67 SUPPLEMENTAL BENEFITS (per hour paid): Journeyman: $20.30 OVERTIME PAY See (A, *E, Q, V) on OVERTIME PAGE * Doubletime paid on the 8th hour on Saturday. HOLIDAY Paid: See (5, 6, 8, 11, 12, 15, 25) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 12, 25) on HOLIDAY PAGE 9-15Db Operating Engineer - Buildinq 01/01/2007 JOB DESCRIPTION Operating Engineer- Building ENTIRE COUNTIES Nassau, Suffoik WAGES BUILDING CATEGORIES: DISTRICT 4 CLASS "AA "CRANES: Crane, Truck Crane, Derrick, Dragline, Dredge, Crawler Crane, Tower Crane & Pile Driver. CLASS "A": Asphalt Spreader, Backhoe Crawler, Boiler, Bodng Machine, Cherry Picker (over 50 tons), Concrete Pump, Gredall, Grader, Hoist,Loading Machine (10 yds. or more), Milling Machine, Power Winch - Stone Setting/Structural Steel & Truck Mounted, Powerhouse, Road Paver, Scoop-Carryall-Scraper in Tandem, Shovel, Sideboorn Tractor, Stone Spreader (self-propelled), Tank Work, Tower Crane Engineer. CLASS "B": Backhoe, Boom Truck, Bulldozer, Boring Machine/Auger, Cherry Picker (under 50 Tons), Conveyor-Multi, Dinkey Locomotive, Fork Liff, Hoist (2 Drum), Loading Machine & Front Loader, Mulch Machine (Machine Fed), Power Winches (Not Included in Class "A"), Asphalt Roller, Hydraulic Pump with Boring Machine, Scoop, Carryall, Scaper, Maintenance Man on Tower Crane, Trenching Machine, Vermeer Cutter, Work Boat. CLASS "C": Curb Machine, Maintenance Engineer (Small Equip. & Well Point), Field Mechanic, Milling Machine (Small), Pulvi Mixer, Pumps (all), Roller (dirt), Ridge Cutter, Vac-AII, Shotblaster, Striping Machine, Interior Hoist, Concrete Finish Machine, ConcreteSpraader, Conveyer, Curing Machine, Hoist (one drum). CLASS "D": Concrete Breaker, Concrete Saw/Cutter, Fork Life or Walk Behind (power operated), Generator, Hydra Hammer, Compactors (mechanical or hand operated), Pin Puller, Portable Heaters, Power Booms, Power Buggies, Pump (double action diaphragm). CLASS "E": Batching Plant, Generator, Grinder, Mixer, Mulching Machine, Oiler, Pump (gypsum), Pump (single action diaphragm), Stump Chipper, Track Tamper, Tractor (caterpiller or wheel), Vibrator, Deckhand on Workboat. 07/01/2006 Class "AA" $ 48.52 Cranes: Boom length overl00feet add $1.00 perhour "150 .... $1.50 .... Page 36 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County " 250 " " $2.00 " " "350" "$3.00 .... ass "A" L50 for Hazardous Waste Work Class "B" *Add $2,50 for Hazardous Waste Work Class "C" *Add $1.50 for Hazardous Waste Work Class "D" Class "E" SUPPLEMENTAL BENEFITS ALL CLASSES Nme:OVERTIME AMOUNT $ 42.75* $ 40.54* $ 39.07* $ 36.11 $ 34.62 $ 26.04 21.85 3rd Term Supplemental Benefits per hour: APPRENTICES Note: OVERTIME AMOUNT $ 20.84 21.67 22.33 $15.89 5.85 4-138 Operat ng En.q neer- Bu din.q I Heavy&Highway JOB DESCRIPTION Operating Engineer- Building / Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2006 Well Driller $ 28.22 Well Driller Helper 24,87 Hazardous Waste Differential Added to Hourly Wage: Level A $ 3.00 Level B 2.00 p eVel C 1.00 UPPLEMENTAL BENEFITS er Hour: Well Driller Well Drller Helper 01/0112007 DISTRICT 4 $10% of straight time rate plus $9.55 Page 37 holiday to receive holiday pay. REGISTERED APPRENTICES One(l) Year Terms at the following Rate: OVERTIME PAY See (D, O) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE Overtime: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE "NOTE": Employee must be employed day before and day after a Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County (NOTE) Additional $2.25 for Premium Time OVERTIME PAY See (B, E, G, P) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 16, 23) on HOLIDAY PAGE Overtime: See (5, 6, 16, 23) on HOLIDAY PAGE 4-138well Operatin¢l Enqineer - Heavy&Hi.qhway 01101/2007 JOB DESCRIPTION Operating Engineer- Heavy&Highway ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk, Westchester WAGES 07/01/2006 Survey Rates-Heavy/Highway: Party Chief $46.14 Instrument Man 33.61 Rodman 29.06 SUPPLEMENTAL BENEFITS (per hour paid) Journeyman $19.45 (+ $.85 sup dues) DISTRICT 9 OVERTIME PAY See (B, *E, Q, V) on OVERTIME PAGE * Doubletime paid on the 9th hour on Saturday. HOLIDAY Paid: See (5, 6, 7, 11, 12) on HOLIDAY PAGE Overtime: See (5, 6, 7, 11, 12) on HOLIDAY PAGE 9-15Dh OI)eratin~3 Engineer - Heavy&Highway 01/01/2007 ,JOB DESCRIPTION Operating Engineer- Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES HEAVY/HIGHWAY CATEGORIES: DISTRICT 4 CLASS "AA" CRANES: Crane, Truck Crane, Derrick, Dragline, Dredge, Crawler Crane, Tower Crane, Pile Driver. CLASS "A": Asphalt Spreader, Backhoe Crawler, Boiler Cherrypicker (over 50 tons), Concrete Pump, Grader, Gradall, Hoist Loading Machine 10 yds. or more), Milling Machine, Power Winch-Stone Setting/Structural Steel or Truck Mounted, Powerhouse, Road Paver, Scoop-CarryalI-Scaper in Tandem, Shovel, Sideboom Tractor, Stone Spreader (self prepel~ed), Tank Work, Track Alignment Machine. CLASS "B": Backhoe, Boom Track, Bulldozer, Boring Machine/Auger, Cherry Picker (under 50 tons), Conveyor-Multi, Dinky Locomotive, Fork Lift, Hoist (2 drum), Loading Machine & Front Loader, Mulch Machine (machine fed), Power Winches (all others not included in CLASS A), Asphalt Roller, Hydraulic Pump with Bodng Machine, Scoop, Carryall, Scaper, Maintenance Man on Tower Crane, Trenching Machine, Vermeer Cutter, Work Boat. CLASS "C": Curb Machine, Maintenance Engineer (Small Equip. & Well Point), Field Mechanic, Milling Machine (Small), Pulvi-Mixer, Pumps, Roller (Dirt), Vac-AII, Welding/Burning, Compressor (Structural Steel & 2 or more Batteries), Concrete Finish Machine, Concrete Spreader, Conveyor, Curing Machine, Fireman, Hoist (One Drum), Ridge Cutter, Striping Machine, Welding Machine (Structural Steel & Pile Work). CLASS "D": Compressor (Pile,Crane,Stone Setting), Concrete Saw Cutter/Breaker, Work Lift (Walk Behind,Power Operated), Generator (Pile Work),Hydra Hammer, Hand Operated Compactor, Pin Puller, Pottable Heater, Powered Broom/Buggy/Grinder, Pump (Single Action-1 to 3 inches/Gypsum/Double Action Diaphragm), Hand Trenching Machine, Welding Machine. Page 38 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Depar[ment of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County CLASS "E": Batching Plant, Generator, Grinder, Mixer, Mulching Machine, Oiler, Pump (Centrifugal up to 3 In.), Root Cutter, Stump Chipper, OiLer on Tower Crane, Track Tamper, Tractor, Vibrator, Deckhand on Work Boat. 07/01/2006 Class "AA" Cranes: Boom Length over 100 feet add $1.00 per hour "150 .... $1.50"" "250 .... $2.00"" "350" "$3.00 .... $ 49.71 Class "A" *Add $3.50 for Hazardous Waste Work, $ 43.93* Class "B" *Add $2.50 for Hazardous Waste Work. $ 40.99* Class "C" *Add $1,50 for Hazardous Waste Work $ 39,51' Class "D" $ 36.55 Class "E" $ 35,08 "NOTE": PREMIUM PAY of 25% on straight time hours for NEW YORK STATE- D.O.T. and other GOVERNMENTAL MANDATED off-shift work. SUPPLEMENTAL BENEFITS ALL CLASSES $ 26.04 Note: OVERTIME AMOUNT 21.85 HeVERTIME PAY e (D, O) on OVERTIME PAGE OLIDAY Paid: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE Overtime: See (5, 6, 8, 9, 15) on HOLIDAY PAGE "NOTE": Employee must be employed day before and day after a holiday to receive holiday pay. REGISTERED APPRENTICES One(l) Year Terms at the following Rate: 1st Term $ 20.84 2nd Term 21.67 3rd Term 22.33 APPRENTICES $15.89 Note: OVERTIME AMOUNT 5.85 4-138 Operat ng En.q neer - Marine Construction 01/01/2007 JOB DESCRIPTION Operating Engineer - Marine Construction DISTRICT 4 ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattareugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery Nassau New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schohar e, Schuy er, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates 1 eAGES r Hour: PPER,CLAMSHELL DREDGES 07/01/2006 CLASS A Operator $ 29.62 Page 3~ Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County CLASS B Operator II $ 24.59 Engineer 26.02 Beat Master 24.79 CLASS C Maintance Engineer $ 25.15 Mate 23.54 Drag Barge Operator 23.54 Welder 24.77 Boat Captain 23.70 Chief of Party 23.54 CLASS D Oiler $ 20.34 Scowman 19.43 Rodman 19.43 Deckhand 19.48 HYDRAULIC DREDGES 07/01/2006 CLASS A Leverman $ 29.62 CLASS B Leverman II $ 24.59 Engineer 25.47 Derrick Operator 25.72 Chief Mate 25.37 Chief Welder 26.03 Electrician 24.98 Fill Placer 25.37 Boat Master 24.78 CLASS C Maintenance Engineer $ 25.14 Mate 23.54 Drag Barge Operator 23.54 Welder (Dredge) 24.76 Spider Barge Operator 24.56 Boat Captain 23.70 Chief of Party 23.54 CLASS D Oiler $19.94 Shoreman 19.45 Rodman 19.45 Deckhand 19.88 SUPPLEMENTAL BENEFITS Per Hour: THE FOLLOWING SUPPLEMENTAL BENEFITS APPLY TO ALL CATEGORIES 07/01/2006 All Classes A & B $ 7.90 plus 7% of Wage (overtime hours add) $1.25 All Class C $ 7.30 plus 7% of Wage (overtime hours add) $ 0.95 All Class D $ 6.70 plus Page 40 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County 7% of Wage (overtime hours add) $ 0.65 t~FF~VERTIME PAY e (B, F, R) on OVERTIME PAGE MDAY Paid: See (5, 6, 8, 15, 26) on HOLIDAY PAGE Overtime: See (5, 6, 8, 15, 26) on HOLIDAY PAGE 4-25a-MarConst Operating Engineer - Trenchless Pipe Rehab 01/01/2007 JOB DESCRIPTION Operating Engineer - Trenchless Pipe Rehab DISTRICT 4 ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES Per Hour: 07/01/2006 DSET/DSSET Operator $ 30.00 Robotic Unit Operator 30.00 DDCC Injection Operator 30.00 Technician/Equipment Operator 25.50 AM Liner/Hydra Seal Installer 25.50 obas Pipe, Polyethyene Pipe or ; Liner Inst. 25.50 SUPPLEMENTAL BENEFITS Per Hour Worked All Classifacations $11.34 OVERTIME PAY See (B, H) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE REGISTERED APPRENTICES At One Year Terms (Per Hour) First Year $16.00 Second Year 16.75 Thi~Year 17.25 Fou~h Year 18.00 Supplemental Benifit (Per Hour Worked) All Terms $11.34 4-138TrchPReh ainter 01/01/2007 JOB DESCRIPTION Painter ENTIRE COUNTIES Nassau, Suffoll, Page 41 DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County WAGES Per hour: Drywall Taper SUPPLEMENTAL BENEFITS Per hour worked: 07/01/2006- 04./30/2007 $ 33.50 05/01/2007 $ 34.50 Journeyman $18.90 $19.94 OVERTIME PAY See (A, H) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (4, 5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages(per Hour) 1st Year $12.70 2nd Year 16.50 3rd Year 19.80 4th Year 26.40 Suppemental Benefits: (per Hour) 1st year $ 8.63 2nd Year 10.74 3rd year 13.21 4th year 17.68 $13.25 17.25 20.70 27.60 $ 9.64 11.89 14.47 19.17 9-NYDCT9-DWT Painter JOB DESCRIPTION Painter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk, Westchester WAGES (Per hour) 07/01/2006- 04/30/2007 05~1~007 Paperhanger $ 23.15 $ 23.15 All others 18.85 20.94 OVERTIME PAY See (A, H) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Indentured after 5/31/93 ( 1 ) year terms at the following wage rate. (per hour) Appr 1st term... $12.70 $12.70 Appr 2nd term... 16.75 17.25 Appr 3rd term... 20.10 20.70 Appr 4th term... 26.80 27.60 Page 42 DISTRICT 9 Brush $ 33.50 $ 34.50 Spray & Scaffold 36.50 37.50 Fire Escape 36.50 37.50 Decorator 36.50 37.50 PaperhangerNVall Coverer 35..33 36.33 SUPPLEMENTAL BENEFITS ( per hour worked ) 07/01/2005 05/01/2006 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Spplemental benefis: ep er Hour worked) ppr 1st term... 8.63 9.64 ppr 2nd term... 10.74 11.89 Appr 3rd term... 13.21 14.47 App r 4th term... 17.68 19.71 9-NYDC9-B/S Painter - Building / Heavy&Hi,qhway 0tl01/2007 JOB DESCRIPTION Painter- Building / Heavy&Highway DISTRICT 9 ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Ede, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontado, Orange, Orleans, Oswego, Otsogo, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES 07/01/2006 Metal Polisher $ 21.98 All workers shall be paid a premium in an amount equal to twenty ( 20% ) percent of their basic straight time rate of pay for all time worked on hanging scaffolds and on standing scaffolds while working more than 28 feet off the ground, such premium to be paid on top of their straight time or over[ime, whichever is applicable. SUPPLEMENTAL BENEFITS (% of Tota~ Wages) Journeymen & Apprentice - 55% of Wages e VERTIME PAY e (B, E, Q) on OVERTIME PAGE HOLIDAY Pa[d: See (5, 6, 9, 11, 15, 16, 25) on HOLIDAY PAGE Overtime: See (5, 6, 9, 11, 15, 16, 25)on HOLIDAY PAGE REGISTERED APPRENTICES 55% of Basic Polisher Rate (*) 9-8N28A-MP Painter - Heavy&Highway 01/0112007 JOB DESCRIPTION Painter- Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2006- 09/30/2006 10/01/2006 DISTRICT 4 Structural Steel $ 42.50 $ 43.00 Bridge Painting 42.50 43.00 Power Tool/Compressor 48.50 49.00 "NOTE" Bridge Painting Contracts, ALL WORKERS on and off the bridge(including flagmen) are to be paid Painting Rate. The Contract must be ONLY for Bridge Painting. SUPPLEMENTAL BENEFITS Per Hour: OVERTIME PAY See (A, O) on OVERTIME PAGE HOLIDAY $ 26,23 $ 26.47 Page 43 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour: One(l) Year Terms at the following Pementage of the Journeyman(s) Wage: 1st Term 40% 2nd Term 60% 3rd Term 80% Supplemental Benefits per hour: Apprentice(s) 1st Term $ 21.23 $ 21.47 2nd Term 26.23 26.47 3rd Term 26.23 26.47 4-DC9/NS-BrSS Painter - Heavy&Highway 01~1~007 JOB DESCRIPTION Painter- Heavy&Highway DISTRICT 9 ENTIRE COUNTIES Albany, Bronx, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, Kings, Montgomery, Nassau, New York, Orange, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Suffolk, Sullivan, Ulster, Warren, Washington, Westchester WAGES Painter (Striping-Highway): 07/01/2006 Striping-Machine Operator Linerman Thermoplastic SUPPLEMENTAL BENEFITS (per hour paid) $ 23.64 28.49 07/01/2006 Journeyman.. $ 7.14 + 7% of wage OVERTIME PAY See (B, E, P, S) on OVERTIME PAGE HOLIDAY Paid: See (5, 8, 11, 12, 15, 16, 17, 20)on HOLIDAY PAGE Overtime: See (5, 8, 11, 12, 15, 16, 17, 20, 21, 22) on HOLIDAY PAGE 9-8a/28a (230)-HWSt Plasterer 01/01/2007 JOB DESCRIPTION Plasterer ENTIRE COUNTIES Kings, Nassau, Queens, Suffolk PARTIAL COUNTIES New York: Includes work in all Islands in New York City, except Manhattan. WAGES (per hour) DISTRICT 9 02/01/2006 07/01/2006 02/01/2007 Building: Plasterer/Traditional $ 34.03 Additional Additional $1.50' $1.50' * Note: May be distributed between wages and benefits. SUPPLEMENTAL BENEFITS Page 44 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County ( per hour worked ) Journeyman ..... eVERTIME PAY e (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 13, 25, 26) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (per hour) ( 1 ) year terms at the following % journeyman's wage rate. First year: 1st 6 months 2nd 6 months 40% 45% Second year: 1st 6 months 2nd 6 months 55% 60% Third year: 1st 6 months 2nd 6 months 70% 75% Supplemental Benefits: (per hour paid): (1) year term broken down into six month pedods: 1 st year: $ 20.30 9-530-Z1 Plumber 0110112807 JOB DESCRIPTION Plumber ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Journeyman/ PUMP & TANK $ 38.44 SUPPLEMENTAL BENEFITS Per Hour: Journeyman $18.32 $18.57 07/01/2006- 06/01/2007 05/31/2007 $ 40.18 DISTRICT 4 OVERTIME PAY See (B, N, V) on OVERTIME PAGE (V) Sunday & Holidays Only HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 16, 25) on HOLIDAY PAGE EGISTERED APPRENTICES ne(l) Year Terms at the Following Wage Per Hour: 07/01/2006- 06/01/2007 05/31/2007 Page 45 1st six months $8.37 2nd six months 9.35 3rd six months 11.35 4th six months 12.33 six months 14.33 six months 15.33 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County 1st Term $ 9.31 $ 9.66 2nd Term 14.00 14.54 3rdTerm 19.29 19.93 4thTerm 24.72 25.57 Supplemental Benefits per hour: lstTerm $ 7.67 $ 8.89 2ndTerm 8.64 14.43 3~ Term 9.04 19.82 4th Term 9.29 25.46 4-200 Pump & Tank Plumber 0110112007 07/01/2006 JOB DESCRIPTION Plumber ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Journeyman MAINTENANCE ONLY $ 24.25 (NOTE) Maintenance: Correction of problem(s)with the existing fixture or group of fixtures, preventive repairs or servicing of said fixtures. SUPPLEMENTAL BENEFITS Per Hour Journeyman $ 7.65 OVERTIME PAY See (B, J) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms, Wages Per Hour as Follows: 07101/2006 1st Term $12.34 2nd Term 13.29 3rdTerm 14.28 4th Term 15.31 5thTerm 16.38 Supplemental Benefits per hour: DISTRICT 4 1st Term $ 6.20 2nd Term 6.20 3rd Term 6.20 4thTerm 6.20 5th Term 6.20 4-200 Maintance 07/01/2006- 11/01/2006- 05/01/2007 Page 46 DISTRICT 4 JOB DESCRIPTION Plumber ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Plumber 01/01/2007 Prevailing Wage Rates for 07/01/2006 - 06/3012007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Per Hour: 10/31/2006 $ 42.85 04/30/2007 $ 43.75 $ 44.90 Joumyman $ 22.72 $ 23.32 $ 23.42 OVERTIME PAY See (A, O, V) on OVERTIME PAGE CODE "V" is only for SUNDAYS and HOLIDAYS WORKED HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms, Wages Per Hour as follows: 07/01/2006- 11/01/2006- 05/01/2007 10/31/2006 04/30/2007 1st Term $17.14 $13.12 $13.47 2nd Term 21.43 21.86 17.96 3rd Term 27.85 28.44 29.19 4th Term 30.00 30.63 31.22 5th Term 32.14 32.81 33.66 Supplemental Benefits per hour: 1st Term 4th Term 6th Term $12.49 $11.89 $11.99 14.32 14.92 13.82 15.13 15.73 15.83 16.13 16.73 16.83 17.64 17.58 17.68 4-200 Roofer 0110112007 JOB DESCRIPTION Roofer ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: RooferNVaterproofer SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006- 10/01/2006 09/30/2006 $ 33.25 $ 35.50 Journeyman $ 22.62 $ 22.62 DISTRICT 4 OVERTIME PAY Per Hour: NEW ROOF SEE (B,E,Q) RE-ROOF SEE (B,E,E2,Q) See (1) on HOLIDAY PAGE See (5, 6, 13, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES (1) Year terms at the following pecentage of Journeyman's Wage 1st 2nd 3rd 4th 40% 50% 70% 80% Page Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Supplemental Benefits per hour: 1st Term $ 2.00 2nd Term 6.00 3rd Term 12.35 4th Term 17.31 Sheetrnetal Worker 0110112007 JOB DESCRIPTION Sheetmetal Worker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2006 Sheetmetal Worker $ 40.99 For Temporary Operation or Maintenance of Fans is 80% of Above Wage Rate SUPPLEMENTAL BENEFITS Per Hour: Journeyman $ 33.01 OVERTIME PAY See (A, O) on OVERTIME PAGE For Fan Maintenance See Codes B & O HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 11, 15, 16, 25, 26) on HOLIDAY PAGE REGISTERED APPRENTICES Wages Per Hour: (1/2) Year Terms at the following Pement of Journeyman(s) Wage 1st 2nd 3rd 4th 5th 6th 30% 35% 40% 45% 50% 55% 7th 60% DISTRICT 4 8th 70% Supplemental Benefits per hour: 1st Term $12.70 2nd Term 14.33 3rd Term 15.82 4th Term 17.38 5th Term 18.92 6th Term 20.33 7th Term 22.20 8th Term 25.85 4-28 Sheetmetal Worker 01/01/2007 JOB DESCRIPTION Sheetmetal Worker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per Hour: 07/01/06 Sign Erector* $ 36.20 *NOTE: Overhead Highway Signs and Structurally Supported Signs (See IRON WORKER CLASS) Page 45 DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County SUPPLEMENTAL BENEFITS Per Hour: 07/01/06 $ 25.48 OVERTIME PAY See (A, F, S) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 11, 12, 16, 25) on HOLIDAY PAGE Over~ime: See (5, 6, 10, 11, 12, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: 07/01/2006 Half (1/2) year terms at the following rate(s): 1st 2nd 3rd 4th 5th $12.67 $14.48 $16.29 $18.10 $19.91 6th 7th 8th 9th lOth $21.72 $23.53 $25.34 $27.15 $28.96 Supplemental Benefits per hour paid: Half (1/2) year terms at the following dollar amount 1st 2nd 3rd 4th 5th $8.28 $9.21 $10.16 $11.09 $12.18 6th 7th 8th 9th 10th $12.97 $14.07 $14.86 $15.95 $16.74 9-137-SE l~_prinkler Fitter - Refrigeration 01/01/2007 JOB DESCRIPTION Sprinkler Fitter- Refrigeration ENTIRE COUNTIES Bronx, Nassau, New York, Queens, Suffolk WAGES Per hour: 07/01/2006 DISTRICT 9 Steamfitter $ 29.30 Refrigeration, NC, Oil Burner and Stoker Service and Installations, limited on Refrigeration to combined compressom up to five (5) horsepower, and on NC Heating and Air Cooling to combined compressors up to ten (10) horsepower. SUPPLEMENTAL BENEFITS Per hour worked: Journeyman $ 7.71 OVERTIME PAY See (B, E, *Q, **S) on OVERTIME PAGE * Overtime Code Q applies to Holiday Codes 2, 6, 9, 15, and 17. ** Overtime Code S applies to Holiday codes 10, 11, 26, and Memorial Day. HOLIDAY Paid: See (2, 6, 9, 10, 11, 15, 17, 26) on HOLIDAY PAGE Overtime: See (2, 6, 9, 10, 11, 15, 17, 26) on HOLIDAY PAGE Memorial Day a Paid Holiday with Overtime as per Overtime Code S 9-638B Steamfitter 01/01/2007 DESCRIPTION Steamfitter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES 07/01/2006- Page 49 DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Steam Fitter* Sprinkler Fitter* For Work on Temporary Heat** & Air Conditioning SUPPLEMENTAL BENEFITS (per hour paid) Journeyman 12/26/2006 $ 43.67 43.67 33.18' $ 34.60 Journeyman: (For Work on Temporary Heat & Air conditioning). OVERTIME PAY See (*C, **D, O, V) on OVERTIME PAGE $ 27.40 HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 11, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour worked: ( 1 ) year terms at the following pementage of Joumeyman's wage. Apprentices: 1st 2nd 3rd 40% 50% 65% Suppelmental Benefits: (1) year term at the fotlowing dollar amounts: 4th 5th 80% 85% Apprentices: 1st 2nd 3rd 4th 5th 07/01/2006 $14.00 $17.35 $22.37 $ 27.37 $ 29.06 9-638A-StmSpFtr Steamfitter 01/0~112007 JOB DESCRIPTION Steamfitter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES 07/01/2006- 12/31/2006 DISTRICT 9 Steamfitter ............... $ 30.45 Refrigeration, NC, Oil Burner and Stoker Service and Installations, limited on Refrigeration to combined compressors up to five (5) horsepower, and on NC Heating and Air Cooling to combined compressors up to ten (10) horsepower. SUPPLEMENTAL BENEFITS Journeyman ...... $ 7.71 OVERTIME PAY OVERTIME:....See ( B, E, Q*, S** ) on OVERTIME PAGE. HOLIDAY HOLIDAY: Page 50 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Paid: ........ See ( 2, 6, 9, 10, 11, 15, 17, 26,Memorial Day) on HOLIDAY PAGE. Over[ime:.... *(2,6,9, 15, 17) ** ( 10, 11, 26, Memorial Day ) 9-638B-StmFtrRef Survey Crew Consulting 01/01/2007 DISTRICT 9 JOB DESCRIPTION Survey Crew Consulting ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk, Westchester PARTIAL COUNTIES Dutchess: Only the portion south of the north city line in Poughkeepsie. WAGES Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction when performed under a Consulting Engineer agreement. WAGES: (per hour) 07/01/2006 Survey Rates: Party Chief ..... $29.82 Instrument Man.. 25.01 Rodman .......... 21.95 SUPPLEMENTAL BENEFITS (per hour paid) Journeyman ...... $11.70 OVERTIME PAY OVERTIME:.... See ( B, E*, Q, V ) ON OVERTIME PAGE. *Doubletime paid on the 9th hour on Saturday. IOLIDAY See (5, 6, 7, 11, 16) on HOLIDAY PAGE )vertime: See (5, 6, 7, 11, 16) on HOLIDAY PAGE 9-15dconsult Teamster - Building / Heavy&Highway JOB DESCRIPTION Teamster- Building / Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2006 Truck Driver, Chauffeur Loader/Operator Trailers $ 25.28 Straight Jobs 24.98 SUPPLEMENTAL BENEFITS Per Hour: All Classifications $18.80 OVERTIME PAY See (B, L, S, S1)on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 7, 8, 11, 12, 26) on HOLIDAY PAGE Employee must work Two(2) Days in Holiday Week ~Teamster - Building / Heavy&Highway DISTRICT 4 0110112007 4-282.Demo 0t/0112007 JOB DESCRIPTION Teamster- Building / Heavy&Highway ENTIRE COUNTIES Page 51 DISTRICT 4 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Suffolk County Nassau, Suffolk WAGES Per Hour: 07/05/2006 "TRUCK DRIVER" Heavy Highway $ 31.835 Building 31.835 Asphalt Delivery 31.835 Concrete Delivery 31.835 ADDITIONS Per Day: Three(3) Axle Tractors and Trailers: $10.00 Heavy Equipment and Tag-Along Trailers: $10.00 Boom Truck Drivers: $ 8.00 SUPPLEMENTAL BENEFITS Per Hour: "TRUCK DRIVER" All Classifications $ 26.10 OVERTIME PAY See (B, E, Q, R, T) on OVERTIME PAGE (NOTE) PREMIUM PAY of 25% on straight time hours for New York State D.O.T. and or other GOVERNMENTAL MANDATED off shift work. HOLIDAY Paid: See (5, 6, 11, 12, 15, 25) on HOLIDAY PAGE Overtime: See (11, 12, 15, 25) on HOLIDAY PAGE Employee must Work TVVO(2) Days in Holiday Week. 5,6,13 Paid at Triple if Worked. 4-282ns Welder 01/0112007 JOB DESCRIPTION Welder DISTRICT 1 ENTIRE COUNTIES Albany, AIlegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES Per hour Welder (To be paid the same rate of the mechanic performing the work) OVERTIME PAY HOLIDAY 1-As Per Trade Page 52 Prevailing Wage Rates for 0710112006 - 06130/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Ovedime Codes ~s an explanation of the code(s) listed in the OVERTIME section of each classification contained in the attached schedule. uirements may also be listed in the HOLIDAY section. (A) (AA) (B) (B1) (B2) (c) (Cl) (D) (D1) (El) (E3) (E2) (E4) (F (G (H (~ (J (K (L (M (N (o (P (Q (R (S (S1) (T) Time and one half of the hourly rate after 7 hours per day Time and one half of the hourly rate after 7 and one half hours per day Time and one half of the hourly rate after 8 hours per day Time and one half of the hourly rate for the 9th & 10th hours week days and the 1st 8 hours on Saturday. Double the hourly rate for all additional hours Time and one half of the hourly rate after 40 hours per week Double the hourly rate after 7 hours per day Double the hourly rate after 7 and one half hours per day Double the hourly rate after 8 hours per day Double the hourly rate after 9 hours per day Time and one half of the hourly rate on Saturday Time and one half 1st 4 hours on Saturday Double the hourly rate all additional Saturday hours Between November 1st and March 3rd Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather, provided a given employee has worked between 16 and 32 hours that week Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather Time and one half of the hourly rate on Saturday and Sunday Time and one half of the hourly rate on Saturday and Holidays Time and one half of the hourly rate on Saturday, Sunday, and Holidays Time and one half of the hourly rate on Sunday Time and one half of the hourly rate on Sunday and Holidays Time and one half of the hourly rate on Holidays Double the hourly rate on Saturday Double the hourly rate on Saturday and Sunday Double the hourly rate on Saturday and Holidays Double the hourly rate on Saturday, Sunday, and Holidays Double the hourly rate on Sunday Double the hourly rate on Sunday and Holidays Double the hourly rate on Holidays Two and one half times the hourly rate for Holidays, if worked Two and one half times the hourly rate the first 8 hours on Sunday or Holidays One and one half times the hourly rate all additional hours. Triple the hourly rate for Holidays, if worked Page 53 Prevailing Wage Rates for 07/01/2006 - 06/30/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 ( U ) Four times the houdy rate for Holidays, if worked ( V ) Including benefits at SAME PREMIUM as shown for overtime ( W ) Time and one half for benefits on all overtime hours. NOTE:BENEFITS are PER HOUR WORKED,for each hour worked, unless otherwise noted Page 54 Prevailing Wage Rates for 07/01/2006 - 06130/2007 Published by the New York State Department of Labor Last Published on Jan 01 2007 PRC Number 2007000596 Holiday Codes w~AID Holidays: , performed. OVERTIME Holiday Pay: Overtime holiday pay is the premium pay that is reguired for work performed on specified holidays. It is only required where the employee actually performs work on such holidays. The applicable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY section listings for each classification. Following is an explanation of the code(s) listed in the HOLIDAY section of each classification contained in the attached schedule. The Holidays as listed below are to be paid at the wage rates at which the employee is normally classified. (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (2O) (21) (22) (23) (24) (25) (26) None Labor Day Memorial Day and Labor Day Memorial Day and July 4th Memorial Day, July 4th, and Labor Day New Year's, Thanksgiving, and Christmas Lincoln's Birthday, Washington's Birthday, and Veterans Day Good Friday Lincoln's Birthday Washington's Birthday Columbus Day Election Day Presidential Election Day 1/2 Day on Presidential Election Day Veterans Day Day after Thanksgiving July 4th 1/2 Day before Christmas 1/2 Day before New Years Thanksgiving New Year's Day Christmas Day before Christmas Day before New Year's Presidents' Day Martin Luther King, Jr. Day Page 55 NYS Department of Labor rld:orce ew York BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, NY 12240 Pul us to work for you REQUEST FOR WAGE AND SUPPLEMENT INFORMATION AS REQUIRED BY ARTICLES 8 AND 9 OF THE LABOR LAW Fax (518) 485-1870 or mail this form for new schedules or for determination for additional occupations. Please type all information requested below DATE: SUBMITTED BY: [] CONTRACTING AGENCY [] PUBLIC WORK DISTRICT OFFICE (CHECK ONE) [] ARCHITECT OR ENGINEERING FIRM A. PUBLIC WORK CONTRACT TO BE LET BY: (Enter Data Pedainin~] to Contracting] 1. Name and complete address ( [] check if new or change): Telephone: ( ) Fax: ( ) E-Mail: 3, SEND REPLY TO ([] check if new or change) Name and complete address: Telephone: ( ) Fax:( ) E-Mail: B. PROJECT PARTICULARS 5. Project Title Description of Work Contract Identification Number Note: For NYS units, the OSC Contract No. 7. Nature of Project - Check One: [] 1. New Building [] 2. Addition to Existing Structure [] 3. Heavy and Highway Construction (New and Repair) [] 4. New Sewer or Waterline [] 5. Other New Construction (Explain) [] 6. Qther Reconstruction, Maintenance, Repair or Alteration [] 7. Demolition [] 8. Building Service Contract 9. Name and Title of Requester Agency) 2. NY State Units (see Item 5) [] 01 DOT [] 02 OGS [] 03 Dormitory Authority [] 04 State University Construction Fund [] 05 Mental Hygiene Facilities Corp. [] 06 OTHER N.Y. STATE UNIT [] 07 City [] 08 Local School District [] 09 Special Local District, i.e., Fire, Sewer, Water District [] 10 Village [] 11 Town [] 12 County [] 13 Other Non-N.Y. State (Descdbe) 4. SERVICE REQUIRED. Check appropriate box and provide project information. [] New Schedule of Wages and Supplements. APPROXIMATE BID DATE: ~ I [] Additional Occupation and/or Redetermination PRC NUMBER ISSUED PREVIOUSLY FOR TH S PROJECT: OFFICE USE ONLY 6. Location of Project: Location on Site Route No/Street Address Village or City Town County OCCUPATION FOR PROJECT: [] Construction (Building, Heavy [] Guards, Watchmen Highway/Sewer/Water) [] Janitors, Porters, Cleaners [] Tunnel [] Moving furniture and [] Residential equipment [] Landscape Maintenance [] Trash and refuse removal [] Elevator maintenance [] Window cleaners [] Exterminators, Fumigators [] Other (Describe) Signature OFFICE USE ONLY aations: PW~39 (03- 04) SEE PAGE TWO FOR LAWS RELATING TO PUBLIC WORK CONTRACTS DEPARTMENT OF LABOR - BUREAU OF PUBLIC WORK Under Article 8 of the NYS Labor Law, when two final determinations have been rendered against a contractor, sub- contractor and/or its successor within any consecutive six-year period determining that such contractor, sub-contractor and/or its successor has WILLFULLY failed to pay the prevailing wage and/or supplements, or when one final determination involves falsification of payroll records or the kickback of wages and/or supplements, said contractor, sub-contractor and/or its successor shall be debarred and ineligible to submit a bid on or be awarded any public work contractJsub-contract with the state, any municipal corporation or public body for a period of five years from the date of debarment. NOTE: Where the Fiscal Officer is denoted "NYC", the information has been provided by the New York City Comptroller's Office, the agency issuing the determination. LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code 385 Services LLC 2657 State Highway 28 Portlandville NY 13834 FEIN: Barred Until Fiscal Officer Notes: 16-1466399 01/08/2009 DOL Multiple willful violations Company Name Address City State Zip Code A & D Contracting Corp 15 Pine Aim Drive Bay Shore NY 11706 FEIN: Barred Until Fiscal Officer Notes: 11-3203983 08/01/2010 DOL Falsification of payroll records. Also Tommaso Allocca as an individual Company Name Address City State Zip Code A A General Contractors Inc 1765 Mt Read Boulevard Rochester NY 14606 FEIN: Barred Until Fiscal Officer Notes: 16-1319254 10/l 8/2009 DOL And W.J. Grinder Roofing as a substantially affiliated employer and Dominic Antonucci as an individual. Multiple willful violations Company Name Address City State Zip Code A Castricone Concrete Inc P O Box 203 Athol Springs NY 14010 FEIN: Barred Until Fiscal Officer Notes: 16-1582253 03/03/2008 DOE and Crazy Horse Tonawanda Inc Company Name Address City State Zip Code A&T General Construction lnc 3 Alan B Shepard Place Yonkers NY 10705 FEIN: Barred Until Fiscal Officer Notes: 13-3927478 12/11/2011 DOL and Nick Nitis as an individual - falsification of payroll records Company Name Address City State Zip Code ACC Construction Corp 6 East 32nd St - 7th Fl New York NY 10016 FEIN: Barred Until Fiscal Officer Notes: 11-2688758 05/25/2011 NYC Falsified records Company Name Aegean General Contracting Inc FEIN: Barred Until 11-3451267 03/11/2008 Address City State Zip Code 57-16 157th Street Flushing NY 11355 Fiscal Officer Notes: Settlement agreement with A.G.'s Office - falsified payrolls - Also Aegean Marble Co., Aegean Marble Contracting Co., and George Begakis individually Tuesda3. January 23, 2007 Page 1 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Aegean Marble Co. FEIN: Barred Until 1 ]-3451267 03/I 1/2008 Address City Fiscal Officer Notes: See Aegean General Contracting Inc State Zip Code Company Name Aegean Marble Contracting Co. FEIN: Barred Until I 1-3451267 03/11/2008 Address City Fiscal Officer Notes: See Aegean General Contracting Inc State Zip Code Company Name Address City State Zip Code Albany Pipe Insulators Inc P O Box 332 - Foundry Rd Voorheesville NY l 2186 FEIN: Barred Until Fiscal Officer Notes: ] 4-1617890 02/18/2008 DOL Company Name Address City State Zip Code American Weathertite Inc P O Box 208 Clifton NJ 07 ! 10 FEIN: Barred Until Fiscal Officer Notes: 65-0465918 03/28/2010 DOL Company Name Amodio Russo FEIN: Barred Until 06/01/2010 Address City State Zip Code 14 Bra~on Road Ca~mel NY 10512 Fiscal Officer Notes: As in individual and P&T Iron Works. Falsification of payroll records. Settlement Agreement with A.G.'s office Company Name Andres Alvarez FEIN: Barred Until 12/24/2009 Address City 372 North Main Street Lodi Fiscal Officer Notes: See Corinthian Construction Co Inc State Zip Code NJ 07644 Company Name Angelo Zaffuto FEIN: Barred Until 09/29/2008 Address City 162 Atlantic Avenue Lynbmok Fiscal Officer Notes: AG As an individual. See Zaff~to Construction Company Inc State Zip Code NY 11563 Company Name ANS Welding Corp FEIN: Barred Until 11-1867262 06/09/2009 Address City State 111 Dale Street West Babylon NY Fiscal Officer Notes: DOL Debarment period extended after additional willful violations Zip Code 11704 Company Name AP Painting & Improvement lnc FEIN: Barred Until 11-2683637 04/09/2007 Address 575 Hempstead Turnpike Fiscal Officer Notes: DOL Falsified payrolls City State Zip Code West Hempstead NY l 1552 Company Name APC Painting FEIN: Barred Until 05/13/2007 Address City Fiscal Officer Notes: See Apollo Construction Services Corp State Zip Code Company Name Apollo Construction Services Corp FEIN: Barred Until 13-3983219 05/13/2007 Address City 157 Tibbets Road Yonkers Fiscal Officer Notes: DOL dba Apoio Painting Corp. - multiple willful violations State Zip Code NY 10705 Tuesday, Januar.x 23, 21107 Page 2 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Address City State Zip Code FEIN: 13-3863295 Barred Until Fiscal Officer Notes: 05/13/2007 aka APC Painting - see Apollo Construction Services Corp Company Name Apolo Painting Corp FEIN: Barred Until 13-3863295 05/13/2007 Address City Fiscal Officer Notes: See Apollo Construction Services Corp State Zip Code Company Name Asbestos Systems Inc FEIN: Barred Until 25-1742587 05/20/2007 Address City State 1771 Foote Avenue James~wn NY Fiscal Officer Notes: DOL Gregory McCoy T/A GM Enterprises dba Asbestos Systems lnc Zip Code 14701 Company Name Azam Ali Chaudhry FEIN: Barred Until 12/10/2007 Address City Fiscal Officer Notes: See Republic Reconstruction & Management Inc. State Zip Code Company Name B & Z Development Inc FEIN: Barred Until 13-3713559 02/22/2010 Address City State 19 West Street Spring Valley NY Fiscal Officer Notes: DOL dba Ben-Zvy Enterprises Inc and Erez Ben-Zvy as an individual. Zip Code 10977 Company Name B~-JacConstruction lnc Barred Until 11-3391498 07/17/2009 Address City State Zip Code 62 Neulist Avenue Port Washington NY 11050 Fiscal Officer Notes: DOL aka Bat-.lac Contracting Inc. a/kJa Bat-Jac Inc. and Kenneth Merz, president and one of its five largest shareholders and Steve Menzer, vice president and one of its five largest shareholders, as individuals. Falsified payrolls. Company Name Bat-Jac Contracting Inc FEIN: Barred Until 11-3133524 07/17/2009 Address City Fiscal Officer Notes: See Bat-Jac Construction Inc State Zip Code Company Name Bat-Jac Inc FEIN: Barred Until 07/17/2009 Address City Fiscal Officer Notes: See Bat-Jac Construction aka Bat-Jac Contracting State Zip Code Company Name Ben-Zvy Emerprises Inc FEIN: Barred Until 13-3713559 02/22/2010 Address City 19 West Street Spring Valley Fiscal Officer Notes: See B & Z Development Inc. State Zip Code NY 10977 Company Name Address Best of Friends of Schenectady Constr Co 425 Hamilton Street FEIN: Barred Until Fiscal Officer Notes: 20-2105455 01/24/2011 DOL City Schenectady State Zip Code NY 12305 l'uesday. Januar~x 23, 2007 Page 3 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Boguslaw Bozek FEIN: Barred Until 05/14/2008 Address City Fiscal Officer Notes: As an individual - see Goldhand Construction LLC State Zip Code Company Name Address City State Zip Code C B E Contracting Corp 310 McGuiness Blvd Greenpoint NY 11222 VEIN: Barred Until Fiscal Officer Notes: l !-2968809 10/21/2007 DOL And Muhammad A Beig as an individual. Falsified payrolls Company Name CJHInc VEIN: Barred Until 14-1830289 06/10/2010 Address City Fiscal Officer Notes: See N F K Excavating and Construction Inc State Zip Code Company Name Calvin S Robinson Electrical Inc VEIN: Barred Until 14-1657781 04/12/2007 Address City State Zip Code 2117 Egret Drive Clearwater FL 33764 Fiscal Officer Notes: DOL Falsified payrolls Company Name Address Cappry Contracting Management Corp 1081 Coney Island Avenue VEIN: Barred Until Fiscal Officer Notes: 06-1174437 02/09/2011 NYC Falsified payroll records City State Zip Code Brooklyn NY 11230 Company Name Carl Babb VEIN: Barred Until 07/21/2008 Address City Fiscal Officer Notes: As an individual - See Olympic Window Installers Inc State Zip Code Company Name Address City State Zip Code Catenary Construction Corp 112 Hudson Avenue Rochester NY 14605 VEIN: Barred Until Fiscal Officer Notes: 54-2129721 02/14/2011 DOL Subsidiary of Lancet Arch Inc. Company Name Causeway Construction Corp VEIN: Barred Until 13-3065561 09/27/2007 Address City State Zip Code 110-30 15th Avenue College Point NY 11356 Fiscal Officer Notes: NYC Multiple willful violations Company Name Address City State Zip Code Cavalier Constr Corp c/o Clayman & Rosenbe 305 Madison Avenue New York NY 10165 VEIN: Barred Until Fiscal Officer Notes: 02/19/2008 NYC Falsified records - plea agreement. Also Kingston Tracking & Rigging Corp., Manbm Construction Corp., Port Ewen Tracking Corp. and Super Structure Builders, Inc. as substantially owned-affiliated entities and/or successors of Cavalier. Company Name Address City State Zip Code Charles J Pardee 261 Ball Road Hastings NY 13076 VEIN: Barred Until Fiscal Officer Notes: 03/16/2009 DOL As an individual. See Dalton Steel Inc. Tuesday Januar3 23, 2007 Page 4 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Charles Marangoudakis FEIN: Barred Until 08/16/2010 Address City State Zip Code 25 Woodhill Lane Manhasset NY 11030 Fiscal Officer Notes: DOL Individually and Marangos Construction Corp and Tropic Construction Corp. Multiple willful violations Company Name Christina J Hoek FEIN: Barred Until 06/10/2010 Address City Fiscal Officer Notes: See N F K Excavating and Construction lnc State Zip Code Company Name Christopher Nicholson FEIN: Barred Until 10/19/2011 Address City 91 Newman Place Buffalo Fiscal Officer Notes: See Commercial System Construction State Zip Code NY 14210 Company Name Columbus General Construction Inc FEIN: Barred Until 11-3357344 12/16/2009 Address City State Zip Code 914 Newkirk Avenue Brooklyn NY 11230 Fiscal Officer Notes: AG And Mohammed A Rashid as an individual. Falsified business records. Plea agreement. Company Name Commercial Painting Co FEIN: Barred Until 16-1513909 05/01/2008 Address City State 4872 West Seneca Tumpike Syracuse NY Fiscal Officer Notes: DOL James Stanton dba Commercial Painting Co - falsified payroll records Zip Code 13215 Company Name CommercialSteellnc FEIN: Barred Until 16-1557064 03/16/2009 Address City State Zip Code 65 Corporate Park Drive Central Square NY 13036 Fiscal Officer Notes: DOL As a successor and/or substantially-owned affiliated entity with Dalton Steel Inc dba Pardee Construction - multiple willful violations Company Name Commercial System Construction FEIN: Barred Until 90-0066866 10/19/2011 Address City State 91 Newman Place Buffalo NY Fiscal Officer Notes: DOL And Christopher Nicholson as an individual - falsification of payroll records Zip Code 14210 Company Name Commtech Communications Inc FEIN: Barred Until 16-1335983 11/22/2007 Address City State Zip Code 649 Warwick Road North Tonawanda NY 14120 Fiscal Officer Notes: DOL See also Commtech Electrical Construction Corp and Michael R Palmer - multiple violations Company Name Commtech Electrical Construction FEIN: Barred Until 16-1407836 11/22/2007 Address City State Zip Code 649 Warwick Road North Tonawanda NY 14120 Fiscal Officer Notes: DOL See also Commtech Communications and Michael R Palmer- multiple violations Company Name Converse Construction Corp FEIN: Barred Until 11-3262576 03/21/2007 Address City State Zip Code 1597 Route 112 Port Jefferson Sta NY 11776 Fiscal Officer Notes: DOL Falsified payrolls ~[uesday, JanuaD' 23, 2007 Page 5 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Corinthian Construction Co Inc 372 North Main Street Lodi NJ 07644 FEIN: Barred Until Fiscal Officer Notes: 13-3750033 12/24/2009 AG And Andres Alvarez as an individual. Plea agreement with A.G.'s Office Company Name Address City State Zip Code Crazy Horse Tonawanda Inc P O Box 203 Athol Springs NY 14010 FEIN: Barred Until Fiscal Officer Notes: 16-1528124 03/03/2008 DOL and A Castricone Concrete Inc Company Name Dalton Steel Inc FEIN: Barred Until 16-1557064 03/12/2009 Address City State Zip Code 197 U S Route 11 Central Square NY 13036 Fiscal Officer Notes: DOL dba Pardee Construction and Shirley Pardee as an individual - multiple willful violations. Also Charles J Pardee as an individual. Company Name Darby General Contracting Inc FEIN: Barred Until 11-3420817 08/04/2008 Address City 565 Oak Street Copiague Fiscal Officer Notes: DOL dba Dm'by Glass Co - multiple willful violations State Zip Code NY 11726 Company Name Darby Glass Co FEIN: Barred Until 11-3081390 08/04/2008 Address City Fiscal Officer Notes: See Darby General Contracting Inc State Zip Code Company Name Dellapenna Associates Inc FEIN: Barred Until 16-1465989 02/18/2008 Address City State Zip Code 86 Olive Street Johnson City NY 13790 Fiscal Officer Notes: DOL Substantially owned-affiliated entity and/or successor of Dellapenna Brothers Inc - debarment period extended after additional violations Company Name Dellapenna Brothers Inc FEIN: Barred Until 16-0964223 08/04/2008 Address City State 86 Olive Street Johnson City NY Fiscal Officer Notes: DOL multiple willfuls - debarment period extended after additional violations Zip Code 13790 Company Name Dennis Lounsbury Builders Inc FEIN: Barred Until 14-1538702 05/27/2009 Address City State Zip Code P O Box 220 Bulville NY 10915 Fiscal Officer Notes: DOL aka Lounsbury Erectors Inc, Company Name Address DePoalo and Son Building Contractors Inc 296 Morris Road FEIN: Barred Until Fiscal Officer Notes: 14-1507523 07/12/2009 DOL Multiple willful violations City State Zip Code Schenectady NY 12303 Company Name DG Pipeline Inc FEIN: Barred Until 74-2917 157 09/06/2011 Address City State Zip Code 312 Halseyville Road Ithaca NY 14850 Fiscal Officer Notes: DOL and Douglas S Griffen, President and one of the five largest shareholders - falsified payrolls Tuesday, January 23, 2007 Page 6 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT O DC ~ammoPna~ ~Dfl" ~monest ruction Corp Address City State Zip Code 5270 Transit Road Depew NY 14043 Fiscal Officer Notes: DOL and Joseph DiPizio individually and as its president. Falsification of payroll records FEIN: Barred Until 16-1103218 12/14/2010 Company Name Diracon Commercial Contractors FEIN: Barred Until 08-1681415 05/18/2009 Address City State 310 Maple Avenue New Hampton NY Fiscal Officer Notes: DOL and Rebecca Gat[o-Wood as an individual. Falsified payarolls. Zip Code 10958 Company Name D~I Mechanical Associates Ltd FEIN: Barred Until 13-3373364 02/01/2011 Address City 155 Kingsbridge Road East Mount Vernon Fiscal Officer Notes: DOL False records - plea agreement State Zip Code NY 10552 Company Name Dominic Antonucci FEIN: Barred Until i 0/18/2009 Address City State Zip Code 1939 Town Line Road Hilton NY 14468 Fiscal Officer Notes: DOL As an individual. See A A General Contractors Inc and W J Grinder Roofing Company. Company Name Address City State Zip Code Don Adams Roofing Inc 472 Commerce Street Hawthorne NY 10532 FEIN: Barred Until Fiscal Officer Notes: 13-3455881 12/07/2010 DOL Plead guilty to a felony Company Name Address City State Zip Code Douglas S CaWi'cm 312 Halseyville Road Ithaca NY 14850 FEIN: Barred Until Fiscal Officer Notes: 09/06/2011 See DG Pipeline Inc Company Name Drywall Systems Unlimited Inc FEIN: Barred Until 06-1405921 10/02/2007 Address City State Zip Code 182 West Main Street Middletown NY 10940 Fiscal Officer Notes: DOL Company Name E Green Restoration & Roofing lnc FEIN: Barred Until 16-1561693 06/21/2009 Address City State Zip Code 117 Hawley Street Binghamton NY 13901 Fiscal Officer Notes: DOL Company Name Address City State Zip Code Eliyhu Benyamin 303 Ten Eyck Street Brooklyn NY 11206 FEIN: Barred Until Fiscal Officer Notes: 03/05/2010 As an individual. See W & B Mechanical Corp. Company Name Address City State Zip Code Elizabeth A. Cart P O Box 82 Valatie NY 12184 FEIN: Barred Until Fiscal Officer Notes: 10/14/2008 dba Everlasting Slate - as an individual Tuesday, January 23, 2007 Page 7 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Emes Heating & Plumbing Contr FEIN: Barred Until 13-2590780 Address City State Zip Code 5 Emes Lane Monsay NY 10952 Fiscal Officer Notes: DOL and Julius and Gita Behrend, as individuals. Parties entered into a voluntary agreement to be permanently debarred Company Name Empire State Renovation Corp FEIN: Barred Until 11-3170331 05/22/2007 Address City State Zip Code 15 Division Place Brooklyn NY 11222 Fiscal Officer Notes: NYC Falsified payrolls - plea agreement Company Name Enjem's Incorporated FEIN: Barred Until 16-1038008 03/04/2009 Address City l l 1 South Main Street Herkimer Fiscal Officer Notes: DOL and Francis Enjem as an individual. Falsification of records. State Zip Code NY 13350 Company Name Enviroclcan Services LLC FEIN: Barred Until 26-0045677 09/07/2009 Address City State Zip Code 4245 Union Rd- Suite 210 Buffalo NY 14225 Fiscal Officer Notes: DOL Company Name Erez Ben-Zvy FEIN: Barred Until 02/22/2010 Address City 19 West Street Spring Valley Fiscal Officer Notes: As an individual. See B & Z Development lnc State Zip Code NY 10977 Company Name Eum Craft Restoration, Inc. FEIN: Barred Until 13-3769924 10/14/2008 Address City State Zip Code 41-12 Ditmars Blvd Long Island City NY 11105 Fiscal Officer Notes: DOL and Sawas A. Sawa (as an individual) Falsification of records and kickback of wages. Plea agreement with A.G/s Office Company Name Everlasting Slate FEIN: Barred Until 22-3397381 10/14/2008 Address City State Zip Code P O Box 82 Valatie NY 12184 Fiscal Officer Notes: DOL And Elizabeth A. Cart and Sean Campion as individuals. Falsification of records Company Name Florence XVI Century Marble lnc FEIN: Barred Until 11-3262505 08/03/2010 Address City 120 Glen Head Road Glen Head Fiscal Officer Notes: Falsification of payroll records - plea agreement State Zip Code NY 11545 Company Name Address City State Zip Code Flower City Asbestos Inc 850 St Paul Street Rochester NY 14605 FEIN: Barred Until Fiscal Officer Notes: 16-1292474 08/18/2009 DOL Multiple willful violations Company Name Address Flower City Insulation Sales & Contractors 137 Yorkton Street FEIN: Barred Until Fiscal Officer Notes: 16-1157832 08/03/2009 DOL Multiple willful violations City State Zip Code Webster NY 14580 Tuesday, JanuaD' 23, 2007 Page 8 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Address City State Zip Code FEIN: Barred Until ] ]-3 i67975 07/] 8/2010 18-18 26th Street Astoria NY 11102 Fiscal Officer Notes: DOL and Mohammed Ali Alvi and Mohammed Ali Alvi T/A Ford Masonry - falsification of records Company Name Ford Masonry FEIN: Barred Until 07/18/2010 Address City State Zip Code 18-18 26th Street Astoria NY 11102 Fiscal Officer Notes: DOL and Mohammed Ali Alvi individually and Ford Construction Inc. Falsification of payroll records Company Name Address City Foundation Construction Consultants lnc 294 20th Street Brooklyn FEIN: Barred Until Fiscal Officer Notes: 11-2761496 05/20/2008 NYC Multiple willfuls and falsification of payroll records State Zip Code NY 11215 Company Name Francis Enjem FEIN: Barred Until 03/04/2009 Address City 111 South Main Street Herkimer Fiscal Officer Notes: As an individual. See Enjem's Incorporated. State Zip Code NY 13350 Company Name Franco Paints Inc FEIN: Barred Until 08/07/2008 Address City State Zip Code 159 92nd Street Brooklyn NY 11209 Fiscal Officer Notes: NYC and Mida Painting Ltd, Nicholas Kallergis and Stamatia Kallergis, as individuals. Assurance of Discontinuance/Settlement Agreement Company Name Frank Lobene Jr FEIN: Barred Until 10/18/2010 Address City 13 Cheviot Lane Rochester Fiscal Officer Notes: As an individual - Sec Lobene Painting Inc. State Zip Code NY 14624 Company Name Gem Building & Equipment Inc FEIN: Barred Until 14-1793970 06/28/2007 Address City State Zip Code 2332 Route 9W Saugerties NY 12477 Fiscal Officer Notes: DOL Company Name George Begakis FEIN: Barred Until 03/11/2008 Address City Fiscal Officer Notes: As an individual - see Aegean General Contracting Inc State Zip Code Company Name George Bush FEIN: Barred Until 01/14/2009 Address City State Zip Code 19 Hoffman Drive Latham NY 12118 Fiscal Officer Notes: DOL Falsification of payroll records Company Name George Forakis FEIN: Barred Until 03/07/2007 Address City State Zip Code P O Box 8808 Baltimore MD 21224 Fiscal Officer Notes: DOL Falsified payrolls - Paint City Contractors Inc and George Forakis individually Tuesda3. January 23, 2007 Page 9 of 2i~ LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name George J Leva Sr. FEIN: Barred Until 02/06/2008 Address City State Zip Code Fiscal Officer Notes: As an individual dba Ontario Flooring Company. Debarment period extended at,er additional violation Company Name Address City State Zip Code George Lucey,Manual Tobio(see note) 150 Kings Street Brooklyn NY 11231 FEIN: Barred Until Fiscal Officer Notes: NYC Manuel P Tobio and Lake Constr and Development Corp (individually and as a whole) grand larceny,falsified records,debarred permanently Company Name Address City State Zip Code Gerasimo Andrianis 22-15 47th Street Astoria NY 11105 FEIN: Barred Until Fiscal Officer Notes: 08/03/2011 AG As an individual. See Rainbow Renovations Inc Company Name GM Enterprises FEIN: Barred Until 16-1509833 05/20/2007 Address Fiscal Officer Notes: See Asbestos Systems Inc City State Zip Code Company Name Address City State Zip Code Goldhand Construction LLC 116 East Saddle River Rd Saddle River NJ 07458 FEIN: Barred Until Fiscal Officer Notes: 22-3765123 05/14/2008 DOL Falsified payroll records Company Name Gregory McCoy FEIN: Barred Until 05/20/2007 Address City State Fiscal Officer Notes: As an individual. See GM Enterprises dba Asbestos Systems Inc Zip Code Company Name Address City State Zip Code Gregory Kloepfer 248 Lein Road West Seneca NY 14224 FEIN: Barred Until Fiscal Officer Notes: 10/06/2009 DOL As an individual. See Kloepfer's Floor Coverning Company Name Hamax Construction Corporation FEIN: Barred Until 06-1482076 09/11/2008 Address City State Zip Code 540 Commerce St - Ste 6 Thomwood NY 10594 Fiscal Officer Notes: DOL Also Thomas Hanlon and William Valentine as individuals. Multiple willfuls and falsification of records. Debarment period extended aRer other willful violations Company Name Harrison Jarvis FEIN: Barred Until 08/12/2009 Address City State Zip Code 132 W 129th St-Ste 4W New York NY 10027 Fiscal Officer Notes: AG As an individual and Two By Four Carpentry and Construction Inc. Plea agreement with A.G.'s Office. Company Name HDA Construction FEIN: Barred Until 06-1613022 12/10/2007 Address City State Zip Code 942 Havemeyer Avenue Bmnx NY 10473 Fiscal Officer Notes: DOL Falsified records Tuesday, ,January 23, 2007 Page 10 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name FEIN: Barred Until 04/17/2007 Address City State Zip Code 3643 Bmckner Blvd Bronx NY 10464 Fiscal Officer Notes: DOL Conducting business as M & H Climate and Energy Management Ltd. Falsified Company Name Address City State Zip Code Hi Tech Insulation P O Box 12861 Rochester NY 14612 FEIN: Barred Until Fiscal Officer Notes: 16-1487213 12/09/2007 Dog Kevin C. Marlowe dba Hi Tech Insulation - multiple violations Company Name Address City Hi-Amp Electrical Construction Carp 265-12 Hillside Avenue Floral Park FEIN: Barred Until Fiscal Officer Notes: 13-3520080 04/30/2007 DOL and Ivan Torres individually. Falsified payrolls State Zip Code NY 11004 Company Name Howard K Enterprise Inc FEIN: Barred Until 22-3791841 04/14/2010 Address City State Zip Code 219-02 Northern Boulevard Flushing NY 11361 Fiscal Officer Notes: AG and Howard Kim a/k/a un Hak Kim as an individual - Plea agreement. Additional addresses: 703 Atlantic Avenue, Rochester, NY 14609 and 121 Hemingway Drive, Rochester, NY 14620 Company Name Howard Klm FEIN: Barred Until 04/14/2010 Address City State 75 West Edsall Boulevard Palisades Park NJ Fiscal Officer Notes: AG a/k/a un Hak Kim, as an individual. See Howard K Enterprise Inc Zip Code , Name I C Construction Company Inc FEIN: Barred Until 14-1789216 08/21/2007 Address City State 120 South Broadway Red Hook NY Fiscal Officer Notes: DOL Multiple willfuls - Debarment period extended after additional violations Zip Code 12571 Company Name lES Environmental Inc FEIN: Barred Until 10/05/2009 Address City State Zip Code 1655 Elmwood Avenue Cranston RI 02910 Fiscal Officer Notes: DOL And lntemational Environmental Services lnc and James J Ney Jr as an individual. Falsification of payroll records Company Name Address Interior Decorating Floor Covering Co ]nc 2229 Clifford Avenue FEIN: Barred Until Fiscal Officer Notes: 16-1337838 07/29/2007 DOL Falsification of records City State Zip Code Rochester NY 14609 Company Name Address City International Environmental Resources FEIN: Barred Until Fiscal Officer Notes: 05-0448266 08/09/2007 See International Environmental Services lnc State Zip Code Company Name Address City State Zip Code International Environmental Services lnc 2 Stafford Court Cranston RI 02920 FEIN: Barred Until Fiscal Officer Notes: 05-0448266 10/05/2009 DOL dba International Environmental Resources - Falsified payrolls - Debarment period extended after additional violation. Also lES Environmental lnc and James J Ney Jr as an individual Tuesday, January 23, 2007 Page 11 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Ismacl Cisneros FEIN: Barred Until 04/14/2008 Address City Fiscal Officer Notes: As an individual - See Izi Plumbing & Heating Ltd State Zip Code Company Name Address City State Zip Code Ivan Torres 265-12 Hillside Avenue Floral Park NY l 1004 FEIN: Barred Until FiscaIOfficer Notes: 04/30/2007 DOL Individually and Hi-Amp Electrical Construction Corp. Falsified payrolls Company Name Address City State Zip Code Izi Plumbing & Heating Ltd 291 Metropolitan Avenue Brooklyn NY 11211 FEIN: Barred Until Fiscal Officer Notes: 11-3157717 04/14/2008 DOL and Ismael Cisneros, Individually - falsified payrolls Company Name J B C Contracting Co Inc FEIN: Barred Until 11-3550663 03/23/2010 Address City State Zip Code 346 Prospect Ave - I st FI Brooklyn NY 11215 Fiscal Officer Notes: AG And/or 509 McDonald Avenue, Brooklyn NY 11218. And Mohammed H Kabir as an individual and J B C Contracting Company. Settlement agreement with A.G.'s Office Company Name J B C Contracting Company FEIN: Barred Until 11-3330280 03/23/2010 Address City State Zip Code 346 Prospect Ave - 1 st Fl Brooklyn NY 11215 Fiscal Officer Notes: AG And/or 509 McDonald Avenue, Brooklyn NY 11218. And Mohammed H Kabir as an individual and JBC Contracting Co Inc. Settlement Agreement with A.G's Office Company Name J Ban- Construction Corp FEIN: Barred Until 11-3344003 12/14/2009 Address City State l 19-51 Metropolitan Ave Jamaica NY Fiscal Officer Notes: DOL and Steve J Nictas as an individual. Multiple willful violations Zip Code 11415 Company Name J C McCashion Construction Inc FEIN: Barred Until 14-1767357 04/13/2011 Address City State Zip Code 84 Fredericks Avenue Albany NY 12205 Fiscal Officer Notes: DOL Multiple willful violations Company Name J T Painting Corp FEIN: Barred Until 06-1260246 02/26/2009 Address City State Zip Code P O Box 337 Burlingham NY 12722 Fiscal Officer Notes: DOL Falsification of records Company Name James Avallone FEIN: Barred Until 08/07/2OO8 Address City State Zip Code Fiscal Officer Notes: As an individual - see James Avallone Tile & Marble - debarment period extended Company Name James Avallone Tile & Marble FEIN: Barred Until 07-5336752 08/07/2008 Address City 217 Christie Street Ridgefield Park Fiscal Officer Notes: DOL Multiple willful violations - debarment period extended State Zip Code NJ 07660 ~l-uesda3, .~anuary 23, 2007 Page 12 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Address City State Zip Code 1655 Elmwood Avenue Cranston RI 02910 Fiscal Officer Notes: DOL As an individual. See International Environmental Services Inc and IES Environmental FEIN: Barred Until 10/05/2009 Company Name Address City State Zip Code JBC Industries of Parish Inc P O Box 728 - CR 44 Mexico NY 13114 FEIN: Barred Until Fiscal Officer Notes: 16-1470149 07/24/2007 DOL Multiple willful violations Company Name Address City State Zip Code John Bradford 6614 Furnace Road Ontario NY 14519 FEIN: Barred Until Fiscal Officer Notes: 12/22/2009 As an individual. See Rusmar Environmental Services Corp. Company Name Address City State Zip Code John Vareiakis 2063 Maple Street Wantaugh NY 11793 FEIN: Barred Until Fiscal Officer Notes: 02/20/2007 As an individual - See Spmcewood Painting Corp Company Name Address City State Zip Code Joseph DiPizio 5270 Transit Road Depew NY 14043 FEIN: Barred Until Fiscal Officer Notes: 12/14/2010 As an individual. See Diamond "D" Construction Corp Company Name Address City State Zip Code ,h Zaffuto 162 Atlantic Avenue Lynbrook NY 11563 Fiscal Officer Notes: AG As an individual. See Zaffuto Construction Company lnc Barred Until 09/29/2008 Company Name JRC Aris Electric Contractors FEIN: Barred Until 09/13/2009 Address City Fiscal Officer Notes: See .IRC Electric Control Service lnc State Zip Code Company Name JRC Electric Control Service lnc FEIN: Barred Until 11-3199418 09/13/2009 Address City State 516 East 51 st Street Brooklyn NY Fiscal Officer Notes: NYC a/k/a JRC Aris Electric Contractors - multiple willfull violations Zip Code 11236 Company Name Julius and Gita Behrend FEIN: Barred Until Address City 5 Emes Lane Monsey Fiscal Officer Notes: See Emes Heating & Plumbing Contractor, 1nc State Zip Code NY 10952 Company Name Address City State Zip Code K M R Enterprises Inc 10 Stuffie Street Cropseyville NY 12052 FEIN: Barred Until Fiscal Officer Notes: 14-1749993 05/03/2010 DOL Multiple willful violations. Company Name Address City State Zip Code Kenneth Merz 62 Neulist Avenue Port Washington NY 11050 FEIN: Barred Until Fiscal Officer Notes: 07/17/2009 As an individual. See Bat-Jac Construction Tuesday, January 23, 2007 Page 13 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Kenneth W Griffin 10l Lill Street Rochester NY 14621 FEIN: Barred Until Fiscal Officer Notes: 05/01/2011 As an individual - see Lighming Fast Labor Force Services Inc Company Name Address City State Zip Code Kevin C Marlowe FEIN: Barred Until Fiscal Officer Notes: 12/09/2007 See Hi Tech Insulation Company Name Address City State Zip Code Keystone Construction Corp 9945 Fort Hamilton Pkwy Brooklyn NY 11209 FEIN: Barred Until Fiscal Officer Notes: 16-1402500 08/20/2008 DOL And Nicholas Margatitis as an individual Company Name Address City State Zip Code King Machine 11365 Center Road Sheridan NY 14135 FEIN: Barred Until Fiscal Officer Notes: 16-1293494 04/04/2010 DOL See Robert Metzgar Company Name Kingston Tracking & Rigging Corp FEIN: Barred Until I 1-3540715 02/19/2008 Address City State Zip Code 99 St Nicholas Avenue Brooklyn NY 11237 Fiscal Officer Notes: DOL As a substantially owned-affiliated entity and/or successor of Cavalier Construction Corp. Falsification of records Company Name Address City State Zip Code Kloepfer's Floor Coveting 248 Lein Road West Seneca NY 14224 FEIN: Barred Until Fiscal Officer Notes: 16-1234359 10/06/2009 DOL And Gregory Kloepfer as an individual. Multiple willful violations Company Name Address City State Zip Code K-Star Construction Corp 4248 161st Street Flushing NY 11358 FEIN: Barred Until Fiscal Officer Notes: 01-0778648 12/11/201 l DOL Multiple willful violations Company Name Address City State Zip Code L & T Plumbing Corp 367 Veterans Memorial Hwy Commack NY 11725 FEIN: Barred Until Fiscal Officer Notes: l 1-3223496 01/l 1/2010 DOL And Robert DeMonte as an individual. Company Name Labar Emerptises of Rochester Inc FEIN: Barred Until 16-1605462 04/18/2010 Address City 2121 Empire Boulevard Webster Fiscal Officer Notes: DOL dba Labar Excavating Inc. Multiple willful violations State Zip Code NY 14580 Company Name Labar Excavating Inc FEIN: Barred Until 04/18/2010 Address City Fiscal Officer Notes: See Labar Enterprises of Rochester Inc. State Zip Code Company Name Address City Lake Constraction and Development Corp FEIN: Barred Until Fiscal Officer Notes: 11-2678816 See George Lucey -debarred permanently State Zip Code Tuesda3. January 23 2007 Page 14 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code h Inc 112 Hudson Avenue Rochester NY 14605 FEIN: Barred Until Fiscal Officer Notes: 16-1259628 02/14/2011 Dog Multiple willful violations - and its subsidia~ Catenary Construction Corp Company Name Address City State Zip Code Liberty Painting Company Inc 183 Lorfield Drive Snyder NY 14226 FEIN: Barred Until Fiscal Officer Notes: 16-1480256 12/08/2010 DOL Miltiple willful violations Company Name Address City State Zip Code Lightning Fast Labor Force Services lnc 150 North Chestnut Street Rochester NY 14604 FEIN: Barred Until Fiscal Officer Notes: 20-0386651 05/01/2011 DOL And Winston J Goins Sr. and Kenneth W Griffin individually. Falsification of records Company Name Address City Lfuda Williams c/o MJAB Construction Inc 183 Washington Avenue New Rochelle FEIN: Barred Until Fiscal Officer Notes: 04/22/2009 DOL As an individual. See MJAB Construction Inc State Zip Code NY 10801 Company Name Lobene Painting Inc FEIN: Barred Until 16-1514981 10/18/2010 Address City State Zip Code 13 Cheviot Lane Rochester NY 14624 Fiscal Officer Notes: DOL And Frank Lobene Jr and Matthew Lobene as individuals - falsification of payroll Company Name Look Under the Carpet Services lnc Barred Until 01-0664654 12/15/2010 Address City State Zip Code P O Box 686 Buffalo NY 14290 Fiscal Officer Notes: A.G Plea Agreement with A.G.'s Office - principal place of business: 1557 Jefferson Avenue, Buffalo, NY 14208 Company Name Lorenzo DeVardo FEIN: Barred Until 01/08/2009 Address City 1850 Steinway Street Long Island City Fiscal Officer Notes: DOL As an individual. See Vardo Construction Corp State Zip Code NY 11105 Company Name Lounsbury Erectors Inc FEIN: Barred Until 05/27/2009 Address City Fiscal Officer Notes: See Dennis Lounsbury Builders Inc State Zip Code Company Name LTS Construction FEIN: Barred Until 16-1463105 06/30/2009 Address City State 24 Miller Street Rochester NY Fiscal Officer Notes: See Thomas L. Smalls Zip Code Company Name Address M & H Climate and Energy Management Ltd FEIN: Barred Until Fiscal Officer Notes: 58-2152185 04/17/2007 See Hector Colon City State Zip Code Company Name Address M & S Pipeline Excavation Company lnc 784 Conklin Road FEIN: Barred Until Fiscal Officer Notes: 16-0926714 05/06/2009 DOL Multiple willful violations City State Zip Code Binghamton NY 13903 Tuesdax ,lanuary 23, 2007 Page 15 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Manbrn Construction Corp FEIN: Barred Until 02/19/2008 Address City State Zip Code 1439 Wood Road Bronx NY 10462 Fiscal Officer Notes: DOL Also at 201-203 E 22nd Street, New York 10010. As a substantially owned-affiliated entity and/or successor of Cavalier Construction Corp. Falsification of records. Company Name Manuel P. Tobio FEIN: Barred Until Address City Fiscal Officer Notes: See George Lucey - debarred permanently State Zip Code Company Name Manuel Tobio FEIN: Barred Until Address City Fiscal Officer Notes: See George Lucey - debarred permanently State Zip Code Company Name Marangos Construction Corp FEIN: Barred Until 11-2554543 08/16/2010 Address City State Zip Code 5945 56th Avenue Maspeth NY 11378 Fiscal Officer Notes: DOL And Charles Marangoudakis individually and Tropic Construction Corp. Multiple willful violations. Company Name Mary Newsom FEIN: Barred Until 05/24/2009 Address City 1537 Union Street Schenectady Fiscal Officer Notes: DOL As an individual. See Pachyderm Enterprises, lnc State Zip Code NY 12309 Company Name Mas-Ann Mechanical Inc FEIN: Barred Until 16-1357694 01/04/2010 Address City 35 Regency Oaks Blvd Rochester Fiscal Officer Notes: DOL Debarment period extended after additional willful violations State Zip Code NY 14624 Company Name Masciarelli Construction Co FEIN: Barred Until 16-0902053 05/06/2009 Address City State Zip Code 784 Conklin Road Binghamton NY 13903 Fiscal Officer Notes: DOL Multiple willful violations Company Name Matthew Lobene FEIN: Barred Until 10/18/2010 Address City 13 Cheviot Lane Rochester Fiscal Officer Notes: As an individual - See Lobene Painting Inc State Zip Code NY 14624 Company Name MCS Painting Contractors Inc FEIN: Barred Until 01/25/2011 Address City Lime Kiln Court Stony Point Fiscal Officer Notes: DOL False records - also Michael Salerno as its President State Zip Code NY 10980 Company Name Merchants I & S Corp Inc FEIN: Barred Until 16-1405450 11/22/2007 Address City 7732 Victor Mendon Road Victor Fiscal Officer Notes: DOL Debarment extended after additional violation State Zip Code NY 14564 Tuesda3. January 23.2007 Page 16 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Address City State Zip Code FEIN: Barred Until Fiscal Officer Notes: 06-135024] 08/06/2008 DOL Multiple ~villfu] violations Carmel NY 10512 Company Name MGC Restoration Services lnc FEIN: Barred Until 11-3031515 01/01/2010 Address City 64-58 218th Street Bayside Fiscal Officer Notes: AG And Michael Capous individually. Pica agreement State Zip Code NY 11364 Company Name Michael Capous FEIN: Barred Until 01/01/2010 Address City 64-58 218th Street Bayside Fiscal Officer Notes: AG As an individual. Se MGC Restoration Services Inc. State Zip Code NY 11364 Company Name Michael R Palmer FEIN: Barred Until 11/22/2007 Address City State Zip Code Fiscal Officer Notes: As an individual - See Commtech Communications Inc and Commtech Electrical Construction Corp Company Name Michael Salerno FEIN: Barred Until 01/25/2009 Address City State Lime Kiln Court Stony Point NY Fiscal Officer Notes: DOL Individually as president of MCS Painting Contractors - false records Zip Code 10980 Company Name Mida Painting Ltd FEIN: Barred Until 08/07/2008 Address City State Zip Code 159 92nd Street Brooklyn NY I 1209 Fiscal Officer Notes: NYC and Franco Paints, Inc. and Nicholas Kallergis and Stamatia Kallergis, as individuals. Assurance of Discontinuance/Settlement Agreement Company Name MJAB Construction Inc FEIN: Barred Until 58-2620937 04/22/2009 Address City State 183 Washington Avenue New Rochelle NY Fiscal Officer Notes: DOL and Linda Williams as an individual. Falsification of payroll records Zip Code 10801 Company Name Address City Modem Tech Design & Services Inc 9151 Southwestern Bird Angola FEIN: Barred Until Fiscal Officer Notes: 16-1464435 01/19/2011 DOL Multiple willful violations State Zip Code NY 14006 Company Name Mohammed A Rashid FEIN: Barred Until 12/16/2009 Address City 914 Newkirk Avenue Brooklyn Fiscal Officer Notes: As an individual. See Columbus General Construction Inc State Zip Code NY 11230 Company Name Mohammed Ali Alvi FEIN: Barred Until 07/18/2010 Address City State Zip Code 22-41 26th Street - Apt 2 Astoria NY 11102 Fiscal Officer Notes: DOL Individually and Mohammed Ali Alvi T/A Ford Masonry and Ford Construction Inc. Falsification of payroll records Tuesday, January 23, 2007 Page 17 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Mohammed H Kabir FEIN: Barred Until 03/23/2010 Address City State Zip Code 200 East 77th Street Brooklyn NY 11218 Fiscal Officer Notes: AG As an individual. See J B C Contracting Co Inc and J B C Contracting Company - Settlement Agreement with A.G.'s Office Company Name Address City State Zip Code Muhammad A Bcig 142 East Market Street Long Beach NY 11561 FEIN: Barred Until Fiscal Officer Notes: 10/21/2007 DOL As an individual - See C B E Contracting Cmporation. falsified payrolls Company Name Muir Contractors Associates Inc FEIN: Barred Until 11-3586616 08/18/2010 Address City 75 Argyle Ave - Suite 2B Uniondale Fiscal Officer Notes: DOL Falsification of payroll records State Zip Code NY 11553 Company Name Muss Pacuku FEIN: Barred Until 04/14/2008 Address City State Fiscal Officer Notes: As an individual - See Victory Roofing & Contracting Co Inc Zip Code Company Name N F K Enterprises FEIN: Barred Until 06/10/2010 Address City Fiscal Officer Notes: See N F K Excavating and Construction Inc State Zip Code Company Name Address City State Zip Code N F K Excavating and Construction Inc 22 Black Hawk Road Pine Bush NY 12566 FEIN: Barred Until Fiscal Officer Notes: 14-1803310 06/10/2010 DOL and N F K Landscaping Supply Corp and N F K Enterprises Inc and CJH Inc and Roger A Hock Jr and Christina J' Hock as individuals. Falsification of payroll records Company Name N F K Landscaping Supply Corp FEIN: Barred Until 14-1817371 06/10/2010 Address City Fiscal Officer Notes: See N F K Excavating and Construction ]nc State Zip Code Company Name Neuss Construction Inc FEIN: Barred Until 14-1782213 09/06/2011 Address City State Zip Code 1191 Route 9W - Suite #C6 Marlboro NY 12542 Fiscal Officer Notes: DOL And Rudolph Neuss as an individual, as chief executive and one of the five largest shareholders ofNeuss Constmctinn lnc- falsification of payroll records Company Name Nicholas Kallergis FEIN: Barred Until 08/07/2008 Address City State 159 92nd Street Brooklyn NY Fiscal Officer Notes: As an individual. See Franco Paints, Inc.and Mida Painting Ltd Zip Code 11209 Company Name Nicholas Margaritis FEIN: Barred Until 08/20/2008 Address City Fiscal Officer Notes: See Keystone Construction CoT. State Zip Code Tuesday, .January 23, 2007 Page 18 of 2t~ LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code 3 Alan B Shepard Place Yonkers NY 10705 FEIN: Barred Until Fiscal Officer Notes: 12/11/2011 DOL As an individual - see A&T Construction Company Name Address City State Zip Code Nikolaos D. Varelakis 94 Cleveland Avenue Massepequa NY 11758 FEIN: Barred Until Fiscal Officer Notes: 02/20/2007 As an individual - See Spracewood Painting Corp Company Name Address City State Zip Code Nu-Look Painting & Wallpapering Inc 151-60 7th Avenue Whitestone NY 11357 FEIN: Barred Until FiscaIOfficer Notes: 11-3389457 08/04/2009 AG and TF Painting Corp. and Tarcisio Ferreira, individually. Plea agreement with the A.G.'s Office. Company Name Address City State Zip Code Olympia Mechanical Piping & Heating Inc 3624 12th Avenue Brooklyn NY 1 ! 218 FEIN: Barred Until Fiscal Officer Notes: 11-3161641 08/18/2010 AG And Steven Tischler and Solomon Werzberger as individuals. Plea Agreement with District Attorney Company Name Olympic Window Installers lnc FEIN: Barred Until 22-3034903 07/21/2008 ~ Company Name Address City 174 Lincoln Avenue Hawthome Fiscal Officer Notes: DOL and Carl and Russell Babb as individuals State Zip Code NJ 07506 Address City State Zip Code Ontario Flooring Company FEIN: Barred Until 16-1554554 02/06/2008 296 Rogers Parkway Rochester NY Fiscal Officer Notes: DOL See George J Leva Sr. Debarment period extended afteT additional violation 14617 Company Name Oswego Trucking & Leasing FEIN: Barred Until 16-I371814 07/21/2008 Address 258 Washington Blvd Fiscal Officer Notes: DOL Falsified records City State Zip Code Oswego NY 12801 Company Name P & H Supply Company Inc FEIN: Barred Until 13-3868727 05/25/2009 Address City State Zip Code 241-A Harrison Avenue Harrison NY 10528 Fiscal Officer Notes: DOL Multiple willful violations - debarment period extended after additional willful violations Company Name P&T Iron Works FEIN: Barred Until 13-3895133 06/01/2010 Address City State Zip Code 59 Plain Avenue Ne~v Rochelle NY 10801 Fiscal Officer Notes: and Amodio Russo individually. Falsification of payroll records. Settlement Agreement with A.G.'s office Company Name Pachyderm Enterprises lnc FEIN: Barred Until 00-1386527 05/24/2009 Address City State Zip Code 1537 Union Street Schenectady NY 12309 Fiscal Officer Notes: DOL And Willie Jones and Mary Newsom as individuals - Multiple willful violations Tuesday, January 23, 2007 Page 19 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Paint Cit7 Contractors Inc P O Box 8808 Baltimore MD 2 ! 224 FEIN: Barred Until Fiscal Officer Notes: 52-1764775 03/07/2007 DOL Falsified payrolls Company Name Paragon Plate Glass Inc FEIN: Barred Until 16-1113039 11/07/2011 Address City State Zip Code 210 Factory Street Watertown NY 13601 Fiscal Officer Notes: DOL And Thomas E Mooney individually as President of Paragon Plate Glass Inc - falsified payrolls Company Name Address Pardee Constmcfion FEIN: Barred Until Fiscal Officer Notes: 16-1557064 03/12/2009 See Dalton Steel Inc. City State Zip Code Company Name Paul M Maintenance Inc FEIN: Barred Until l 1-3287638 07/02/2007 Address City State Zip Code 7 Gatewood Drive Hauppague NY 11788 Fiscal Officer Notes: DOL Falsified payrolls Company Name Perry Jacobs FEIN: Barred Until 12/04/2010 Address City State 736 Sherman Dr-Box 8015 Utica NY Fiscal Officer Notes: As an individual. See Precision Site Work Inc. - debarment period extended Zip Code 13505 Company Name Pete Forakis FEIN: Barred Until 03/07/2007 Address City State Zip Code P O Box 8808 Baltimore MD 21224 Fiscal Officer Notes: DOL Multiple willfuls - Paint City Contractors Inc and Panagiotis Forakis dba Pete Forakis Company Name Pettit & Pettit ]nc FEIN: Barred Until 16-1576164 03/21/2010 Address City State Zip Code 7 Schuyler Street Belmont NY 14813 Fiscal Officer Notes: DOL Multiple willful violations Company Name Pipejackers Inc FEIN: Barred Until 11-2209596 06/26/2007 Address City State Zip Code 15 East Bartlett Road Middle Island NY 11953 Fiscal Officer Notes: DOL Company Name Port Ewen Trucking Corp FEIN: Barred Until 11-3484639 02/19/2008 Address City State Zip Code 2013 Flatbush Avenue Brooklyn NY 11234 Fiscal Officer Notes: DOL Also at 99 St. Nicholas Avenue, Brooklyn, NY 11237. As a a substantially owned-affiliated entity and/or successor of Cavalier Construction Corp. Falsification of Company Name Precision Site Work Inc FEIN: Barred Until 16-1609167 12/04/2010 Address City State Zip Code 736 Sherman Dr - Box 8015 Utica NY 13505 Fiscal Officer Notes: DOL And its president, Perry Jacobs, as an individual. Falsification of payroll records - debarment period extended l-uesday, Januar3 23, 2007 Page 20 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT ~Company Name Rainbow Mechanical Systems Inc FEIN: Barred Until 01/28/2007 Address City State Zip Code 4249 Colden St - Suite 3 Flushing NY 11355 Fiscal Officer Notes: NYC Plea agreement Company Name Rainbow Renovations Inc FEIN: Barred Until 11-3542626 08/03/2011 Address City State Zip Code 35-44 Crescent Street Long Island City NY 11106 Fiscal Officer Notes: AG Additional addresses: 22-15 47th Street, Astoria, NY 11105 and 35-34 31 st Street, Long Island City, NY 11106. Gerasimo Andrianis debarred as an individual. Company Name Address City State Zip Code Rapid Demolition Co Inc 2550 West 13th Street Brooklyn NY 11223 FEIN: Barred Until Fiscal Officer Notes: 11-2869485 11/18/2007 NYC And successors Company Name Rebecca Gallo-Wood FEIN: Barred Until 05/18/2009 Address City Fiscal Officer Notes: As an individual. See Diracon Commercial Contractors. State Zip Code Company Name Address City Republic Construction & Management Inc 8111 7th Avenue Brooklyn FEIN: Barred Until Fiscal Officer Notes: 11-3178177 12/10/2007 NYC and Azam Ali Chaudlu~ - falsified payrolls - plea agreement State Zip Code NY l 1228 Company Name Address City State Zip Code t Robbye Bissesar 89-51 Springfield Blvd Queens Village NY 11427 FEIN: Barred Until Fiscal Officer Notes: As an individual. See Star International lnc -permanently debarred Company Name Address City State Zip Code Robert Amendola 1084 Sunrise Highway Amityville NY 11701 FEIN: Barred Until Fiscal Officer Notes: 03/19/2008 As an individual. See Westwood Fence Corp. Company Name Address City State Zip Code Robert DeMonte 367 Veterans Memorial Hwy Commack NY 11725 FEIN: Barred Until Fiscal Officer Notes: 01/10/2010 As an individual. See L & T Plumbing Corp. Company Name Address City State Zip Code Robert W Metzgar l 1365 Center Road Sheridan NY 14135 FEIN: Barred Until Fiscal Officer Notes: 04/04/2010 DOL dba King Machine - Also as an individual. Company Name Roger A Hoek Jr FEIN: Barred Until 06/10/2010 Address City Fiscal Officer Notes: See N F K Excavating and Construction ]nc State Zip Code Company Name Address City State Zip Code Rudolph Neuss 8 Far Horizons Drive Newburgh NY 12550 FEIN: Barred Until Fiscal Officer Notes: 09/06/2011 DOL As an individual - see Neuss Construction lnc Tuesday, January 23, 21i}07 Page 21 o1'26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Rusmar Environmental Services Corp 703 Atlantic Avenue Rochester NY FEIN: Barred Until Fiscal Officer Notes: 16-1492326 12/22/2009 AG And John Bradford as an individual. Falsified payrolls. Plea agreement. Zip Code 14609 Company Name Russell Babb FEIN: Barred Until 07/21/2008 Address City Fiscal Officer Notes: As an individual - See Olympic Window Installers Inc State Zip Code Company Name Address S & B Construction & Contracting Ltd 78 Wohseepee Road FEIN: Barred Until Fiscal Officer Notes: 11-2987611 04/15/2007 DOL City State Zip Code Brightwaters NY 11718 Company Name Sawas A. Sawa FEIN: Barred Until 10/14/2008 Address City Fiscal Officer Notes: See Euro Craft Restoration lnc State Zip Code Company Name Scott Bendersky FEIN: Barred Until 04/15/2007 Address City State Zip Code 78Wohseepee Road Brightwaters NY 11718 Fiscal Officer Notes: DOL Individually and as Officer and/or Shareholder of S & B Construction and Contracting Company Name Address City State Zip Code Sean Campion P O Box 82 Valatie NY 12184 FEIN: Barred Until Fiscal Officer Notes: 10/14/2008 dba Everlasting Slate - as an individual Company Name Address City State Zip Code Shirley J Pardee 197 U S Route I l Central Square NY 13036 FEIN: Barred Until Fiscal Officer Notes: 03/12/2009 As an individual. See Dalton Steel lnc dba Pardee Construction. Company Name Address City State Zip Code Signal Construction LLC 199 Grider Street Buffalo NY 14215 FEIN: Barred Until Fiscal Officer Notes: 16-1610415 11/14/2011 DOL Multiple willful violations Company Name Address City State Zip Code Solomon Werzberger 56 Lyncrest Drive Monsey NY 10952 FEIN: Barred Until Fiscal Officer Notes: 08/18/2010 As an individual. See Olympia Mechanical Piping & Heating Incorporated Company Name Address Southwestern General Contracting lnc 1586 Gowans Road FEIN: Barred Until Fiscal Officer Notes: 16-1569822 10/08/2009 DOL Falsification of records City State Zip Code Angola NY 14006 Tuesday, January 23, 2007 Page 22 of 2~ LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Sprucewood Painting Corp VEIN: Barred Until 11-2949533 02/20/2007 Address City State Zip Code 94 Cleveland Avenue Massapequa NY 11758 Fiscal Officer Notes: NYC and Nikolaos D. Varelakis, Susan E. Varelakis and John Varelakis, as individuals. Multiple willful violations and falsified payroll records. Assurance of Discontinuance/Settlement Agreement. Company Name Stamatia Kallergis VEIN: Barred Until 08/07/2008 Address City State 159 92nd Street Brooklyn NY Fiscal Officer Notes: As an individual. See Franco Paints, Inc. and Mida Painting Ltd Zip Code 11209 Company Name Star International lnc VEIN: Barred Until 00-1613496 Address City State 89-51 Springfield Blvd Queens Village NY Fiscal Officer Notes: DOL Also Robbye Bissesar. Falsified payroll - permanently debarred Zip Code l 1427 Company Name State Environmental Services lnc VEIN: Barred Until 11-3164259 02/25/2008 Address City State Zip Code 1801 Stillwell Avenue Brooklyn NY 11223 Fiscal Officer Notes: NYC Plea agreement Company Name Steve J Nictas c/o J Barr Constr VEIN: Barred Until ] 2/14/2009 Address City 119-51 Metropolitan Ave Jamaica Fiscal Officer Notes: DOL As an individual - See J Bart Construction Corp. State Zip Code NY 11415 ~ Name Steve Menzer FEIN: Barred Until 07/17/2009 Address City 62 Neulist Avenue Port Washington Fiscal Officer Notes: As an individual. See Bat-Jac Constraction State Zip Code NY 11050 Company Name Steven Tischler FEIN: Barred Until 08/18/2010 Address City State 1465 46th Street Brooklyn NY Fiscal Officer Notes: As an individual. See Olympia Mechanical Piping & Heating Incorporated Zip Code 11212 Company Name Super Structure Builders lnc FEIN: Barred Until 11-3487355 02/19/2008 Address City State Zip Code 99 St Nicholas Avenue Brooklyn NY 11237 Fiscal Officer Notes: DOL Also at 2013 Flatbush Avenue, Brooklyn, NY 11234. As a substantially owned-affiliated entity and~or successor of Cavalier Construction Corp. Falsification of records Company Name Superior Jamesto~vn Corporation VEIN: Barred Until 16-1381131 03/17/2008 Address City State Zip Code 55 Jones-Gilford Avenue Jamestown NY 14701 Fiscal Officer Notes: NYC Falsified payroll records Company Name Susan E. Varelakis FEIN: Barred Until 02/20/2007 Address City 94 Cleveland Avenue Massepequa Fiscal Officer Notes: As an individual - See Sprucewood Painting Corp State Zip Code NY 11758 Tuesday, January 23, 2007 Page 23 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code T J Wilson Electric Inc 263 Waverly Avenue Mamaroneck NY 10543 FEIN: Barred Until Fiscal Officer Notes: 13-3615112 02/10/2007 NYC Falsified payrolls Company Name Tamisio Ferreira FEIN: Barred Until 08/04/2009 Address City State Zip Code 151-60 7th Avenue Whitestone NY 11357 Fiscal Officer Notes: AG and Nu-Look Painting & Wallpapering Inc and TF Painting Corp. Plea agreement with A.G.'s Office. Company Name 'IF Painting Corp FEIN: Barred Until 08/04/2009 Address City State Zip Code 151-60 7th Avenue Whitestone NY 11357 Fiscal Officer Notes: AG and Nu-Look Painting & Wallpapering Inc. and Tarcisio Ferreira, individually. Plea agreement with A.G.'s Office. Company Name Thomas E Mooney FEIN: Barred Until 11/07/2011 Address City State Zip Code 164 Winslow Street Watertown NY 13601 Fiscal Officer Notes: As an individual. Additional address: 150 Clinton Street, Apt 6, Watertown, NY 13601. See Paragon Plate Glass Inc Company Name Thomas Hanlon FEIN: Barred Until 09/11/2008 Address City Fiscal Officer Notes: As an individual. See Hamax Construction Corp State Zip Code Company Name Thomas L Smells FEIN: Barred Until 06/30/2009 Address City State 24 Miller Street Rochester NY Fiscal Officer Notes: DOL dba LTS Construction - also as an individual. Falsified payrolls. Zip Code 14605 Company Name Thomas Masonry & Concrete lnc FEIN: Barred Until 16-1535306 08/18/2009 Address 803 West Avenue, Ste 207 Fiscal Officer Notes: DOL Multiple willful violations City State Zip Code Rochester NY 14611 Company Name Thomas Masonry Enterprise Inc FEIN: Barred Until 73-3103284 08/i 8/2009 Address City State Zip Code 955 Buffalo Road Rochester NY 14624 Fiscal Officer Notes: DOL Multiple willful violations Company Name Tommaso Allocca FEIN: Barred Until 08/01/2010 Address City State Zip Code 15 Pine Aire Drive Bay Shore NY 11706 Fiscal Officer Notes: DOL As an individual. T/A A & D Contracting Corp. Falsification of payroll records Company Name Topo-Metrics Inc FEIN: Barred Until 11-2465550 04/22/2009 Address City 432 Park Avenue South New York Fiscal Officer Notes: DOL Falsification of payroll records State Zip Code NY 10016 Tuesday, January 23, 2007 Page 24 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Topor Contracting Inc 153 Fillmore Avenue Buffalo NY 14210 FEIN: Barred Until Fiscal Officer Notes: 16-1590680 04/27/2009 DOL Falsified payrolls Company Name Address City Tower Building Maintenance and Mgmt 347 Kingsland Avenue Brooklyn FEIN: Barred Until Fiscal Officer Notes: 11-3042307 11/24/2008 DOL Additional willful violations - debarment period extended State Zip Code NY 11222 Company Name Tri-State Building Contractors lnc FEIN: Barred Until 14-1765905 05/24/2009 Address 108 Sparrow Ridge Road Fiscal Officer Notes: DOL Falsified payroll records City State Zip Code Carmel NY 10512 Company Name Tropic Construction Corp FEIN: Barred Until 11-2659640 08/16/2010 Address City State Zip Code 5945 56th Avenue Maspeth NY 11378 Fiscal Officer Notes: DOL and Marangos Construction and Charles Marangoudakis individually. Multiple willful violations Company Name Address City Two By Four CarpenUy and Constr lnc 132 W 129th St-Ste 4W New York FEIN: Barred Until Fiscal Officer Notes: 08/12/2009 AG dba of Harrison Jarvis. Plea agreement with A.G.'s Office. State Zip Code NY 10027 Company Name FEIN: Barred Until 04/14/2010 Address City State Fiscal Officer Notes: AG As an individual. See Howard K Enterprise Inc and Howard Klm Zip Code Company Name Vardo Construction Corporation FEIN: Barred Until l 1-2694892 01/08/2009 Address City 1850 Steinway Street Long Island City Fiscal Officer Notes: DOL And Lorenzo DeVardo as an individual. Falsified payrolls State Zip Code NY 11105 Company Name VICO Mechanicals Systems Inc FEIN: Barred Until 01/28/2007 Address c/o S.Zeitlin 50 Court St Fiscal Officer Notes: NYC Plea agreement City State Zip Code Brooklyn NY 11201 Company Name Address City Victory Roofing & Contracting Co lnc 265 Victory Boulevard Staten Island FEIN: Barred Until Fiscal Officer Notes: 38-0100331 04/14/2008 DOL and Musa Pacuku as in individual. Falsification of records State Zip Code NY 10301 Company Name Viva Victoria Enterprises Ltd FEIN: Barred Until 11-3355466 06/12/2011 Address 10317 90th Street Fiscal Officer Notes: NYC Falsification of records City State Zip Code Ozone Park NY 11417 Tuesday, January 23, 2007 Page 25 of 26 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code W & B Mechanical Corp 303 Ten Eyck Street Brooklyn NY 11206 FEIN: Barred Until Fiscal Officer Notes: l 1-1340725 03/05/2010 DOL aka White and Blue Sheet Metal Inc and Eliyhu Benyamin as an individual. Falsification of records. Company Name W J Grinder Roofing Company FEIN: Barred Until 16-0846854 10/18/2009 Address City State Zip Code 1765 Mt Read Boulevard Rochester NY 14606 Fiscal Officer Notes: DOL As a substantially affiliated employer. See A A General Conttactors, Inc. Multiple violations Company Name Westwood Fence Corp FEIN: Barred Until 11-3084236 03/19/2008 Address City State Zip Code 1084 Sunrise Highway Amityville NY 11701 Fiscal Officer Notes: And Robert Amendola as an individual. Falsified payrolls. Plea agreement entered into with Suffolk County D.A?s Office. Company Name White and Blue Sheet Metal Inc FEIN: Barred Until 03/05/2010 Address City 303 Ten Eyck Street Brooklyn Fiscal Officer Notes: See W & B Mechanical Inc. State Zip Code NY 11206 Company Name Wiley Development Co Inc FEIN: Barred Until 16-1363561 08/11/2009 Address City State Zip Code 235 Northampton Street Buffalo NY 14208 Fiscal Officer Notes: DOL Falsified payroll records Company Name William Valentine FEIN: Barred Until 09/I 1/2008 Address City Fiscal Officer Notes: As an individual. See Hamax Construction Corp State Zip Code Company Name Willie Jones FEIN: Barred Until 05/24/2009 Address City 1537 Union Street Schenectady Fiscal Officer Notes: DOL As an individual. See Pachyderm Enterprises Inc State Zip Code NY 12309 Company Name Winston J Goins Sr FEIN: Barred Until 05/01/2011 Address City State 87 Mailing Drive Rochester NY Fiscal Officer Notes: As an individual - see Lighming Fast Labor Force Services lnc Zip Code 14621 Company Name Wintech Contracting lnc FEIN: Barred Until 13-3139312 07/22/2009 Address City State Zip Code 1950 E Main St - Ste 205A Mohegan Lake NY 10547 Fiscal Officer Notes: DOL Falsified payroll records Company Name Zaffmo Construction Company Inc FEIN: Barred Until 11-2139574 09/29/2008 Address City State Zip Code 162 Atlantic Avenue Lynbrook NY 11563 Fiscal Officer Notes: AG And Angelo Zaffuto (President of ZCCI) and Joseph Zaffuto (Key Person to ZCCI), as individuals -Settlement Agreement Tuesday, January 23, 2007 Page 26 of 2o SECTION 00125 -STANDARD INSURANCE REQUIREMENTS TOWN OF SOUTHOLD CONTRACT INSURANCE REQUIREMENTS INSURANCE IDENTIFICATION: THE BID NUMBER IS TO APPEAR ON ALL INSURANCE CERTIFICATES INDEPENDENT CONTRACTOR: The Corporation/Contractor/Agency/Consultant, is an independent contractor and covenants and agrees that it, its agents, servants and/or employees will neither hold itself/themselves out as, nor claim to be an employee, servant or agent of the TOWN OF SOUTHOLD, and that it, its agents and employees will not make claim, demand or application to or for any right or privilege applicable to an officer or employee of the TOWN OF SOUTHOLD including, but not limited to Worker's Compensation coverage, Unemployment Insurance benefits, Social Security coverage or retirement membership or credit. INSURANCE: Conlractor/vendor shall not commence work under this contract until he has obtained all insurance required under the following paragraphs, and the TOWN OF SOUTHOLD has approved such insurance. WORKERS' COMPENSATION: Contractor/vendor shall take out and maintain during the life of this contract, such insurance as will protect both the owner and the contractor from claims under worker's compensation acts and amendments thereto and from any other claims for property damage and for personal injury including death, which may arise from operations under this contract, whether such operations by contractor or by any other party directly or indirectly employed by the contractor. Copy of Certificate to be provided to the TOWN OF SOUTHOLD. DISABILITY INSURANCE & UNEMPLOYMENT INSURANCE: Contractor/vendor shall take out and maintain during the entire term of the contract any disability benefits and unemployment insurance as required by law. Copy of Certificate to be provided to the TOWN OF SOUTHOLD. GENERAL LIABILITY INSURANCE: The contractor/vendor shall take out and maintain during the life of the contract, such bodily injury liability and property damage liability insurance as shall protect him and the Town from claims for damages for bodily injury including accidental death, as well as from claims for property damage which may arise from operations under this contract, whether such operations be by himself or by any subcontractor or by anyone directly or indirectly employed by either of them. It shall be the responsibility of the contractor/vendor to maintain such insurance in amounts sufficient to fully protect himself and the Town, but in no instance shall amounts be less than those set forth below. These amounts are specified only to establish the minimum coverage acceptable. Bodily injury liability and property damage liability insurance in an amount not less than $1,000,000 (one million dollars) for damages on account of any one accident, and in an amount of not less than $2,000,000 (two million dollars) on account of all accidents (general aggregate). EXCESS/UMBRELLA INSURANCE: The contractor/vendor shall take out and maintain during the life of the project an excess/umbrella insurance policy in an amount of not less than $5,000,000 (Five million dollars) each occurrence and aggregate. OTHER CONDITIONS OF COMMERCIAL GENERAL LIABILITY INSURANCE: 1. Coverage shall be written on commercial general liability form. 2. Coverage shall include: 00125 SECTION 00125 -STANDARD INSURANCE REQUIREMENTS A. Contractual liability B. Independent contractors C. Products and completed operations AUTOMOBILE LIABILITY INSURANCE: Automobile bodily injury liability and property damage liability insurance shall be provided by the contractor/vendor with a minimum combined single limit (CSL) of $1,000,000 (one million dollars). OTHER CONDITIONS OF AUTOMOBILE LIABILITY INSURANCE: Coverage shall include: A. All owned vehicles B. Hired car and non-ownership liability coverage C. Statutory no-fault coverage ADDITIONAL CONDITIONS OF INSURANCE: 1. Contractor/vendor shall submit copies of any or all required insurance policies as and when requested by the Town. 2. If any of the contractor's/vendor's policies of insurance are cancelled or not renewed during the life of the contract, immediate notice of cancellation of non-renewal shall be delivered to the Town no less than 10 days prior to the date and time of cancellation or non-renewal. CERTIFICATE OF INSURANCE: The contractor/vendor shall file with the TOWN OF SOUTHOLD prior to commencing work under this conU'act, a certificate of insurance. 1. Certificate of insurance shall include: C. E. G. Name and address of insured Insurance company name Policy number Limits of liability for all policies included on certificate B. Issue date of certificate D. Type of coverage in effect F. Inception and expiration dates of policies included on certificate. Description of operations/locations/etc. Box must include the statement: "THE TOWN OF SOUTHOLD IS LISTED AS ADDITIONAL INSURED" CERTIFICATE HOLDER SHALL BE LISTED AS: TOWN OF SOUTHOLD 53095 MAIN ROAD PO BOX 1179 SOUTHOLD, NEW YORK 11971 If the contractor's/vendor's insurance policies should be non-renewed, cancelled or expire during the life of the contact, the Town shall be provided with a new certificate indicating the replacement policy information as requested above. Thirty days (30) prior written notice to the TOWN OF SOUTHOLD for cancellation is applicable. 00125 SECTION 00130 - GENERAL CONDITIONS INDEX 1. Definitions of Terms 2. Standards of Workmanship 3. Samples 4. Manufactured Materials 5. Laboratory 6. Shop Drawings 7. Permits 8. Plans and Specifications 9. Cutting, Patching and Digging 10. Errors, Omissions and Discrepancies 11. Temporm3, Toilet 12. Proper Method of Work and Proper Materials 13. Inspection 14. Waiver 15. Water and Electric Power 16. Machinery and Equipment 17. Maintenance 18. Schedule of Operations 19. Right to Use Work 20. Notice of Waming 21. Waming Signs 22. Accident Prevention 23. Damages 24. Maintenance of Traffic 25. Final Site Cleaning 26. Protection of Land Markers, Trees, Shrubs, and Property 27. Protection of Utilities 28. No Damages for Delay 29. Record Keeping 30. Subcontractors and Suppliers 31. Penal Law O013O SECTION 00130 - GENERAL CONDITIONS 1. DEFINITIONS OF TERMS: Whenever the following words and expressions are used in the Specifications, it is understood that they have the meaning de£med below: PI ~ANS: All official drawings or reproductions of drawings pertaining to the work or to any structure connected therewith. ~PECIFICATIONS: The body of directions, requirements, descriptions, etc. contained in this document, together with all documents of any description and agreements made (or to be made) pertaining to the methods or manner of performing the work and/or to the quantities and quality of materials to be furnished and accepted under this Contract. OWNER: Shall mean Town Board, Town of Southold. ENGINEER: Design l~eamed: lnc. (Engineer) as engaged by the Owner and duly authorized to represent the Owner in the execution of the work covered by the consultants and assistants engaged by the Owner and the to the extent of the particular duties entrusted to them. CONTRACT: Collectively, the Contract executed by the Owner and the Contractor, Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Special Conditions, Specifications, Construction Drawings, Addenda, Performance Bonds, and all supplemental agreements made or to be made. CONTRACTOR: The party of the second part hereto, whether corporation, firm or individual, or any combination thereof, and successor, personal representatives, executors, administrators and assigns, and any person, firm or corporation who or which shall at any time be substituted in place of the second part under this Contract. INSPECTOR: An authorized representative of the Owner or his Engineer assigned to make any and all necessary inspections of the work performed and the materials furnished by the Contract. MATERIAl.S: Any approved materials acceptable to the Engineer and conforming to the requirements of these Specifications. WORK: All of the work proposed to be accomplished at the site of the project, and all such other work as is in any manner required to accomplish the complete project. This includes all plant, labor, materials, supplies, equipment and other facilities and acts necessary or proper or incidental to the carrying out and completion of the terms of this Contract. The term "work performed" shall be construed to include the material delivered to and suitably stored at the site of the project. 2. STANDARDS OF WORKMAN,qHIP: The apparent silence of the Specifications as to any detail or an apparent omission from them of a detailed description concerning any work to be done and materials to be furnished shall be regarded as meaning that only the best general practice observed in the latest current construction work is to prevail and that only material and workmanship of first quality is to be used in this connection and all interpretations of these Specifications shall be made upon this basis. 00130 SECTION 00130 - GENERAL CONDITIONS 3. SAMPI~E~: The Contractor shall furnish for approval, all samples as directed. The work shall be in accordance with approved samples. Samples shall be submitted in ample time so as to prevent delay in fabrication or ordering of materials, allowing for a reasonable time for the Engineer or Architect to consider the samples submitted and, if necessary, to permit a msubmission of samples to the Engineer or Architect until approval is given. Work and material shall be furnished and executed in accordance with approved samples, in every aspect. Each sample shall be labeled, beating material, name and quality, Contractor's name, date and other pertinent data. Unless otherwise specified, samples shall be in duplicate and of adequate size to show quality, type, color, range and fmish and texture of material. Materials shall not be ordered until approval is received in writing from Engineer or Architect. 4. MANIIFAC~TIlREI~ MATI*RIAI,S: Where several materials are specified by name, the Engineer shall have the right, before execution of the Contract, to require any and all bidders to state the materials upon which they based their bid. Where any materials are specified by name or trade name, or by catalog number of a company or companies, the Contractor shall furnish the article mentioned unless approval of the Engineer is obtained in writing for a subsfituton. Should Contractor desire to substitute another material for one or more specified by name, he shall apply in writing for such permission and state credit or extra involved. He shall also provide supporting data and samples for Engineer's consideration. Unless particularly specified otherwise, all manufactured articles, materials and equipment shall be applied, assembled, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer and including the necessary preparation to properly install the work. Where reference is made to manufacturer's directions, the Contractor shall submit such directions to the Engineer as required. The materials used in construction shall be disposed as not to endanger the work, and so that full access may at all times be had to partly completed work and structures and they shall be so disposed as to cause no injury to those having access to the work or any of the units. All labor shall be performed in the best and most workmanlike manner by mechanics skilled in their respective trades. Standards of work required throughout shall be of such grades as will bring first- class results only. The type of labor employed by the Contractor shall be such as will insure the uninterrupted continuity of the entire work, without conflict of any kind. 5. I ~ARORATORV: Laboratories shall be designated for testing the materials to be used under the Contract where applicable. Where tests are made by other than the designated laboratories, two certified copies showing correctly the chemical analysis and physical tests shall be furnished to the Engineer. 6. ,qHOP DRAWINC.~q: The Contractor shall submit to the Engineer six (6) copies of all shop drawings and schedules and no work shall be fabricated until his approval has been given. All shop drawings submitted to the Engineer must be in English, and must bear the Contractor's stamp of OO13O SECTION 00130 - GENERAL CONDITIONS approval evidencing that the drawings have been checked. The Contractor will make any corrections in the drawings required by the Engineer and will file with the Engineer four corrected copies. Approval by the Engineer of such drawings or schedules shall not relieve the Contractor from responsibility for (a) errors of any sort in shop or setting drawings or schedules; or (b) deviations from Plans and Specifications unless the Contractor, at the time of submission of said drawings and schedules, has given notice to the Engineer of any such deviations. 7. PERMITg: 7.1 Municipal: All work in connection with the installation of pipes or other underground structures of a like nature either within or without the limits of the highway, shall follow all the provisions as contained herein together with the provisions, as they apply, of the Highway Law, Roads Opening, Section 149, and Section 198 Town Law, with all subsequent changes, additions or corrections thereto. A. The Contractor shall obtain from the Building Department a certificate of occupancy, whenever the scope of work of the Contract provides for the construction of a building or structure, or for modification or alteration of a building or structure, so that a certificate of occupancy, or a revised certificate of occupancy is required under state and/or local law. The Owner shall be responsible for obtaining the building permit and permit(s) pre-requisite thereto, including but not limited to the following, unless Contractor is specifically required to obtain the same pursuant to other provisions of this document: (1) (2) (3) [Inildin~, hermit Fire prevention permit Health DepartmenffApplicafion tn cnn~tmct a) b) Sanitary system including SPDES permit Hazardous materials storage The following additional permits when required under law shall also be obtained by the Owner: (1) (2) (3) NYSDEC permit(s) Town Division of Environmental Protection U.S. Army Corp of Engineers The Contractor shall give all notices, and comply with all laws, ordinances, roles, regulations and conditions of the permits, bearing on the conduct of the work as drawn and specified, and shall be responsible for acquisition of all pertinent information necessary for such compliance. The Contractor shall be responsible for: (1) Coordinating all building department and other department and agency inspections and approvals, (2) Obtaining U.L. approvals, (3) Health Department inspections and approvals, (4) Obtaining final certificate of occupancy. 00130 SECTION 00130 - GENERAL CONDITIONS On projects involving multiple contracts, it shall be the responsibility of the "General Contractor" to coordinate with the building department and other agencies and to obtain the certificate of occupancy. It shall be the responsibility of the mechanical contractors (prime contractors other than the G.C.) to coordinate inspections and approvals of that part of the project, which falls within the scope of their contract with the G.C., and/or as may be appropriate, directly with the approving agency. In the event that one or more of the contractors on a multi-contract project fails to perform the work in a timely manner, thereby causing undue delay in the completion of the project, and the issuance of the certificate of occupancy, the owner shall in that event, have the option to exercise "The owners right to stop work or terminate contract" as provided for in the conditions of the contract. B. Pipen and 1 lnder?'nnnd .qtmemres: All work in connection with the installation of pipes or other underground sl~'uctures of a like nature either within or without the limits of the highway, shall follow all the provisions, as they apply, of the Highway Law, Roads opening, Section 149, and Section 198 Town Law, with all subsequent changes, additions or corrections thereto. C. Any work to be performed within the Town Highway right-of-way will require a Town Highway Department road-opening permit. Obtaining of the permit and subsequent release/approval shall be the responsibility of the Contractor. Acceptance of the contractor's performance bond in lieu of the Contractors road-opening bond shall be at the option of the Highway Department. 7.2 Suffalk Coun~: All permits required for opening County roads and making connections with County drains will be obtained by the Owner. A copy of the permit, which must be kept on the job at all times, will be supplied to the Contractor. The Contractor will not be permitted to open any County road or make any connection to any County drain until he has been supplied with this permit. (a) Department nf lh~hlic Wnrks All permits required for opening County roads and making connections with County drains, will be obtained by the Owner. A Copy of the permit, which must be kept on the job at all times, will be supplied to the Contractor. The Contractor will not be permitted to open any County road or make any connection to any County drain until he has been supplied with this permit. The Contractor shall be responsible for conformance to all conditions of the permit and for the subsequent release/approval. (b) Department of Health Services: The Contractor shall be responsible for obtaining approvals pursuant to Health Department permits described in paragraph 7.1A. 00130 SECTION 00130 - GENERAL CONDITIONS 7.3 State of New York: The Contractor shall obtain all necessary New York State highway permits whenever the Contract requires any work to be done within or upon existing State highway right-of- ways. These permits shall be obtained t~om the District Office in Hauppauge prior to the performance of the work. Upon application for the permit, the Contractor will be required to supply the following: (1) Three (3) copies of a sketch or print showing description and location of the proposed work. The Engineer will supply these prints to the Contractor. (2) Contingent liability insurance for the State (in addition to his own liability insurance) shall be furnished in amounts and manner as required by the State of New York. The contingent protective liability and completed operations liability insurance policy to cover: "The people of the State of New York and/or the Superintendent of Public Works covering liability arising with respect to all operations through highway permits by permittee or by anyone acting by, through or for the permittee, including omissions and supervisory acts of the State", in the amount of personal injury (including death) and property damage as required. 8. PI,ANS ANB ~PECIFIC. ATION~: The Contractor will be furnished with five sets of Plans and Specifications giving all the details and dimensions necessary for carrying out the work. One copy of Plans and Specifications furnished to the Contractor must be kept constantly on the site. Anything shown on the Plans and not mentioned in the Specifications or mentioned in the Specifications and not shown on the Plans and all the work and materials necessary for the completion of the work according to the intent and meaning of the Contract shall be furnished, performed and done as if the same were both mentioned in the Specifications and shown on the Drawings. Any conflict or inconsistency between the Plans and Specifications, or any discrepancy between the figures and scale of Drawings, shall be submitted by the Contractor to the Engineer, whose decision thereon shall be conclusive. In the event the meaning of any portion of the Specifications or Drawings or any supplementary drawings or instructions of the Engineer is doubtful, the same shall be understood to call for the best type of construction, both as to materials and workmanship, which reasonably can be interpreted. All materials and workmanship must be strictly in accordance with the Specifications. The Plans show approximate size, arrangement and location of the proposed work. The Engineer will give base lines, grades, shapes and dimensions and the Contractor shall construct the work exactly in accordance with such instructions of the Engineer subject, however, to change as provided for under the headings "Changes and Alterations" and "Compensation to be Paid to the Contractor". Additional copies of Plans and Specifications, when requested, will be furnished to the Contractor at cost of reproduction. The Contractor shall furnish to each of the subcontractors and materialmen such copies of the Contract Documents as may be required for their work. 00130 SECTION 00130 - GENERAL CONDITIONS 9. (~IITTINC'.: PATC~HINC'. AND I~I('.C. INC~., The Contractor shall do all cutting, fitting or patching of his work that may be required to make its several parts come together properly and fit it to receive or be received by work of other contractors shown upon or reasonably implied by Drawings and Specifications for the completed stvacture, and he shall make good after them as Engineer may direct. Any cost caused by defective or ill-timed work shall be borne by the party responsible therefor. The Contractor shall not endanger any work by cutting, digging or otherwise, and shall not cut or alter the work of any other contractor save with the consent of the Engineer. 10. ERROR,q: OM[q~qlON~ AND I~[qCREPANC. IE~q: a) If any errors, omissions or discrepancies appear in the drawings, Specifications or other documents, the Contractor shall, within ten days from receiving such Drawings, Specifications or documents, notify the Engineer in writing of such errors or omissions. In the event of the Contractor's failing to give such notice, he will be held responsible for the results of any such errors or omissions and the cost of rectifying the same. b) If, in the opinion of the Contractor, any work is shown on Drawings, or details, or is specified in such a manner as will make it impossible to produce a first class piece of work, or should discrepancies appear between the Drawings and/or Specifications, he shall refer the same to the Engineer for interpretation before proceeding with the work. If the Contractor fails to make such references to the Engineer, no excuse will thereafter be entertained for failure to carry out the work in satisfactory manner as directed. c) Should a conflict occur in or between the Drawings and Specifications and/or existing conditions, the Contractor shall be deemed to have estimated on the more expensive way of doing the work, unless he shall have asked for and obtained a decision in writing from the Engineer, before the submission of bids, as to which method or material will produce the results to the best interest of the Town. 11. TEMPORARV TOll,ET_. The Contractor shall provide and maintain a sanitary temporary toilet where directed by the Engineer. The temporary toilet shall be enclosed and weatherproof and kept in a sanitary condition at all times. Upon removal of the temporary outside toilet, the vault shall be disinfected, filled and all evidence of the toilet removed from the site. 12. PROPER METHOD OF WORE AND PROPER MATERIAI,,q: The Engineer shall have the power in general to direct the order and sequence of the work, which shall be such as to permit the entire work under this Contract to be begun and to proceed as rapidly as possible and such as to bring the several parts of the work to a successful completion at about the same time. If at any time before the commencement or during the progress of the work the materials and appliances used or to be used appear to the Engineer as insufficient or improper for assuring the quality of the work required, or the required rate of progress, he may order the Contractor to increase 00130 SECTION 00130 - GENERAL CONDITIONS their efficiency or to improve their character, and the failure of the Engineer to demand any increase of such efficiency or improvement shall not release the Contractor from his obligation to secure the quality of work or the rate of progress specified. During freezing or inclement weather, no work shall be done except such as can be done satisfactorily and in a manner to secure first-class construction throughout. All work shall be done in such a manner as will properly protect and support existing permanent structures, pipe lines, etc. 13. INSPECTION: Inspectors shall be authorized to inspect all work done on materials furnished. Such inspections may extend to all parts of the work and to the preparation or manufacture of the materials to be used. In case of any dispute arising between the Contractor and the Inspector as to materials furnished or the manner of performing the work, the Inspector shall have the authority to reject material or suspend the work until the question at issue shall be referred to and decided by the Engineer. The Inspector shall not be authorized to revoke, alter, enlarge, relax or release any requirements of these Specifications, nor to approve or accept any portion of the work, nor to issue instruction contrary to the Plans and Specifications. The Inspector shall in no case act as foreman or perform other duties for the Contractor or interfere with the management of the work by the latter. Any advice, which the Inspector may give the Contractor, shall in no way be construed as binding the Engineer nor the Owner in any way nor releasing the Contractor fi.om the fulfillment of the terms of the Contract. The Contractor shall be conclusively presumed to be acquainted with all existing conditions and to guarantee that all work and materials shall, upon final completion of the work, be turned over to the Owner in a complete and perfect condition and he shall be responsible for the proper care, maintenance and protection of all work and material until his entire Contract is completed and all work and materials found in good condition and accepted. The Contractor will be held responsible for the entire work until completed and accepted by the Engineer and the Owner. The Contractor shall, at all times, provide the Owners, Engineer, assistants and inspectors under him with necessary facilities for determining both on the work and at the places of manufacture, that all work being performed and all materials being manufactured are strictly in accord with the Contract. Until acceptance of work by the Owner, the Contractor shall be responsible for all damages to the work including action of the elements or any other cause whatsoever. The Contractor shall continuously and adequately protect the work against damage fi.om any cause. 14. WAIVER: Neither the inspection by the Owner or Engineer or any part of their employees nor any order, measurement or certificate by the Engineer nor any order by the Owner for the payment of any money nor any payment for or acceptance of, the whole or any part of the work by the Engineer or the Owner nor any extension of time nor any possession taken by the Owner or its employees shall operate as a waiver of any provision of this Contract or of any power herein reserved to the Owner or any right to damages herein provided; nor shall any waiver of any breach of the Contract constitute a waiver of any subsequent breach. Any remedy provided in this Contract shall be construed as cumulative; that is in addition to each and every remedy herein provided. 00130 SECTION 00130 - GENERAL CONDITIONS 15. WATER AND EI,ECTRIC POWER: All water and electric power supply for construction purposes must be provided by the Contractor. The cost shall be borne by the Contractor. 16. MACHINERV AND EQUIPMENT: All machinery, equipment, tracks and vehicles used in the prosecution of the work or in connection therewith, shall at all times be in proper working condition. The Contractor shall be responsible for curtaihng noise, smoke, fumes or any other nuisance resulting from his operations. He shall, upon written notification fi.om the Engineer, make any repairs, replacements, adjustments, additions, and furnish mufflers when necessary to fulfill these requirements. 17. MAINTENANCE: If, within one year from the date of issuance of the Final Certificate, any portion of the work shall, in the opinion of the Owner, require repairing, replacing, or rebuilding, the Contractor shall start such repairs within five (5) days after the receipt of notice from the Owner, and if the Contractor shall fail or neglect to start such repairs within the said five (5) days, the Owner may employ such other person or persons as they deem proper to make such repairs and pay the expense thereof out of any sum retained by them, provided nothing herein contained shall limit the liability of the Contractor or his Surety to the Owner for nonperformance of the Contractor% obligations at any time. 18. 8CHEDIII,E OF OPERATIONS: Within 5 days after the signing of the Contract, the Contractor shall submit a proposed program of operations, showing clearly how he proposes to conduct the work so as to bring about the completion of his work within the time limit specified. This program shall outline the proposed sequence of operations, the rotes of progress and the dates when his work will be sufficiently advanced to permit the installation of work under this Contract. 19. RIGHT TO USE WORK: The Owner may enter upon and use the whole or any portion of the work, which may be in condition to use any time previous to its final acceptance by the Owner. Such use shall not constitute or be evidence of acceptance by the Owner or the Engineer of the whole or any part of the material fumished or work performed under the Contract. 20. NOTICE OF WARNING: If the Contractor shall fail to make prompt payment to persons supplying labor or materials for the work, or refuse or fail to supply enough properly skilled workmen or proper materials or refuse or fail to prosecute the work or any part thereof with such diligence as will insure its completion within the period herein specified (or any duly authorized extension thereof) or fail to complete the work within said period or fail or refuse to regard laws, ordinances, codes, instructions of the Engineer, then the Engineer shall forward by registered mail to the Contractor, at the address given in the Contract, a Notice of Warning, and in the event the Contractor fails to comply with said Notice of Warning within five (5) days from receipt thereof, the Owner shall have the right to terminate the Contract. 21. WARNING 81GN~q: Contractor shall provide and maintain proper luminous warning and detour signs where directed by the Engineer. Obstructions such as stored materials, equipment and excavations shall be marked with not less than two lights, which shall be not more than 4 feet apart. O0130 SECTION 00130 - GENERAL CONDITIONS All lights shall be kept burning from one-half hour before sunset to until one-half hour after sunrise. 22. ACCIDENT PREVF, NTION: During the performance of the work, the Contractor shall exercise all reasonable precautions for the protection of persons and property. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment and all other physical hazards shall be guarded in accordance with the safety provisions of the Manual of Accident Prevention in Construction published by the Associated General Contractors of America to the extent that such' provisions are not inconsistent with Federal, State or Municipal laws or regulations. If any operation, practice or condition is deemed by the Engineer to be unsafe, he shall notify the Contractor in writing to take corrective action. Where, in the opinion of the Engineer, any operation, practice or condition shall be promptly discontinued and before the affected part of the work is resumed, remedial action taken. The Owner reserves the right to remedy any neglect on the part of Contractor as regards the protection of the work which may come to its attention, after 24 hours' notice in writing; except that in cases of emergency it shall have the right to remedy any neglect without notice, and in either case to deduct the cost of such remedy fi'om money due the Contractor. Nothing in the foregoing paragraphs shall be conslxued as relieving the Contractor fi'om full responsibility at all times for safe prosecution of the work. 23. DAMAGE,q: The Contractor shall pay and make good all losses or damages arising out of any cause connected with the Contract and shall indemnify and save harmless the Owner from any and all claims and any and all liability or responsibility of eve~ nature and kind for any loss, damage or injury which may be brought against the Owner or any of its officers or agents, by reason of, or connected with the work or materials furnished under the Contract and shall pay all costs and expenses of every kind, character, and nature whatever, occumng upon or arising out of the Contract. 24. MAINTENANCE OF TRAFFIC: All work under this Contract is to be completed within the time indicated in the Contract Agreement or as extended by the Owner. If in the meantime it should become necessary, because of the lateness of the season, or any other reason to stop the work, the Contractor shall at his own expense, open proper drainage ditches, erect temporary structures where necessary, prepare the roads so there will be minimum interference with traffic, set up and maintain a competent organization as directed by the Engineer, to keep the highways in first class condition for traffic, and take every precaution to prevent any damage or unreasonable deterioration of the work during the time it is closed. 25. FINAl, ,qlTE C1,EAR1NC.: Before final payment will be approved, the Contractor shall prepare the construction areas as follows: All basins, manholes and pipe as constructed shall be cleaned flee from accumulated construction dirt, silt, form work, etc., and all proper restoration as called for in the items of the Specifications shall be complete in every detail. The Contractor shall clean all construction areas free from accumulated forms, excavation fill, construction materials and 00130 SECTION 00130 - GENERAL CONDITIONS construction shanties. All areas shall be completed in every detail and shall be broom cleaned fi.om excess dirt and materials. 26. PROTEC!TION C}F I,AND MARl~ER~: TREE,q: ~qIIRIIR~: AND PROPERTY: Wherever in the conduct of the work, a monument marking a point of public or private survey is encountered or brought to view by excavation, the fact shall at once be communicated to the Engineer. In no case shall the Contractor remove the same until the location for resetting shall have been made by the Engineer. All monuments or land markings exposed to view when the work is first undertaken shall be carefully preserved and the greatest care exercised to prevent injury to or distmbance of position of the same. The anit price of all items shall include the cost of restoring to its former condition any sidewalks or curbs, as well as restoring any trees, shrubs or lawns that may be damaged during this construction. No additional payment will be made. The Contractor is required at his own expense to obtain any and all permits for use of private property if he uses such property for storage, transportation or accomplishment of the work under the Contract. Private property shall be cleaned up neatly, any damage repaired and premises restored to their original condition. 27. PROTECTION OF ITTII ,ITIE~q: The Contractor shall familiarize himself with the existence of structures of municipal and other public service corporations on or adjoining the site of the work, and give reasonable opportunity to and cooperation with the owners of these utilities in the work of reconstructing or altering them. Such reconstruction and alteration shall be so conducted as to delay or interfere as little as practicable with the work of the Contractor. Any additional cost of various items of work because of these utilities shall be included in the price bid for these items. The Engineer shall direct the public utility corporations to shift or remove those utility structures that may be necessary to permit the Contractor to carry out the work in accordance with the Plans. The Contractor shall not remove or cause to be removed, any structure or part of a structure owned by a public utility corporation without the approval of the Engineer. The Contractor shall cooperate with the public utility corporation whose structures (aerial, surface or subsurface) are within the limits of or along the outside of the right-of-way, to make it possible for them to maintain uninterrupted service. The Contractor shall conduct his operations in such a way as to delay or interfere as little as practicable with the work of the utility corporation. 28. NO I~AMAGE~ FOR DEl~AY: Notwithstanding any other provisions to this Contract, the Contractor agrees to make no claim for damages for delay in the performance of this Contract occasioned by any act of the Town or any of its representatives, and agrees that any such claim shall be fully compensated for by an extension of time to complete performance of the work as provided herein. This provision shall not apply to any act or omission to act of the Town or any of its representatives, wherein the same is done in bad faith and with deliberate intent to delay the Contractor in the performance of this Contract. 29. RECORD KEEPING: The Contractor shall establish and maintain complete and accurate 00130 SECTION 00130 - GENERAL CONDITIONS books, records, documents, accounts and other evidence directly pertinent to performance under this contract (hereinafter the "records"). The records must be kept for the balance of the contract tem~ and for six (6) years thereafter. 30. SIJBCONTRACTORg AND SIIPPI,IERg: Within five days after receipt fi.om the Engineer of notice to begin work, the Contractor will furnish written notice of names of all subcontractors to be employed on the project and the general items of work to be done by them. Simultaneously, the Contractor shall furnish written notice of the names of suppliers of materials to be used on the project. The Owner may disapprove for good cause any subcontractor or material supplier selected by the Contractor by giving written notice of its disapproval within five (5) days after receiving the names of subcontractors and material suppliers, to the Contractor who shall thereupon promptly notify the Owner of the names of the subcontractor or material supplier selected in replacement which shall again be subject to approval by the Owner. 31. PENAl, I,AW: Attention is called to Section 1918 of the Penal Law as follows: Con~tmction or blasting near pipes conveying cnmhn~fihle gas No person shall discharge explosives in the ground, nor shall any person other than a state or county employee regularly engaged in the maintenance and repair thereof excavate in any then existing street, highway, or public place, unless notice thereof in writing shall have been given at least seventy-two hours in advance to the person, corporation or municipality engaged in the distribution of gas in such territory. The person having direction or control of such work shall give such notice, and further he shall ascertain whether there is within one hundred feet in such street, highway or public place, or in the case of a proposed discharge of explosives within a radius of two hundred feet of such discharge, any pipe of any other person, corporation or municipality conveying combustible gas, and if thereby any such pipe, he shall also give such notice to any other such person, corporation or municipality. Provided, however, that in any emergency involving danger to life, health, or property it shall be lawful to excavate without using explosives if the notices prescribed herein are given as soon as reasonably possible, and to discharge explosives to protect a person or persons fi.om an immediate and substantial danger of death or serious personal injmy if such notices are given before any such discharge is undertaken. Any such work shall be performed in such manner as to avoid danger to any pipe conveying combustible gas. Any violation of the provisions of this section shall be a misdemeanor. 00130 SECTION 00150 - CONDITIONS OF CONTRACT 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. INDEX Contract Documents and Defrnitions Scope of the Work Compensation to be paid to the Contractor Time of Essence Commencement of Work Time of Completion Liquidated Damages for Delays Extension of Time. No Waiver Weather Contract Security Laws and Ordinances Qualifications for Employment Non-Discrimination Payment of Employees Estimates and Payments Acceptance of Final Payment Constitutes Release Construction Reports Inspection and Tests Plans and Specifications: Interpretations Subsurface Conditions Found Different Contractor's Title to Materials Superintendence by Contractor Protection of Work, Persons and Property Representations of Contractor Patent Rights Authority of the Engineer Changes and Alterations Correction of Work Weather Conditions The Owner's Right to Withhold Payments The Owner's Right to Stop Work or Tenuinate Contract Contractor's Right to Stop Work or Terminate Contract Responsibility for Work Use of Premises and Removal of Debris Suits of Law Power of the Contractor to Act in an Emergency Provisions Required by Law Deemed Inserted Subletfmg, Successor and Assigns General Municipal Law Clause Grades, Lines, Levels, and Surveys Insurance Requirements Foreign Contractors Lien Law Refusal to Waive lmmunity Exemption from Sales and Use Tax 00150 SECTION 00150 - CONDITIONS OF CONTRACT 1. CONTRACT DOCUMENTg AND DEFINITIONg The Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Specifications, Form of Contract, Construction Drawings, together with any Addenda, shall form part of this Contract, and the provisions thereof shall be as binding upon the parties hereto, as if they were herein fully set forth. The table of contents, titles, heading, headlines, and marginal notes contained herein are solely to facilitate reference to various provisions of the Contract Documents and in no way affect, limit or cast light upon the interpretation of the provisions to which they refer. Whenever the term "Contract Documents" is used, it shall mean and include the Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Specifications, Form of Contract, Construction Drawings and any Addenda. In case of any conflict or inconsistency between the provisions of the Contract and those of the Specifications, the provisions of this Contract shall govern. Extra Work: The term "extra work", as used herein, refers to and includes all work required by the Owner, which in the judgement of the Engineer involves changes in or additions to work required by the Plans, Specifications and any Addenda in their present form and which is not covered by a specific trait price in the Form of Bid. gnhcontractor: The term "subcontractor" shall mean any person, firm, or corporation supplying labor and material for work at the site of the project but not including the parties to this Contract. Notice: The term "notice", as used herein, shall mean and include written notice. Written notice shall be deemed to have been duly served when delivered to, or at last known business address of, the person, furn or corporation for whom intended, or his, their, or its duly authorized agents, representatives, or officer, or when enclosed in a postage prepaid wrapper or envelope addressed to such person, fn-m or corporation at his, their or its last known business address and deposited in a United States mailbox. Directed: Rea2fired: Approve& Acceptable: Whenever they refer to the work or its performance, "directed", "required", "permitted", "ordered", "designated", "prescribed", and words of like import shall imply the direction, requirement, permission, order, designation or prescription of the Engineer, and "approved", "satisfied", or "satisfactory", "in the judgement of', and words of like import, shall mean approved, or acceptable to, or satisfactory to, or in the judgement of the Engineer. 2. gO, OPE OF THE WORK The Contractor will fumish all plant, labor, materials, supplies, equipment and other facilities and things necessary or proper for, or incidental to, the work contemplated by this Contract as required by, and in strict accordance with the applicable Plans, Specifications and Addenda prepared by the Engineer and/or required by, and in slrict accordance with, such changes as are ordered and approved pursuant to this Contract, and will perform all other obligations imposed on him by this Contract. 00150 SECTION 00150 - CONDITIONS OF CONTRACT 3. HOMPEN~ATI(}N TO RE PAID TO THE HONTRAHTOR (a) Agreed Prices: It is understood and agreed that the Contractor will accept as payment in full the summation of products of the actual quantities in place upon the completion of the work, as determined by the Engineer's measurements, by the unit prices bid, no allowance being made for anticipated profit or for reasons of variations fi'om the estimated quantities set forth in the Form of Bid. (b) Extra Work: The Owner may, at any time, by a written order and without notice to the Sureties, require the performance of such extra work or changes in the work as it may find necessary or desirable. The amount of compensation to be paid to the Contractor for any extra work, as so ordered, shall be determined as follows: 1) By such applicable unit prices, if any, as set forth in the Contract; or 2) If no such unit prices are set forth, then by unit price or by a lump sum mutually agreed upon by the Owner and the Contractor; or 3) If no such unit prices are so set forth and if the parties cannot agree upon unit prices or a lump sum; then by actual net cost in money to the Contractor of the materials, permits, wages of applied labor, premiums for Workmen's Compensation Insurance, payroll taxes required by law, rental for plant and equipment used (excluding small tools) to which total cost will be added twenty (20) percent as full compensation for all other items of profit, costs and expenses, including administration, overhead, superintendence, insurance, insurance other than Workmen's Compensation Insurance, materials used in temporary structures, allowances made by the ~ontractor to subcontractors, additional premiums upon the performance bond of the Contractor and the use of small tools. 4. TIME INASMUCH AS THE PROVISIONS OF THIS CONTRACT RELATING TO THE TIME OF PERFORMANCE AND COMPLETION OF THE WORK ARE FOR THE PURPOSE OF ENABLING THE TOWN TO PROCEED WITH THE CONSTRUCTION OF A PUBLIC IMPROVEMENT IN ACCORDANCE WITH A PREDETERMINED PROGRAM, SUCH PROVISIONS ARE OF THE ESSENCE OF THIS CONTRACT. 5. C~OMMENHEME, NT OF Wf~Rl~ The Contractor agrees that he will commence work immediately on and not later than ten (10) days after signing of the Contract. 6. TIME OF HOMPI,ETION The time of completion of the entire contract work shall be 9 MONTHS from the date the contract is signed by all parties. The date of such completion shall be the date of the Certification of Completion decided upon. The entire work must be satisfactorily completed so that the project improvements are available to the Town for use. 00150 SECTION 00150 - CONDITIONS OF CONTRACT The Owner reserves the right to order the Contractor to suspend operations, when in the opinion of the Engineer, improper weather conditions make such action advisable, and to order the Contractor to resume operations when weather and ground conditions permit. The days during which such suspension of work is in force are not chargeable against the specified completion date. 7. IJQIIIDATED DAMAGE~q FOR DELAV~q The time limit being essential to and of the essence of this Contract, the Contractor hereby agrees that the Owner shall be, and is hereby authorized to deduct and retain out of the money which may be due or may become due to said Contractor under this agreement, the sum of One Hundred Dollars ($100.00) per day which amount is hereby agreed upon, fixed and determined by the parties hereto as the liquidated damages, including overhead charges, services, inspector's wages and interest on the money invested, that the Owner will suffer by reason of such default, for each and every day during which the aforesaid work may be incomplete over and beyond the time herein stipulated for its completion in 6 - Time of Completion, provided, however, that the Owner shall have the right to extend the time for the completion of said work. 8. EXTEN~qlON~q OF TIME_ NO WAIVER If the Contractor shall be delayed in the completion of his work by reason of unforeseeable causes beyond his control and without his fault or negligence, including but not restricted to, acts of God or of the public enemy, fires, floods, epidemics, quarantine restrictions, strikes, riots, civil commotion's or fi.eight embargoes, the period herein above specified for completion of his work shall be extended by such time as shall be fixed by the Owner. No such extension of time shall be considered a waiver by the Owner of its right to terminate the Contract for abandonment or delay by the Contractor as hereinafter provided, or relieve the Contractor fi.om full responsibility for performance of his obligations hereunder. q. WEATHER During unsuitable weather, all work must stop when such work would be subject to injury and the Contractor shall transfer his men and materials to those parts of the work where weather conditions will not have any effect on the workmanship. The Contractor shall not be entitled to any damages on account of such damages or suspension, and he must protect any work that might be injured by the elements and make good any work that is injured. 10. CONTRACT ,qECIIRITY (a) The Contractor shall fumish a Performance Bond, or other acceptable security, equal to one hundred percent (100%) of the amount of the bid as security for the faithful performance of the Contract, and for the payment of all persons performing labor or furnishing materials in connection with this Contract. The Performance Bond shall be written so as to remain in full force and effect as a maintenance bond for a period of not less than one (1) year after the date of acceptance of the work by the Engineer. 00150 SECTION 00150 - CONDITIONS OF CONTRACT (b) Additional or Substitute Bond: If at any time the Owner shall be or become dissatisfied with any surety or sureties, or if for any other reason such bond shall cease to be adequate security to the Owner, the Contractor shall within five (5) days after notice from the Owner to do so, substitute an acceptable bond in such form and sum and signed by such other surety as may be satisfacto~ to the Owner. The premiums on such bonds shall be made until the new surety shall have been qualified. 11. I~AW~ AND ORI)INANC~E~ In the execution of the Contract, the Contractor shall comply and obey all federal, state, county and local laws, ordinances, codes and regulations relating to the performance of the Contract, including but not limited to, labor employed thereon, materials supplied, obstructing streets and highways, maintaining signals, storing, handling and use of explosives and all other general ordinances and state statutes affecting him or his employees or his work hereunder in his relations with the Municipality or any other persons, and also all laws, codes, ordinances controlling or limiting the Contractor while engaged in executing the work under the Contract. As a condition of the Contract, the Contractor shall and does hereby agree to comply with all requirements of the labor laws of the State of New York. The Contractor shall comply with the provisions of Sections 291- 299 of the Executive Law and Civil Rights Law, shall furnish all information and reports deemed necessary by the State Commission for Human Rights, the Attomey General and the Industrial Commissioner for purposes of investigation to ascertain compliance with such sections of the Executive Law and Civil Rights Law. The Contract may be forthwith cancelled, terminated or suspended, in whole or in part, by the contracting agency upon the basis of a finding made by the State Commission for Human Rights that the Contractor has not complied with these laws. The Contractor hereby expressly agrees to comply with all the provisions of the Labor Law and any and all amendments thereto, insofar as the same are applicable to this Contract. The Labor Law, as amended, provides that no laborer, workman or mechanic in the employ of the Contractor, subcontractor or other person doing or contracting to do the whole or a part of the work contemplated by this Contract, shall be permitted or required to work more than eight (8) hours in any one (1) calendar day, except in cases of extraordinary emergency caused by fire, flood or danger to life or property; that no such person shall be employed more than eight (8) hours in any day or more than five (5) days in any week expect in such emergency; that the wages to be paid for a legal day's work as herein before defined, to laborers, workmen or mechanics upon the work called for under this Contract or upon any material used upon, or in connection therewith, shall not be less than the prevailing rate for a day's work in the same trade or occupation in the locality within the state where such work is to be done and each laborer, workman or mechanic employed by the Contractor, subcontractor or other person about or upon the work shall be paid the wages herein provided; that employees engaged in the construction, maintenance, and repair of highways and in water works construction outside the limits of cities 00~50 SECTION 00150 - CONDITIONS OF CONTRACT and villages are no longer exempt from the provisions of the Labor Law which require the payment of the prevailing rate of wages and the eight (8) hour day. Section 222 of the Labor Law, as amended by Chapters 556 and 557 of the Laws of 1933, provides that preference in employment shall be given to citizens of the State of New York who have been residents of Suffolk County for at least six (6) consecutive months immediately prior to the commencement of their employment. Each person so employed shall fumish satisfactory proof of residence in accordance with roles adopted by the Industrial Commissioner. Persons other than citizens of the State of New York shall be employed only when such citizens are not available. Section 222 further provides that upon the demand of the State Industrial Commissioner, the Contractor shall furnish a list of names and addresses of all his subcontractors and further provides that a violation of this section shall constitute a misdemeanor and shall be punishable by a fine of not less than Fifty Dollars ($50.00) nor more than Five Hundred Dollars ($500.00) or by imprisonment for not less than thirty nor more than ninety days, or both fine and imprisonment. Section 220-A of the Labor Law, as amended by Chapter 472 of the Laws of 1932, provides that before payment is made by or on behalf of the State of any city, county, town or village or other civil division of the state of any sums due on account of a contract for a public improvement, it is the duty of the Comptroller or the financial officer of the Municipal Corporation to require the Contractor and each and every subcontractor to file a certified statement in writing, in satisfactory form, certifying to the amounts then due and owing to any and all laborers for daily or weekly wages on account of labor performed upon the work of the Contractor, setting forth therein the names of the persons whose wages are unpaid and the amount due each respectively. Section 220-B of the Labor Law, as so amended, provides that any interested person who shall have previously filed a protest in writing objecting to the amounts due or to become due to him for daily or weekly wages for labor performed on the public improvement for which the Contract was entered into, or if for any reason, it may be deemed advisable, the Comptroller of the State or financial officer of the Municipal Corporation may deduct from the whole amount of any payment on account thereof of the sums or sum admitted by any contractor or subcontractor in such statement or statements so filed to be due and owing by him on account of labor performed and may withhold the amount so deducted for the benefit of the laborers for daily or weekly wages, whose wages are unpaid as shown by the verified statements filed by any contractor or subcontractor and may pay directly to any person the amount or amounts so shown to be due for such wages. Section 220-C of the Labor Law, as so amended, provides the penalty for mak'mg of a false oath or verification. Section 220-D of the Labor Law provides that the advertised Specifications for every contract for the construction, reconstruction, maintenance and/or repair of highways to which the State, county, town and/or village is a party shall contain a provision stating the minimum rate of hourly wage that can be paid, as shall be designated by the Industrial Commissioner, to the laborers employed in the performance of the Contract either by the Contractor, subcontractor or other person doing or contracting to do the whole or part of the work contemplated by the Contract, 00150 SECTION 00150 - CONDITIONS OF CONTRACT and the Contract shall contain a stipulation that such laborers shall be paid not less than such hourly minimum rate of wage. Any person or corporation that willfully pays, after entering into such Contract, less than such stipulated minimum hourly wage scale shall be guilty of a misdemeanor and upon conviction, shall be punished for a first offense by a fine of Five Hundred Dollars ($500.00) or by imprisonment for not more than thirty (30) days, or both by fine and imprisonment; for a second offense by a frae of One Thousand Dollars ($1,000.00) and in addition thereto, the Contract on which the violation has occurred shall be forfeited, and no such person or corporation shall be entitled to receive any sum nor shall any officer, agent or employee of the State pay the same or authorize its payment from the funds under his charge or control to any person or corporation for work done upon any contract, on which the Contractor has been convicted of second offense in violation of the provisions of this section. The minimum wage rates established by the Industrial Commissioner, State of New York, for this Contract are set forth herein above as part of "Instructions to Bidders". 12. QIIAI.IFICATION~ FOR EMPI,OYMENT No person under the age of sixteen (16) years and no person currently serving sentence in a penal or correctional institution shall be employed to perform any work on the project under this Contract. No person whose age or physical condition is such as to make his employment dangerous to his health or safety or to the health or safety of others, shall be employed to perform any work on this project; provided, however, that such restrictions shall not operate against the employment of physically handicapped persons, otherwise employable, where each person may be safely assigned to work which they can ably perform. 13. NON-DLqCRIMINATION There shall be no discrimination because of race, creed, color, national origin, age or sex in the employment of persons for work under this Contract, whether performed by the Contractor or any subcontractor. Neither shall the Contractor and subcontractor or any person acting on behalf of the Contractor or subcontractor discriminate in any manner against or intimidate any employee hired for the performance of work under this Contract on account of race, creed, color, national origin, age or sex. There may be deducted fi:om the amount payable to the Contractor by the Owner under this Contract a penalty of Five Dollars ($5.00) for each person for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of this paragraph; provided that for a second or any subsequent violation of the terms of this paragraph, this Contact may be canceled or terminated by the Owner and all monies due or to become due hereunder may be forfeited. 14. PAYMENT OF EMPl .OYF~E~ The Contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this Contract in full (less deductions made mandatory by law) in cash (or any agreed upon method by the Employee) and not less often than once each week. 00150 SECTION 00150 - CONDITIONS OF CONTRACT 15. E~TIMATE~ & PAVMENT,~ (a) Monthly: At the end of each calendar month during the progress of the work, the Engineer shall make an approximate estimate of the work satisfactorily done, based upon the prices set forth in the Proposal Form. In consideration of the work done, the Owner will pay or cause to be paid to the Contractor the amount estimated by the Engineer as due him less five (5) percent. The making of any such estimate or payment made thereon shall not be taken or construed as an acceptance by the Owner of any work so estimated and paid for. The five percent (5%) of the amount of the monthly estimate remaining unpaid will be retained by the Owner as a guarantee that the Contractor will faithfully and completely fulfill all obligations imposed by the Contract and Specifications, and against any damages caused the Owner by reason of any failure on the part of the Contractor to fulfill all conditions and obligations herein contained. (b) Final Estimate: One month after the completion and acceptance of the work specified and contracted for, the Engineer will make a final estimate of all the work done. Thereafter, the Owner will pay the full amount, less prior payments, less any amounts retained to complete the work according to the provisions of the Specifications, less any money paid by the Owner by reason of said Contractor having failed to carry out faithfully and completely all the obligations and requirements herein contained. Upon final settlement, according to the conditions herein specified and not until such settlement shall have been made, will the Contractor be relieved from the obligations assumed in the Contract. (c) Measurement for Payment: The Engineer shall make due measurement of work done during the progress of the work and his estimate shall be final and conclusive evidence of the amounts of work performed by the Contractor under, and by virtue of, this agreement and shall be taken as full measure of compensation to be received by the Contractor. When requested by the Contractor, the Engineer shall measure, remeasure or re-estimate any portion of the work, but the expense of such remeasurement or re-estimating shall, unless material error be proved, be paid for by the Contractor. (d) No payments will be made for materials delivered to the site which have not been incorporated into the work. (e) Contractors and subcontractors are required to submit to the Town, within thirty days after issuance's of the first payroll, and every thirty days thereafter, a transcript of the original payroll record, subscribed and affirmed as tree under the penalties of perjury. 16. ACCEPTANCE OF FINAI~ PAYMF, NT CON,qTITIITE~ RE1 ~EA,qE The acceptance by the Contractor of the fmal payment shall be, and shall operate as a release to the Owner from all claims and all liabilities to the Contractor for all the things done or fumished in connection with this work and for every act and neglect of the Owner and others relating to or arising out of, this work, excepting the Contractor's claims for interest upon the final payment, if this payment be improperly delayed. No payment, however, final or otherwise, shall operate to 00150 SECTION 00150 - CONDITIONS OF CONTRACT release the Contractor or his sureties from any obligations under this Contract or the Performance Bond. 17. CONgTRIIC~TIC~N REPORTg The Contractor shall submit to the Engineer prior to commencing any work under this Contract, a detailed schedule and plan of operations indicating the manner in which the Contractor proposes to prosecute the work and a time schedule therefor. Such schedules are not intended to bind the Contractor to a pre-determined plan or procedure, but rather to enable the Engineer to coordinate the work of the Contractor with work required off and to be performed by others. The detailed schedule shall include a list of the subcontractors and material suppliers he proposes to use on the work. The Contractor shall furnish the Engineer with periodic estimates for partial payments as required elsewhere in the Contract Documents, and in addition thereto will furnish the Engineer with a detailed estimate for final payment. Prior to being eligible to receive the fmal payment under this Contract, the Contractor shall furnish the Engineer with substantial proof that all bills for services rendered and materials supplied have been paid. The enumeration of the above reports in no way relieves the Contractor of his responsibility under existing Federal or State Laws of filing such other reports with agencies as may be required by such existing laws or regulations. 18. INgPECTION AND TEgTg All material and workmanship shall be subject to inspection, examination and test by the Engineer at any time during the construction and at any and all places where manufacturing of materials used and/or construction is carried on. Without additional charge, Contractor shall furnish promptly all reasonable facilities, labor and materials necessary to make any tests required by the Engineer and/or required by the Specifications. If at any time before fmal acceptance of the entire work, the Engineer considers necessary or advisable an examination of any portion of the work already completed, by removing or tearing out the same, the Contractor shall upon request, furnish promptly all necessary facilities, labor and materials for such examination. If such work is found to be defective in any material respect, due to the fault of the Contractor or any subcontractor, or if any work shall be covered over without the approval or consent of the Engineer, whether or not the same shall be defective, the Contractor shall be liable for the expense for such examination and of satisfactory reconstruction. If, however, such approval and consent shall have been given and such work is found to meet the requirements of this Contract, the Contractor shall be recompensed for the expense of such examination and reconstruction in the manner herein provided for the payment of cost of extra 00150 SECTION 00150 - CONDITIONS OF CONTRACT work. The selection of laboratories and/or agencies for the inspection and tests of supplies, materials or equipment shall be subject to the approval of or designated by the Owner. Satisfactory documentary evidence that the material has passed the required inspection and tests must be furnished to the Engineer prior to the incorporation of the material in the work. Any rejected work will be removed fi.om the site of the project completely at the expense of the Contractor. 19. PI,AN~q AND ~qPEC. IFICATI(}N~q: INTERPRETATIf}N~q The Contractor shall keep at the site of the work one copy of the Plans and Specifications signed and identified by the Engineer. Anything shown on the Plans and not mentioned in the Specifications or mentioned in the Specifications and not shown in the Plans shall have the same effect as if shown or mentioned in both. In case of any conflict or inconsistency between the Plans and Specifications, the Specifications shall govern. Any discrepancy between the figures and drawings shall be submitted to the Engineer whose decision thereon shall be conclusive. 20. SIYBSIIRFACE CON1}ITION$ FOIIND DIFFERENT Should the Contractor encounter subsurface conditions at the site materially differing fi.om those shown on the Plans or indicated in the Specifications, he shall immediately give notice to the Engineer of such conditions, before they are disturbed; the Engineer shall thereupon promptly investigate the conditions and if he fmds that they materially differ fi.om those shown on the Plans or indicated on the Specifications, he shall at once make such changes in the Plans and/or Specifications as he may find necessary. Any increase or decrease of cost resulting from such changes will be adjusted in the manner provided herein for adjustment as to extra and/or additional work and changes. 21. CONTRACTOR',q TITI,F TO MATERIAl No materials or supplies for the work shall be purchased by the Contractor or any subcontractor subject to any chattel mortgage or under a conditional sale or other agreement by which an interest is retained by the seller. The Contractor warrants that he has good title to all materials and supplies used by him in the work. 22. SIJPERINTENDFNCE llY CONTRACTOR At the site of the work, the Contractor shall give his constant, personal attention to the work or employ a constmction superintendent or foreman who shall have full authority to act for the Contractor. it is understood that such representative shall be acceptable to the Engineer and shall be one who can be continued in that capacity for the particular job involved unless he ceases to be on the Contractor's payroll. The Contractor's superintendent and foreman must be able to read and speak the English language. 00150 SECTION 00150 - CONDITIONS OF CONTRACT 23. PROTEf~TION OF WORK. PERSON~ AND PROPERTY Precaution shall be exercised at all times for the proper protection of all persons, property and work. The Contractor shall give notice to the owners of utilities which may serve the area and request their assistance in predetermining the location and depth of various pipes, conduits, manholes, and other underground facilities. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment and all hazards shall be guarded or eliminated in accordance with the safety provisions of the Manual of Accident Prevention in Construction published by the Associated General Contractors of America, to the extent that such provisions are not in contravention of applicable law. The Contractor shall furnish entirely at his own expense any and all additional safety measures deemed necessary by the Owner or his Engineer to adequately safeguard the traveling public. The Contractor shall, at all hours of the day, safely guard and protect his own work and adjacent property fiom any damage and shall replace or make good any such damage, loss or injury, unless such be caused directly by errors contained in the Contract Documents, or by the Owner or its duly authorized representatives. The Contractor shall provide and maintain such watchmen, ban-iers, lights, flares and other signals at his own expense, as will effectively prevent any accident in consequence of his work for which the Owner might be liable. The Contractor shall be liable for all injuries or damage caused by his act or neglect, or that of his employees. The Contractor shall take particular care to avoid the blocking of fire hydrants, fire alarm boxes, letterboxes, traffic signals or other visible devices maintained for the use of the public. 24. RF, PRE,qENTATION,q OF CONTR ACTOR The Contractor represents and warrants: (a) That he is financially solvent and that he is experienced in, and competent to, perform the type of work involved under this Contract and able to furnish the plant, materials, supplies and/or equipment to be furnished for the work; and (b) That he is famihar with all Federal, State and Municipal Law, ordinances and regulations which may in any way affect the work of those employed hereunder, including but not limited to any special acts relating to the work; and (c) That such work required by these Contract Documents as is to be done by him can be satisfactorily constructed and used for the purpose for which is intended and that such construction will not injure any person or damage any property; and (d) That he has carefully examined the Plans, Specifications and the site of the work, and that from his own investigations he has satisfied himself as to the nature and location of the work, the character, location, quality and quantity of surface and subsurface materials, structures and utilities likely to be encountered, the character of equipment and other facilities needed for the 00150 SECTION 00150 - CONDITIONS OF CONTRACT performance of the work, the general local conditions which may in any way affect the work or its performance. 25. PATENT RIGHT~q As part of his obligation hereunder and without any additional compensation, the Contractor will pay for any patent fees or royalties required in respect to the work or any part thereof and will fully indemnify the Owner or his Engineer for any loss on account of any infringement of patent rights unless prior to his use in the work a particular process or a product of a particular manufacturer he notifies the Engineer in writing that such process or product is an infringement of a patent. 26. AIITHORITV OF THE EN(~.INEER In the performance of the work, the Contractor shall abide by all orders and directions and requirements of the Engineer and shall perform work to the satisfaction of the Engineer, at such time and places, by such methods, and in such manner and sequence as he may require. The Engineer shall determine the amount, quality, acceptability, and fitness of all parts of the work, shall interpret the Plans, Specifications, Contract Documents and any extra work orders and shall decide all other questions in connection with the work. Upon request, the Engineer shall confirm in writing any oral orders, directions, requirements or determinations. The enumeration herein or elsewhere in the Contract Documents of particular instance in which the opinion, judgement, discretion or determination of the Engineer shall control or in which work shall be performed to his satisfaction or subject to his approval or inspection, shall not imply that only matters similar to those enumerated shall be so governed and performed, but without exception all the work shall be govemed and so performed. 27. CHANGE,q AND ALTERATION~ The Owner, upon the Engineers recommendation, reserves the right to make alterations in location, line, grade, plan, form or dimensions of the work, or any part thereof, either before or after the commencement of construction. If such alterations diminish the amount of work to be done, no claim for damages or anticipated profits will be warranted on the work, which may be dispensed with. If such alterations increase the amount of work, such increases shall be paid for according to the quantity of work actually done and at the prices for such work as contained in the schedule of prices. 28. CORRECTION OF WORK All work and all materials whether incorporated into the work or not, all processes of manufacture and all methods of construction shall be at all times and places subject to the inspection of the Engineer who shall be the £mal judge of quality, materials, processes of manufacture and methods of construction suitable for the purpose for which they are used. Should they fail to meet his approval, they shall be forthwith reconstructed, made good and replaced and/or corrected as the case may be, by the Contractor, at his own expense. 00150 SECTION 00150 - CONDITIONS OF CONTRACT If, in the opinion of the Engineer, it is not desirable to replace any defective or damaged materials or to reconstruct or correct any portion of the work injured or not performed in accordance with the Contract Documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in the judgement of the Engineer shall be equitable. The Contractor expressly warrants that his work shall be free from any defects in materials or workmanship and agrees to correct any defects, which may appear within one year following the final completion of the work. Neither the acceptance of the completed work nor payment therefor shall operate to release the Contractor or his sureties from any obligations under or upon this Contract or the Performance Bond. 29. VgEATHER CONDITION,q In the event of temporary suspension of work or during inclement weather or whenever the Engineer shall direct, the Contractor will, and will cause his subcontractors to protect carefully his and their work and materials against damage or injmy from the weather. If in the opinion of the Engineer any work or material shall have been damaged or injured by reason of failure on the part of the Contractor or any of his subcontractors to protect his or their work, such work and materials shall be removed and replaced at the expense of the Contractor. 30. THE OV~/NER',~ RIGHT TO WITHHOI,D PAVMENT~ The Owner may withhold from the Contractor so much of any approved payments due him as may, in the judgement of the Owner, be necessary: (a) To assure the payment of just claims then due and unpaid of any persons supplying labor or materials for the work; (b) To protect the Owner from loss due to defective work not remedied; or (c) To protect the Owner fi'om loss due to injury to persons or damage to the work or property of other contractors or subcontractors or others, caused by the act or neglect of the Contractor or any of his subcontractors. The Owner shall have the right, as agent for the Contractor to apply such amounts so withheld in such manner as the Owner may deem proper to satisfy such claims or to secure such protection. Such applications of such money shall be deemed payments for the account of the Contractor. 31. THE OWNER~q RIGHT TO ~qTOP WORK OR TERMINATE CONTRACT If, (a) The Contractor shall be adjudged bankrupt or make'an assignment for the benefit of creditors; or (b) A receiver or liquidator shall be appointed for the Contractor for any of his property and shall not be dismissed within 20 days after such appointment, or the proceedings in connection therewith shall not be stayed on appeal within the said 20 days; or 00150 SECTION 00150 - CONDITIONS OF CONTRACT (c) The Contractor shall refuse or fail, after notice or warning from the Engineer, to supply enough properly skilled workmen or proper materials; or (d) The Contractor shall refuse or fail to prosecute the work or any part thereof with such diligence as will insure its completion within the periods herein specified (or any duly authorized extension thereof) or shall fail to complete the work within said periods; or (e) The Contractor shall fail to make prompt payments to persons supplying labor or materials for the work; or (f) The Contractor shall fail or refuse to regard laws, ordinances or the instructions of the Engineer or otherwise be guilty of a substantial violation of any provisions of this Contract; then and in any such event, the Owner, without prejudice to any other rights or remedy it may have, may by seven (7) days' notice to the Contractor, terminate the employment of the Contractor and his rights to proceed either as to the entire work or (at the option of the Owner) as to any portion thereof as to which delay shall have occurred, and may take possession of the work and complete the work by contract or otherwise, as the Owner may deem expedient. In such case, the Contractor will not be entitled to receive any further payment until the work is finished. If the unpaid balance of the compensation to be paid the Contractor hereunder shall exceed the expense of so completing the work (including compensation for additional managerial, administrative and inspection services and any damages for delay), such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor and his sureties shall be liable to the Owner for such excess. If the right of the Contractor to proceed with the work is so terminated, the Owner may take possession of and utilize in completing the work, such materials, appliances, supplies, plant and equipment as may be on the site of the work and necessary thereof. If the Owner does not so terminate the right of the Contractor to proceed, the Contractor shall continue to work. 32. CONTRACTOR*,~ RIGHT TO ~qTOP WORK OR TERMINATE CONTRACT If the work shall be stopped by order of the Court or other public authority for a period of three (3) months without act or fault of the Contractor or any of his agents, servants, employees or subcontractors, the Contractor may, upon ten (10) days notice to the Owner, discontinue his performance of the work and/or terminate the Contract; in which event, the liability of the Owner to the Contractor shall be determined as provided in Paragraph 31. The Contractor shall not be obligated to pay to the Owner any excess of the expense of completing the work over the unpaid balance of the compensation to be paid to the Contractor hereunder. 33. RE~qPON~qlBII JT¥ FOR WORK The Contractor agrees to be responsible for the entire work embraced in this Contract until its completion and final acceptance, and that any unfaithful or imperfect work that may become damaged from any cause either by act of commission or omission to properly guard and protect the work that may be discovered at any time before the completion and acceptance shall be removed and replaced by good and satisfactory work without any charge to the Owner, and that 00150 SECTION 00150 - CONDITIONS OF CONTRACT such removal and replacement will be performed immediately on the requirement of the Engineer, notwithstanding the fact that it may have been overlooked by the proper inspector, and partial payment made thereon. It is fully understood by the Contractor that the inspection of the work shall not relieve him of any obligation to do sound and reliable work as herein prescribed, and that any omission to disapprove any work by the Engineer at or before the time of partial payment or other estimate shall not be construed to be acceptance of any defective work. 34. ll,qE OF PREMI,qE~q AND REMOVAI~ OF DERRI,q The Contractor expressly undertakes at his own expense: (a) To store his apparatus, materials, supplies and equipment in such orderly fashion at the site of the work as will not unduly interfere with the progress of his work or the work of any of his subcontractors; (b) To frequently clean up all refuse, mbbish, scrap materials and debris caused by the operations to the end that at all times, the site of the work shall present a neat, orderly and workmanlike appearance; (c) Before final payment hereunder to remove all surplus material, temporary structures, plants of any description and debris of every nature resulting from his operations. 35. ,qlllT.q OF I ~AW The Contractor shall indemnify and save harmless the Owner from and against all suits, claims, demands or actions for any injury sustained or alleged to be sustained by any party or parties in connection with the construction of the work or any part thereof, or any commission or omission of the contractor, his employees or agents of any subcontractor, and in case of any such action shall be brought against the Owner, the Contractor shall immediately take charge of and defend the same at his own cost and expense. 36. POWER OF THE CONTRACTOR TO ACT IN AN EMERGENCY In case of an emergency, which threatens loss or injury to property and/or safety of life, the Contractor will be permitted to act as he sees fit without previous instructions from the Engineer. He shall notify the Engineer thereof immediately and any compensation claimed by the Contractor due to extra work made necessary because of his acts in such emergency shall be submitted to the Engineer for approval. Where the Contractor has not taken action but has notified the Engineer of an emergency indicating injury to persons or damage to adjoining property or to the work being accomplished under this Contract, then upon authorization from the Engineer to prevent such threatened injury or damage, he shall act as instructed by the Engineer. The amount of reimbursement claimed by the Contractor on account of any such action shall be determined in the manner provided herein for the payment of extra work. 37. PROVI~ION~ REQIIIRED RV I ,AW DEEMED IN,qFRTED 0015¢ SECTION 001S0 - CONDITIONS OF CONTRACT Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and the Conlract shall read and be enforced as though it were included herein, and if through mistake or otherwise, any such provision is not inserted, or is not correctly inserted, then upon the application of either party the Contract shall be forthwith be physically amended to make such insertion. 38. SUBLETTING. SUCCESSOR AND ASSIGNS The Contractor shall not sublet any part of the work under this Contract nor assign any money due him hereunder without first obtaining the written consent of the Owner. This Contract shall insure the benefit of and shall be binding upon the parties hereunder and upon their respective successors and assigns, but neither party shall assign or transfer his interest herein in whole or in part without consent of the other. 39. GENERAI~ MUNICIPAI~ I ,AW CI.AIISE Pursuant to the provisions of Section 103-a of the General Municipal Law, in the event that the Bidder or any member, parmer, director or officer of the Bidder, should refuse, when called before a grand jury to testify concerning any transaction or contract had with the State, any political subdivision thereof, a public authority or any public Department, agency or official of the State or of any political subdivision thereof or of a public authority, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question conceming such transaction or contract, such person, and any firm, partnership, or corporation of which he is a member, parmer, director or officer shall be disqualified fi.om thereafter selling to or submitting bids to or receiving awards fi.om or entering into any contracts with any municipal corporation or any public Department, agency or official thereof for goods, work or services for a period of five (5) years after such refusal, and any and all contracts made with any municipal corporation or any public Department, agency or official thereof on or after the first day of July, 1959, by such person, and by any firm, partnership or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the municipal corporation without incumng any penalty or damages on account of such cancellation or termination, but any monies owing by the municipal corporation for goods delivered or work done prior to the cancellation or termination shall be paid. 40. GRADES: I ,INES~ I ~EVEI ~S AND SIIRVE¥S The Engineer shall furnish the Contractor with the basic horizontal and vertical controls fi.om which the Contractor shall transfer and stake his lines and grades and for their accuracy. The Engineer will establish the basic horizontal and vertical controls at the start of the work, and it shall be the responsibility of the Contractor to safeguard such controls; and if, in the opinion of the Engineer, these controls are damaged or destroyed either in whole or in part, the Contractor shall pay the cost of having the damaged controls verified, checked, corrected or replaced. 41. INSURANCE REQUIREMENTS 00150 SECTION 00150 - CONDITIONS OF CONTRACT The Contractor shall not commence work until the Town has approved all the insurance required under this Contract as required immediately following the Instructions to Bidders. Additionally, the Contractor shall indemnify and save harmless the Town of Southold fi.om and against all losses and all claims, demands, payments, suits, actions, recoveries and judgments of every kind or nature, brought or recovered against the Town of Southold by reason of any act or omission of the Contractor, his agent or employees in the performance of the Contract. The Contractor shall not permit any subcontractor to commence any work under this contract until satisfactory proof of carriage of the required insurance has been posted with and approved by the Town. 42. FOREIGN CONTRACTOR~q Foreign Contractors must comply with the provisions of Articles 9A and 16 of the Tax Law, as amended, prior to submission of a bid for the performance of this work. The certificate of the New York State Tax Commission to the effect that all taxes have been paid by the foreign contractor shall be conclusive proof of the payment of taxes. The term "foreign contractor" as used in this subdivision means in the case of an individual, a person who is a legal resident of another state or foreign countty; and in the case ora foreign corporation, one organized under the laws of a state other than the State of New York. 43. l JEN I.AW Attention of all persons submitting bids is specifically called to the provisions of Section 25, Subdivision 5, Section 25A and 25B of the Lien Law, as amended, in relation to funds being received by a contractor for a public improvement declared to constitute trust funds in the hands of such Contractor to be applied first to the payment of certain claims. 44. REFII~AI, TO WAIVE IMMIINITV Pursuant to the provisions of Section 103-A of the General Municipal Law, in the event that the bidder or any member, parmer, director or officer of the bidder, should refuse when called before a grand jury to testify concerning any transaction or contract had with the State, any political subdivision thereof, a public authority or with any public department, agency or official of the State or of any political subdivision thereof or of an authority, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or contract, such person, and any firm, partnership or corporation of which he is a member, partner, firm director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards fi.om or entering into any contracts with any municipal corporation or any public department, agency, or official thereof, for goods, work or services, for a period of five (5) years after such refusal, and any and all contracts made with any municipal corporation or any public department, agency, or official thereof on or after the first day of July, 1959, by such person and any firm, partnership or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the municipal corporation without incurring any penalty or damages on account of such cancellation or termination, but any monies owing by the municipal corporation for goods delivered or work done prior to the cancellation or 00150 SECTION 00150 - CONDITIONS OF CONTRACT termination shall be paid. 45. EXEMPTION FROM ~AI.E~ AND U~E TAXE~ In accordance with Chapter 513 of the laws of 1974 adopted by the New York State Legislature, amending Section 1115 (a) of the tax law, specifically paragraphs 15 and 16, political subdivisions, as described in subdivision (a) paragraph (L) of section 1116 of the tax laws, of the State of New York are exempt from the payment of sales and use taxes imposed on tangible personal property within the limitations specified in tax law 1115 (a) (15) and (16). (15) Tangible personal property sold to a contractor, subcontractor or repairman for use in erecting a structure or building of an organization described in subdivision (a) of section 1116, or adding to, altering or improvIng real property, property or land of such an organization, as the terms real property, property and land are defined in the real property tax law; provided, however, no exemption shall exist under this paragraph unless such tangible personal property is to become an integral component part of such structure, building or real property. (16) Tangible personal property sold to a contractor or repairman for use in maintaining, servicing or repairing real property, or land of an organization described in subdivision (a) of section 1116, as the terms real property, property or land are defined in the real property tax law; provided, however, no exemption shall exist under this paragraph unless such tangible personal property is to become an integral component part of such structure, building or real property. Contractors entering into Contract with the Town of Southold shall be exempt from payment of sales and use tax as described above. Procedures and forms are available to the Contractor direct from the Instructions and Interpretations Unit, State of New York, Department of Taxation and Finance, State Campus, Albany, New York, 12227. 00150 SECTION 00325 - CONTRACT AGREEMENT CONTRACT AGREEMENT THIS AGREEMENT made this day of AD Two Thousand and Seven by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work of constructing the SOUTHOLD TOWN ANIMAL SHELTER AS DESCRIBED 1N THE Contract Documents made and prepared by the Town of Southold, Design Learned, Inc., Studio a/b and Isla Engineering and as set forth in the Contractor's Bid dated prior to or on Thursday March 22, 2007, 10 AM, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract Documents in the manner and under the conditions therein provided. THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall he and remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. 00325 SECTION 00325 - CONTRACT AGREEMENT Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. Total Bid Dollars Written in Words $ Written in Figures TOWN OF SOUTHOLD CONTRACTOR BY Southold Official BY TITLE BY Town Attorney (CORPORATE SEAL) 00325 SECTION 00325 - CONTRACT AGREEMENT ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SUFFOLK: On the day of in the year 2007 before me, the undersigned, personally appeared, , p6rsonally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC 00325 SECTION 00350 - QUESTION PAGE ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE SUBMITTED IN WRITING. (Please use this form and fax to 860-204-0419 to the attention of John T. Burgess, Staff Engineer, Design Learned, Inc. We will respond as soon as possible.) Date: Company Name'. Contact Name: Fax No. ~ Telephone No.: 00350 PART 1 GENERAL 1.01 PROJECT A. B. SECTION 01100 SUMMARY Project Name: New Southold Animal Shelter. The Project consists of the construction of a new animal shelter for theTown of Southold, NY. The project is all new construction and requires complete architectural, M/E/P engineering, and structural design work. 1.02 CONTRACT DESCRIPTION A. Contract Type: A single prime contract based on fees as described in the original EJCDC contract provided to the Town of Southold. Please refer to contract for details. 1.03 WORK BY OWNER A. Town of Southold, NY has awarded a contract for supply and installation of any and all work and equipment pertaining to site preparation and civil engineering services, which will commence on a date to be determined by Town officials. 1.04 FUTURE WORK A. Project is designed for future expansion 1.05 OWNER OCCUPANCY A. Town of Southold, NY intends to continue to occupy the existing animal shelter adjacent to new construction during the entire construction period. B. Town of Southold, NY intends to occupy the Project upon Substantial Completion. C. Cooperate with Town of Southold, NY to minimize conflict and to facilitate Town of Southold, NY's operations. D. Schedule the Work to accommodate Town of Southold, NY occupancy. 1.06 WORK SEQUENCE A. Construct Work in stages during the construction pedod: B. Coordinate construction schedule and operations with Design Learned, Inc.. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 SUMMARY SECTION 01300 ADMINISTRATIVE REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Preconstruction meeting. B. Construction progress schedule. C. Progress photographs. D. Coordination drawings. E. Submittals for review and information. F. Number of copiesof submittals. G. Submittal procedures. 1.02 PROJECT COORDINATION A. Make the following types of submittals to Design Learned, Inc.: 1. Requests for interpretation. 2. Requests for substitution. 3. Shop drawings, product data, and samples. 4. Test and inspection reports. 5. Manufacturer's instructions and field reports. 6. Applications for payment and change order requests. 7. Progress schedules. 8. Coordination drawings. 9. CIoseout submittals. PART2 PRODUCTS - NOT USED PART3 EXECUTION 3.01 PRECONSTRUCTION MEETING A. Design Learned, Inc. will schedule a meeting after Notice of Award. B. Attendance Required: 1. Town of Southold, NY. 2. Design Learned, Inc.. 3. Isla Engineering, Inc. 4. General Contractor 5. Studio NB Architects, inc. C. Agenda: 1. Execution of Town of Southold, NY- Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 5. Designation of personnel representing the parties to Contract, and Design Learned, Inc.. 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 7. Scheduling. Southold Animal Shelter, Southold, NY 01/19/2007 ADMINISTRATIVE REQUIREMENTS D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Design Learned, Inc., Town of Southold, NY, participants, and those affected by decisions made. 3.02 CONSTRUCTION PROGRESS SCHEDULE A. If preliminary schedule requires revision after review, submit revised schedule within 10 days. B. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review. 1. Include written certification that major contractors have reviewed and accepted proposed schedule. C. Within 10 days after joint review, submit complete schedule. D. Submit updated schedule with each Application for Payment. 3.03 PROGRESS PHOTOGRAPHS 3.04 COORDINATION DRAWINGS A. Provide information required by Project Coordinator for preparation of coordination drawings. B. Review drawings prior to submission to Design Learned, Inc.. 3.05 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. B. Submit to Design Learned, Inc. for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. Samples will be reviewed only for aesthetic, color, or finish selection. D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below. 3.06 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: 1. Design data. 2. Certificates. 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 3.07 SUBMITTALS FOR PROJECT CLOSEOUT A. Submit the following at project closeout: 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 3.08 NUMBEROF COPIES OF SUBMITTALS A. Documents for Review: 1. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches: Submit the number of copies which Southold Animal Shelter, Southold, NY 01/19/2007 ADMINISTRATIVE REQUIREMENTS the requires, plus two copies which will be retained by the Design Learned, Inc.. 2. Larger Sheets, Not Larger Than 36 x 48 inches: Submit the number of opaque reproductions which requires, plus two copies which will be retained by Design Learned, Inc.. B. Documents for Information: Submit two copies. C. Documents for Project Closeout: Make one reproduction of submittal originally reviewed. Submit one extra of submittals for information. D. Samples: Submit the number specified in individual specification sections; one of which will be retained by Design Learned, Inc.. 1. After review, produce duplicates. 2. Retained samples will not be returned to unless specifically so stated. 3.09 SUBMITTAL PROCEDURES A. Sequentially number the transmittal form. Revise submittals with odginal number and a sequential alphabetic suffix. B. identify Project,, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. C. Apply's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. D. Deliver submittals to Design Learned, inc. at business address. E. Schedule submittals to expedite the Project, and coordinate submission of related items. F. For each submittal for review, allow 15 days excluding delivery time to and from the. G. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. H. Provide space for and Design Learned, inc. review stamps. I. When revised for resubmission, identify all changes made since previous submission. J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. K. Submittals not requested will not be recognized or processed. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 ADMINISTRATIVE REQUIREMENTS SECTION 01325 CONSTRUCTION PROGRESS SCHEDULE PART 1 GENERAL 1.01 SECTION INCLUDES A. Preliminary schedule. 1.02 SUBMITTALS A. Within 10 days after date of Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work. B. If preliminary schedule requires revision after review, submit revised schedule within 10 days. C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review. PART2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PRELIMINARY SCHEDULE A. Prepare preliminary schedule in the form of a horizontal bar chart. 3.02 CONTENT A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. B. Identify each item by specification section number. C. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month. D. Provide legend for symbols and abbreviations used. 3.03 UPDATING SCHEDULE A. Maintain schedules to record actual start and finish dates of completed activities. B. Indicate progress of each activity to date of revision, with projected completion date of each activity. C. Annotate diagrams to graphically depict current status of Work. D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes. E. Indicate changes required to maintain Date of Substantial Completion. F. Submit reports required to support recommended changes. 3.04 DISTRIBUTION OF SCHEDULE A. Distribute copies of updated schedules to's project site file, to Subcontractors, suppliers, Design Learned, Inc., Town of Southold, NY, and other concerned parties. B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 CONSTRUCTION PROGRESS SCHEDULE PART1 GENERAL 1.01 SECTION INCLUDES A. B. C. D. SECTION 01600 PRODUCT REQUIREMENTS Transportation, handling, storage and protection. Product option requirements. Substitution limitations and procedures. Spare parts and maintenance materials. 1.02 SUBMITTALS A. Proposed Products List: Submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. 1. For products specified only by reference standards, list applicable reference standards. B. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. C. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. D. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. E. Indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. PART2 PRODUCTS 2.01 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. B. Motors: Refer to Section 15065, NEMA MG 1 Type. Specific motor type is specified in individual specification sections. 2.02 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. Submit ALL such products for approval WITHOUT EXCEPTION. B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers: Submit a request for substitution for any manufacturer not named only where specifically allowed by drawing notes. 2.03 SPARE PARTS AND MAINTENANCE PRODUCTS A. Provide spare parts, maintenance, and extra products of types and in quantities specified in individual specification sections. B. Deliver to Project site; obtain receipt prior to final payment. Southold Animal Shelter. Southold, NY 01/19/2007 PRODUCT REQUIREMENTS PART3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. B. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Town of Southold, NY. 4. Waives claims for additional costs or time extension which may subsequently become apparent. C. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. D. Substitution Submittal Preocedure: 1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. The Design Leamed, Inc. will notify in writing of decision to accept or reject request. 3.02 TRANSPORTATIONAND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. B. Transport and handle products in accordance with manufacturer's instructions. C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. F. Arrange for the return of packing materials, such as wood pallets, where economically feasible. 3.03 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. B. Store and protect products in accordance with manufacturers' instructions. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. E. For exterior storage of fabricated products, place on sloped supports above ground. F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. Southold Animal Shelter, Southold, NY 01/19/2007 PRODUCT REQUIREMENTS G. Prevent contact with material that may cause corrosion, discoloration, or staining. H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 PRODUCT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. B. C. D. E. SECTION 01700 EXECUTION REQUIREMENTS Examination, preparation, and general installation procedures. Cutting and patching. Cleaning and protection. Starting of systems and equipment. Demonstration and instruction of Town of Southold, NY personnel. 1.02 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Cutting and Patching: Submit written request in advance of cutting or alteration which affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 1.03 PROJECT CONDITIONS A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. C. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. D. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere. E. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. F. Pest Control: Provide methods, means, and facilities to prevent pests and insects from damaging the work. G. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or invading premises. H. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. 1.04 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and ordedy sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Notify affected utility companies and complywith their requirements. C. Verify that utility requirements and characteristics of new operating equipment are compatible Southold Animal Shelter, Southold, NY 01/19/2007 EXECUTION REQUIREMENTS with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. D. Coordinate space requirements, supports, and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean-up of work of separate sections. G. After Town of Southold, NY occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Town of Southold, NY's activities. PART2 PRODUCTS 2.01 PATCHING MATERIALS A. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01600. PART3 EXECUTION 3,01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.02 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3,03 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal Southold Ar~imal Shelter, Southold, NY 01/19/2007 EXECUTION REQUIREMENTS lines, unless otherwise indicated. D.Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E.Make neat transitions between different surfaces, maintaining texture and appearance. 3.04 CUTTING AND PATCHING A. Execute cutting and patching including excavation and fill to complete the work, to uncover work in order to install improperly sequenced work, to remove and replace defective or non-conforming work, to remove samples of installed work for testing when requested, to provide openings in the work for penetration of mechanical and electrical work, to execute patching to complement adjacent work, and to fit products together to integrate with other work. B. Execute work by methods to avoid damage to other work, and which will provide appropriate surfaces to receive patching and finishing. C. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. D. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material, to full thickness of the penetrated element. E. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. F. Make neat transitions. Patch work to match adjacent work in texture and appearance. Where new work abuts or aligns with existing, perform a smooth and even transition. G. Patch or replace surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. Repair substrate prior to patching finish. Finish patches to produce uniform finish and texture over entire area. When finish cannot be matched, refinish entire surface to nearest intersections. 3.05 PROGRESS CLEANING A. Maintain areas frae of waste materials, debris, and rubbish. Maintain site in a clean and ordedy condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury. 3.06 PROTECTION OF INSTALLEDWORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. Southold Animal Shelter, Southold, NY 01/19/2007 EXECUTION REQUIREMENTS G. Prohibit traffic from landscaped areas. H. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible. 3.07 STARTING SYSTEMS A. Coordinate schedule for start-up of various equipment and systems. B. Notify Design Learned, Inc. and owner seven days prior to start-up of each item. C. Verify that each piece of equipment or system has been checked for proper lubrication, ddve rotation, belt tension, control sequence, and for conditions which may cause damage. D. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. E. Verify that wiring and support components for equipment are complete and tested. F. Execute start-up under supervision of applicable personnel and manufacturer's representative in accordance with manufacturers' instructions. G. Submit a written report that equipment or system has been properly installed and is functioning correctly. 3.08 DEMONSTRATION AND INSTRUCTION A. Demonstrate operation and maintenance of products to Town of Southold, NY's personnel two weeks prior to date of Substantial Completion. B. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equipment location. C. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. D. Provide a qualified person who is knowledgeable about the Project to perform demonstration and instruction of owner personnel. E. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Town of Southold, NY's personnel in detail to explain all aspects of operation and maintenance. F. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent dudng instruction. 3.09 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. B. Testing, adjusting, and balancing HVAC systems: See Section 15950. 3.10 FINAL CLEANING A. Execute final cleaning prior to final project assessment. B. Use cleaning materials that are nonhazardous. C. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. Southold Animal Shelter, Southold, NY 01/19/2007 EXECUTION REQUIREMENTS E. Replace filters of operating equipment after all cleaning is completed. F. Clean debris from roofs, gutters, downspouts, and drainage systems. G. Clean site; sweep paved areas, rake clean landscaped surfaces. H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.11 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. 1. Provide copies to Design Learned, Inc. and Town of Southold, NY. B. Notify Design Learned, Inc. when work is considered ready for Substantial Completion. C. Submit written certification that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Design Learned, Inc.'s review. D. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to Town of Southold, NY-occupied areas. E. Notify Design Learned, Inc. when work is considered finally complete. F. Complete items of work determined by Design Learned, Inc.'s final inspection. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 EXECUTION REQUIREMENTS SECTION 01732 WASTE MANAGEMENT PART1 GENERAL 1.01 WASTE MANAGEMENTREQUIREMENTS A. Town of Southold, NY requires that this project generate the least amount of trash and waste possible. B. Employ processes that ensure the generation of as little waste as possible due to error, poor planning, breakage, mishandling, contamination, or other factors. C. Minimize trash/waste disposal in landfills; rouse, salvage, or recycle as much waste as economically feasible. D. Required Recycling, Salvage, and Reuse: The following may not be disposed of in landfills or by incineration: 1. Aluminum and plastic beverage containers. 2. Corrugated cardboard. 3. Clean dimensional wood: May be used as blocking or furring. 4. Metals, including packaging banding, metal studs, sheet metal, structural steel, piping, reinfoming bars, door frames, and other items made of steel, iron, galvanized steel, stainless steel, aluminum, copper, zinc, lead, brass, and bronze. E. shall submit periodic Waste Disposal Reports; all landfill disposal, recycling, salvage, and rouse must be reported regardless of to whom the cost or savings accrues; use the same units of measure on all reports. F. Methods of trash/waste disposal that are not acceptable are: 1. Burning on the project site. 2. Burying on the project site. 3. Dumping or burying on other property, public or private. 4. Other illegal dumping or burying. G. Regulatory Requirements: is responsible for knowing and complying with regulatory requirements, including but not limited to Federal, State and local requirements, pertaining to legal disposal of all construction and demolition waste materials. 1.02 DEFINITIONS A. Clean: Untreated and unpainted; not contaminated with oils, solvents, caulk, or the like. B. Construction and Demolition Waste: Solid wastes typically including building materials, packaging, trash, debris, and rubble resulting from construction, remodeling, repair and demolition operations. C. Hazardous: Exhibiting the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity or reactivity. D. Nonhazardous: Exhibiting none of the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity, or reactivity. E. Nontoxic: Neither immediately poisonous to humans nor poisonous after a long period of exposure. F. Recyclable: The ability of a product or material to be recovered at the end of its life cycle and remanufactured into a new product for reuse by others. G. Recycle: To remove a waste material from the project site to another site for remanufacture into Southold Animal Shelter, Southold, NY 01/19/2007 WASTE MANAGEMENT a new product for reuse by others. H. Recycling: The process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for the purpose of using the altered form. Recycling does not include burning, incinerating, or thermally destroying waste. I. Return: To give back reusable items or unused products to vendors for credit. J. Reuse: To reuse a construction waste material in some manner on the project site. K. Salvage: To remove a waste material from the project site to another site for resale or reuse by others. L. Sediment: Soil and other debris that has been eroded and transported by storm or well production run-off water. M. Source Separation: The act of keeping different types of waste materials separate beginning from the first time they become waste. N. Toxic: Poisonous to humans either immediately or after a long period of exposure. O. Trash: Any product or material unable to be reused, returned, recycled, or salvaged. P. Waste: Extra material or material that has reached the end of its useful life in its intended use. Waste includes salvageable, returnable, recyclable, and reusable material. 1.03 SUBMITTALS See Section 01300 - Administrative Requirements, for submittal procedures. Waste Disposal Reports: Submit at specified intervals, with details of quantities of trash and waste, means of disposal or rouse, and costs; show both totals to date and since last report. 1. Submit updated Report with each Application for Progress Payment; failure to submit Report will delay payment. 2. Submit Report on a form acceptable to Town of Southold, NY. 3. Landfill Disposal: Include the following information: a. Identification of material. b. Amount, in tons or cubic yards, of trash/waste material from the project disposed of in landfills. c. State the identity of landfills, total amount of tipping fees paid to landfill, and total disposal cost. d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and cost. 4. Incinerator Disposal: include the following information: a. Identification of material. b. Amount, in tons or cubic yards, of trash/waste material from the project delivered to incinerators. c. State the identity of incinerators, total amount of fees paid to incinerator, and total disposal cost. d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and cost. 5. Recycled and Salvaged Materials: Include the following information for each: a. Identification of material, including those retrieved by installer for use on other projects. b. Amount, in tons or cubic yards, date removed from the project site, and receiving party. c. Transportation cost, amount paid or received for the material, and the net total cost or savings of salvage or recycling each material. d. include manifests, weight tickets, receipts, and invoices as evidence of quantity and cost. Southold Animal Shelter, Southold, NY 01/19/2007 WASTE MANAGEMENT e. Certification by receiving party that materials will not be disposed of in landfills or by incineration. 6. Material Reused on Project: Include the following information for each: a. Identification of material and how it was used in the project. b. Amount, in tons or cubic yards. c. Include weight tickets as evidence of quantity. 7. Other Disposal Methods: Include information similar to that described above, as appropriate to disposal method. PART3 EXECUTION 2.01 WASTE MANAGEMENTPROCEDURES A. See Section 01300 for additional requirements for project meetings, reports, submittal procedures, and project documentation. B. See Section 01500 for additional requirements related to trash/waste collection and removal facilities and services. C. See Section 01600 for waste prevention requirements related to delivery, storage, and handling. D. See Section 01700 for trash/waste prevention procedures related to demolition, cutting and patching, installation, protection, and cleaning. 2.02 WASTE MANAGEMENTPLAN IMPLEMENTATION A. Manager: Designate an on-site person or persons responsible for instructing workers and overseeing and documenting resutts of the Waste Management Plan. B. Communication: Distribute copies of the Waste Management Plan to job site foreman, each subcontractor, Town of Southold, NY, and Design Leamed, Inc.. C. Instruction: Provide on-site instruction of appropriate separation, handling, and recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project. D. Meetings: Discuss trash/waste management goals and issues at project meetings. 1. Pre-bid meeting. 2. Pre-construction meeting. E. Facilities: Provide specific facilities for separation and storage of materials for recycling, salvage, reuse, return, and trash disposal, for use by all contractors and installers. 1. Provide containers as required. 2. Provide adequate space for pick-up and delivery and convenience to subcontractors. 3. Keep recycling and trash/waste bin areas neat and clean and clearly marked in order to avoid contamination of materials. F. Hazardous Wastes: Separate, store, and dispose of hazardous wastes according to applicable regulations. G. Recycling: Separate, store, protect, and handle at the site identified recyclable waste products in order to prevent contamination of materials and to maximize recyclability of identified materials. Arrange for timely pickups from the site or deliveries to recycling facility in order to prevent contamination of recyclable materials. H. Reuse of Materials On-Site: Set aside, sort, and protect separated products in preparation for reuse. I. Salvage: Set aside, sort, and protect products to be salvaged for reuse off-site. Southold Animal Shelter, Southold. NY 01/19/2007 WASTE MANAGEMENT END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 W,~,STE MANAGEMENT SECTION 01780 CLOSEOUT SUBMITTALS PART 1 GENERAL 1.01 SECTION INCLUDES A. Operation and Maintenance Data. B. Warranties and bonds. 1.02 SUBMITTALS A. Operation and Maintenance Data: 1. For equipment, or component parts of equipment put into service during construction and operated by Town of Southold, NY, submit completed documents within ten days after acceptance. 2. Submit 1 copy of completed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection, with Design Learned, Inc. comments. Revise content of all document sets as required prior to final submission. 3. Submit two sets of revised final documents in final form within 10 days after final inspection. B. Warranties and Bonds: 1. For equipment or component parts of equipment put into service during construction with Town of Southold, NY's permission, submit documents within ten days after acceptance. 2. Make other submittals within ten days after Date of Substantial Completion, prior to final Application for Payment. 3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within ten days after acceptance, listing the date of acceptance as the beginning of the warranty period. PART2 PRODUCTS - NOT USED PART3 EXECUTION 3.01 OPERATION AND MAINTENANCE DATA A. For Each Product or System: List names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts. B. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. C. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings. D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. 3.02 OPERATION AND MAINTENANCEDATAFOR EQUIPMENTAND SYSTEMS A. For Each Item of Equipment and Each System: 1. Description of unit or system, and component parts. 2. Identify function, normal operating characteristics, and limiting conditions. 3. Include performance curves, with engineering data and tests. 4. Complete nomenclature and model number of replaceable parts. B. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and Southold Animal Shelter, Southold, NY 01/19/2007 CLOSEOUT SUBMITTALS sequences. Include regulation, control, stopping, shut-down, and emergency instructions. include summer, winter, and any special operating instructions. C. Maintenance Requirements: include routine procedures and guide for preventative maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. D. Provide servicing and lubrication schedule, and list of lubricants required. E. Include manufacture¢s printed operation and maintenance instructions. F. Include sequence of operation by controls manufacturer. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. H. Additional Requirements: As specified in individual product specification sections. 3.03 WARRANTIESAND BONDS A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within ten days after completion of the applicable item of work. Except for items put into use with Town of Southold, NY's permission, leave date of beginning of time of warranty until the Date of Substantial completion is determined. B. Verify that documents are in proper form, contain full information, and are notarized. C. Co-execute submittals when required. D. Retain warranties and bonds until time specified for submittal. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 CLOSEOUT SUBMITTALS SECTION 01810 PART 1 GENERAL 1.01 SUMMARY A. COMMISSIONING Commissioning is intended to achieve the following specific objectives; this section specifies the's responsibilities for commissioning: 1. Verify that the work is installed in accordance with the Contract Documents and the manufacturer's recommendations and instructions, and that it receives adequate operational checkout prior to startup: Startup repor/s and Prefunctional Checklists executed by are utilized to achieve this. 2. Verify and document that functional performance is in accordance with the Contract Documents: Functional Tests executed by and witnessed by the Commissioning Authority are utilized to achieve this. 3. Verify that operation and maintenance manuals submitted to Town of Southold, NY are complete: Detailed operation and maintenance (O&M) data submittals by are utilized to achieve this. 4. Verify that the Town of Southold, NY's operating pemonnel are adequately trained: Formal training conducted by is utilized to achieve this. B. The Commissioning Authority directs and coordinates all commissioning activities; this section describes some but not all of the Commissioning Authority's responsibilities. 1.02 SCOPE OF COMMISSIONING A. The following are to be commissioned: B. Plumbing Systems: 1. Water heaters. C. HVACSystem, including: 1. Major and minor equipment items. 2. Piping systems and equipment. 3. Ductwork and accessories. 4. Control system. 5. Vibration control devices. D. Electrical Systems: 1. Emergency power systems. E. Electronic Safetyand Security: 1. Fire and smoke alarms. F. Communications: 1. Voice and data systems. G. Other equipment and systems explicitly identified elsewhere in Contract Documents as requiring commissioning. 1.03 REFERENCES 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures; except: 1. Make all submittals specified in this section, and elsewhere where indicated for commissioning purposes, directly to the Commissioning Authority, unless they require review by Design Learned, Inc.; in that case, submit to Design Learned, Inc. first. Southold Animal Shelter, Southold, NY 01/19/2007 COMMISSIONING 2. Submit one copy to the Commissioning Authority, not to be returned. 3. Make commissioning submittals on time schedule specified by Commissioning Authority. 4. Submittals indicated as "Draft" are intended for the use of the Commissioning Authority in preparation of Prefunctional Checklists or Functional Test requirements; submit in editable electronic format, Microsoft Word 2003 preferred. 5. As soon as possible after submittals made to Design Learned, Inc. are approved, submit copy of approved submittal to the Commissioning Authority. B. Manufacturers' Instructions: Submit copies of all manufacturer-provided instructions that are shipped with the equipment as soon as the equipment is delivered. C. Product Data: If submittals to Design Learned, Inc. do not include the following, submit copies as soon as possible: 1. Manufacturer's product data, cut sheets, and shop drawings. 2. Manufacturer's installation instructions. 3. Startup, operating, and troubleshooting procedures. 4. Fan and pump curves. 5. Factory test reports. 6. Warranty information, including details of Town of Southold, NY's responsibilities in regard to keeping warranties in force. D. Startup Plans and Reports. E. Completed Prefunctional Checklists. PART2 PRODUCTS 2.01 TEST EQUIPMENT A. Provide all standard testing equipment required to perform startup and initial checkout and required Functional Testing; unless otherwise noted such testing equipment will NOT become the property of Town of Southold, NY. B. Equipment-SpecificTools: Where special testing equipment, tools and instruments are specific to a piece of equipment, are only available from the vendor, and are required in order to accomplish startup or Functional Testing, provide such equipment, tools, and instruments as part of the work at no extra cost to Town of Southold, NY; such equipment, tools, and instruments are to become the property of Town of Southold, NY. PART3 EXECUTION 3.01 COMMISSIONING PLAN A. Commissioning Schedule: 1. Submit anticipated dates of startup of each item of equipment and system to Commissioning Authority within 60 days after award of Contract. 2. Re-submit anticipated startup dates monthly, but not less than 4 weeks prior to startup. 3. Prefunctional Checklists and Functional Tests are to be performed in sequence from components, to subsystems, to systems. 4. Provide sufficient notice to Commissioning Authority for delivery of relevant Checklists and Functional Test procedures, to avoid delay. 3.02 STARTUP PLANS AND REPORTS A. Startup Plans: For each item of equipment and system for which the manufacturer provides a startup plan, submit the plan not less than 8 weeks prior to startup. B. Star[up Reports: For each item of equipment and system for which the manufacturer provides a startup checklist (or startup plan or field checkout sheet), document compliance by submitting the completed startup checklist prior to startup, signed and dated by responsible entity. Southold Animal Shelter, Southold, NY 01/19/2007 COMMISSIONING C. Submit directly to the Commissioning Authority. 3.03 PREFUNCTIONAL CHECKLISTS A. A Prefunctional Checklist is required to be filled out for each item of equipment or other assembly specified to be commissioned. 1. No sampling of identical or near-identical items is allowed. 2. These checklists do not replace manufacturers' recommended startup checklists, regardless of apparent redundancy. 3. Prefunctional Checklist forms will not be complete until after award of the contract; the following types of information will be gathered via the completed Checklist forms: a. Certification by installing contractor that the unit is properly installed, started up, and operating and ready for Functional Testing. b. Confirmation of receipt of each shop drawing and commissioning submittal specified, itemized by unit. c. Manufacturer, model number, and relevant capacity information; list information "as specified," "as submitted," and "as installed." d. Serial numberof installed unit. e. List of inspections to be conducted to document proper installation prior to startup and Functional Testing; these will be primarily static inspections and procedures; for equipment and systems may include normal manufacturer's start-up checklist items and minor testing. f. Sensor and actuator calibration information. B. Contractor is responsible for filling out Prefunctional Checklists, after completion of installation and before startup; witnessing bythe Commissioning Authority is not required unless otherwise specified. 1. Each line item without deficiency is to be witnessed, initialed, and dated by the actual witness; checklists are not complete until all line items are initialed and dated complete without deficiencies. 2. Checklists with incomplete items may be submitted for approval provided the attests that incomplete items do not preclude the pedormance of safe and reliable Functional Testing; re-submission of the Checklist is required upon completion of remaining items. 3. Individual Checklists may contain line items that are the responsibility of more than one installer; shall assign responsibility to appropriate installers or subcontractors, with identification recorded on the form. 4.If any Checklist line item is not relevant, record reasons on the form. 5. may independently perform startup inspections and/or tests, at his option; see Section 01700 for additional general startup requirements. 6.Regardless of these reporting requirements, is responsible for correct startup and operation. 7.Submit completed Checklists to Commissioning Authority within two days of completion. C. Commissioning Authority is responsible for furnishing the Prefunctional Checklists to. 1. Initial Drafts: is responsible for initial draft of Prefunctional Checklist where so indicated in the Contract Documents. 2. Provide all additional information requested by Commissioning Authority to aid in preparation of checklists, such as shop drawing submittals, manufacturers' startup checklists, and O&M data. 3. Commissioning Authority may add any relevant items deemed necessary regardless of whether they are explicitly mentioned in the Contract Documents or not. 4.When asked to review the proposed Checklists, do so in a timely manner. D. Commissioning Authority Witnessing: Required for: 1. Each piece of primary equipment, unless sampling of multiple similar units is allowed by the commissioning plan. 2. A sampling of non-primary equipment, as allowed by the commissioning plan. Southold Animal Shelter, Southold, NY 01/19/2007 COMMISSIONING E. Deficiencies: Correct deficiencies and re-inspect or re-test, as applicable, at no extra cost to Town of Southold, NY. 1. If difficulty in correction would delay progress, report deficiency to the Commissioning Authority immediately. 3.04 FUNCTIONALTESTS A. A Functional Test is required for each item of equipment, system, or other assembly specified to be commissioned, unless sampling of multiple identical or near-identical units is allowed by the final test procedures. B. Contractor is responsible for execution of required Functional Tests, after completion of Prefunctional Checklist and before closeout. C. Commissioning Authority is responsible for witnessing and reporting results of Functional Tests, including preparation and completion of forms for that purpose. D. Contractor is responsible for correction of deficiencies and re-testing at no extra cost to Town of Southold, NY; if a deficiency is not corrected and re-tested immediately, the Commissioning Authority will document the deficiency and the's stated intentions regarding correction. 1. Deficiencies are any condition in the installation or function of a component, piece of equipment or system that is not in compliance with the Contract Documents or does not perform properly. 2. When the deficiency has been corrected, the completes the form certifying that the item is ready to be re-tested and returns the form to the Commissioning Authority; the Commissioning Authority will reschedule the test and the shall re-test. 3. Identical or Near-Identical Items: If 10 percent, or three, whichever is greater, of identical or near-identical items fail to perform due to material or manufacturing defect, all items will be considered defective; provide a proposal for correction within 2 weeks after notification of defect, including provision for testing sample installations prior to replacement of all items. 4. Contractor shall bear the cost of Town of Southold, NY and Commissioning Authority personnel time witnessing re-testing. E. FunctionaITest Procedures: 1. Some test procedures are included in the Contract Documents; where Functional Test procedures are not included in the Contract Documents, test procedures will be determined by the Commissioning Authority with input by and coordination with. 2.Examples of Functional Testing: a. Test the dynamic function and operation of equipment and systems (rather than just components) using manual (direct observation) or monitoring methods under full operation (e.g., the chiller pump is tested interactively with the chiller functions to see if the pump ramps up and down to maintain the differential pressure setpoint). b. Systems are tested under various modes, such as during iow cooling or heating loads, high loads, component failures, unoccupied, varying outside air temperatures, fire alarm, power failure, etc. c. Systems are run through all the HVAC control system's sequences of operation and components are verified to be responding as the sequence's state. d. Traditional air or water test and balancing (TAB) is not Functional Testing; spot checking of TAB by demonstration to the Commissioning Authority is Functional Testing. F. Deferred Functional Tests: Some tests may need to be performed later, after substantial completion, due to partial occupancy, equipment, seasonal requirements, design or other site conditions; performance of these tests remains the's responsibility regardless of timing. 3.05 SENSOR AN D ACTUATOR CALIBRATION Southold Animal Shelter, Southold, NY 01/19/2007 COMMISSIONING A. Calibrate all field-installed temperature, relative humidity, carbon monoxide, carbon dioxide, and pressure sensors and gages, and all actuators (dampers and valves) on this piece of equipment shall be calibrated. Sensors installed in the unit at the factory with calibration certification provided need not be field calibrated. 3.06 TEST PROCEDURES- GENERAL A. Provide skilled technicians to execute starting of equipment and to execute the Functional Tests. Ensure that they are available and present during the agreed upon schedules and for sufficient duration to complete the necessary tests, adjustments and problem-solving. B. Provide all necessary materials and system modifications required to produce the flows, pressures, temperatures, and conditions necessary to execute the test according to the specified conditions. At completion of the test, return all affected equipment and systems to their pre-test condition. C. Manual Testing: Use hand-held instruments, immediate control system readouts, or direct observation to verify performance (contrasted to analyzing monitored data taken over time to make the "observation"). D. Simulating Conditions: Artificially create the necessary condition for the purpose of testing the response of a system; for example apply hot air to a space sensor using a hair dryer to see the response in a VAV box. E. Simulating Signals: Disconnect the sensor and use a signal generator to send an amperage, resistance or pressure to the transducer and control system to simulate the sensor value. F. Over-Writing Values: Change the sensor value known to the control system in the control system to see the response of the system; for example, change the outside air temperature value from 50 degrees F to 75 degrees F to verify economizer operation. G. Indirect Indicators: Remote indicators of a response or condition, such as a reading from a control system screen reporting a damper to be 100 percent closed, are considered indirect indicators. H. Monitoring: Record parameters (flow, current, status, pressure, etc.) of equipment operation using dataloggers or the trending capabilities of the relevant control systems; where monitoring of specific points is called for in Functional Test Procedures: 1. Graphical output is desirable and is required for all output if the system can produce it. 3.07 OPERATION AND MAINTENANCE MANUALS A. See Section 01780 for additional requirements. B. Add design intent documentation furnished by Design Learned, Inc. to manuals prior to submission to Town of Southold, NY. C. Submit manuals related to items that were commissioned to Commissioning Authority for review; make changes recommended by Commissioning Authority. D. Commissioning Authority will add commissioning records to manuals after submission to Town of Southold, NY. END OF SECTION Southold Animal Shelter, Southold. N'," 01/19/2007 COMMISSIONING Southold Animal Shelter Janamy 2007 DIVIgION 2 -glTE WORK GF, NER Al, The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under the Division. TARI ,E OF CONTENTg - DIVIglON NO_ 2 - RITE WORK Included in this Division are the following sections: 02040 02050 02150 02160 02200 02222 02231 02233 02315 02320 02512 02518 02522 02525 02540 02552 02595 02623 02624 02630 02722 02723 02772 02775 02780 02788 02820 02832 02862 02911 Selective Demolition Demolition Cleating and Grabbing Shoring and Bracing Site Preparation Clean Granular Fill Screened Subangular Stone Crushed Bluestone Removal and Replacement of Unsuitable Material Unclassified Excavation & Grading PVC Water Pipe and Fittings Water Main Hydrants Water Service and Reduced Pressure Zone Device Water Piping Completion Septic Systems Plastic Gas Piping and Appurtenances Geotextile Filter Fabric 8oz. Polyvinyl Chloride (PVC) Pipe Corrugated Polyethylene Pipe (Smooth Interior) Storm Drainage Pavement Subbase Preparation Recycled Portland Cement Concrete Aggregate Base Course Concrete Curb Concrete Walks Unit Pavers Cast-in-place Tactile Panels Vinyl Picket Fence, Gates & Hardware Steel Landscape Edging Site Electric Topsoil DIVISION2 - Page 1 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - ~qlTE WORK ~qECTION {120,10 - ~qEl ~ECTIVE DEMO1JTION DE~q~RIPTION Under this Section, the Contractor shall supply all labor, materials, equipment and incidentals necessary to complete the Selective Demolition work and Debris removal as specified herein, shown on the Contract Drawings and/or as directed by the Engineer. INTENT The intent of the section titled "Selective Demolition" is the removal of all existing structures, surfaces, features and incidentals located within the footprint of the proposed building and as required for construction. All items appropriately def'med by the contract drawings shall be removed for disposal. The Contractor shall execute the selective demolition activity in accordance with all of the sections of this specification and associated trades. The existing animal shelter building is not part of this item and will remain functional during construction. ~qi~OPE In general, the work to be done shall include but not be limited to the following: B. C. D. E. F. Pavements and curb removal Foundations Drainage structures Signage Retaining walls and fencing Sawcutting ,~ELECT1VE DEMOI,ITION DE~qCRIPTION AND DETAIl The Contractor shall completely remove all steel, asphalt, concrete and debris to allow for the proposed construction as shown on the Contract Drawings and directed by the Engineer. All materials and debris to be demolished shall be removed and disposed of off site. The Contractor shall exercise extreme care NOT to damage the existing structures and surfaces which are to remain. The Contractor shall remove from the site all cut-offs and demolished materials and replace remaining voids and previously occupied spaces with suitable granular fill material properly compacted in place. Off-site disposal for all demolished material and debris shall be at a facility approved by the New York State Department of Environmental Conservation. All costs, permits, etc., for proper disposal shall be borne by the Contractor. Sawcutting shall be performed by a mechanically driven wet saw and saw blade shall be able to cut full depth through the pavement in one pass. DIVISION 2 -Page 2 of 63 Southold Animal Shelter Janaury 2007 DMglON 2 - ~glTE WORK END OF gECTION fl2flAfl - gel ~E(?TIVE DEMOI ,ITION DIVISION 2 -Page 3 0£63 Southold Animal Shelter Janaury 2007 DMSION 2 = SITE WORK ~gECTION 020~;0 - DEMOI .ITION DESCRIPTION Under this Section, the Contractor shall supply all labor, materials, equipment and incidentals necessary to complete the Demolition work and Debris removal as specified herein, shown on the Contract Drawings and/or as directed by the Engineer. 1NTENT The intent of the section tifled "Demolition" is to properly identify all existing site features and to appropriately define the removal, disposal and salvage activity associated with each feature. The Contractor shall execute the demolition activity in accordance with all of the sections of this specification. SCOPE In general, the work to be done shall include but not be limited to the following: B. C. D. E. F. G. H. Pavement and curb removal Former Animal Shelter Building Buildings foundations Pavements and slabs Drainage structures Signage Retaining walls and fencing Sawcutting ENVIRONMENTAI, glIRVEV & REPORT The General Contractor shall perform an environmental survey of the existing animal shelter building prior to commencement of demolition. The inspection agency must be certified and licensed. The survey shall inspect the building for potential contaminants such as asbestos, lead and material that may require abatement or special handling for the building demolition to occur. The environmental inspection agency shall be hired by the General Contractor and cost for the inspection with report shall be included in the unit cost for demolition. The inspection report shall be furnished to the Town Engineer for review prior to commencement of work. DEMOI,ITION DESCRIPTION AND DETAIl DIVISION 2 Page 4 of 63 Southold Animal Shelter Janaury 2007 DIVIglON 2 - glTE WORI~ Termination, abandonment and making-safe of all existing utilities to the former animal shelter shall be by the appropriate contractor (Plumbing and/or Electric) prior to the commencement of demolition. The Contractor shall completely remove all steel, masonry, asphalt, concrete and debris to allow for the proposed construction of the entire site as shown on the Contract Drawings and directed by the Engineer. All materials and debris to be demolished shall be removed and disposed of off site. The Contractor shall exercise extreme care NOT to damage the existing structures and surfaces which are to remain. The Contractor shall remove from the site all cut-offs and demolished materials and replace remaining voids and previously occupied spaces with suitable granular fill material properly compacted in place. Off-site disposal for all demolished material and debris shall be at a facility approved by the New York State Department of Environmental Conservation. All costs, permits, etc., for proper disposal shall be bome by the Contractor. Sawcutting shall be performed by a mechanically driven wet saw and saw blade shall be able to cut full depth through the pavement in one pass. ~qANITARV ,qV,qTEMS Sanitary systems shall be removed in accordance with the Suffolk County Department of Health Services regulations. Coordination, inspection, documentation and notification of the SCDHS shall be the responsibility of the Contractor. WATER Vt/El,I, ABANDONMENT (If A.n_nlieahle./ The water well shall be abandoned in accordance with the Suffolk County Department of Health Services regulations. The Contractor shall be responsible to include but not limited to the following: a. Disconnect power and make safe b. Remove pump, screen and riser c. Removal of exposed well head d. Backfill material and plug Coordination, inspection, documentation and notification of the SCDHS shall be the responsibility of the Contractor. PETROI~EIIM TANK REMOVAl, A. The petroleum tank(s) shall be removed by a qualified contractor in accordance with the Suffolk DIVISION 2 - Page 5 of 63 Southold Animal Shelter Janaury 2007 I)IVIglON 2 - glTE WORK County Department of Health Services regulations. B. Tanks located above and below grade shall be included contents included heating oil, diesel fuel, and waste oil. C. The Contractor shall be responsible to include but not limited to the following: 1. Disconnect power and make safe (if applicable) 2. Pump tank of existing liquids by a qualified contractor 3. Proper abatement tank and clean for disposal 4. Removal of tank to an approved disposal facility 5. Clean surrounding slabs and equipment in contact with the remove tank or petroleum residue. Coordination, inspection, documentation and notification of the SCDHS shall be the responsibility of the Contractor. F, NB OF gECTION fl20gO - DF. MO1 .ITION DIVISION 2 -Page 6 of 63 Southold Animal Shelter Janaury 2007 DIVIglON 2 - glTE WORK gECTION 021_~0 - CI ~EARING AND GRIIRRING WORK INC. I J IDED The work shall consist of cleating and grubbing the entire area of the project site to the limits indicated on the contract drawings and/or as directed by the Engineer. The Contractor shall carefully protect and guard all trees and shrubs except those to be removed within or adjacent to the project site. The use of any machine, equipment or appliance on any part of the work in such a manner as to injure, sear, or kill such trees and shrubs, which are to remain, is prohibited. The Contractor shall remove all trees, brush, stems, branches, stumps, stubs, roots, dead wood, undergrowth and other objectionable material in the area shown on the contract drawings and/or as directed by the Engineer. REMOVAl, AND DlgPOgAL All materials cleared and grubbed shall be disposed of as follows: Off-Site Disposal: Cleared and grubbed material shall be disposed of off-site at an approved New York State Department of Environmental Conservation Facility. All fees associated with off-site disposal shall be borne by the Contractor. All uprooted vegetation from the land clearing operations shall be removed or properly disposed of within 15 days. 3. Burying or burning of cleared and grubbed material is strictly prohibited. The Contractor shall take care to remove any bushes or shrubs located along the project limits and damaged during the construction. GRADING The area cleared shall be rough graded to the lines and limits as shown on the plans and shall be left with a neat and finished appearance. The area shall be rough graded in a manner so not to cause stormwater runoff to impact adjacent areas and or directly follow into the designated wetland areas. END OF gECTION 02120 - CI.EARING AND GRIIRRING DIVISION 2 -Page 7 of 63 Southold Animal Shelter Janaury 2007 BIVISlON 2 - SITE WORK SECTION 0216fl - SHI~R1N~ AND SHF, ETING ~ENERAL The Contractor shall fumish all labor, materials equipment, tools and appurtenances required to complete the work of shoring, bracing, and sheeting or sheet piling, necessary to complete the construction, protect structures, and prevent the loss of ground or caving of embankments, as shown, specified or required, and shall meet all applicable building and safety codes. Pressures on sheeting and the stability of the sheeting and bottom of the excavation are dependent not only on soil conditions but upon many procedures and options available to the Contractor, such as dewatering, staging of excavation and installation of bracing, flexibility of sheeting, construction equipment used, and time of completing the work. All such factors shall be considered investigated in the design of the sheeting and bracing. RELATED DOCUMENTS Recommended Technical Provisions for Shoring and Sloping of Trenches and Excavations, U.s. Department of commerce. Construction Safety and Health Regulations, U.S. Department of Labor, Occupational Safety and Health Administration. Sl IRMITTAI ,~q In trenches, the sheeting shall be designed so that the lowest brace is no closer than 12 inches above the base of the structure to be installed. Therefore, the Contractor shall submit drawings, computations and substantiating data prepared, and signed and sealed by a Professional Engineer licensed in the State, showing his proposed sheeting, sheet piling, and bracing design and method of construction for the information of the Engineer prior to the start of such construction. Any review or comments by the Engineer shall not relieve the Contractor of his responsibility for sheeting and bracing. QIJAI,ITY CONTROI~ During the installation of the sheeting and bracing and as long as the excavation is open, the Contractor's Professional Engineer shall monitor the work to ensure that it is carried out in accordance with his design and procedures. For this purpose, leveling observations for heave and settlement shall be made in addition to piezometric readings where excavations extend below the water table or through soft cohesive soils. MATERIAI.S A. Steel Sheet Piling - Steel sheet piling shall conform to the requirements of ASTM A328. DIVISION2 - Page 8 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - SITE WORK Timber Sheeting - The timber, unless otherwise noted, may consist of any species which will satisfactorily stand driving. It shall be sawn or hewn with square comers and shall be free form worm holes, loose knots, wind shakes, decayed or unsound portions, or other defects which might impair its strength or tightness. VERIFVINC. EXISTIN(TM. CONDITION~ Before commencing work, the Contractor shall check and verify all governing dimensions and elevations, including field measurements of existing and adjoining work on which his work is dependent, to assure proper fit and clearance of each part of the work to the new and existing structures. The Contractor's attention is drawn to General Conditions for general information for evaluating existing conditions which may affect his work. COORDINATION WITH OTHER OPERATIONS The schedule and progress of the shoring, bracing, and sheeting work shall be coordinated with the dewatering, excavation, and backfilling work. If, during the progress of the excavation, lateral movement of the adjacent ground or structures is discovered, corrective measures shall be taken immediately to prevent further movement. INSTAl ,I,ATION A. All ~heeting All sheeting, whether steel or timber, permanent or temporary, shall be safely designed and shall be carried to adequate depths and braced as necessary for proper performance of the work. Construction shall be such as to permit excavation as required. Interior dimension shall be such as to give sufficient clearance for construction forms and their inspection. Movements of sheeting or bracing which prevent the proper completion of the sub-structure or cause damage to any adjacent structure by undermining or any other change shall be corrected at the sole expense of the Contractor. No part of the sheeting or bracing shall be allowed to extend into the structure without written permission of the Engineer. If the Engineer is of the opinion that, at any point, any proper supports have not be provided, he may order additional supports put in at the expense of the Contractor, and compliance with such order shall not relieve or release the Contractor from his responsibility for the sufficiency of such supports. Care shall be taken to prevent voids outside of the sheeting, but if voids are formed, they shall be immediately filled and rammed. Permanent Steel Sheet Piling In locations where sheeting is installed to protect existing structures, it shall remain in place DIVISION 2 -Page 9 of 63 Southold Animal Shelter Janaury 2007 DIVI~ION 2 - ~qlTE WORK unless otherwise specified. All permanent sheeting shall be steel. Permanent steel sheet piling shall be cut off at 2 feet below the original ground, or as directed by the Engineer. All material cut off shall remain the property of the contractor shall be disposed of by him. C. Temporary Steel or Timber ,qheefing 1. Temporary sheeting shall be either steel or timber. Unless otherwise ordered by the Engineer, all parts of the temporary sheeting shall be removed upon completion of the work for which it was provided. The excavation shall be backfilled and properly compacted prior to removal of sheeting unless otherwise permitted by the Engineer. Sheeting may be left in place at the option of the Contractor if so permitted by the Engineer and the cut-offs removed f~om the site. The Contractor shall leave in place to be embedded in the backfill, any sheeting and bracing which the Engineer may direct him in writing to leave in place at any time, during the progress of the work, for the purpose of preventing injmy to structures, utilities, or property, whether public or private. The Engineer may direct that steel or timber used for sheeting and bracing be cut off at any specified elevation. The right of the Engineer to order sheeting and bracing left in place shall not be construed as creating any obligation on his part to issue such orders, and his failure to exercise his right to do so shall not relieve the contractor f~om liability for damages to persons or property occurring form or upon the work occasioned by negligence or otherwise, growing out of a failure on the part of the Contractor to leave in place sufficient sheeting and bracing to prevent any caving or moving of the ground. No sheet is to be completely withdrawn if driven below mid-diameter of any pipe or structure footing, and under no circumstances shall any sheeting be cut off at a level lower than 1 foot above the top of any pipe. REMOVAl, OF ,qHORING AND RRACINC. MATERIAl Whether the Contractor elects not to remove shoring and bracing material, all such material shall be removed to the extent that the top of the material shall be a minimum of 5 feet below the proposed finished grade. Removal of shoring and bracing shall be carried out in a manner such that no structure shall be disturbed or damaged during or after removal. Protection of structures during the removal of the shoring and bracing shall be the sole responsibility of the Contractor, and any disturbance or damage shall be rectified at no expense to the Owner. ~AFETV DIVISION 2-Page 10 of 63 Southold Animal Shelter DM~qlON 2 - SITE WORK Janaury 2007 Installation and removal methods of shoring and bracing shall meet, or exceed, the minimum requirements of the applicable codes and safety precautions as outlined in such codes, and shall be enforced by the Contractor. METHOD OF PAYMENT The Contractor shall not receive separate payment for the cost of shoring and bracing. All costs for shoring and bracing shall be included within the unit payment item for related items listed on the Proposal Form. END OF ~ECTION fl216fl - ~HORING AND ~HEETING DIVISION 2 - Page 11 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - SITE WORK SECTION 02200 - SITE PREPARATION WORK INC. LUDED The Contractor shall furnish labor, materials, equipment and appurtenances necessary or required to perform and complete all work including, but not limited to the following: A. Location and Stakeout Cleating, removing and the legal disposal of all debris and miscellaneous structures not covered under other sections of these Specifications. The Contractor shall do all stakeout, layout, and elevations necessary to perform the intended construction. Surveying shall be performed by a I jcenned I ,and Snrveyar acceptable to the Engineer. All instruments, equipment, stakes and any other material necessary to perform this work satisfactorily shall be provided by the Contractor and approved by the Engineer. QIIAI,ITV ASSURANCE Location and stakeout work shall be performed by a Professional Engineer or Land Surveyor duly licensed in the State of New York. The Contractor shall, at their own expense, secure and pay for all permits, inspections, fees and give all legal notices that may be required in connection with the work, including the notification of owners of existing subsurface gas and other utility lines. INSPECTION The Contractor shall visit and thoroughly familiarize themselves with the site and with the scope of work to be done. Bo When the Contractor submits their proposal, it shall be interpreted to mean that he has examined the site, fully understands the existing and proposed conditions and has made due allowances for them in their proposal. pREPARATION Notification of utility companies shall be in accordance with Industrial Code Rule #53 of Title 12, of the Official Compilation of Codes, Rules and Regulations of the State of New York. Notify all utility companies, prior to start of work and ascertain location of all existing utilities. C. Exercise extreme caution in the area of existing utilities so as not to cause damage or DIVISION2 Page 12of63 Southold Animal Shelter Janaury 2007 DIVIglON 2 = glTE WORK breakage. The Contractor shall verify all elevations and satisfy themselves as to their correctness by visiting the site of the proposed work and examining the actual condition prior to the beginning of the work. PERFORMANCF The Contractor shall exercise diligent care to protect existing trees, shrubs and under-growth not to be removed and shall replace at his own expense any such existing plants, trees, shrubs or other plant material removed, destroyed, disfigured or damaged because of his negligence with similar planting approved by the Engineer. B. All wood and brush shall be legally disposed of by the Contractor at their own expense. AI~.HIgT ANB CLEAN The Contractor shall clean up and remove from the site all rubbish and surplus material as fast as it accumulates and shall not pennit it to be scattered about the project site. PROTECTION OF EXIgTING VEGETATION Top soil cover over root systems of existing trees and shrubs shall be minimized and never exceed 6 inches in depth. Trenching across tree root systems should be a minimum distance to the tree diameter in inches, converted to feet, from the tree mink. (E.g. 10 inch caliper tree shall have a minimum of 10 feet distance between trunk and trench.) Tunnels under the root system should start 18 inches or deeper below existing grade. Tree roots which must be severed should be cut clean. Backfill material around roots shall be topsoil. Construct sturdy fences, wood or steel barriers, or other protective devices surrounding valuable vegetation from construction equipment. Place barriers far enough from tree so that all equipment such as backhoes and dump trucks do not contact tree trunk or branches. Trees shall be protected from grade to the lowest branch or 8' above grade, whichever is lowest. Material shall only be stockpiled in locations approved by the engineer. No equipment shall be parked or repaired, and no oil, gasoline, concrete or other debris shall be dumped near trees and shrubs to remain. At the end of each workday, all debris shall be removed and disposed of off-site. Obstructive and broken branches should be pruned properly. The 3 cut method should be used on all branches larger than two inches at the cut. The branch collar on all branches whether living or dead should not be damaged. First cut the underside of the branch partly DIVISION 2 - Page 13 of 63 Southold An~raal Shelter Janaury 2007 DIVI,qlON 2 - SITE WORK through 6 inches or more from tree. Cut through the branch 2 inches or further out from tnmk. The final cut should be made by placing the shears or saw in front of the branch bark ridge and cutting downward and slightly outward. Do not paint the wounds. Any trees damaged during construction shall be repaired by an approved tree surgeon. Any tree erroneously removed or damaged beyond satisfactory repair shall be replaced with the same species, 6 inches in caliper, which shall be balled, burlapped and platformed and planted at the direction of the Eng/neer. Where cuts expose or affect root systems of trees, the exposed roots shall be cut off cleanly and such areas shall be backfilled with topsoil as soon as practicable and shall be watered and protected from further damage. END OF ~ECTION 02200 - ,qlTE PREPARATION DIVISION 2 - Page 14 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 = ~ITE WORK ~E(~TIf)N 02222 - DESCRIPTION Under this Item, the Contractor shall furnish, place and compact clean granular fill material in accordance with the plans and specifications and/or as directed by the Engineer. The Contractor shall not deliver material to the site withont prior approval By the Engineer Clean granular fill material delivered without prior approval of the Engineer will not be paid. INTENT The intent of this section is to provide clean granular soil material as specified to locations where filling is required. Based upon existing site conditions and the proposed grading plan, the construction activity within the proposed site shall generate an excess of clean granular soil material. The importation of clean granular fill from off-site sources shall be done only when all construction activity has not yielded the required volume of acceptable fill material on-site. MATERIAL~ Clean granular fill shall be sound, hard, durable bank run sand and gravel. Gradation shall be as follows as determined by ASTM D422 Testing Methods Sieve Size Percent Passing, bv Weic, ht 1 -inch 100% No. 40 0-70% No. 200 0-10% The Engineer reserves the right to randomly test for conformance any material that arrives at the site. Ail costs associated with laboratory testing of the material shall be borne by the Contractor. (~ON~qTRI If~TION DETAIl The Contractor shall furnish and place clean granular fill material as directed by the Engineer. The fill material shall be placed in 6" to 9" lifts and thoroughly compacted with a vibratory tamper or other approved means. The fill material shall be compacted to 95% of maximum density at optimum moisture content in accordance with ASTM D698 Standard Proctor. Testing fees shall be borne by the Contractor. END OF ~ECTION 02222 - CI~EAN C. RANIII,AR FIIJ, DIVISION 2 - Page 15 of 63 Janaury 2007 Southold Animal Shelter DIVISION 2 = SITE WORK SECTION 02231 - SCREENED SI IRANGI ]I,AR STONE DESCRIPTION Under this Item, the Contractor shall furnish and install/compact screened subangular stone material in accordance with the plans and specifications and/or as directed by the Engineer. MATERIAI.S Screened subangular stone shall be furnished by the Contractor and approved by the Engineer. All angular stone material shall be free of any debris, chemicals or waste materials. CONSTRIICTION DETAIl ,g The Contractor shall furnish, transport and place the screened subangular stone material as shown on the construction plans or as directed by the Engineer. END OF SECTION 02231 -SCREENED SIIRANGUI~AR STONE DIVISION 2 - Page 16 of 63 Southold Animal Shelter Janaury 2007 I)IVI~ION 2 - ~ITE WORK SECTION 02233 - CRI J,qHED Bl,l IE,qTONE DESCRIPTION Under this Item, the Contractor shall furnish and install/compact crushed bluestone material in accordance with the plans and specifications and/or as directed by the Engineer. MATERIAL~ The 3/8-inch crushed bluestone shall be furnished by the Contractor and approved by the Engineer. All bluestone material shall be free of any debris, chemicals or waste materials. CON~qTRI ICTION DETAIl ,~q The Contractor shall furnish, transport and place the crushed bluestone material as shown on the construction plans or as directed by the Engineer. END OF ~qECTION fl22]~ - C~RI I,qHED RI ,IIE,qTONE DIVISION 2 - Page 17 of 63 Southold Animal Shelter Janaury 2007 DM~ION 2 - SITE WORK ,~ECTION fl2315 -REMOVAI. AND REPI .ACEMENT OF 1 ]N~qlllTAlll .E MATERIAI~ I'}E~qCRIPTION Under this Item, the Contractor shall supply all labor, materials, equipment and incidentals necessary to excavate unsuitable soil material, if encountered, and dispose offsite. In addition, under this Item, the Contractor shall supply all labor, materials, equipment and incidentals necessary to backfill the volmne of material excavated with clean soil in accordance with the Specifications and the Engineer. CON~qTRI ICTION DETAII~ All applicable OSHA requirements shall apply for construction activities. Upon completion of soil sampling and analysis, and removal of unsuitable materials, if required, the excavated waste areas shall be backfilled to the grades prior to the unsuitable excavation with clean suitable material obtained fi.om on-site or off-site sources. The remaining backfill, if required, to meet proposed grades shall be as specified in Unclassified Excavation and Embankment. END OF ~ECTION 02315 - REMOVAI~ & REPI~ACEMENT OF IINSUITARI~E MATERIAl. DIV1SION 2 -Page 18 of 63 Southold Animal Shelter Janaury 2007 I)[VLqlON 2 - ~ITE WORK SECTION fl2320 - IINCI ,A~q~qlFIED EXCAVATION AND GRADING CI,AS~IFICATION Classification of excavation: Excavation shall be unclassified, and the term "unclassified excavation" shall be understood to mean any and all materials encountered during excavation work including structures, pavement, trees and stumps, foundations, retaining walls, earth, piping, demolition, drainage systems, etc. GENERAl. ~qlTE EXCAVATION A. The Contractor shall cut to exact elevations, grade and transport excavated materials to fill areas of the site if the material conforms to the specifications and/or as approved by the engineer. Material, which is unacceptable to the Engineer, shall be disposed of at the Contractor's expense. B. Unstable soil shall be removed and replaced with on-site sand or gravel and shall be thoroughly compacted. C. Adequate provision shall be made to intercept or divert all surface water from the areas of construction operations and designated wetlands. D. The Contractor shall establish a construction grid for the areas of proposed excavation a grading to establish all stakeout, layout, and elevations necessary to perform the intended construction. Surveying shall be performed by a 1Jeen~ed l.and ,qnrveyor acceptable to the Engineer. All instruments, equipment, stakes and any other material necessary to perform this work satisfactorily shall be provided by the Contractor and approved by the Engineer. EXCAVATION FOR ~qTRIICTIIRE,R: A. Depth: As indicated B. Clearance: Sufficient for formwork or other work to be performed. C. Embankments and Berms: Excavate to angle of recline or provide sheeting, shoring and bracing required for containing earth bank. D. Excess Depth: Carry footing and foundation walls to undisturbed soil. E. Loose Material and Debris: Keep out of excavation so footings will rest on solid, undisturbed soil. F. Protect against frost until concrete is poured. G. Soil Beating Capacity: Do not proceed with pouting footings until nature of soil under footings has been inspected and approved by the Engineer. EXCAVATION FOR PIPE~ ANI~ CONI)IIIT DIVISION 2 -Page 19 of 63 Southold Animal Shelter Janauty 2007 DIVIglON 2 - ,glTE WORK Trench excavation to depths and widths as indicated on the contract drawings and or as directed by the engineer. EXCAVATION FOR PIPEg: gTORMYVATER AND ,gEPTIC SYSTEMS Excavation to depths and widths as indicated on the contract drawings and or as necessary for installation of the precast concrete structures and associated piping. END OF ,gF, CTION 02~2fl - I]NCI,AgglFIED EXCAVATION AND GRADING DIVISION 2 -Page 20 of 63 Southold Animal Shelter Janaury 2007 DIVI,~ION 2 - ,~ITE WORK ,~ECTIC)N 02212 I PVC WATER PIPE AND FITTINI'~ DESCRIPTION Furnish and installation of all specified plastic water pipe and fittings required for approved installation of the water distribution system as indicated on the Contract Drawings ~IIRMITTAI Product Data: Manufacturer's specifications with detailed information regarding dimensions, pressure rating, fittings and installation instructions. Manufacturer's data must indicate compliance with the standards specified herein. MATERIAl PVC Water Main - The PVC water main piping shall be Blue BruteTM AWWA C900 PVC pressure pipe as manufactured by IPEX, Inc., www.ipexinc.com or approved equal. All PVC pipe shall bear the approval seal of the National Sanitation Foundation (NSF) that will remain legible during normal handling, storage, and installation. PIPE COLOR SHALL BE BLUE FOR POTABLE WATER MAINS. PVC Molded Fittings - The molded water main fittings shall be Blue BruteTM AWVVA C907 injection molded fittings as manufactured by U?EX, Inc., www ipexinc eom or approved equal. All PVC pipe fittings shall bear the approval seal of the National Sanitation Foundation (NSF) for potable water pipe. V^I ~vE,q- All valves shall be the manufacturer's standard design for the service intended and shall bear the maker's name and pressure rating cast on the body, also the valve type, size, flow direction arrow, if applicable. Valves shall open left (counter clockwise) with an arrow cast in the metal of operating hand wheels or nuts indicating the direction of opening. Gate Valves- Underground gate valves shall be of the resilient seat type meeting the requirements of AWWA C500/C509. These valves shall have non-rising stems, shall be furnished with 2-inch square AWWA operating nuts, and shall open when the nut is turned counterclockwise. Valves shall have mechanical joint ends and shall be furnished complete with joint accessories. Exposed or aboveground gate valves shall be outside screw and yoke (OS&Y) flanged joint type. Valves shall be Ken-Seal as manufactured by Kennedy; Metroseal by U.S. Pipe; or approved equal. See Exhibit W-7. Tapping Valves- Tapping valves shall be mechanical joint outlet, non-rising, stem, resilient seat gate valves meeting the applicable requirements of AWWA C509. Tapping valves shall be specifically designed for pressure tapping with sufficient seat opening to allow full diameter taps to be made. Tapping valves shall be manufactured with an integral tapping flange having a raised lip design. DIViSiON2 - Page 21 of 63 Southold Animal Shelter Janaury 2007 DIV[qlON 2 = ~ITE WORK Tapping Sleeve~- Tapping sleeves for size-on-size connections shall be mechanical joint split cast iron units and rated for 150 psi working pressure in accordance with AWWA C110. For less than size-on-size connections, tapping sleeves shall be fabricated steel units with a fusion-bonded epoxy coating and shall be pressure rated as above. The contractor shall determine the outside diameter of the existing main before ordering the sleeve. Tapping sleeves shall have an outlet flange per ANSI B16.1,125 lb. standard. Service Saddles- Service saddles shall have a ductile iron body, be equipped with double tie straps, and be suitable for either wet or dry installation. The sealing gasket shall be the O-ring type suitable for the applicable service. Outlet flange shall be ANSI B16.1, 125 lbs. standard. Tie straps and bolts shall be a corrosion resistant alloy steel. Service saddles shall be Type 313 or 323 as manufactured by Rockwell, or approved equal. Valve Flax- Valve boxes for all valves installed below ground shall be cast iron. They shall be adjustable to fit the depth of earth cover over the valve and shall be designed so as to prevent the transmission of surface loads directly to the valve or piping. Valve boxes shall have a minimum interior diameter of 5 inches. Valve box extension shall be installed to reserve a minimum of 50% of the adjustment for a future extension. The operating nut should not exceed 36 inches below finished grade. However, if conditions require that the operating nut exceeds 36 inches, then an extension, mechanically attached to the valve, shall be added, and the top of the extension shall not exceed 18 inches below finished grade. The cover of the valve box shall be marked "Water" and shall be securely installed as to prevent tipping or rattling. INSTAl J,ATION A. Install pipe as indicated on the Drawings. B. Pipe in Trenches: Keep trenches free from water. Grade and shape trench bottom to insure a firm uniform beating for the entire trench length. Provide a minimum cover of 4'-6" to finished grade unless otherwise shown on the drawings. Cut pipe as recommended by the manufacturer. Lay pipe on a continuously rising grade from low points to high points at service lines, air release valves or hydrants. At each joint, dig a bell hole sufficiently wide and deep to allow the pipe barrel to bear uniformly on the trench bottom. Construct concrete thrust blocks behind bends, tees, caps and plugs. Minimum block size shall be 2 cubic feet in volume and cast concrete against undisturbed earth. PROTECTING PIPE DIVISION 2 Page 22 of 63 Southold Animal Shelter Janaury 2007 DIV[qlON 2 - ~qlTF, WORK During the progress of the Work keep pipe clean from all sediment, debris, and other foreign material. Close all open ends of pipes and fittings securely with removable plugs at end of Work day, during storms, when the Work is left at any time, and at such times as the Director's Representative may direct. All water piping shall have a suitable electronic locator tape (metallic) buried over the water main approximately one foot below grade. The tape shall be continuous between valves and secured to each valve. The tape shall be at least 4.5 mils thick, 2-inch minimum width and made with an aluminum material sandwiched between 2 layers of polyethylene. It shall have imprinted in permanent black ink with 1- inch letters "CAUTION WATER MAiN BURIED BELOW" on blue background. F, N1) OF ~F. CTION fl~512 - PVC WATER PlPF, AND FITTINf~q DIVISION 2 -Page 23 of 65 Southold Animal Shelter Janaury 2007 DMSlON 2 - SITE WORK SECTION 02518 -WATER MAIN HVDRANTS DESCRIPTION Under this item, the Contractor shall furnish and install fire hydrants in accordance with the plans and specifications and/or as directed by the Engineer. MATERIAl A. Standard Fire Hydrant: Fire hydrant shall be 3-way Super Centurion 250 as manufactured by Mueller Co. of Decatur, IL, 62525, (217)423-4471 or approved equal. The Contractor is responsible to verify hydrant approval by the SCWA and fire district. B. Blow-Off l-lydrant: Blow-off hydrant shall be 1-way Super Centurion 200 as manufactured by Mueller Co. of Decatur, IL, 62525, (217)423-4471 or approved equal. The Contractor is responsible to verify hydrant approval by the SCWA and fire district. (~.ENER AI, Fire hydrants purchased or installed shall meet or exceed all applicable requirements and tests of ANSI and the latest revisions of AWWA Standard C502. Fire hydrants shall meet all test requirements and be listed by Underwriters Laboratories Inc. and have full approval of Factory Mutual. Fire hydrants shall meet the following requirements 1. Fire hydrants shall be rated for a working pressure of 250 Psig and blow-off hydrants working pressure of 200 Psig. 2. Hydrants shall be of the compression type, opening against the pressure and closing with the pressure. Fire hydrants shall have a minimum 4-1/2" main valve opening and a minimum inside lower/upper barrel diameter (I.D.) of 6" to assure maximum flow performance. Pressure loss at 1,000 GPM shall not exceed the following values: 4" Pumper Nozzle: 4.40psi 4.5" Pumper Nozzle: 4.75psi 4. Fire hydrants shall be three-way in design, having one pumper nozzle (size as specified) and two 2-1/2" hose nozzle(s). Nozzle thread type shall be as specified by the fire district. The bonnet assembly shall provide an oil reservoir and lubrication system that automatically circulates lubricant to all stem threads and bearing surfaces each time the hydrant is operated. This lubrication system shall be sealed from the waterway and any external contaminants by use of "o" ring seals. An anti-friction washer shall be in place above the thrust collar to further minimize operating torque. The oil reservoir shall be factory filled with a low viscosity, FDA approved non-toxic oil lubricant which will remain fluid through a DIVISION2 - Page 24 of 65 Southold Animal Shelter Janaury 2007 I~IV[qlON 2 - gITE WORK temperature range of-60° F. to +1500 F. 6. The operating nut shall be a one piece design, manufactured of ASTM B-584 bronze. It shall be pentagon/square in shape and the nut dimensions shall be as specified by the end-user. The operating nut shall be affixed to the bonnet by means of an ASTM B-584 bronze hold down nut. The hold down nut shall be threaded into the bonnet in such a manner as to prevent accidental disengagement during the opening cycle of the hydrant. The use of Allen head set screws as a means of retention is unacceptable. A resilient weather seal shall be incorporated into the hold down nut, for the purpose of protecting the operating mechanism from the elements. 7. The direction of the opening shall be as specified by the end-user. An arrow shall be cast on the bonnet flange to indicate the specified opening direction. 8. The hydrant bonnet shall be attached to the upper barrel by not less than eight bolts and nuts and sealed by an "o" ring. 9. Hydrants shall be a "traffic-model" having upper and lower barrels joined at the ground line by a separate and breakable "swivel" flange providing 3600 rotation of upper barrel for proper nozzle facing. This flange shall employ not less than eight bolts. The safety flange segments shall be located under the upper barrel flange to prevent the segments from falling into the lower barrel when the hydrant is struck. The pressure seal between the barrels shall be an "o" ting. The proper ground line shall be cast clearly on the lower barrel and shall provide not less than 18" of clearance from the centerline of the lowest nozzle to the ground. 10. The operating stem shall consist of two pieces, not less than 1 1/4" diameter (excluding threaded or machined areas) and shall be connected by a stainless steel safety coupling. The safety coupling shall have an integral internal stop to prevent the coupling from sliding down into the lower barrel when the hydrant is struck. Screws, pins, bolts, or fasteners used in conjunction with the stem couplings shall also be stainless steel. The top of the lower stem shall be recessed 2" below the face of the safety flange to prevent water hammer in the event of a "drive over" where a vehicle tire might accidentally depress the main valve. 11. The lower barrel shall be an integrally cast unit. The use of threaded on or mechanically attached flanges is deemed unacceptable. The hydrant bury depth shall be clearly marked on the hydrant lower barrel. 12. Composition of the main valve shall be a molded rubber having a durometer hardness of 95 +/- 5 and shall be reversible in design to provide a spare in place. Plastic (polyurethane) main valves are unacceptable. The main valve shall have a cross section not less than 1". 13. Hydrants shall be equipped with (2) two drain valves which drain the barrel when the hydrant is closed and seal shut when the hydrant is opened. These drain valves shall be an integral part of the one piece bronze upper valve plate. They shall operate without the use of springs, toggles, tubes, levers or other intricate synchronizing mechanisms. 14. The upper valve plate, seat ring and drain ring (shoe bushing) must be ASTM B-584 bronze DIVISION2 - Page 25 of 63 Southold Animal Shelter Janaury 2007 D1VIglON 2 - glTF~ WORK and work in conjunction to form an all bronze drain way. A minimum of two (2) intemal and two (2) external drain openings are required. Drains ported through an iron shoe must be bronze lined. 15. The bronze seat ring shall thread into a bronze drain ring (or shoe bushing) providing a bronze to bronze connection. Seat rings shall be "o" ring pressure sealed 16. The shoe inlet size and connection type shall be as specified (flanged, MJ, etc.), having ample blocking pads for sturdy setting and the MJ connection must have two strapping lugs to secure the hydrant to piping. A minimum of six bolts and nuts is required to fasten the shoe to the lower barrel. 17. The interior of the shoe including the lower valve plate and stem cap nut shall have a protective coating that meets the requirements of AWWA C-550. If a stem cap nut is utilized, it must be locked in place by a stainless steel lock washer or similar non-corrosive device that will prevent the cap nut from backing-off during normal use. 19. Hydrants shall be warranted by the manufacturer against defects in materials or workmanship for a period of ten years (10) from the date of manufacture. The manufacturing facility for the hydrant must have current ISO certification. CONgTRI ICTION I~F~TAII ~S A. All excavation and backfill shall be in accordance with Section 206, Trench and Culvert Excavation of the NYSDOT Standard Specifications of January 2, 2002 as amended. Material to be used as backfill shall be clean, granular material as approved by the Engineer. The cost of excavation and backfill shall be included in this item. B. The proposed water main shall be installed to a depth of 54" below finished grade and routed as indicated on the plans. C. Piping may be backfilled with suitable excavated material and thoroughly compacted. The Engineer reserves the right to reject backfill material if in his opinion contains deleterious material. The Engineer shall determine if the compaction effort is sufficient to complete the installation. D. All hydrant installations shall be in accordance with the Suffolk County Water Authority, Southold Fire District and Suffolk County Department of Health Services. END OF SECTION O2_gl 8 - WATER MAIN HVI~RANTS DIVISION 2 -Page 26 of 63 Southold Animal Shelter Janaury 2007 DIVLqlON 2 - ~ITE WORK ,qECTIONI 02522 -WATER ,qERVICE AND REDUCED PRE,q,qlIRE ZONIE DEVICE DE~C. RIPTION Furnish and installation of all materials necessary to establish water service to the site in accordance with all Suffolk County Water Authority, Suffolk County Department of Health Services And the Contract Drawings. All work will be in accordance with the Contract Drawings and SCWA approved Plans. ,qlTRMITTA1 ,~ Submit manufacturer's specifications with detailed information regarding all components and installation instructions. Manufacturer's data must indicate compliance with standard contained in this specification. MATERIAl A. RP7 Device with NRS gate valves - Device and associated equipment shall be as manufactured by FEBCO or approved equal. Devices shall be approved by the SCWA and SCDHS. If an approved equal is proposed, the Contractor shall submit required revisions to the SCDHS and SCWA for permitting and obtain approval at his own expense. Pipe stanchion supports shall be in accordance with industry standards and the SCWA. B. Insulated F. nclosure - The heated insulated enclosure shall be manufactured by Safe-T-Cover or an equal enclosure approved by the SCDHS and SCWA. Concrete slab shall be poured in- place concrete with a minimum compressive strength of 3,000 psi. C. SCWA Meter Vault - Meter Vault shall be in accordance with the requirements of the SCWA and SCDHS. D. Miscellaneous piping, valves fittings and accessories shall be in accordance with other sections of these specifications, the latest AWWA standards, SCDHS and SCWA standards. E. Required electrical supply and connection shall be completed by a licensed electrician and meet the requirements of the Town Building Department. INSTAl J ,ATION A. Install water services, water pipe, valves, fittings, RPZ devices, and all other devices in this specification in accordance with: 1. the manufacturer's recommended installation procedures 2. Latest applicable AWWA Standards 3. with the Contract Drawings 4. ASTM D2321 5. The requirements of the Suffolk County Department of Health Services (SCDHS) DIVISION 2 - Page 27 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - SITE WORK 6. The requirements of the Suffolk County Water Authority (SCWA) B. Install insulated enclosure in accordance with manufacturer's written instructions. C. SCWA Meter vault shall be constructed in accordance with SCWA standard drawings for meter vault (DT-201). D. Installation of the concrete pad for insulated enclosure shall be in accordance with Section 501 of the New York State Standard Specifications, latest edition. E. Coordination shall be at no additional cost to the Owner. F. Preg~nre and leakage te~ting: All types of installed pipe and devices shall be pressure tested and leakage tested in accordance with the latest addition of AWWA Standard C600. Disinfection: Water mains and devices are to be disinfected in accordance with AWWA Standard C-651-86, or the latest version. G. Iqacteriological te~ting' Bacteriological analyses of water samples collected after disinfection are required at locations specified by the Suffolk County Department of Health services. Generally, a bacteriological sample is required for every 1,000 linear feet of water main or portion thereof. H. Excavation and backfill shall be in accordance with Section 02220 of these Specifications and the Drawings. Continuous and uniform bedding shall be provided in the trench for all buried pipe. Backfill material shall be tamped in layers around the pipe and to a sufficient height above the pipe to adequately support and protect the pipe. Stones found in the trench shall be removed for a depth of at least six inches below the bottom of the pipe. I. Blocking: Install thrust blocks (reaction blocks) and tie rods as shown in the Contract Drawings. Thrust blocks shall be installed at all tees, bends, plugs, and hydrants. J. Cover: All water mains shall be covered to minimum depth of 54-inches with earth. K. Te~ting ln?ecticm and Approval: The Contractor shall provide copies to the Owner of all test results, inspection reports or comments and the approval of the water supply system work by SCDHS, SCWA and the Town. L. Acceptance: Work will not be accepted by the Owner until all the requirements of the SCDHS, SCWA and Town, have been complied with and approvals from each received, with copies to Owner. END OF SECTION 02522 - WATER SERVICE AND RPZ DEVICE DIVISION 2 -Page 28 of 65 Southold Animal Shelter Janaury 2007 DIV[qlON 2 - ,qlTE WORK ,qECTION fl2~2~ - WATER PIPING COMPI ~ETION C,I,EANING AND AD.HLqTING As directed, the Contractor shall finally and thoroughly clean all fixtures, equipment, piping, and other exposed work. Cleaning work shall be done in stages if so ordered to facilitate the work of others. All traps, wastes and supplies shall be shown to be free and unobstructed. All valves, faucets and automatic control devices shall be carefully adjusted for proper and quiet operation. GIIARANTEE The Contractor shall guarantee for a period of one year from date of final acceptance of the work, all materials and equipment fumished and installed and shall replace any work or equipment without charge which may become, as a result of defective work or materials, or which may be damaged during the correction of defective work. TE~T~ A. The Contractor shall perform and pass all required tests prior to acceptance of the work. These tests shall include but are not limited to the following: 1. Hydrostatic Pressure Test shall be performed on all piping at a minimum pressure of 100 psi. 2. Hydrostatic Pressure Test on all waste water drainage and soil piping when systems are filled to overflowing. Provide temporary test plugs as required. B. The entire plumbing system shall be subject to fimction under normal design operating conditions and shall be leak free and capable of withstanding actual water pressures prior to final acceptance of the work. Final payment shall not constitute release or remove obligations from the Contractor to provide an acceptable operating system. ~qTERII ,IZATION All potable water lines shall be sterilized in accordance with the SCDHS and SCWA prior to acceptance. FINAI~ CI,O~EOIJT The Contractor shall provide operations and maintenance manuals for all materials, equipment and systems installed and instruct the Owner's designated personnel on their use. END OF ~ECT1ON 02_~2_~ - WATER P1PING COMPI ,ETION DIVISION~ ' -Page 30 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 = ~ITE WORK SECTION fl2S4O - SEPTIC SYSTEMS WORK INC~I,IIDED A. The Contractor shall be responsible to finnish and install a complete sanitary system including all extension and connection work as specified herein, indicated on the contract drawings and / or directed by the engineer. B. The entire installation shall be performed in accordance with the standards and requirements of the Suffolk County Department of Health Sen, ices (S.C.D.H.S.) and all necessary installation approvals shall be obtained by the Contractor prior to £mal acceptance. C. See Division 15 and 16 for detailed specifications of work under other trades. SEWAGE DISPOSAI~ SYSTEMS A. Sewage disposal systems shall be installed as indicated on the contract drawings and shall meet the requirements of the S.C.D.H.S. Sewage disposal systems shall be connected to the waste lines to be installed by the Plumbing Contractor. The waste line shall extend approximately 5'-0" out from the foundation line and be cast iron or PVC pipe. B. Materials for the sewage disposal system not specifically specified under this section shall conform to the material specifications in other sections of the specifications as indicated on the contract drawings. C. Pre-cast concrete items shall be as manufactured by Carlson Precast Inc., Picone Brothers, Carbro Industries, Inc., or approved equal, and shall be designed to meet the standard specifications of the S.C.D.H.S. D. Hair trap shall be manufactured Rockford Separators and distributed by Dellon Sales Co. 5 Albertson Ave. (516- 625-2626) or approved equal, and shall be designed to meet the standard specifications of the S.C.D.H.S. E. Septic tank shall be as indicated on the contract drawings, complete with precast concrete pad, pre-cast concrete sections, cast iron manholes, frames and covers set flush with finished grade. F. Each sanitary leaching pool shall be installed as indicated on the contract drawings. G. Suitable backfill material shall conform to the specifications of the SCDHS. PIPING AND FITTINGS All piping shall be Schedule 80 PVC. INSTAl ,1 ~ATION AND TESTING DIVISION £-Page 31 of 63 Southold Animal Shelter Janaury 2007 DM~ION 2 - ~ITE WORK A. The sewage disposal system shall be installed by a firm with the prior experience to perform the scope of work and be approved for installation with the SCDHS. B. During the progress of the work and prior to completion, the installation shall be inspected by the proper authorities, tested and left in perfect condition, neat and orderly. The Contractor shall complete an as-built for the SCDHS and forward a copy to the Engineer for record. C. Before backfilling, the Contractor shall obtain the required approvals from the S.C.D.H.S. and notify the Engineer upon receipt of the approval. D. The Contractor shall be required to excavate to acceptable leaching soils as determined by the S.C.D.H.S. In the event that a sufficient quantity of suitable leaching material is not available from the excavation operation, the Engineer will direct the Contractor to import Clean Granular Fill. END OF SECTION' 02_a;d0 - ~EPTIC SV~TEMS DIVISION 2- Page 32 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - SITE WORK SECTION f12t;9~ - GEOTEXTII J~. FII,TER EARRICS Rnx. DESCRIPTION The Contractor will be responsible for furnishing and installing the geotextile filter fabric into the various components indicated on the Contract Drawings. The Contractor shall provide all labor, materials, equipment and incidentals necessary to install the Geotextile Filter Fabric as specified, shown on the Contract Drawings, and as directed by the Engineer. The Contractor shall be prepared to install geotextile filter fabric in conjunction with the site drainage system. SIlBMITTAI,S The Contractor shall furnish certificates from the company manufacturing the geotextile attesting that the geotextile meets the chemical, physical, and manufacturing requirements specified. The Contractor shall furnish the manufacturer's quality control certificates, for rolls delivered to the site, which shall include: 1. Roll numbers and identification 2. Sampling procedures 3. Certified results from manufacturer quality control tests verifying each minimum average role property specified MATERIALS Geotextile - 8oz. shall be a needle punched non-woven polypropylene fabric and be "Geotex 861" manufactured by SI Geosolutions (423-899-0444), www.fixsoil.com or approved equal. The geotextile-8 oz. shall demonstrate the following properties: PROPERTY TEST METHOD MEN.AVE. ROLL VALUE Grab Tensile Strength ASTM D4632 220 lbs (min) Puncture Strength ASTM D4833 135 lbs (rain) Mullen Burst ASTM D3786 420 psi (rain) Trapezoidal Tear ASTM D4533 95 lbs (min) Apparent Opening Size ASTM D4751 80 US Std Sieve (max) Pe~mittivity ASTM D4491 1.50 sec- 1 (min) Permeability ASTM D4491 0.38 cm/sec (min) Water Flow Rate ASTM D4491 110 gpm/sf (min) Mass Per Unit Area ASTM D5261 8.0 oz/sy (min) UV Resistance (%retain.500hr) ASTM D4355 70% (rain) DIVISION 2 -Page 33 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - ~qlTE WORK CON~TRIIf?TION DETAIl Fabric will be rejected, by the Engineer, if it is found to have defects, rips, holes, flaws, deterioration or other damage. The subgrade shall be cleared of sharp objects, boulders, stumps or any materials that may contribute to fabric punctures, shearing, rapturing or tearing. The subgrade shall be inspected for unstable areas or soft spots, before the fabric is placed and additional fill shall be placed and compacted to ehminate those unstable areas. The fabric shall be placed in the manner and at the locations as indicated on the Contract Drawings. Fabric placed on slopes shall be placed so that the upper strip of fabric overlaps the next lower strip by eighteen (18) inches. Fabric shall be laid smooth and free of tension, stress, folds, wrinkles or creases. If geotextile should be damaged during any step of installation, a piece of geotextile material shall be cut and placed over the damaged area and overlap the undamaged material a minimum of 3 feet in each direction. After unwrapping the geotextile from its opaque cover, the geotextile shall not be left exposed for a period in excess of 30 days. Soil shall be spread in the direction ofgeotextile overlap. END OF SECTION fl2_~q.~ - GEOTEYTII,E FII,TER FARRI(~,q DIVISION 2 -Page 34 of 63 Southold Animal Shelter JanauW 2007 DIVISION 2 = ~ITE WORK SECTION fl2623 - POI .V-VINVI , CHI ,ORIDE (PVC) PIPE DESCRIPTION Under this item the Contractor shall fumish and install Schedule 80 PVC pipe in conformance with the plans, these specifications and orders of the Engineer. MATERIAI~ PVC pipe and fittings shall be polyvinyl chloride (PVC) manufactured from a PVC compound meeting the requirements of Type 1, Grade I PVC in accordance with ASTM D1784, D1785, and D2241. The PVC pipe shall be gray, or white in color and shall be equal to Schedule 80 in wall thickness, unless other, vise indicated on the Drawings. Pipe: The pipe shall be bell end or plain end. Pipe shall be in accordance with ASTM D1785. B. Fittings: Pipe fittings shall be in accordance with ASTM D2466. C. Solvent Cement: PVC solvent cement shall be in accordance with ASTM D2564. Pipe shall be clearly marked with type, class and thickness as applicable. Lettering shall be legible and permanent under normal conditions of handling and storage. All pipe and duct placed shall be in good condition with no splits, cracks or other physical irregularities. Pipe and duct size shall be as indicated on the Drawings. ROI ITING The routing of conduit as shown on the plans is schematic but no major change in alignment will be allowed unless approved by the Engineer. In all cases where obstructions are met, the judgment of the Engineer shall govem the passage of such obstacles. INSTAI,I,ATION Plastic pipe shall be shaded from sunlight as required to prevent curvature and deterioration due to thermal expansion and exposure to sunlight. Pipe shall be placed in the center of the bottom of the trench with the entire length of the pipe beating on the trench bottom. The trench bottom shall be regraded if the pipe does not have full bearing. Depressions for joints shall be dug after the trench bottom has been graded, and shall be only of the length, depth and width required for marking the particular type joint. After final placement, pipe shall rest on the bottom of the trench in a straight line under slight tension. A check shall be made that proper depth is obtained and the pipe is in a straight line and under tension during backfilling. DIVISION 2 -Page 35 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - glTK WORK In cases where the pipe or ducts pass above or below an underground obstruction, such as a utility line, a minimum clearance of 6-inches shall be maintained between the concrete and the utility. A minimum of 12-inches of clearance shall be maintained between the concrete encasement and a paralleling utility. No utility shall be contained within the concrete encasement. Pipe jointing shall be completed as the pipe is installed. All joints shall be made secure and capable of allowing compressed air to be used for installing a pull line. Field pipe bends shall have a maximum bend of 22 degrees unless otherwise accepted by the Engineer. Where a bend is less than the allowable field bend is indicated on the drawings, factory bends shall be used unless otherwise accepted by the Engineer. Where directional changes are required, the pipe shall be bent in smooth, uniform bends. The Contractor shall provide equipment to bend pipe when the radius of bends is less than the radius of allowable material design stress. Bends shall be made with approved pipe bending tools and pipe manufacturer's approved methods of procedure. END OF ~qECTION 02623 = POI ,V-VINV1, CHI ~ORII'~E (PVC) PIPF~ DIVISION 2 -Page 36 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - SITE WORK SECTION fl2624 - CORRI IC. ATED POI NETHVI ~ENE PIPE (SMOOTH INTERIOR) DESCRIPTION Under this item, the Contractor shall fur~sh and install corrugated polyethylene pipe (smooth interior) in accordance with the plans and specifications and/or as directed by the Engineer. MATERIALS The corrugated polyethylene pipe (smooth interior) shall meet AASHTO M294 rmnimum requirements. The pipe shall he as manufactured by Hancor, Inc., Type Hancor Hi-Q, Advanced Drainage Systems, Inc., Type ADS N-12, or an approved equal. The Contractor shall submit shop drawings to the Engineer for approval prior to order or installing pipe. CONSTRUCTION DETAIl ~S All excavation and backfill shall be in accordance with Section 206, Trench and Culvert Excavation of the NYSDOT Standard Specifications of January 2, 2002 as amended. Material to be used as backfill shall be clean, granular material as approved by the Engineer. The cost of excavation and backfill shall be included in this item. Pipes are to be installed to thc lines and depths as indicated on thc plans. Pipes may be backfilled with suitable excavated material and thoroughly compacted. The Engineer reserves the right to reject backfill material if in his opinion contains deleterious material. Thc Engineer shall determine if the compaction effort is sufficient to complete the installation. END OF SECTION fl2624 - CORRIIC'.ATED P(}l ~VETI-IVI .ENE PlPF, (.SMOOTH INTERIOR) DIVISION 2 -Page 37 of 63 Southold Animal Shelter Janaury 2007 DIVlglON 2 - SITE WORK SECTION fl26~0- STORM FIR AINAGE WORK INC! ,1 IBF. D The work shall include furnishing all labor, material, equipment, and incidentals necessary to install pre-cast concrete drainage structures, pipes, culverts, frames and grates, frames and covers, suitable granular porous leaching material (soil), and all other necessary operations to construct the stormwater drainage system in accordance with the plans, specifications and/or as directed by the Engineer. SHOP DRAWINC. g Submit complete and accurate shop drawings, catalog cuts, details for the Engineer's approval. No installation shall be made prior to approval of the Engineer. All drainage structures and materials shall meet the Town of Southold Design Standards. MATERIAI,S CurH Inlet Smmmre - Curb inlet structures shall consist of precast concrete floor and wall structure and a traffic bearing top slab with rectangular opening as indicated on the plan. The curb inlet structure and traffic beating slab shall be as manufactured by Suffolk Precast Inc., Calverton, NY or an approved equal. l.eaching Pools - Leaching pools shall consist of leaching tings and a solid wall dome. The diameter and depth of the leaching pools shall be as indicated on the plans. The leaching rings and solid wall dome shall be as manufactured by Suffolk Precast Inc., Calverton, NY or an approved equal. Frames and Grates (curb castings) - The frame and grate shall be heavy-duty type fame and oval hole grate as manufactured by Campbell Foundry Company or an approved equal. Frames and Grates (circular L, rate)- The flame and grate shall be heavy-duty type frame and grate as manufactured by Campbell Foundry Company or an approved equal. Frames and Covers (circular solid cover) - The frame and solid cover shall be heavy-duty type frame and cover as manufactured by Campbell Foundry Company or an approved equal. Solid Cover~ (precast concrete) - The solid cover shall be precast concrete be as manufactured by Suffolk Precast Inc., Calverton, NY or an approved equal. Trench Drain - The trench drains shall be constructed of reinforced precast concrete 16" high and 6' long sections. Each six-foot increment shall be furnished with two three-foot sections of hot-dipped galvanized, fabricated steel gratings. The composite unit shall be able to sustain AASHTO H-20 loading. Concrete shall be Portland cement concrete with minimum 28-day strength of 4,000 psi. The trench drain shall be ZipperDrain® as DIVISION ~ ~-Page 38 of 63 Southold Animal Shelter Janaury 2007 DM~qlON 2 - ~qlTE WORI~ manufactured by Long Island Precast, Inc., 20 Stiriz Road, Brookhaven, New York, (631) 286-0240 or approved equal. Corrugated Polyethylene Pipe (~rnnoth interior) - The corrugated polyethylene pipe (smooth interior) shall be in accordance with Section 02624. IN~TAI J ,ATION The Contractor shall excavate for the installation of the structures and pipes at the locations and to the limits as shown on the contract drawings. The outside area of the leaching structures shall be backfilled with clean granular porous material as specified. Pipes are to be installed to the lines and grades as indicated on the plans. Pipes may be backfilled with suitable excavated material and thoroughly compacted. The Engineer reserves the right to reject backfill material if in his opinion contains deleterious material. The Engineer shall determine if the compaction effort is sufficient to complete the installation. Frames and grates/covers shall be installed to the grades as indicated on the plans. Frames and grates/covers shall be well mortared in place. END OF ,qF, CTION 02~30 - ,qTORM DRAINAGE DIVISION 2-Page 39 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - SITE WORK SECTION 02722 - PAVEMENT ~qlIRRASE PREPARATION WORK INC1.1 IDED The work shall include stripping and removing unsuitable materials, performing cut and fill operations, adjusting existing castings to proposed grade and fine grading the surface to construct a subbase for the proposed walkway, roadway and parking fields in accordance with the plans, specifications and/or as directed by the Engineer. C!ON~qTRI ICTION DETAIl A. In the area that will receive pavement, the Contractor shall strip, remove and dispose of, all asphalt, concrete and unsuitable material containing organic matter, such as muck, peat, organic silt, topsoil or grass, that is not satisfactory for use for pavement construction. Upon completion of the removal of the unsuitable materials to the satisfaction of the Engineer, the Contractor shall grade the area by cutting and filling as required. Any excess suitable excavated material shall be used for various backfilling operations. No additional payment will be made for re-handling of this material. In the event that during subbase preparation operations additional fill is required to stabilize the subbase and/or to achieve the specified grade, the Engineer will direct the Contractor to import Clean Granular Fill. B. After the cutting and filling operation is completed, the Contractor shall fine grade and properly compact the subbase. The subbase shall be compacted using a minimum 10-ton roller. The subbase shall be compacted to 90% of maximum density within 3 percent of optimum moisture content in accordance with ASTM D 1557 Modified Proctor. C. The Engineer will be sole judge in determining if the subbase is acceptable for placement of the subsequent courses. The Contractor shall not continue until he has received approval by the Engineer. D. Existing castings (drainage & sanitary) shall be adjusted to the proposed grades with concrete bricks and mortar. END OF SECTION 02722 - PAVEMENT ~qlIRRA~E PREPARATION DIVISION 2 - Page 40 of 63 Southold Animal Shelter Janaury 2007 DIVI~ION 2 - ,~ITE WORK SECTION fl2723 -REC¥CI .ED PORTI,AND CEMENT CONCRETE AGGREGATE RA,~E COIIR,~E WORK INCI,IIDED This work includes fumishing and installing a Recycled Portland Concrete Cement Aggregate (RCA) base course over an approved subgrade to the depth, lines and grades where shown on the plans and/or as directed by the Engineer. MATERIAl A. The Recycled Portland Cement Aggregate (RCA) material shall conform to the provisions of Item 17304.1011 - Subbase Course, Type 1011, Material A, Recycled Portland Cement Concrete of the New York State Department of Transportation of January 2, 2002. B. The Contractor shall perform and submit laboratory analysis to verify conformance of this material. Test results shall be submitted to the Engineer prior to acceptance of this material. The cost for all laboratory testing of the material shall be borne by the Contractor. CON,qTRIICTION DETAIl Upon approval of the compacted soil subbase by the Engineer, the Contractor shall furnish, place and compact the recycled concrete aggregate to the specified lines and grades. Tolerance of the compacted RCA base course shall be plus/minus ¼ inch. END OF ,qECTION 02723 - REC¥CI,ED PORTI,AND CEMENT CONCRETE AGGREGATE RA,~E COIJR~E DIVISION 2 - Page 41 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - ~qlTE WORK SECTION fl2772- CONCRETE CURFI WORK INCI J JDED A. Under this Item, the Contractor shall construct a conventionally formed concrete curb in accordance with the Details, Specifications and/or as directed by the Engineer. B. The construction of the concrete curbs shall meet the requirements of the Town of Southold Highway Department Specifications and New York State Department of Transportation Standard Specifications of January 2, 2002, as amended for Conventionally Formed or Machine Formed Concrete Curb except as herein modified. MATERIAL~ The materials shall meet the requirements of the following subsections of Section 700 - Material: Portland Cement Fine Aggregates Coarse Aggregates Premolded Bituminous Joint Filler Wire Fabric For Concrete Reinforcement Polyethylene Curing Covers Water 701-01 703-01 703-02 705-07 709-02 71t-04 712-01 The material requirements and composition shall comply with the Specifications for Class "A" concrete in Section 501-2 under "Portland Cement Concrete - General". Concrete shall be proportioned in accordance with the aggregate weights specified for Class "A" concrete in Table 501-3, Concrete Proportions. C. The concrete cement shall have a minimum compressive strength of 3,500 psi at 28 days. CON~TRI ICTION DETAIl A. The curb shall be conventionally formed to the size and shape shown on the Details or as directed by the Engineer. B. Curbs shall not be poured monolithically with the sidewalk unless otherwise directed by the Engineer. C. Casting Segments - Curb shall be cast in segments having a uniform length of approximately 20 feet. Segments shall be separated by contraction scoring. Contraction scoring shall be 1/4" wide x 1" deep - "V" shaped. DIVISION 2 - Page 42 of 63 Southold Animal Shelter Janaury 2007 D1VI~ION 2 - ~ITE WORK D. Expansion Joints - Expansion joints 3/4 inch in width shall be formed with "Premolded Bituminous Joint Filler", Section 705-07 placed at twenty (20) foot intervals as shown on the Plans and specified by the Engineer. The filler material shall be cut 1/4" below top of the curb. E. Forms - Forms shall be steel or wood, straight, flee fi.om warp, and of such construction that there will be no interference to inspection for grade or alignment. All forms shall extend for the full curb depth and shall be braced and secured adequately so that no displacement from alignment will occur during placing of concrete. F. Concrete Placing and Vibrating - Concrete shall be placed in the forms in accordance with the applicable requirements of Section 555-3.04 and shall be compacted with an approved, immersion type mechanical vibrator. The vibrator shall be of the size and weight capable of thoroughly vibrating the entire mass without damaging or misaligning the forms and shall be approved by the Engineer. Forms shall be left in place for 24 hours or until the concrete has sufficiently hardened, as determined by the Engineer, so that they can be removed without injury to the curb. Upon removal of the forms, the exposed faces of the curb shall be immediately rubbed to a uniform surface. Rubbing shall be accomplished by competent finishers. No plastering will be permitted. G. Concrete Curing - Curing of the curb shall comply with the requirements of Section 502-3.10, Curing. Minimum curing periods for the various types of curing materials used shall comply with the requirements of Table 502-2. H. Protection - The Contractor shall keep the curb clean, aligned and protected from damage until final acceptance of the work. Any curb damaged prior to the final acceptance of the work shall be repaired or replaced at the Contractor's expense. END OF ~ECTI(~N 02772 - CONCRETE CIIRR DIVISION 2 - l~age 43 0£63 Southold Animal Shelter Janaury 2007 l)lVl~lON 2 - ~qlTE WORK ~F~CTION fl~77~ - CONCRETE WAI ,K~ WORK INCI,IJDED A. This work includes all labor, materials, equipment, and incidentals necessary to construct concrete walks to the depth, limits and ~ades in accordance with the plans, specifications, and/or as directed by the Engineer. B. The construction of the concrete sidewalk shall meet the requirements of the Town of Southold Highway Department Code and the New York State Department of Transportation Standard Specifications of January 2, 2002 as amended for Concrete Sidewalks except as modified herein. MATERIAL~ Materials shall meet the requirements specified in the following subsections of Section 700 - Materials: Portland Cement (Type II) Fine Aggregates Coarse Aggregates Premolded Bituminous Joint Filler Wire Fabric for Concrete Reinforcement Polyethylene Curbing Covers Water Section 701-01 Section 703-01 Section 703-02 Section 705-07 Section 709-02 Section 711-04 Section 712-01 The material requirements and composition shall comply with the Specifications or Class "A" concrete in Section 501-2 under "Portland Cement Concrete General". Concrete shall be proportioned in accordance with the aggregate weights specified for Class "A" concrete in Table 501-3, Concrete Proportions. C. Concrete shall have a minimum compressive strength of 3500 psi at 28 days. CON~qTRIICT1ON I~ETAII ~q The general construction details for manufacturing, transporting, and placing concrete shall meet the requirements of Section 501, Portland Cement Concrete - General. Curing of concrete shall meet the requirements of Section 502, Portland Cement Concrete Pavement. B. Handicapped sidewalk ramps shall be constructed at locations determined by the Engineer. C. The concrete shall be placed in one course fm~r inche~ (4") in depth. Wire fabric for concrete reinforcement, Section 709-02, shall be embedded at mid-depth in the slab. The wire fabric shall consist of No. 6 gauge wire at 6" centers traversely and longitudinally. F. Transverse construction joints shall extend to the full depth of the slab and spaced 20 to 25 DIVISION 2 - Page 44 of 63 Southold Animal Shelter Janaury 2007 DM~qlON 2 - ~ITE WORK feet apart. The edges of such joints shall be fmished with an edging tool having a 1/4~inch radius. The concrete surface shall be scored as approved by the Engineer so that the finished walk will be marked in squares. The concrete shall be worked and floated to produce a smooth and uniform surface. Premolded bituminous joint filler, Section 705-07 shall be installed at all joints between sidewalk and curb, pavement, building, etc. After the completion of sidewalk work, the contractor shall cover the sidewalk overnight during the first night of curing with a polyethylene cover or an equal to the approval of the Engineer. No sidewalk shall be left uncovered overnight during the first night of curing. The contractor at all times provides access to homes and businesses in a manner approved by the Engineer. New sidewalk area shall be barricaded using ropes, horses, flagging, etc., in a manner approved by the Engineer to protect the public during the curing period until the sidewalk is sufficiently cured to allow pedestrian traffic. The Contractor shall protect the sidewalk and keep it in first class condition until the completion of the contract. Any portion of the sidewalk, which is damaged or vandalized at any time before the final acceptance of the work, shall be removed and replaced with satisfactory sidewalk at the Contractor's expense. END OF ,qECTION fl277~ - CONCRETE WAI ,K~q DIVISION~ ' - Page 45 of 63 Southold Animal Shelter Janaury 2007 DIVIglON 2 - glTE WORK SECTION fl2780 -UNIT PAVFR,q I)EgCRIPTION The Contractor shall furnish all labor, equipment and materials necessary to install unit pavers as shown on the drawings. The work to be completed in this section shall include the following: 2. 3. 4. 5. 6. Subbase preparation Bedding sand Steel edge restraint Edging course Concrete pavers with sand filled joints Seal unit pavers MATERIALg The pavers shall be of traditional dimensions 4" x 8"x 2-3/8". The unit pavers shall be Holland Paving Stones by Nicolock or approved equal. The contractor shall submit a sample of the unit paver to the Engineer for approval. Color is to be selected by the owner from the standard colors and blends. Seal unit pavers with a water-based acrylic sealer, Addiment Paver Seal-WB or approved equal. CONgTRUCTION I~ETAII ,g The contractor shall construct the curb as shown on the plans. The pattern is to be a soldier course edge with a 45 degree Herringbone pattern. Any damaged pavers shall be replaced by the Contractor at his own expense. END OF gECTION 02780 - UNIT PAVERg DIVISION, ~ Page 46 of 63 Southold Animal Shelter Janaury 2007 DMSION 2 - ~ITE WORK SECTION 02788 -CAST-IN-PI ,ACE TACTII .E PANEI.S DESCRIPTION This Section specifies furnishing and installing cast-in-place tactile panel modules where indicated. ~IIRMITTAI.~ Product Data: Submit manufacturer's literature describing products, installation procedures and routine maintenance. Samples for Verification Purposes: Submit three (3) samples of full cast-in-place tactile panels of the kind proposed for use. Shop drawings are required for products specified showing fabrication details; composite structural system; plans of panel placement including joints, and material to be used as well as outlining installation materials and procedure. Panel pattem shall be designed and shown between existing expansion joints with panel rib dimension used for the cut size of panels. SITE CONDITIONS Environmental Conditions and Protection: Maintain minimum temperature of 40 degrees F in spaces to receive tactile panels for at least 48 hours prior to installations, during installation, and for not less than 48 hours after installation. Store tactile panel material in spaces where they will be installed for at least 48 hours before beginning installation. Subsequently, maintain minimum temperature of 40 degrees F in areas where work is completed. The use of water for work, cleaning or dust control, etc. shall be contained and controlled and shall not be allowed to come into contact with the passengers or public. Provide barricades or screens to protect passengers or public. Disposal of any liquids or other materials of possible contamination shall be made in accordance with federal state and local laws and ordinances. Cleaning materials shall have code acceptable low VOC solvent content and low flammability if used on the site. Contractor shall coordinate phasing and flagging personnel operations as specified elsewhere. C.11AR ANTEE Cast-in-place tactile panels shall be guaranteed in writing for a period of five years from date of final completion. The guarantee includes defective work, breakage, deformation, fading and chalking of finishes, and loosening of panels. MANIIFACTURER,q D1VIS1ON 2 -Page 47 of 63 Southold Animal Shelter DIVI~ION ~ - ~ITK WORK Janaury 2007 The Vitrified Polymer Composite (VPC) Cast-In-Place Tactile Panel specified is based on Armor-Tile manufactured by Engineered Plastics Inc. (800-682-2525) or approved equal. Existing engineered and field tested products which are subject to compliance with requirements, may be incorporated in the work and shall meet or exceed the specified test criteria and characteristics. Color: shall be selected by the Owner prior to ordering and conforming to Federal Color No. 33538. Color shall be homogeneous throughout the tile. MATERIAl,8 Heavy duty elastomeric polyurethane sealant as manufactured by Boiardi, Mapei, Bostik or approved equal. IN~qT ALI ~ATION During all concrete pouring and tile installation procedures, ensure adequate safety guidelines are in place and that they are in accordance with the applicable industry and government standards. The specifications of the concrete sealants and related materials shall be in strict accordance with the contract documents and the guidelines set by their respective manufacturers. The physical characteristics of the concrete shall be consistent with the contract specifications while maintaining a slump range of 4 - 7 to permit solid placement of the Cast-In-Place Tile System. An overly wet mix will cause the Cast-In-Place System to float, therefore under all conditions suitable weights such as concrete blocks or sandbags (25 lb) shall be placed on each 2' x 2' tile module. Prior to placement of the Cast-In-Place System, the manufacturer's shop drawings shall be reviewed and a layout drawing prepared by the installation contractor to resolve the issues related to pattern repeat, tile cuts, expansion joints, control joints, platform curves, platform end returns and platform surface interferences. The concrete pouring and finishing operations require typical mason's tools, however, a mason's line, radius edge (1/8 x 3/16" return) tool, 4' long x 2" wide x 1/8" thick steel straight edge, 25 lb. weights, vibrator wand and small sledge hammer with 2" x 6" x 20" wood tamping plate are specific to the installation of the Cast-in Place System. The concrete shall be poured and finished level, tree and smooth to the required dimensions prior to tile placement. Immediately after pouring concrete, a mason's line should be stnmg parallel to track to act as a reference line for placement of tile, then the tile assembly shall be placed true to the platform edge and to each other on the concrete. The Cast-In-Place tiles shall be tamped or vibrated into the fresh concrete to ensure that the field level of tile is flush to the adjacent concrete or platform edge surface. The shop drawings indicate that the tile field level (base of mmcated dome) is flush to adjacent surfaces to permit proper water drainage and eliminate tripping hazards between adjacent finishes. The tolerance for elevation differences between tile and adjacent surface is 1/16". DIVISION 2 - Page 48 of 63 Southold Animal Shelter Janaury 2007 DIV[qlON 2 - ,qlTE WORK Immediately after tile placement, the tile elevation is to be checked to adjacent concrete or rubbing board heights with a steel straight edge. The tile elevation should be set consistent with shop drawings to permit water drainage to or away from track as the platform design dictates. While concrete is workable steel edging trowel 1/8" radius x 3/16" return is to be used to edge the tile to adjacent concrete surfaces running parallel to track. While edging, ensure that a clean edge definition is created between tile and adjacent concrete and that tile to concrete elevations meet the shop drawing tolerances. The placement of Cast-In-Place Tile assemblies to each other and to the mason's line or form edge shall be tree and parallel to develop a true line consistent with the platform edge. A tight tile to tile placement can best be achieved by raking out the concrete at the butting edge to avoid trapping concrete or aggregate between tiles and/or form edge. During and after the tile installation and the concrete curing stage, it is imperative that there is no walking, leaning or external forces placed on the tile to rock the file, causing a void between the underside of tile and concrete. Following tile placement, review installation tolerances to shop drawings and adjust tile before the concrete sets, suitable weights of 25 lb. shall be placed on each tile and additional weights at tile to tile assemblies as necessary to ensure solid contact of tile underside to concrete. Following the curing of the concrete, the protective plastic wrap is to be removed from the tile face by cutting the plastic with a sharp knife tight to the concrete/tile interface. If concrete bleeding occurs between tiles, a wire brush will clean the residue without damage to the tile surface. An elastomeric urethane sealant shall be applied to the tile edges running parallel to the track or curb. Proper surface preparation requires that the tile and adjacent surfaces are mechanically etched with sandpaper or a carbide burr and wiped clean and dry with acetone. Applications of the urethane sealant shall be level to the adjacent surface and a straight line formed to the tile edge. A quality installation of the sealant may require that the tile face be masked off with duct tape to ensure a clean definition of sealant to the adjacent surfaces. CI,EANIN~ AND PROTECTING Protect panels against damage during construction period to comply with tactile panel manufacturer's specification. Protect panels against damage from rolling loads following installation by covering with plywood or hardwood. Clean tactile panels not more than four days prior to date scheduled for inspection intended to establish date of substantial completion in each area of project. Clean tactile panel by method specified by tactile panel manufacturer. END OF ~ECTION 02788 - CA~T-IN-PI ~ACE TACTll ,E PANEl DIVISION 2 - Page 49 of 63 Southold Animal Shelter Janaury 2007 HIVIglON 2 - SITE WORK SECTION fl2820 - VINVI, PICKET FENCE: GATES & HARDWARE DESCRIPTION A. This section includes the following: 1. Polyvinyl chloride (PVC) fence and gate components. 2. Gate hardware. 3. Reinforcing steel for concrete-filled, reinforced fence posts. 4. Concrete for post footings and for concrete filled reinforced fence posts B. Related sections: The following sections contain requirements that relate to this section. 1. Section 02200-Site Preparation 2. Section 03300-Cast-in-Place concrete glIRMITTALg A. General: Submit the following according to the conditions of the contract. B. Product Data: In the form of manufacturer's technical data, specifications, and installations for fence, posts, gate uprights, post caps, gates, gate hardware and accessories. C. Samples for verification of PVC color in form of 3-inch lengths of actual product to be used in color selection. D. Shop Drawings showing fence design. QIIAI,ITV A,gglIRANCF, A. Installer Qualifications: Engage an experienced installer who has at least three years experience and has completed at least five PVC fence projects with same material and of similar scope to that indicated for this project with a successful construction record of in- service performance. B. Single-Source Responsibili.ty: Obtain PVC fences and gates, including accessories, fittings, and fastenings, from a single source. SITE CONDITIONS Field Measurements: Verify layout information for fences and gates shown on the drawings in relation to the property survey and existing structures. Verify dimensions by field measurements. DIVISION 2 -Page 50 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - RITE WORK WARRANTY A. Manufacturer's Warranty: Lifetime non-prorated limited warranty applies to original homeowner/consumer, or 30 year non-prorated limited warranty applies to commemial applications. MATERIAI,S FENCE A. General: Provide PVC fence materials recognized to be of type indicated and tested to show compliance with indicated performances. B. Available Mannfactnrer: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the work include: 1. Buffiech, 231 Ship Canal Parkway, Buffalo, NY 14218 (800) 333-0569 Contact - Ralph Palmieri 2. Style Name: Manchester Height 3'H minimum. 3. Color Match Bufftech (available in white or tan) ,~e white POLWlNVI, CHI,ORIDE COMPONENTS A. General: Posts, rails, pickets, gate uprights, post caps, and accessories shall be of high impact, Ultra Violet (U.V.) resistant, rigid PVC, and shall comply with ASTM D 1784, Class 14344B. B. Fence Pngtgr One piece extruded, of lengths indicated and pre-routed to receive rails at spacing indicated. 1. Cross Section: 5" X 5" minimum 2. Wall Thickness: 0.135" minimum 3. Comer Radius: 3/8"R minimum C. Rails: One piece extruded, of lengths indicated pre-routed to receive pickets at spacing indicated. Top Rail: 1. Cross Section: 3" x 3" minimum 2. Wall Thickness: 0.110" minimum 3. Comer Radius: 3/8"R minimum Rnttom Rail: 4. Cross Section: 2" X 6" RBD minimum DIVISION 2 - Page 51 of 63 Southold Animal Shelter Janaury 2007 1. 2. 3. 4. 5. E. 1. 2. 3. F. 2. 3. G. DIVISION 2 - SITE WORK 5. Wall Thickness: 0.090" minimum 6. Comer Radius: 5/16" R minimum Pickets: One piece extruded, of lengths indicated. Cross Section: 1-1/2" X 1-1/2" minimum Wall Thickness: 0.060" minimum Corner Radius: 7/32"R minimum Picket Spacing: 1-9/16". Pickets per section: 29 pickets . Gate ! lprights: One piece extruded, of lengths indicated. Cross Section: 4" X 4" minimum Wall Thickness: 0.140" minimum Comer Radius: 11/32"R minimum post Caps: Molded, one piece. Cross Section: Match post or gate upright cross section. Thickness: 0.095" minimum. Configuration: Flat or four-sided as required for installation to top of posts and gate. Accessories: Manufacturers' standard gate brace, screw caps, rail end reinforcers, and other accessories as required. MISCELI,ANEOIIS MATERIAl,S A. ~qtiffener Channels: Galvanized steel structural channel. Configure channels for concealed installation within PVC rails with pre-drilled holes for drainage. Aluminum extruded channel available upon request. 1. Cross Section: 1.775 X 1.700 galvanized steel channel. 2. Thickness: 0.040 Gauge (minimum). B. Fasteners and Anchorage: Stainless Steel. All fasteners to be concealed or colored heads to match. Provide sizes as recommended by fence manufacturer. C. PVC Cement: As recommended by fence manufacturer. DIVISION 2 - Page 52 of 63 Southold Animal Shelter Janauty 2007 DMgION 2 - SITE WORK GATE HARDWARE ~r A~C!EggORIEg A. General~ Provide hardware and accessories for each gate according to the following requirements: B. Hinges: Size and material to suit gate size, non lift-off type, self closing, glass filled nylon with adjuster plate, offset to permit 120 degree gate opening. Provide one pair of hinges for each gate. 1. Color: Black. C. l.atch~ Manufacturers' standard self latching, glass filled nylon and stainless steel composition single or dual access gravity latch. Provide one latch per gate. 1. Finish: Match gate hinge finish. D. Hardware: Stainless Steel. Provide sizes as recommended by fence manufacturer. 1. Finish: Match gate hinge finish. CONCRETF~ A. Concrete: Provide concrete consisting of portland cement per ASTM C 150, aggregates per ASTM C 33, and potable water. Mix materials to obtain concrete with a minimum 28-day compressive strength of 2000 psi. Use at lease four sacks of cement per cubic yard, 1-inch maximum size aggregate, 3-inch maximum slump. Use ½ inch maximum size aggregate in post where required. B. Packages Cnncrete Mix: Mix dry-packaged normal-weight concrete conforming to ASTM C 387 with clean water to obtain a 2 to 3 inch slump. REINFORCEMENT A. Reinforcing Steel: I. Steel Reinforcing Bars: ASTM A 615. Grade 60. Deformed (#4 or ½"). Install 2 bars for each post to a length of 3' feet. EXECI ITION GENERAI~ A. Install fence in compliance with manufacturer's written instructions. During installation, PVC components shall be carefully handled and stored to avoid contact with abrasive surfaces. Install components in sequence as recommended by fence manufacturer. 1. Install fencing as indicated on the drawings provided. 2. Variations from the installation indicated must be approved. 3. Variations from the fence and gate installation indicated and all costs for removal and replacement will be the responsibility of the contractor. DIVISION 2- Page 53 of 63 Southold Animal Shelter Janauty 2007 DIVISION 2 = ~ITF, WORK FENCE IN~T A I J~A TION A. Excavation: Drill or hand-excavate (using post hole digger) holes for posts to diameters and spacings indicated, in finn, undisturbed or compacted soil. 1. If not indicated on drawings, excavate holes for each post to a minimum diameter of 12" inches. 2. Unless otherwise indicated, excavate hole depths not less than 30 inches or to frost line. Po~ts: Install posts in one piece, plumb and in line. Space a maximum of 8' feet on center unless otherwise indicated. Enlarge excavation as required to provide clearance indicated between post and side of excavation. Protect portion of posts above ground from concrete splatter. Place concrete around posts and vibrate or tamp for consolidation. Check each post for vertical and top alignment and hold in position during placement and finishing operations. a. Unless otherwise indicated, terminate top of concrete footings 3 inches below adjacent grade and trowel to a crown to shed water. b. Secure posts in position for manufacturers' recommendations until concrete sets. After installation of rails and unless otherwise indicated, install reinforcing in posts in opposing comers of post as shown and fill end and gate posts with concrete to level as indicated. Concrete fill shall completely cover the reinforcing steel and gate hardware fasteners. Consolidate the concrete by striking the post face with a robber mallet, carefully tamping around the exposed post bottom. d. Install post caps. Use #8 screws, nylon washers and snap caps. e. Remove concrete splatters from PVC fence materials with care to avoid scratching. Top and l:lotlorn Rail~: Install rails in one piece into routed hole fabricated into posts to receive top and bottom rails, and middle where necessary. Except at sloping terrain, install rails level. 1. Prior to installation of rails into posts, insert concealed steel channel stiffeners in top rail, where necessary. Bottom rails shall include minimum (2) IA" drainage holes. 2. At posts to receive concrete fill, tape rail ends to prevent seepage when filling post with concrete. Middle Rail~: Where necessary, install middle rails in one piece into routed hole in posts with larger holes facing down. Except at sloping terrain, install middle rails level. Secure mid rail to pickets with 2-#8 x 1-1/2" screws evenly spaced. 1. At posts to receive concrete fill, tape rail ends to prevent seepage when filling post with concrete. DIVISION 2- Page 54 of 63 Southold Animal Shelter Janaury 2007 DM~If)N 2 = ~ITE WORK E. Pickets: Install pickets in one piece as per manufacturer recommendations. Install pickets plumb. F. Fence Installation at ~qloping Terrain: At sloping terrain rails may be racked (sloped) or stepped to comply with manufacturers' recommendations. GATE INSTAI J,ATION A. Prior to installation of rails into posts, apply PVC cement into sockets per manufacturer's recommendations. Bottom rail shall include minimum (2) V4" drainage holes. B. Assemble gate prior to fence installation to accurately locate hinge and latch post. Align gate horizontal rails with fence horizontal rails. C. Install gates plumb, level, and secure for full opening without interference according to manufacturer's instructions. D. Gate Latch Installation. Install gate latch according to manufacturer's instructions. Adjust for smooth, trouble-free operation. E. Allow minimum 72 hours to let concrete set-up before opening gates. ADJII,qTING & CI,EANING A. Remove all traces of dirt and soiled areas. END OF ~qECTION 02820 - VINYl, PICKET FENCE. GATE~q & HARDWARE DIVISION 2 - Page 55 of 63 Janaury 2007 Southold Animal Shelter DIVIglON 2 - SITE WORK SECTION 02832 - gTEEI~ I,ANDgCAPE EDGING DESCRIPTION The Contractor shall furnish all labor, materials, equipment and incidentals necessary to Construct steel edging along the unit pavers interface with landscaped areas and/or as directed by the Engineer. MATERIAl ~g Steel Edging - shall be 1/4" x 4" deep general landscape edging, length as required, as manufactured by Ryerson or approved equal. Steel shall be finished with green rustproof paint. Slots for sixteen (16) inch steel tapered stakes shall be at thirty (30) inch intervals. METHOD OF CONSTRUCTION The steel edging shall be installed flush in all areas where pavement, brick, etc. adjoin landscaped or seeded areas or as directed by the Engineer. Edging shall be fLrmly affixed in place with sixteen (16) inch tapered steel stakes in accordance with manufacturer's recommendations. Where required, the Contractor shall order shop bent sections for radii. END OF SECTION 02832 - gTEEE 1 ,ANDSCAPE EDGING DIVISION 2 -Page 56 of 63 Southold Animal Shelter Janaury 2007 DMglON 2 - glTE WORK ,qF[?TION I}2862 - glTF~ F,I ~ECTRIC ~FACTItr)N~ INCI ,I JDED 1. GENERAL 2. CONDUITS 3. WIRES AND CABLES 4. UNDERGROUND ELECTRIC SERVICE 5. GROUNDING 6. METERING 1. ~ENERAI, All applicable provisions of the sections entitled "General Conditions", "Special Conditions" and Division 16 shall apply to all work under this Contract as if written out in full, and shall be adhered to by the Electrical Contractor. gPECIAI~ IN~TRIJCTIONg TO RlnnERg A. The bidder shall, before submitting a proposal, examine the site, construction drawings and specifications coveting the work of other trades, so as to familiarize themselves with the scope of the project as a whole and to enable them to better understand the relation and extent of the work. B. The construction drawings and details show schematically the approximate location of all apparatus, lights, circuits, and appurtenant electrical materials and equipment. The exact location of shall be subject to approval of the Engineer who reserves the right to make, prior to installation, any reasonable changes in location indicated without extra cost to the Owner. C. It is the intent of the contract drawings and these specifications to provide a complete and operative system. Whether shown on the contract drawings and/or included in the specifications or not, the Contractor shall furnish and install all material, equipment and labor usually furnished with such systems, unless specifically excluded in these Specifications. WORK INCI,II1)ED The Contractor shall fumish all labor, materials, equipment and incidentals to complete all electrical work as specified herein, shown on the Contract Drawings and as directed by the Engineer. In general, the work shall include but not be limited to the following: 1. New 3-phase electric service 2. Transformer & pad 3. Secondary feeders 4. Trenching and restoration 5. Primary feeders 6. Grounding DIVISION 2 -Page 57 of 63 Southold Animal Shelter Janaury 2007 DMglON 2 - glTE WORK 7. Trans 'S' ~IIRMITTAI ,~ The Contractor shall furnish four (4) copies of Shop Drawings of all equipment and material to be furnished by him under this Contract for approval by the Engineer. Drawings shall be supplemented with catalog cuts, materials of construction, ratings, etc. DRAWlNG,q A. The contract drawings are generally diagrammatic, not showing every bend or offset as may be required to properly complete the work to meet job conditions, geometry, changes in locations, work of other trades, etc. The Contractor shall furnish all such additional offsets, bends, piping, etc., at no additional cost to the Owner so that the completed installations will result in neat, workmanlike, first-class operating elec~cal systems of the highest quality. B. Field drawings shall be maintained by the Contractor showing actual installed locations of all equipment and materials under this Contract. Shop drawings approved by the Engineer shall be maintained by the Contractor in the field. C. Record Drawings shall be submitted by the Contractor to the Engineer upon completion of work and shall be marked "Record Plan". AI~.HlgTMENT OF AND INgTRIIIqTIONg FOR EQIIIPMENT A. The Contractor shall make all necessary adjustments for proper operation of all equipment furnished by him under this Contract. He shall also instruct and acquaint the Owner's designated representative in the proper operation of all equipment. B. The Contractor shall prepare type written instructions and diagrammatic sketches of all equipment and systems. This material shall be posted in the distribution panel for the circuit breaker schedules. C. Final payment under this Contract shall not be made until all the above requirements are met by the Contractor. PERMITg AND REGIII~ATIONS The Electrical Contractor shall obtain and pay for any permits necessary to conduct work and complete this Contract. All work shall be performed in accordance with the National Electric Code and LIPA requirements. Upon completion of the work provided for in this Contract, and before final payment shall be made, the Contractor shall furnish the Engineer with any necessary Certificates of approval issued by various regulatory agencies. The Contractor ghall ~upply a Certificate of Approval from the New York Board of Fire 1 lnderwriter'~ DIVISION2 - Page 58 of 63 Southold Animal Shelter Janaury 2007 I)IVI~ION 2 - ~ITE WORK 2. CONDIIIT,q A. Aluminum conduit will not be approved. B. Rigid metallic or non-metallic conduits (Schedule 40 or 80), will be approved when installed in accordance with the requirements of the latest issue of the National Electrical Code. C. Conduit size shall be as indicated on the drawings, or minimum in accordance with the N.E.C. D. Conduit system shall be installed in accordance with the latest edition of the N.E.C. and shall be installed in a neat, workmanlike manner. E. Schedule 40 metallic or non-metallic conduit may be used below grade under pavement or sidewalks unless prohibited by municipal ordinances. F. In all cases, rigid non-metallic conduit shall be clearly and permanently identified as to schedule and trademark. G. The entire conduit system shall be installed to provide a continuous bond throughout the system. H. Exposed conduits shall be nm parallel to and at right angles using conduit fittings for all roms and off-sets. 1. All empty conduits shall contain a 3/16-inch vinyl pull rope. 3. WIRE~q AND CARI~E~q A. Conductors No. 10 and smaller shall be single braid, solid, Conductors No. 8 and larger shall be stranded cable. B. Branch circuit wiring shall be continuous from outlet to outlet. No splices will be permitted except at outlets. Splices shall be made mechanically and electrically secure with 3M "Scotch- Locks" or equal. C. Connections at panels shall be such that no neutral conductor shall service more than one branch circuit from the same phase. Connect branch circuits in phase sequence in panel boards. D. Minimum size of conductors shall be No. 12 gauge except where specifically permitted in other sections of this division. E. Feeders shall be load balanced as closely as possible. F. Conductors in buried exterior conduits for secondary service shall be Type THHN or USE-2. G. All secondary feeders and circuit conductors shall be copper. DIVISION 2- Page 59 of 63 Southold Animal Shelter Janaury 2007 DIV[qlON 2 = ~ITE WORK 4. UNDERGROI~ND EI,ECTRIC. ~ERVI(?E A. Service entrance cables shall be in conduit for the full length. Conduit shall be marked with metallic caution tape buffed 12" deep in service trench. Tape shall be marked "Caution - Buffed Electric Line" or approved equal. B Furnish and install transformer pad, metering equipment and cabinet as required by LIPA. Service shall be 3-phase, 4-wire, 208/120 volts. C. Closely coordinate this work with the Long Island Power Authority prior to submitting the bid so there are no misunderstandings as to the extent and character of the work and charges involved. Include all ntili~ company ehar~e~ in the hid (if applicable), D. All trenches shall be backfilled in 6" lifts. Backfill shall be clean sand from on site up to within 6" of finish grade. Backfill shall be thoroughly consolidated with mechanical tampers to 95 percent of the standard proctor value for soil used. Soil shall be at optimum moisture content for backfill operation. 5. GROI INI~ING A. The Contractor shall install all equipment and material necessary to provide a complete and adequate "grounded system" in accordance with the requirements of the New York Sate Building Code and National Electric Code. Size of ground conductor shall be as required to suit the conditions. B. The Contractor shall furnish all labor and materials necessary for grounding connections as required by the Long Island Power Authority. This includes the grounding of all apparatus furnished under other sections of the scope of work for the project. C. Exposed, non-current carrying metal parts of fixed equipment which is liable to become energized, shall be grounded under any of the following conditions: 1. Where equipment is supplied by means of metal-clad wiring. 2. Where equipment is located within the reach of a person who can make contact with any grounded surface or object. 3. Where equipment is located within the reach of someone on the ground. 4. Where equipment operates with any terminal 120 volts to ground or greater. 5. Where equipment is in electrical contact with; metal or metal lath. DIVISION 2 -Page 60 of 63 Southold Animal Shelter Janaury 2007 DIVISION 2 - SITE WORK D. All circuits shall be run with a separate grounding conductor. METERING The Contractor shall furnish and install electric metering equipment in accordance with LIPA requirements. The metering equipment shall be fu_mished with a main disconnect located below the actual meter and be accessible from the exterior. END OF SECTION fl2862 - SITE EI~ECTRIC DIVISION 2 - Page 61 of 65 Southold Animal Shelter Janaury 2007 DIV[qlON 2 - ~ITE WORK ~qEC~TION 02011 - TOP,qOII~ 'I)E~qCRIPTION A. The Contractor shall furnish all labor, materials, equipment and incidentals necessary for hauling, stockpiling, placing, grading, and compacting of topsoil in accordance with the Specifications, Engineer and as indicated on the Contract Drawings. B. The Contractor may stockpile and use existing onsite topsoil. I~IATERIAI,~ A. Topsoil shall be the surface layer of soil with no admixture of refuse or material toxic to plant growth and shall be free from subsoil, stumps, roots, brash, stones, clay, lumps or similar objects larger than 1" in greatest diameter. The organic content shall not be less than 5% or more than 20% as determined by loss on ignition of moisture free samples dried at 100 degrees. B. The pH of the topsoil shall be between 5.5 and 7.6. C. All topsoil shall meet the following mechanical analysis: 1" Screen 100 ¥4 Screen 65-90 No. 100 mesh 20-80 No. 200 mesh 20-80 D. No more than 60% of the material passing the No. 100 mesh sieve shall consist of clay, as determined by the Bouyocous Hydrometer or by the decantation method. E. All percentages shall be based on dry weight of samples. CON~qTRI ICTION DETAII.~q A. The Contractor shall supply all required equipment and personnel necessary to scarify, rake and fine grade topsoil. Raking shall be performed at a minimum to the top 2 inches of soil. B. The Contractor shall rake and fine grade all areas within the contract limit lines. All equipment tracks, depressions, etc., shall be graded smooth. C. The Contractor shall supply required erosion control to protect the contract area. Any erosion, which may occur during construction, shall be repaired by the Contractor at no additional expense to the Town. DIVISION 2 Page 62 of 63 Southold Animal Shelter JanauD- 2007 DM~ION 2 - ~ITE WORK END OF SECTION 02911 -TOPSOIL DIVISION2 - Page 63 of 63 Southold Animal Shelter 2/20/2007 SECTION 03100 EXTERIOR CONCRETE MASONRY ASSEMBLIES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.. 1.2 SUMMARY A. This Section includes concrete masonry unit assemblies consisting for the exterior walls. B. Scored, insulated concrete ground face masonry units, (ICMU). C. Scored, un-insulated concrete ground face masonry units. D. Reinforcing steel. E. Masonry joint reinforcement F. Ties and anchors G. Embedded flashing H. Miscellaneous masonry accessories. I. Related Sections include the following: 1. Division 4 Section "Unit Masonry Assemblies for Interior Masonry assemblies." 2. Division 4 Section 04720 "Cast Stone." 3. Division 7 Section "Water Repellents" for water repellents applied to unit masonry assemblies. 4. Division 7 Section "Sheet Metal flashing and Trim" for exposed sheet metal flashing. 5. Division 7 Section "Through-Penetration Firestop Systems" for firestopping at openings in masonry walls. 6. Division 7 Section "Joint Sealants" for sealing control and expansion joints in trait masonry. 7. Division 8 Section "Steel Door and Frames" and "Aluminum doors and Frames" for metal frames set in masonry openings. Southold Animal Shelter 2/20/2007 8. Division 10 Section "Louvers and Vents" for louvers set in masonry openings. Products furnished, but not installed, under this Section include the following: 1. Dovetail slots for masonry anchors, installed under Division 3 Section "Cast-in-Place Concrete" 2. Anchor sections of adjustable masonry anchors for connecting to structural frame, installed under Division 5 Section "Structural Steel." Products installed, but not furnished, under this Section include the following: 1. Cast stone units furnished under Division 4 Section 04720 "Cast Stone." 2. Mortar and Grout furnished under Division 4 Section 04060 "Mortar and Grout." 3. Steel lintels and shelf angles for unit masonry, furnished under Division 8 Section "Steel Doors and Frames" "Aluminum Doors and Frames Entrances and Storefronts" and Glazed Aluminum Curtain Wall." 1.3 A. 1.4 A. B. DEFINITIONS Insulated Concrete Masonry Unit (ICMU): Pre insulated concrete masonry units with "webless" interlocking design. Reinforced Masonry: Masonry containing reinforcing steel in grouted cells. Bond Beams: Either special "U" shaped grouted and reinforced units or manufacturer's grouted and reinforced units with field knock-out flange. PERFORMANCE REQUIREMENTS Provide all unit masonry that develops indicated net-area compressive strength (f') at 28 days. All masonry shall be provided with horizontal "ladder type" reinforcement at alternate courses (16" o.c.) except at parapet walls where reinforcing shall be every course. Determine net-area compressive strength (F) of masonry from average net-area compressive strengths of masonry units and mortar types (unit-strength method) according to Tables 1 and 2 in ACI 530.1/ASCE 6/TMS 602. Determine net-area compressive strength (f) of masonry by testing masonry prisms according to ASTM C 1314. 1.5 SUBMITTALS A. Product Data: For each type of product indicated. Southold Animal Shelter 2/20/2007 B. Shop drawings: For the following: 1. Masonry Units: Show sizes, profiles, coursing, and locations of special shapes. 2. Reinforcing Steel: Detail bending and placement of unit masonry reinforcing bars. Comply with ACI 315, "Details and Detailing of Concrete Reinforcement." Show elevations of reinforced walls including reinforced masonry shear walls. 3. Fabricated Flashing: Detail comer units, end-dam units, and other special applications. 4. Movement Joints: Show locations of all control joints and expansion joints in masonry walls. C. Samples for Initial Selection and verification for each type and color of the following: 1. Insulated Concrete Masonry Units, in the form of full scale units. 2. Conventional concrete masonry units 3. Colored mortar. 4. Weep holes/vents. 5. Flashing materials 6. Accessories embedded in masonry. 7. Wall ties and anchors. D. List of Materials Used in Constructing Mockups: List generic product names together with manufacturers, manufacturers' product names, model numbers, lot numbers, batch numbers, source of supply, and other information as required to identify materials used. Include mix proportions for mortar and grout and source of aggregates. l. Submittal is for information only. Neither receipt of list nor approval of mockup constitutes approval of deviations from the Contract Documents unless such deviations are specifically brought to the attention of Architect and approved in writing. E. Material Certificates; Include statements of material properties indicating compliance with requirements including compliance with standards and type designations within standards. Provide for each type and size of the following: 1. Masonry units. a. Include material test reports substantiating compliance with the requirements. b. For masonry units used in structural masonry, include data and calculations establishing average net-area compressive strength of units. 2. Cementitious materials. Include, brand, type, and name of manufacturer. 3. Preblended, dry mortar mixes. Include description of type and proportions of ingredients. 3 Southold Animal Shelter 2/20/2007 4. Grout mixes. Included description of type and proportions of ingredients. 5. Reinforcing bars. 6. Joint reinfomement. 7. Anchors, ties, and metal accessories. 8. Granular insulation. 1.6 Statement of Compressive Strength of Masomy: For each combination of masomy unit type and mortar type, provide statement of average net-area compressive strength of masonry units, mortar type, and resulting net0area compressive strength of masonry determined according to Tables 1 and 2 in ACI 530.1/ASCE 6/TMS 602. Cold-Weather Procedures: Detailed description of methods, materials, and equipment to be used to comply with cold-weather requirements. QUALITY ASSURANCE Perform work in accordance with ACI 530 and ACI 530.1 Testing Agency Qualifications: An independent agency qualified according to ASTM C 1093 for testing indicated, as documented according to ASTM E 548. Source Limitations for Masomy Units: Obtain exterior masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, through onsource from a single manufacturer. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from a single manufacturer for each cementitious component and from on source or producer for each aggregate. Preconstruction Testing Service: Owner will engage a qualified indiepndent testing agency to perform preconstion testing indicated below. Paymen for these series will be made by Owner. Retesting of materials that fail to meet specified requirements shall be done at Contractor's expense. 1. Concrete Masonry Unit Test: For each type of unit required per ASTM C 140 2. Mortar Test (Property Specifications): For each mix required, per ASTM C 780 3. Grout Test (Compressive Strength): For each mix required, per ASTM C 1019 4. Prism Test: For each type of construction required, per ASTM C 1314 4 Southold Animal Shelter 2/20/2007 Fire-Resistance Ratings: Where indicated, provide maerials and construction identical to those of assemblies with fire-resistance ratings dertmined per ASTM E 119 by a tsting and inspectiong agency, by equivalent concrete masonry thickness, or by other means, as acceptable to authorities having jurisdiction. Sample Panels: Build sample panels to verify selections made under samle submittals and to demonstrate aesthetic effects. Com;ty with requirements in Division 1 Section "Quality Requirements" for mocknps. 1. Panels 3. 4. 5. Build sample panels for each type of exposed unit masonry construction typical exterior wall in sizes approximately 72 inches long by 60 inches high by full thickness. Include ICMU and comer units b. Including pre-cast stone units Include lower comer of window opening framed with stone trim at upper comer of mocknp. Make opening approx 12 inches wide by 16 inches high. Show jamb construction, special coursing and bands Include through-wall flashing installed for a 24-inch length in comer of mockup approximately 16 inches down from top of mockup, with a 12-inch length of flashing left exposed to view (omit masonry above half of flashing). e. Show insulation, joint reinforcing and weeps. f. Show typical jambs, head and sills. g. Show typical comer construction. h. Include a sealant-filled joint at least 16 inches long in each exterior wall mocknp. i. Include vertical rebar reinforcing. Clean one-half of exposed faces of panels with masonry cleaner indicated. Apply specified sealer to one-half of exposed faces of panels Protect approved sample panels from the elements with weather-resistant membrane. approval of sample panels is for color, texture, and blending of masonry units; relationship of mortar and sealant colors to masonry unit colors; tooling of joints; aesthetic qualities of workmanship; and other material and construction qualities specifically approved by Architect in writing. Approval of sample panels does not constitue approval of deviations from the Contract Documents contained in sample panels unless such deviations are specifically approved by Architect in writing. Southold Animal Shelter 2/20/2007 Sample shall be reviewed and approved in writing by ICMU manufacturer's representative. Mock up shall remain intact for full duration of exterior masonry operations. Contractor shall remove from site when directed by Owner. Pre-installation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." 1.7 A. DELIVERY, STORAGE, AND HANDLING Store masonry units single stacked on elevated platforms in a dry locations. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely fled. If units become wet, do not install until they are dry. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. 1.8 A. PROJECT CONDITIONS Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches down both sides and hold cover securely in place. Where 1 wythe of multi-wythe masonry walls is completed in advance of other wythes, secure cover a minimum of 24 inches down face next to unconstmcted wythe and hold cover in place. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least 3 days after building masonry walls or columns. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masomy to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry. Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface. 2. Protect sills, ledges, and projections from mortar droppings. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes from mortar droppings. 6 Southold Animal Shelter 2/20/2007 Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt onto completed masonry. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Removed and replace unit masonry damaged by fronts or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE6/TMS 602 and the following: When the ambient temperature is within the limits indicated, use the following procedures: 40 to 32 deg F: Heat mixing water or sand to produce mortar temperatures between 40 and 120 deg F. 32 to 25 deg F: Heat mixing water and sand to produce mortar temperatures between 40 and 120 deg F. Heat grout materials to produce grout temperatures between 40 and 120 deg F. Maintain mortar and grout above freezing until used in masonry. Cover masonry with insulating blankets to provide enclosure and heat for a minimum of 48 hours. 25 to 20 deg F: Heat mixing water and sand to produce mortar temperatures between 40 and 120 deg F. Heat grout materials to produce grout temperatures between 40 and 120 deg F. Maintain mortar and grout above freezing until used in masonry. Heat masonry units to 40 deg F if grouting. Provide enclosures and use heat on both sides of walls under construction to maintain temperatures above 32 deg F within the enclosures for a minimum of 48 hours. 20 deg F and below: Heat mixing water and sand to produce mortar temperatures between 40 and 120 deg F. Heat grout materials to produce grout temperatures between 40 and 120 deg F. Maintain mortar and grout above freezing until used in masonry. Heat masonry units to 40 deg F. Cold-weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F and above and will remain so until masonry has dried, but not less than 7 days after completing cleaning. Hot-weather Requirements: Comply with hot-weather construction requirements contained in ACi 530.1/ASCE6/TMS 602 and the following: When ambient temperatures exceeds 100 deg F, or 90 deg F with wind velocity greater than 8 mph, do not spread mortar beds more than 48 inches ahead of masonry. Set masonry units within one minute of spreading mortar. Southold Animal Shelter 2/20/2007 PART2-PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. 2.2 MASONRY UNITS, GENERAL A. Defective traits: Referenced masonry unit standards may allow a certain percentage of traits to exceed tolerances and to contain chips, cracks, or other defects exceeding limits stated in the standard. Do not use units where such defects, including dimensions that vary from specified dimensions by more than stated tolerances, will be exposed in the competed Work or will impair the quality of completed masonry. 2.3 CONCRETE MASONRY UNITS (CMU) AND INSULATED CONCRETE MASONRY UNITS (ICMU) A. Shapes: Provide shapes indicated and as follows: 1. Provide CMU for lintels, comers, jambs, sashes, movement joints, headers, bonding, and other special conditions as detailed. 2. Provide square-edged CMU, units for outside comers, unless otherwise indicated. 3. Provide ICMU unit with knock out webs for bond beams where indicated (CMU and ICMU). 4. All ICMU shall be insulated, web-less concrete masonry units B. Integral Water Repellent: Provide units made with integral water repellent for all exterior exposed units. 1. Integral Water Repellent: Liquid polymeric, integral water-repellent admixture that does not reduce flexural bond strength. Units made with integral water repellent, when tested as a wall assembly made with mortar containing integral water-repellent manufacturer's mortar additive according to ASTM E 514, with test period extended to 24 hours, show no visible water or leaks on the back of the test specimen. a. Available Products: 8 Southold Animal Shelter 2/20/2007 1. Grace construction Products, a unit of W.R.Grace & co. - Comm; Dry-Block 2. Addiment Inc.; Block Plus W-10 3. Master Builders, Inc.; Rheopel. C. Concrete Masonry Units and Insulated Concrete Masonry Units: ASTM C 90. 1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 2500 psi. 2. Weight Classification: Lightweight unless otherwise indicated. 3. Size (Width): Manufactured to dimensions 3/8 inch less than nominal dimensions. 4. Size (Width): Manufactured to the following dimensions: a. 4 inches nominal; 3-5/8 inches actual b. 6 inches nominal; 5-5/8 inches actual c. 8 inches nominal; 7-5/8 inches actual d. 10 inches nominal; 9-5/8 inches actual e. 12 inches nominal; 11-5/8 inches actual f. Provide 8"xl 6"x width for all units not exposed to view and not indicated to be scored. g. Provide 8"x16"x width, scored 8"x8" for all exterior exposed to view units. Scored joints shall be 3/8" wide x '¼" deep grooves in the face of the CMU and ICMU. 5. Exposed Faces: Provide color and testure matching the range represented by Architect's sample, obtained from on manufacturer. 6. Pattern and Texture (exterior face of exposed units); a. Standard pattern, ground finish. Match Architect's samples b. Scored vertically so units laid in running bond appear as square units laid in stacked bond, standard finish. 7. Color A: Color B: Color C: 8. Available Products: Southold Animal Shelter 2/20/2007 a. "NRG" insulated web-less, concrete masonry units manufactured under license from Advanced Concrete Technology by: 1. A. Jandris Co. (978-632-0398) 2. Westbrook Concrete Block (860-399-6201) 2.4 MASONRY LINTELS A. General: Provide masonry lintels, complying with requirements below. B. Masomy lintels: Prefabricated or built-in-place masonry lintels made from bond beam concrete masonry units with reinforcing bars placed as indicated and filled with coarse grout. Cure precast lintels before handling and installing. Temporarily support built-in-place lintels until cured. 2.5 MORTAR AND GROUT MATERIALS A. See specifications Section 04060 - Mortar and Grout. 2.6 REINFORCEMENT A. Uncoated Steel Reinforcing Bars: ASTM A 615/A615M, Grade 60 B. Masonry Joint Reinforeement, General: ASTM A 951. 1. Stainless steel. 2. Wire Size for Side Rods: W1.7 or 0.148-inch diameter, unless indicated otherwise. 3. Wire Size for Cross Rods: W1.7 or 0.148-inch diameter, unless indicated otherwise. 4. Spacing of Cross roads, Tabs, and Cross Ties: Not more than 16-inches o.c. 5. Provide in legths of not less than 10 ft., with prefabricated comer and tee units. 6. Flush weld all keys. C. Masonry Joint Reinforcement for Single-Wythe Masonry: Ladder type with single pair of side rods. Provide at least 5/8" cover on each face. D. Masonry Joint Reinforcement for Veneers Anchored with Seismic Masonry-Veneer Anchors; Single 0.188-inch diameter, stainless-steel for exterior walls, continuous wire. 10 Southold Animal Shelter 2/20/2007 2.7 TIES AND ANCHORS A. Materials: Provide ties and anchors specified in subsequent paragraphs that are made from materials that comply with eight subparagraphs below, unless otherwise indicated. 1. Stainless-steel Sheet: ASTM A666, Type 304 2. Steel Plates, Shapes, and Bars: ASTM A36/A 36M 3. Stainless-steel bars: ASTM A276 or ASTM a666, Type 304 B. Corrugated Metal Ties: Metal strips not less than 7/8 inch wide with corrugations having a wavelength of 0.3 to 0.5 inch and an amplitude of 0.06 to 0.10 inch made from steel sheet, galvanized after fabrication, for interior walls and stainless-steel sheet, for exterior walls, not less than 0.043 inch thick. C. Wire Ties, General: Unless otherwise indicated, size wire ties to extend at least halfway through veneer but with at least 5/8 inch cover on ouside face. Outer ends of wires are bent 90 degrees and extend 2-inches parallel to face of veneer. D. Individual Wire Ties: Rectangular units with closed ends and not less than 4-inches wide. 1. Z-shaped ties with ends bent 90 degrees to provide hooks not less than 2 inches long may be used for masonry constructed from solid units or hollow units laid with cells horizontal. 2. Where wythes do not align, use adjustable ties with pintle-and-eye connections having a maximum adjustment of 1-1/4 inches. 3. Wire: Fabricate from 3/16 inch diameter, steel stainless-steel wire. E. Adjustable Anchors for Connecting to Structure: Provide anchors tat allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall. 1. Anchor Section for Welding to Steel Frame: Crimped ~A inch diameter, hot-dipped galvanized steel for interior use and stainless-steel for exterior use. 2. Tie Section: Triangular-shaped wire tie, sized to extend within I inch of masonry face, made from 0.1875 inch diameter, hot-dip galvanized steel for interior walls, stainless-steel for exterior walls. Provide tie compatible with seismic clip in exterior applications. 3. Connector Section for Concrete: Dovetail tabs for inserting into dovetail slots in concrete and attached to tie section; formed from 0.097 inch thick, stainless steel sheet. 4. Tie Section for Concrete: Corrugated metal ties with dovetail tabs for inserting into dovetail slots in concrete and sized to extend to within 1 inch of masonry face. 5. Use channels on beam web connections. 3360 by Hohmann & Bamard, with #363 & #364 (for break away anchor ties). 11 Southold Animal Shelter 2/20/2007 6. Use straps on columns. #359 & #359 FP, Hohmann & Bamard with VWT or 301W tie. 7. Notched column #354 Hohmann & Barnard where welded tie cannot be achieved. F. Rigid Anchors: Fabricate from steel bars 1-1/2 inches wide by ~¼ inch thick by 24 inches long, with ends turned up 2 inchesor with cross pins, unless otherwise indicated. 1. Corrosion Protection: Hot-dip galvanized to comply with ASTM A 153/A 153M G. Adjustable Masonry-Veneer Anchors 1. General: Provide anchors that allow vertical adjustment but resist tension and compression forces perpendicular to plane of wall, for attachment over sheathing to wood or metal studs, and as follows: a. Structural performance Characteristics: Capable of withstanding a 100 lb load in both tension and compression without deforming or developing play in excess of 0.05 inch. 2. Seismic Masonry-Veneer Anchors: Units consisting of a metal anchor section and a connector section designed to engage a continuous wire embedded in the veneer mortar joint. a. Connector Sections: Dovetail tabs for inserting into dovetail slate. Size connector to extend at least halfway through veneer but with at least 5/8 inch cover on outside face. b. Fabricate sheet metal anchor sections and other sheet metal parts from 0.078 inch thick, stainless steel sheet. c. Fabricate wire connector sections from 0.188-inch diameter, stainless-steel wire. d. Available products: 1. Hohmann & Barnard, Inc. #315 BT w/Seismiclip or approved equal. 2. Dayton Superior Corp, Dur-o-Wal, Division 3. Wire-Bond, with wire-bond clip H. Stabilizer Anchor 1. General: Bonds masonry and restrains lateral movement while allowing expansion and control joints to perform. 2. Available Products: Hohmann & Bamard, Inc; slip-set stabilizer. 12 Southold Animal Shelter 2/20/2007 2.8 MISCELLANEOUS ANCHORS A. Unit Type Inserts in concrete: Cast-iron or malleable-iron wedge-type inserts. B. Dovetail slots in Concrete: Furnish dovetail slots with filler strips,'ofslot size indicated, fabricated from 18 ga. Stainless steel. Anchor Bolts: L-shaped steel bolts complying with ASTM A307, Grade A, with ASTM A 563 hex nuts and, where indicated, flat washers, hot-dip galvanized to comply with ASTM A 153/A 153 M, class C; of dimensions indicated. Post installed Anchors: Provide chemical or torque-controlled expansion anchors, with capability to sustain, without failure, a load equal to six times the load imposed when installed in solid or grouted unit masonry and equal to four times the load imposed when installed in concrete, as determine by testing per ASTM E 488 conducted by a qualified independent testing agency. Corrosion Protection: Stainless steel components complying with ASTM F 593 and ASTM F 594, Alloy Groupl or 2 for bolts and nuts; ASTM A666 or ASTM A276, Type 304 or 316 for anchors. 2.9 EMBEDDED FLASHiNG MATERIALS A. Metal Flashing: Provide metal flashing, where flashing is exposed or partly exposed and where indicated complying with Division 7 Section "Sheet Metal Flashing and Trim" and as follows: 1. Stainless-steel: ASTM A 240/A 240M, Type 304, 0.016 inch thick 2. Lead Coated Copper: Conform to Section 07600. 3. Fabricate through-wall metal flashing embedded in masonry from sheet metal indicatd above. Provide an integral mortar bond. 4. Fabricate metal expansion-joint strips from sheet metal indicated above. 5. Fabricate metal drip edges from sheet metal indicated above. Extend into wail as detailed but not less than 4-inches and ½ inch out from wall, bend metal back on itself for aA inch and then down into joint 3/8-inch to form a stop for retaining sealant backer rod. 6. Fabricate continuous flashings in sections 96-inches long minimum, but not exceeding 12 feet. Rivet and solder all joints of formed, smooth metal flashing in accordance with Section 07600. 7. Fabricate through wall flashing with snap lock receiver on exterior face where indicated to receive counterflashing. I3 Southold Animal Shelter 2/20/2007 B. Flexible flashing: For flashing not exposed to the exterior, use on e of the following, unless otherwise indicated: 1. Surface adhered composite membrane flashing: 25 mil, Polymeric, reinforced membrane over 15 mil SBS rubberized asphalt. Use only where flashing is fully concealed in masonry. a. Available Products: Hyload, Inc. Hyload S/A Flashing, color gray C. Solder and Sealants for Sheet Metal Flashings: As specified in Division 7 Section "Sheet Metal Flashing and Trim." D. Adhesives, Primers, and Seam Tapes for Flashings: Flashing manufacturer's standard products or products recommended by flashing manufacturer for bonding flashing sheets to each other and to substrates. E. Accessories: Provide preformed flashing pieces at all inside comers, outside comers, level changes and end dams. 2.10 MISCELLANEOUS MASONRY ACCESSORIES A. Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2Al; compressible up to 35 percent; of width and thickness indicated; formulated from closed- cell neoprene. B. Bond-Breaker Stips: Asphalt-saturated, organic roofing felt complying with ASTM D 226, Type I (No.15 asphalt felt). C. Mesh Weep/Vent: Free-draining mesh; made from polyethylene strands, 2 ½" x 3 ½" x '/2" in color selected from manufacturer's standard. 1. Available Products: a. Mortar Net USA, Ltd.; Mortar Net Weep Vents. Advanced Building Products Inc, Mortar Maze weep vent. b. Dayton superior Corp, Dur-O-Wal Division, Cell Vents. c. Heckmann Building Products Inc.; No. 85 Cell Vent. d. Hohmann & Bamard, Inc., Quadro-Vent e. Wire-Bond; Cell Vent D. Polyethylene Backer Rod: Closed-cell extruded low density polyethylene foam. E. Preformed control-joint gaskets; Made from styrene-butadiene robber 1. Available Products: H&B; RS & RS-Tee 14 Southold Animal Shelter 2/20/2007 F. Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning masonry unit cells with loops for holding reinforcing bars in center of cells. Units are formed from 0.142-inch steel wire; hot dip galvanized after fabrication. Provide units with either two loops or four loops as needed for number of bars indicated. 1. Available Products: a. Dayton superior Corp, Dur-O-Wal Division, D/A 810, D/A 812, D/A 817 b. Heckmann Building Products Inc.; Rebar Positioner. c. Hohmann & Barnard, Inc., #RB or #RB Twin Rebar Positioner d. Wire-Bond; O-Ring or double O-Ring Rebar Positioner G. Mortar/Grout Screen: Isolates flow of grout in designated areas. 'A" square screen fabricates from high strength non-corrosive polyprolene polymers. 1. Available Products: H&B Inc., MGS -Mortar/Grout Screen. H. Cavity Drainage Material: Free-draining mesh, made from polymer strands that will not degrade within the wall cavity. 1. Provide one of the following configurations: a. Strips, full-depth of cavity with vertical fingers that prevent mesh from being clogged with mortar droppings. 2. Available Products: Mortar Net USA, Ltd., Mortar Net block 138 & 238 I. Termination Bar: Mechanically secures leading edge of flashing to substmte: 1. Available Products: H&B; TI-Termination Bar. J. Mesh Wall Ties: For bonding intersecting masonry walls. ½" square, 16 ga. Hot dip galv. Wire mesh. 1. Available Products: H&B; MWT- Mesh wall tie. 2.11 MASONRY-CELL INSULATION A. Loose-granular Fill Insulation: Perlite complying with ASTM C 549, Type II (surface treated for water repellency and limited moisture absorption) or Type IV (surfacte treated for water repellency and to limit dust generation). Fill cores of all uninsulated CMU in exterior wall. 1. Available Product: a. Concrete Block Insulating Systems; Korfil. 15 Southold Animal Shelter 2/20/2007 b. Shelter Enterprises Inc; Omni Core. B. Insulation for exterior ground faced units (ICMU) shall be expanded polystyrene as per manufacturer's requirements and shall be an integral part of the unit. 2.12 MASONRY CLEANERS A. Proprietary Acidic Cleaner. Manufacturer's standard-strength cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from new masonry without discoloring or damaging masormy surfaces. Use product expressly approved for intended use by cleaner manufacturer and manufacturer of masonry units being cleaned. 1. Available Products: a. ProSoCo, Inc. b. Diedrich Technologies, Inc. c. EaCo CHem, Inc. 2.13 MASONRY SEALERS A. See Division 7 Section 07190 "Water Repellents" for requirements. 2.14 SOURCE QUALTIY CONTROL A. Owner will engage a qualified independent testing agency to perform source quality-control testing indicated below: 1. Payment for these services will be made by Owner. 2. Retesting of materials failing to comply with specified requirements shall be done at Contractor's expense. B. Concrete Masonry Unit Test: For each type of unit furnished, per ASTM C 140 16 Southold Animal Shelter 2/20/2007 SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.1 A. B. C. D. E. F. SUMMARY Labor, materials, transportation, protection, apparatus, tools, equipment, incidentals, and other work necessary to complete cast-in-place concrete indicated on Drawings or specified herein. Structural Cast-In-Place Concrete including footings, building framing members, post-tensioned concrete, retaining walls, floors, and supported slabs. Slabs on grade. Provisions for and embedded items of control, expansion, and contraction joints associated with concrete Work. Concrete finishing, special concrete finishes, concrete curing. Other Work identified with concrete Work and herein specified or called for on Drawings including cooperation with other trades in setting and placing of items required to be incorporated in concrete Work. Concrete pads and curbs for plumbing, mechanical, fire protection, and electricaI equipment. Obtain exact number, size, configuration, and location of concrete pads or curbs for particular trade, and necessary appurtenances, drawings, and templates showing actual requirements, including size, type, and location of anchoring devices from plumbing, mechanical, fire protection, or electrical Subcontractors. 1.2 RELATED SECTIONS: A. Section 03100 - Concrete Forms and Accessories. B. Section 03200 - Concrete Reinforcement. C. Division 15 - Mechanical. D. Division 16 - Electrical. 1.3 REFERENCES A. ACI 301 - Specifications for Structural Concrete for Buildings. B. ACI 302 - Guide for Concrete Floor and Slab Construction. C. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. CAST-IN-PLACE CONCRETE 03300 1 Southold Animal Shelter 2/20/2007 D. ACI 305R - Hot Weather Concrete. E. ACI 306R - Cold Weather Concrete. F. ACI 308-92 - Standard Practice for Curing Concrete. G. ACI 318 Building Code Requirements for Reinforced Concrete. H. ACI 117 Standard Specifications for Tolerances for Concrete Construction and Materials. I. ASTM D994 - Pre-Formed Expansion Joint Filler for Concrete (Bituminous Type). J. ASTM D1751 - Pre-Formed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types). K. ASTM D 1752 - Pre-Formed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction. L. ASTM C31 - Method of Making and Curing Concrete Test Specimens in the Field. M. ASTM C33 - Concrete Aggregates. N. ASTM C39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens. O. ASTM C42 o Method of Obtaining and Testing Drilled Cores and Sawed Beams of Concrete. P. ASTM C94 - Ready-Mixed Concrete. Q. ASTM C136 - Sieve Analysis of Fine and Coarse Aggregate. R. ASTM C143 - Test Method for Slump of Portland Cement Concrete. S. ASTM C150 - Portland Cement. T. ASTM C171-92 - Specification for Sheet Materials for Curing Concrete. U. ASTM C 172 - Method of Sampling Freshly Mixed Concrete. V. ASTM C231 - Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. W. ASTM C260 - Air Entraining Admixtures for Concrete. X. ASTM C309- Specification for Liquid Membrane-Forming Compounds for Curing Concrete. Y. ASTM C330 - Specification for Light Weight Aggregates Portland Cement Concrete. 1.4 QUALITY ASSURANCE A. Conform to ACI 301 and ACI 318. B. Conform to ACI 305R concrete during hot weather. CAST-IN-PLACE CONCRETE 03300 2 Southold Animal Shelter 2/20/2007 Conform to ACI 306R concrete during cold weather. Quality Control: Do not commence placement of concrete until mix designs have been reviewed and approved by Architect, and until copies are at Project site, batch plant, and building inspection department. E. Obtain cement and aggregate from same source for all Work. 1.5 A. DELIVERY, STORAGE, AND HANDLING Hauling Time: Discharge concrete transported in a track mixer, agitator, or other transportation device not later than 1-1/2 hours, or 300 revolutions of the drum, after mixing water has been added, whichever is earliest. Addition of water on-site: Limit addition of water to mix after leaving batch facility to first truck delivery of a given class of concrete per day. Mix thoroughly with a minimum of 30 revolutions of drum at mixing speed. Contact batch facility for adjustment of mix proportions. Addition of water to following loads is strictly prohibited. 1.6 A. SITE CONDITIONS Hot Weather Concrete: 1. Comply with ACI 301 and ACI 305R. 2. Provide retarding type admixture conforming to ASTM C494, Type A or D in compliance with manufacturer's recommendations. 3. Do not exceed maximum concrete temperature of 95 degrees F at time of placement. 4. Place concrete with temperatures above 95 degrees F only if a high range water reducer (super plasticizer) is added to the mix as directed by the Independent Testing Laboratory to maintain the specified slump during placement. Cold Weather Concrete: 1. Comply with ACI 301 and ACI 306R. 2. Protect concrete Work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 3. When ambient temperature at Project site is below 40 degrees F, or is expected to fall to that temperature within ensuing 24 hour period, heat water and/or aggregate prior to adding to mix so that temperature of concrete will be between 55 and 85 degrees F at time of placement. 4. Maintain temperature of deposited concrete between 50 and 70 degrees F for minimum of 7 days after placing. 5. Do not place concrete on frozen ground. Do not use combustion heaters during first 48 hours without precautions to prevent exposure of concrete and workers to exhaust gases containing carbon dioxide and/or carbon monoxide. Admixtures intended to accelerate hardening of concrete or produce higher than normal strength at early periods will not be permitted, unless approved in writing by Architect. Calcium chloride is specifically prohibited. CAST-IN-PLACE CONCRETE 03300 3 Southold Animal Shelter 2/20/2007 PART 2 - PRODUCTS 2.1 A. CONCRETE MATERIALS Cement: Comply with ASTM C150, Type I - Normal, unless noted otherwise, with low alkali. Do not change brand of cement during progress of Work except as approved in writing by Architect. Fly Ash: ASTM C618, Class C or F, subject to approval of Architect. Coarse Aggregates: Clean, hard, fine-grained, sound crashed rock or washed gravel, free of substances that may be deleterious to concrete. Maximum size as indicated for class of concrete 1. Regular weight concrete ASTM C33 2. Lightweight Aggregate: ASTM C 330 Fine Aggregate: ASTM C33, washed, natural sand having strong, hard, durable particles, and containing not more than 2 pement by weight of deleterious matter such as clay, lumps, mica, shale, or schist. Lightweight Aggregate: ASTM C 330. Integral Color: 1. Coloring admixtures for concrete shall conform to ASTM C 979. 2. Use the following pigments to achieve the colors desired: a. White: white Portland cement and white sand. b. Black: iron oxide. c. Brown: brown oxide of iron. d. Buff: yellow oxide of iron. e. Green: chromium oxide. f. Blue: cobalt oxide. g. Pink: red oxide of iron. h. Rose: red oxide of iron. i. Cream: yellow oxide of iron 3. Pigment manufacturers shall present a formula for achieving each color required for the design. a. Contractor shall send samples of actual cement and sand to the pigment company for their use in developing these formulas. b. Architect will provide color samples for matching. c. Site samples shall be developed by the Contractor from these formulas. 4. Pigments shall be obtained from: a. L M Scofield Co., 1-800-800-9900 b. Harcross Pigments., 1-800-323-7796 c. Specialty Concrete Products, 1-800-533-4702 Water: Clean, potable, and free of deleterious amounts of acid, alkali, salt, and organic materials, or materials that are detrimental to concrete. Admixtures: Certified by manufacturer to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material and to be compatible with other admixtures and cementitious materials. Do not use admixtures containing calcium chloride. CAST-IN-PLACE CONCRETE 03300 4 Southold Animal Shelter 2/20/2007 Air-Entraining Admixture: ASTM C 260. Water-Reducing and Retarding Admixture: ASTM C494, Type D. 2.2 A. ACCESSORIES Reinforced Vapor Retarder: ASTM D2103; minimum 10 mils thick, fungi-resistant, string reinforcement laminated between layers of polyethylene film, tear resistant, type recommended for below grade application, and joints sealed with adhesive backed polyethylene tape. Non-Shrink Grout: Premixed, self-leveling, compound consisting of non~staining natural aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 4,000 PSI in 3 days and 7,000 PSI in 28 days. 1. The Euclid Chemical Company: NS GROUT or approved substitute. Bonding Agent: ASTM C1059, Type II, non-redispersible, acrylic emulsion or styrene butadiene. Interior Curing Compound: 1. ASTM C-309, Type 1, Class B; high solids, non-yellowing, VOC compliant, water based liquid membrane forming curing and sealing compound. 2. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap- polyethylene sheet. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. Safety Stair Nosing: Provide nosing for every tread, recess for tile, nosing shall be 3-1/2 inch wide, 1/4 inch thick, 1/4 inch nose underside. 1. WOOSTER Products, Inc.: Type 241BF or approved substitute. G. Waterstops: Specified in Section 03100 - Concrete Forms and Accessories. 2.3 A. FILLER MATERIALS Joint Filler: A STM D1751; Asphalt saturated cellulosic fiber expansion joint filler, 1/2 inch thick, waterproof, flexible, permanent, and self-sealing. 1. W.R. Meadows: Sealtight or approved substitute. B. Joint sealant and Primer: Contractor to submit to Architect for approval. 2.4 A. CONCRETE MIX Concrete Schedule Type: footing 2 2. 3. 4. 5. 6. Condition: Concrete Foundation Item: Strip Footing Size: 18 x 30 Footing Concrete Type: Type I Concrete Strength: 4000 PSI Form Material: Framing lumber CAST-iN-PLACE CONCRETE 03300 5 Southold Animal Shelter 2/20/2007 7. Reinforcing at Pads and Retaining wall Footing: None B. Concrete Schedule Type: footing 1 1. Condition: Strip Footings at masonry foundation 2. Item: Strip Footing at masonry 3. Location on Project: perimeter and loadbearing 4. Size, Width: 12 5. Size, Depth: 30 6. Concrete Type: Type I 7. Concrete Strength: 4000 PSI 8. Foma Material: Earth forms 9. Reinforcing at Pads and Retaining wall Footing: None Refer to Plans for compressive strength requirements. Proportion normal weight concrete per ACI 211.1 recommendations. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C94, and furnish batch ticket information. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C94 and ASTM C1116, and furnish batch ticket information. 1. When air temperature is between 85 and 90 degrees F reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 degrees F, reduce mixing and delivery time to 60 minutes. Provide concrete meeting ACI 301, and criteria listed in Concrete Schedule or Concrete Type. Use accelerating admixtures in cold weather only, when approved in writing by Structural Engineer. Use of admixtures will not relax cold weather placing requirements. Use set-retarding admixtures during hot weather only, when approved in writing by Structural Engineer. 2.5 PIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: A. Color hardeners shall be manufactured by: 1. L M Scofield Co. a. Lithochrome 2.6 A. SLIP-RESISTANT AGGREGATE F1NISH General: Factory-graded, packaged, rustproof, nonglazing, abrasive aggregate of fused aluminum- oxide granules or crushed emery with emery aggregate containing not less than 50 percent aluminum oxide and not less than 25 percent ferric oxide; unaffected by freezing, moisture, and cleaning materials. CAST-IN-PLACE CONCRETE 03300 6 Southold Animal Shelter 2/20/2007 PART 3 - EXECUTION 3.1 A. EXAMINATION Examine areas and conditions under which Work of this Section will be performed. Correct conditions detrimental to timely and proper completion of Work. Do not proceed until unsatisfactory conditions are corrected. Verify minimum concrete cover over reinforcement. Verify that anchors, seats, plates, reinforcement, and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. Verify that formwork members and structures are of size, shape, alignment, elevation, and position indicated, prior to proceeding with Work of this Section. 3.2 PREPARATION A. Verify that forms are clean and free of rust before applying release agent. B. Repair vapor retarder damaged during placement of concrete reinforcing. Repair with vapor retarder material; lap over damaged areas a minimum 6 inches and seal watertight. C. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in compliance with manufacturer's instructions. D. In locations where new concrete is doweled to existing concrete, drill holes in existing concrete, insert steel dowels, and pack solid with non-shrink grout or epoxy. E. Steel trowel slabs to receive sheet flooring to a true level and finish smooth and straight to a tolerance of 1/8 inch in any 10 feet radius. Grind high spots level, and fill in low spots with approved leveling compounds to the full approval of the wood and synthetic flooring installers. 3.3 PLACING CONCRETE A. Place concrete per ACI 304R and ACI 301, and 302.1R for floor slabs. B. Notify Architect and independent inspection agency minimum 48 hours prior to commencement of operations. C. Ensure reinforcement, inserts, embedded parts, formed joint fillers, and joint devices are not disturbed during concrete placement. D. Place concrete continuously between predetermined expansion, control, and construction joints. E. Do not interrupt successive placement; do not permit cold joints to occur. F. Place floor slabs in pattern indicated. 1. Provide thickened concrete slabs below masonry partitions where indicated on Drawings. CAST-IN-PLACE CONCRETE 03300 7 Southold Animal Shelter 2/20/2007 Vibrate formed concrete. Maintain a minimum of 2 functioning concrete vibrators on-site during concreting operations. Joints: 1. Install joint fillers, primer, and joint sealers per manufacturer's instructions. 2. Separate slabs on grade from vertical surfaces with joint filler. 3. Install construction joint device in coordination with floor slab pattern placement sequence. Set top to required elevations. Secure to resist movement by wet concrete. 4. Where saw cut joints are indicated, saw cut joints within 24 hours after placing. Using 3/16 inch thick blade, cut into 1/4 depth of slab thickness. Cut in pattern approved by Architect. 5. Extend joint filler from bottom of slab to within 1/4 inch of finished slab surface. Conform to generally accepted practice for finish joint sealer requirements. Install joint device anchors. Maintain correct position to allow joint cover flush with floor and wall f'mish. 1. Install joint covers in 1 piece length, when adjacent construction activity is complete. Apply sealant in joint devices per generally accepted practices. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken. 3.4 A. INSERTS, ANCHORS, AND EMBEDDED ITEMS Reglets and Rebates: 1. Form reglets and rebates as required to receive frames, flashing, and other equipment. 2. Verify dimensions and positions of required reglets and rebates with trades who's Work is related to or contingent upon such dimensions and positions. 3. Where concrete slabs on earth join a wall or other perpendicular concrete surface, form a reglet in the wall to receive and carry the horizontal concrete Work. Embedded Piping and Rough Hardware: 1. Coordinate the various trades who are required to fasten Work to the structure, including sleeves, boxes, bolts, anchors, inserts, or other rough hardware. 2. Conduit and Sleeves: a. Locate so as to not reduce strength of construction. Do not place pipes, except conduits, in a slab of less than 3-1/2 inch thickness. b. In supported concrete slabs, do not bury conduit having an outside diameter greater than 33 percent of thickness of slab. Increase slab thickness locally to meet this requirement. c. Do not place conduit between bottom of reinforcing steel and the bottom of supported slab. d. In placing conduits at slabs on earth, place below reinforcement, and encase in concrete by increasing thickness of slab locally to at least 3 inches of concrete around conduit on all sides. Where openings in floors and walls are required by various trades, but are not detailed on Drawings, obtain written approval for, and reinforce, as directed by Architect. CAST-IN-PLACE CONCRETE 03300 Southold Animal Shelter 2/20/2007 3.5 A. B. PATCHING TIE HOLES Patch tie holes per AC1301 - Article 9.3. Exposed Tie Holes: Solidly fill tie holes left by withdrawal of rods or holes left by removal of ends of ties with mortar after first being thoroughly wetted. Fill holes with a small tool that will permit packing the hole with mortar. Finish formed holes by leaving 1 inch deep exposed recess after patching. 3.6 A. B. F. G. H. I. CONCRETE FINISHING Rough-Formed Finish: As-cast concrete texture. Remove fins and other projections. Smooth-Formed Finish: As-cast finish. Repair and patch tie holes and defective areas. Remove fins and other projections exceeding I/8 inch in height. Rubbed Finish: Apply the following to smooth-formed finished concrete as scheduled: 1. Smooth-Rubbed Finish: Not later than one day after form removal, moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout. 2. Grout-Cleaned Finish: Wet concrete surfaces and apply grout to coat surfaces and fill small holes. Add white Portland cement to grout in amounts determined by U'ial patches so color of thy grout will match adjacent surfaces. Scrub grout into voids and remove excess grout. When grout whitens, rub surface with clean burlap and keep surface damp by fog spray for at least 36 hours. 3. Cork-Floated Finish: Wet concrete surfaces and apply a stiff grout. Add white Portland cement in amounts determined by trial patches so color of dry grout will match adjacent surfaces. Compress grout into voids by grinding surface. In a swirling motion, finish surface with a cork float. Keep surface damp for 36 hours. Unformed Surfaces: Strike offsmooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. Do not use earth cast concrete for surfaces to be left exposed finish. Comply with recommendations in ACI 302.1R for screeding, restraightening, and £mishing operations for concrete surfaces. Do not wet concrete surfaces. Wood float floors which will receive ceramic tile or terrazzo with full bed setting system. In areas with fioor drains, maintain fioor elevation at walls; pitch surfaces uniformly to drains as indicated on Drawings. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as shown on Drawings. Set anchor bolts for machines and equipment at correct elevations, complying with diagrams or templates of manufacturer fumishing machines and equipment. CAST-IN-PLACE CONCRETE 03300 9 Southotd Animal Shelter 2/20/2007 3.7 A. B. C. CUR1NG AND PROTECTION Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. Cure concrete floor surfaces with specified curing compound applied per manufacturer's written instructions. 3.8 A. FIELD QUALITY CONTROL Observe protection and curing methods for concrete; excluding slabs on grade, strip footing without transverse reinforcement, and topping slabs. 1. Verify that specified curing procedures are followed. 2. Verify that specified hot and cold weather procedures are followed. Inspect bolts installed in concrete. 1. Verify specified size, type, spacing, configuration, embedment, and quality. 2. Verify proper concrete placement and consolidation around all bolts. If any test indicates Work does not meet specified requirements, remove Work, replace, and retest at no additional cost to Owner. 3.9 PATCHiNG A. Allow Architect to inspect concrete surfaces immediately upon removal of forms. B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Architect upon discovery. C. Patch imperfections as directed per ACI 301. 3.10 A. B. DEFECTIVE CONCRETE Repair defective concrete per ACI 301 - Article 9.2. Defective Concrete is defined here as: 1. Concrete not conforming to required lines, details, dimensions, tolerances, or specified requirements. 2. Concrete that has voids or honeycombs that have been cut, resurfaced, or filled. 3. Concrete that has sawdust, shavings, wood, or embedded debris, or does not conform fully to provisions of the Contract Documents. Repair and Replacement: 1. Defective concrete may be cut out and repaired with gunite, or other approved methods, when and as directed by Architect. CAST-IN-PLACE CONCRETE 03300 10 Southold Animal Shelter 2/20/2007 2. Where defective concrete is found after removal of forms, cut out the defective concrete, if necessary, and make the surfaces match adjacent surfaces. 3. Work uneven surfaces and angles of concrete to a surface matching adjacent concrete surfaces. D. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express written direction of Architect for each individual area. CAST-IN-PLACE CONCRETE 03300 I1 Southold Animal Shelter 1/31/07 SECTION 04270 GLASS UNIT MASONRY PART 1 GENERAL 1.1 SECTION INCLUDES A. Interior Glass block set in mortar B. Accessories and anchors. 1.2 1.3 1.4 RELATED SECTIONS A. Section - Concrete Masonry Units B. Section 07900 - Joint Sealers. REFERENCES A. ASTM C 144 - Standard Specification for Aggregate for Masonry Mortar; 1999. B. ASTM C 150 - Standard Specification for Portland Cement; 2002. C. ASTM C 207 - Standard Specification for Hydrated Lime for Masonry Purposes; 1991 (Re- approved 1997). D. ASTM C 270 - Standard Specification for Mortar for Unit Masonry; 2001a. E. ASTM D 1187 - Standard Specification for Asphalt-Base Emulsions for Use as Protective Coatings for Metal; 1997 (Re-approved 2002). SUBMiTTALS A. Submit under provisions of Section 0 1300. B. Product Data: Submit manufacturer's literature, installation and preparation instructions and recommendations, and storage and handling requirements and recommendations. C. Verification Samples: 1. Two glass block units of each type specified, showing size, design, color and pattern of faces. 2. Representative samples of panel reinforcing, panel anchors, expansion strips, and sealant, as required for project. 04270 GLASS BLOCK 1 of 4 Southold Animal Shelter 1/31/07 1.5 DELIVERY, STORAGE, AND HANDLING Store products in manufacturer's unopened packaging in clean, cool, dry area until ready for installation. Protect opened cartons of glass block against windblown rain or water nm-off with tarpaulins or plastic covering. 1.6 PROJECT CONDITIONS Do not install glass block units when temperature is 40 degrees Fahrenheit (4 degrees Celsius) and falling. 1.7 WARRANTY A. Glass Block Units: 5 year warranty PART 2 PRODUCTS 2.1 MANUFACTURERS A. Manufacturer for interior block: Solaris from North American Glass, color: light green, color to be verified after samples of all finishes are submitted. Requests for substitutions will be considered in accordance with provisions of Section 01600. A. Warrant that substitutions will provide performance equivalent to materials specified herein by providing supporting technical data, samples and published specifications. GLASS BLOCKS A. Interior Glass Blocks: Solaris GB, colored light green Series block; hollow; 3-1/8 inches (79 mm) thick. 1. General: Applies to all Series unless otherwise indicated. a. Face Size: Actual face size is 1/4 inch (6 mm) less than nominal. b. Weight Installed With Mortar: 16 lb/sq ft (78 kg/sq m). 2. Pattern: Clearview, model 883 color light green a. Face Size: 8 inches (203 mm) by 8 inches (203 mm), nominal. ACCESSORIES A. Panel Reinforcing: For exterior, follow test report. Also see details on drawings. B. Expansion Strips: Polyethylene foam with thickness of 3/8 inch (10 mm). C. Asphalt Emulsion: Water-based; complying with ASTM D 1187 or D 1227 as applicable to substrate. D. Sealant (caulk): Non-staining; waterproof mastic; silicone type; clear 2.2 2.3 04270 GLASS BLOCK 2 of 4 Southold Animal Shelter 1/31/07 Mortar: Type S, in accordance with ASTM C 270; 1 part Portland Cement, 1/2 part lime, and sand to equal 2-1/4 to 3 times the mount of cementitious material, all measures by volume; antifreeze compound or accelerators are unacceptable. 1. Portland Cement: Type 1, in accordance with ASTM C 150; omit integral type waterproofer if waterproof Portland Cement is used. a. Color: As selected by architect from the manufacturer's full line of colors. 2. Lime: Type S, in accordance with ASTM C 207; use pressure hydrated dolomitic lime, providing that not less than 92 percent of active ingredients are completely hydrated. 3. Sand: Clean, white quartzite essentially free of iron compounds, in accordance with ASTM C 144; not less than 100 percent passing a No. 8 sieve. 4. Integral Type Water-Repellant: Stearate; as recommended by block manufacturer. PART 3 EXECUTION 3.1 EXAMiNATION A. Do not begin installation until substrates have been properly prepared. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. Verify that structural members supporting glass blocks are designed for maximum deflection of L/600 under installed load. D. Verify that panel anchors or channels for support at head and jambs are properly installed. 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 INSTALLATION Install in accordance with manufacturer's instructions or test parameters with glass blocks set in full mortar bed with joint reinforcing at 16 inches (406 mm) on center and in joints immediately above and below openings or as required for approved PVC silicone system. Paint sills of all panels using mortar with heavy coat of asphalt emulsion and dry for minimum two hours before first mortar bed is placed. Make provision for expansion and movement at jambs and heads of all panels; do not allow structural loads to bear on glass blocks. 04270 GLASS BLOCK 3 of 4 Southold Animal Shelter 1/31/07 3.4 3.5 D. Mix mortar or provide approved silicone and apply in accordance with manufacturer's recommendations. CLEANING A. Remove excess sealer from glass surfaces immediately following application. B. Remove excess mortar from faces of glass block at time joints are struck or tooled. PROTECTION A. Protect installed products until completion of project. B. Maintain temperature of glass unit masonry above 40 degrees Fahrenheit (4 degrees Celsius) for first 48 hours after construction. C. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION 04270 GLASS BLOCK 4 of 4 SECTION 05120 STRUCTURAL STEEL PART 1 - GENERAL 1.01 SECTION INCLUDES: A. Requirements for structural steel beams, columns, tubes, plates and connections as indicated in drawings. 1.02 REFERENCED SECTIONS: A. NA. 1.03 CITED STANDARDS: A. American Institute for Steel Construction (AISC): Manual of Steel Construction, Allowable Stress Design B. American Society for Testing and Materials (ASTM): A36 Structural Steel E94 Guide for Radiographic Testing E142Controlling Quality of Radiographic Testing E164 Ultrasonic Contact Examination of Weldments C. American Welding Society (AWS): D 1.1 Structural Welding Code - Steel D. Steel Structures Painting Council (SSPC): SP-1 Solvent Cleaning SP-6 Commercial Blast Cleaning PS 7.00 Paint Systems Guide No. 7.00 1.04 NOTED RESTRICTIONS: A. No field welding will be permitted, except where indicated in drawings. B. No field cutting or burning of openings in structural members will be permitted. C. Welding across tension flange of the member shall not be permitted. 1.05 QUALITY CONTROL: A. Steel fabricator shall be AISC - certified. B. Inspect existing conditions and take all necessary measurements to field verify the dimensions and field conditions prior to submission of Shop Drawings. C. Retain an independent testing laboratory to perform all testing and inspecting of shop- Southhold Animal Shelter 05120 - 1 STRUCTURAL STEEL welded connections with corresponding reports. D. All welding shall be currently certified by AWS. E. All welding shall conform to AWS D1.1, Section 5. F. All reaming shall be performed in accordance with the latest AISC Standards. 1.06 SUBMITTALS: A. Structural Steel Erection Plans and detailed Shop Drawings showing all members marked by number, quantities and weight, together with all structural welds. B. Completed Form E-1 for welding procedures from AWS D1.1, Appendix E. Form shall be submitted prior to submission of shop details. C. Completed Form E-4 for welder qualifications from AWS D1.1, Appendix E. D. Haunch and Camber calculations showing that steel beams are straight after imposition of full dead load and live load. 1.07 DELIVERABLES: A. Steel fabricator AISC certification. B. Material testing of stock steel. C. Completed Form E-7 for radiographic examination of welds from AWS D1.1, Appendix E for shop weld test results. PART 2 - PRODUCTS 2.01 STRUCTURAL STEEL: A. Structural Steel shall conform to ASTM A 36. B. Structural steel tube sections shall conform to ASTM A 500. C. Electrodes (AWS Designations) · For shop welding: Type E70XX · For field welding: Type E70-18, Iow hydrogen D. Primer Paint: Rust-inhibiting, compatible with selected shop-applied paint. E. Shop Painting: Single coat system, conforming to SSPC PS 7.00 2.02 FABRICATION: A. Structural steel shall be fabricated in accordance with the requirements of the AISC Manual of Steel Construction - Allowable Stress Design. 1. Surfaces of members exposed in final structure shall be free of markings, burrs, and other defects. B. Welded joints and weldments shall be in accordance with AWS D1.1 Southhold Animal Shelter 05120 - 2 STRUCTURAL STEEL 1. Welded joints with AWS "Pre-Qualified" designations shall be utilized. 2. Fillet welds: Minimum 3/16", continuous, unless otherwise indicated. 3. Butt welds and groove welds: Full penetration type. C. Assembly: 1. Structural assemblies shall be fabricated in the shop or field. D. Holes for Fasteners: Maximum 1/8" larger than nominal diameter of fastener. E. Avoid coping where possible. Where coping is necessary, the cut shall be filleted. F. Vertical members shall be plumb. G. Abutting surfaces shall be accurately milled or faced for even bearing. H. All portions of the work exposed to view shall be sheared and clipped, neatly and accurately. I. Carefully load, unload and protect all parts from damage during transportation and storage, placing materials on skids at least 12 inches above the ground. 2.03 PAINTING: Structural steel components, including tubing shall be painted as follows: A. Surface preparation and cleaning: In accordance with SSPC SP-6. B. Structural steel shall be painted with rust-inhibiting paint. 1. Paint spec to be submitted to architect for approval. 2. Primer and shop paint specified in "2.01" of this Section shall be applied as follows: a. Exposed surfaces: Primer coat and 1 coat of shop paint. b. Concealed surfaces: Primer coat and 2 coats of shop paint. Color of second coat shall be distinguishable from the first. c. Embedded surfaces: Primer coat and shop coat on exposed portions, and initial 2" of embedded areas only. 2.04 HOLES FOR FASTENERS: A. If the thickness of the material is not greater than the nominal diameter of the fastener plus 1/8", holes shall be punched, full size. 1. Full-size punched holes shall be 1/8" larger than the nominal diameter of the fastener. The diameter of the die shall be as small as required to punch a clear hole, but not exceed the diameter of the punch by more than 3/32:. If any holes must be enlarged to admit fasteners, holes shall be reamed. B. If the thickness of the materials is greater than the nominal diameter of the fastener plus 1/8", the holes shall be either drilled from the solid, or sub-punched and reamed. 1. Drilled holes shall be 1/8" larger than the nominal size of the fastener. Remove burrs on the outside surfaces. Connecting parts shall be assembled and held securely while being drilled. 2. Where sub-punched and reamed work is required, holes shall be punched 3/16" Southhold Animal Shelter 05120 - 3 STRUCTURAL STEEL smaller than the nominal diameter of the fastener. After assembly, holes shall be reamed not more than 1/16" large than the nominal diameter of the fastener. Outside burrs shall be removed with a tool making a 1/16" fillet. Reamed holes shall be cylindrical, perpendicular to member, and not more than 3/32" larger than the nominal diameter of the fastener. Reamers shall not be directed by hand. Connecting parts assembled in the shop shall be match-marked for reaming or drilling holes in the field connections. 1. Existing bold holes shall be field-verified where they are used for new connections. 2.06 SHOP WELDING AND INSPECTION: A. All welding shall be performed in the shop, unless otherwise shown on Contract drawings. B. All welding shall be electric arc welding using a metallic electrode. C. All welding shall be performed in accordance with AWS D1.1. D. Welding across the tension flange of a member shall not be permitted. E. A 100% visual inspection on welds shall be performed to ensure that their sizes, lengths and locations conform to Contract Drawings. Inspection of the shop weld shall also include a 25% ultrasonic inspection of 10 % of all pieces, and of all column connections. All inspection shall be performed in the presence of the independent testing laboratory inspector retained by the Fabricator. F. All non-destructive testing procedures and personnel qualifications shall be in accordance with AWS D1.1, Section 6.7. PART3-EXECUTION 3.0t PREPARATION: A. Transmit submittals and deliverables required by this Section. B. Furnish products as indicated. C. Ensure substrates are in suitable condition to receive the work of this Section. END OF SECTION Southhold Animal Shelter 05120 - 4 STRUCTURAL STEEL SECTION 06060 DIMENSIONAL LUMBER PART 1 1.1 1.2 GENERAL SECTION INCLUDES A. Dimensional Lumber. RELATED SECTIONS A. Section 06100 - Rough Carpentry: Lumber Used in General Carpentry. B. Section 06110 - Wood Framing: Lumber Used in Structure Framing. C. Section 06170 - Prefabricated Structural Wood: Lumber Used in Manufacturing of Engineered Lumber Materials. 1.3 REFERENCES A. ASTM D 4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood and Wood-Base Materials. B. WCLIB - West Coast Lumber Inspection Bureau. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. C. Shop Drawings: Coordinate products listed in this section with Contract Drawings. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: All products listed in this section will be provided by a single manufacturer with at least ten (10) years experience in the preparation of dimensional lumber. B. Material Quality: All materials listed in this section will fall within the tolerances and characteristics described. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Store and dispose of solvent-based materials, and materials used with solvent- 06060-1 based materials, in accordance with requirements of local authorities having jurisdiction. 1.7 PROJECT CONDITIONS Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. PART 2 PRODUCTS 2.1 MANUFACTURERS Acceptable Manufacturer: Forest Grove Lumber Company, which is located at: 2700 Orchard Ave. ; McMinnville, OR 97128; Toll Free Tel: 800-647-9663; Tel: 503-472- 3195; Fax: 503-434-5805; Email: info~fqlco.com; Web: www.f,qlco.com Requests for substitutions will be considered in accordance with provisions of Section 01600. 2.2 TRU-DRY KILN DRIED DOUGLAS FIR - SELECT STRUCTURAL A. Visual Characteristics: 1. Stained Sapwood: Allowed. 2. Firm Head Stain: 10 percent of width equivalent. 3. Seasoning Checks on Wide Faces: Limited; typically to one face. 4. Seasoning Checks at Ends: Single or opposite each other, are limited to A sum total of 1/4 the thickness. 5. Splits: Approximately 1/2 the width or equivalent of end checks. 6. Pin Holes: Max 1/16 (1.6mm) Diameter, Limited. 7. Pitch Streaks: Allowed. 8. Pitch Pockets: Medium. a. 1/16 inch (1.6mm) In Width and 12 inches (305mm) In Length. b. 1/8 inch (3mm) In Width and 8 inches (203mm) In Length. c. 3/8 inch (9.5mm) In Width and 4 inches (152mm) In Length. 9. Wane: Not Allowed. B. Structural Characteristics: 1. Shake On The Faces: Light, 1/32 inch (0.8mm) width. 2. Shake, Through the Ends: 1/6 the thickness at end. 3. Grain: Medium - 4 or more annual rings per inch at either end of the piece. 4. Slope Of Grain - Middle Third: Not to exceed 1 in 15 slope. 5. Slope Of Grain - Outside Thirds: Not to exceed 1 in 12 slope. 6. Crook: Minimized. 7. Twist: Minimized. 8. Cup: Minimized. 9. Bow: Minimized. 10. Free of Heart Center. 11. Knots: Sound, tight and well spaced. Manufacturing Characteristics: 1. Moisture Content: Average 19 pement or less, to the core of each piece. Dried in amplifier based Radio Frequency Vacuum Kilns. 2. Skips: Occasional, Less than 10 percent of the pieces, 1/8 inch (3mm) x 24 inches (610mm) or equivalent. 3. Surfaced Thickness Tolerance: +/- 1/16 inch (1.6mm). 4. Surfaced Tolerance: +/- 1/16 inch (1.6mm). 06060-2 5. Length Tolerance: At Least. 6. Torn Grain: Heavy, Not to exceed 1/8 inch (3mm) deep Surfacing: 1. Mill Rough: Rough, un-sanded surface direct from the mill. 2.3 TRU-DRY KILN DRIED DOUGLAS FIR - NO. 1 STRUCTURAL AND BETTER Visual Characteristics: 2. 3. 4. 6. 7. 8. 9. Stained Sapwood: Allowed. Firm Head Stain: Allowed. Seasoning Checks on Wide Faces: Limited; typically to one face. Seasoning Checks at Ends: Single or opposite each other, are limited to A sum total of 1/4 the thickness. Splits: Approximately equal to the width or equivalent of end checks. Pin Holes: Max 1/16 (1.6mm) Diameter, Limited. Pitch Streaks: Allowed. Pitch Pockets: Allowed Wane: Not Allowed Structural Characteristics: 1. Shake On The Faces: Light, 1/32 inch (0.8mm) width. 2. Shake, Through the Ends: 1/6 the thickness at end. 3. Grain: Medium - 4 or more annual rings per inch at either end of the piece. 4. Slope Of Grain - Middle Third: Not to exceed 1 in 15 slope. 5. Slope Of Grain - Outside Thirds: Not to exceed 1 in 12 slope. 6. Crook: Minimized. 7. Twist: Minimized. 8. Cup: Minimized. 9. Bow: Minimized. 10. Free of Head Center. 11. Knots: Sound, tight and well spaced. Manufacturing Characteristics: 1. Moisture Content: Average 19 percent or less, evenly to the core of each piece. Dried in amplifier based Radio Frequency Vacuum Kilns. 2. Skips: Occasional, Less than 10 percent of the pieces, 1/8 inch (3mm) x 24 inches (610mm) or equivalent. Surfaced Thickness Tolerance: +/- 1/16 inch (1.6mm). Surfaced Tolerance: +/- 1/16 inch (1.6mm). Length Tolerance: At Least. Torn Grain: Heavy, Not to exceed 1/8 inch (3mm) deep 4. 5. 6. Surfacing: 1. Mill Rough: Rough, un-sanded surface direct from the mill. E. Sizing: As listed in the Lumber Schedules within the Contract Documents. PART 3 EXECUTION 3.1 EXAMINATION A. Do not begin installation until substrates have been properly prepared. B. If substrate preparation is the responsibility of another installer, notify Architect of 06060-3 unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 INSTALLATION A. Coordinate installation with all Contract Documents. 3.4 PROTECTION A, Protect installed products until completion of project. B. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION 06060-4 Southold Animal Shelter 12/8/2007 SECTION 06400 ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.1 SUMMARY A. Supply and installation of shop-built and site built architectural casework. See drawings for details. 2. 3. 4. 5. 6. Laminate countertops Substrate and supports for stainless steel countertops (option) Shelves for pallet and prep shelves Framing, if needed, at openings Cat boxes (option) Pergola (option) B. Amhitecmral woodwork with plastic laminate finish. C. Plastic laminate and wood counter tops. D. Cabinet hardware. 1.2 RELATED SECTIONS: A. Section 12330 - Manufactured Casework B. Division 15000 - Mechanical. C. Division 16000 - Electrical. 1.3 REFERENCES A. ANSI/BHMA A156.9 - Cabinet Hardware. B. AWI (Architectural Woodwork Institute) - Quality Standards. C. FS MM-L-736 - Lumber, Hardwood. 06400 ARCHITECTURAL WOODWORK Southold Animal Shelter 12/8/2007 D. FS MMM-A-130 - Adhesive, Contact. E. National Electric Manufacturers Association (NEMA) LD3 - High Pressure Decorative Laminates. F. PS 1 - Construction and Industrial Plywood. G. PS 20 - American Softwood Lumber Standard. 1.4 A. SUBMITTALS Shop Drawings: Indicate component elevations, dimensions, and location of each assembly; thickness, materials, and core materials, component profiles and edge treatment, assembly methods, joint details, fastening methods, accessory listings, hardware location, and schedule of finishes. Product Data: Provide manufacturer's data on material description and installation instructions for each type of product, fire retardant treatment materials, and finish instructions. Certificates: Provide product certificates by woodwork provider certifying that products comply with specified requirements. Samples: Submit Samples illustrating the following: 1. Cabinet finish and sheen. 2. Counter top finish and texture. 3. Pulls, hinges, drawer supports, and locks illustrating hardware finish. 1.5 A. D. E. F. QUALITY ASSURANCE Perform architectural woodwork per AWl Quality Standards as noted in the Woodwork Schedule. Fabricator: Firm experienced in successfully producing architectural woodwork similar to that indicated on Drawing, with minimum 10 years documented experience, and with sufficient production capability to produce required units without delay in Work. Installer: Firm with demonstrated successful experience in installing architectural woodwork items similar in type and quality to those required of this Project. Single Source Responsibility: Arrange for production by a single fm'n for Architectural Woodwork. Mock ups: Provide mockups as directed by the Architect. Pre-Installation Coordination: 1. Before wall construction, verify any special needs for reinforcing or connections. 2. Convene 1 week prior to commencing Work of this Section. 3. Coordinate parties that have Work affecting this Section. 06400 ARCHITECTURAL WOODWORK 2of8 Southold Animal Shelter 12/8/2007 1.6 A. B. C. DELIVERY, STORAGE, AND HANDLING Protect woodwork during transit, delivery, storage, and handling to prevent damage, soilage, and deterioration. Do not deliver woodwork until painting, wet Work, grinding, and similar operations that could damage, soil, or deteriorate woodwork have been completed in installation areas. If woodwork must be stored in other than installation areas, store only in areas whose environmental conditions meet requirements specified in Project Conditions Article. 1.7 A. PROJECT CONDITIONS Environmental Requirements: 1. Obtain and comply with Woodwork Manufacturer's and Installer's coordinated instructions for optimum temperature and humidity conditions during storage and installation. 2. Do not install woodwork until conditions have been stabilized within plus or minus 1.0 percent of optimum moisture content from date of installation through remainder of construction period. 1.8 COORDINATION A. Coordinate Work with plumbing and electrical rough-in, adjacent and related trades. PART2-PRODUCTS 2.1 A. FABRICATORS Subject to compliance with requirements, provide products from the following fabricators: 1. Local millwork shop unless otherwise specified. 2. Substitutions: Comply with Section 01630. 2.2 A. WOOD MATERIALS Provide materials that comply with requirements of AWI Woodworking Standard for each type of woodwork and quality grade indicated: 1. Hardboard: AHA A135.4 2. Medium Density Fiberboard: ANSI A208.2 3. Softwood Plywood: PS-1 Formaldehyde Emission Levels: Comply with formaldehyde emission requirements of each voluntary standard referenced below (urea-formaldehyde free): 1. Medium Density Fiberboard: NPA-9 2. Hardwood Plywood: HPMA-FE C. See Architectural Woodwork Schedule for species required. 06400 ARCHITECTURAL WOODWORK 3 of 8 Southold Animal Shelter 12/8/2007 Softwood Lumber: PS 20; graded per AW1 Premium quality standards; moisture content of 6 to 8 percent. Hardwood Lumber: Graded per AWl Quality standards; moisture content of 6 to 8 percent. Hardwood Plywood and Face Veneers: HPVA HP-1. 2.3 SHEET MATERIALS A. Hardboard: Pressed wood fiber with resin binder, tempered grade B. Hardwood Plywood: PS 1; graded per AWl Premium quality standards, core materials of lumber, type of glue recommended for application. C. Interior Grade, Medium Density Fiberboard: ANSI A208.2 Product Class MD: 1. Acceptable Product: Medite Corporation; "MEDITE II". 2.4 A: HIGH PRESSURE LAMINATES Approved Manufacturers: 1. Forbo Arborite 2. Formica Corporation 3. Laminart 4. Nevamar Decorative Surfaces 5. Pionoite Decorative Laminates 6. WilsonArt International High Pressure Decorative Laminate: NEMA LD-3. 1. Thickness: As specified in Architectural Woodwork Schedule. 2. Color: Pattern and gloss as selected by Architect from manufacturer's full color range. Laminate Backing Sheet: NEMA LD-3, BK20 un£mished backing sheet 1. Thickness: 0.020 inch. 2.5 ACCESSORIES A. Adhesive: Type recommended by laminate manufacturer to suit application. B. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application. C. Screws: Select material, type, size, and finish required for each use. t. For metal framing supports, provide screws as recommended by metal framing manufacturer. D. Nails: Select material, type, size, and finish required for each use. E. Anchors: Select material, type, size, and finish required by each substrate for secure anchorage. l. Provide non-ferrous metal or hot-dip galvanized anchors and inserts on inside face of exterior walls and elsewhere as required for corrosion resistance. 06400 ARCHITECTURAL WOODWORK 4of8 Southold Animal Shelter 12/8/2007 2. Provide toothed steel or lead expansion bolt devices for drilled-in-place anchors. 3. Furnish inserts and anchors, as required, to be set into concrete or masonry Work for subsequent woodwork anchorage. F. Fasteners: Size and type to suit application as permitted by AWI Grade specified. 2.6 A. B. C. HARDWARE Hinges: 1. See Schedule and drawings. Drawer Slides: 1. See Schedule and drawings Catches: Magnetic type in molded housing for base and wall cabinets. Minimum 7 pound pull. 1. Provide 2 catches for doors over 48 inches high. 2. Finish: Mold catch housing in putty color to match cabinet interior. 3. Comply with Americans with Disabilities Act (ADA) for opening resistance. Adjustable Shelf Supports: 1. See Schedule and drawings Locks: 1. See Schedule and drawings. 2.7 FINISHiNG MATERIALS A. See Architectural Woodwork Schedule for finishes. B. Site finishing per Section 09900. C. Finish per AWI Section 1500 per Grade specified. 2.8 SHOP FINISHING A. Sand Work smooth and set exposed nails and screws. B. Apply wood filler in exposed nail and screw indentations after priming. C. On items to receive transparent finishes, use wood filler that matches surrounding surfaces and of types recommended for applied finishes. D. Finish Work per AWl Quality Standards specified per item. E. Seal surfaces in contact with cementitious materials. 06400 ARCHITECTURAL WOODWORK 5of8 Southold Animal Shelter 12/8/2007 2.9 A. PLASTIC LAMINATE SHELVING Medium Density Fiberboard core, minimum 1 inch thick, by width and length indicated on Drawings. Cover surfaces with high pressure laminate finish. 1. Color and texture: Selected by Architect. 2.10 A. C. D. E. F. G. H. FABRICATION Comply with following requirements for architectural woodwork: 1. Architectural Cabinets: Comply with AWI Section 400. 2. Plastic Laminate Countertops: Comply with AWl Section 400. Shop assemble casework for delivery to site in units easily handled and to permit passage through building openings. Fit shelves, doors, and exposed edges with matching veneer edging. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. Apply high-pressure laminate countertops in full, uninterrupted sheets consistent with manufactured sizes. Fit comers and joints hairline; secure with concealed fasteners. Apply laminate backing sheet to reverse side of plastic laminate finished surfaces. Mechanically fasten back splash to countertops with steel brackets at 16 inches on center. Provide cutouts for plumbing fixtures, inserts, appliances, outlet boxes, fixtures, and fittings. Verify locations of cntouts from on-site dimensions. Seal contact surfaces of cut edges. Comply with details shown for profile and construction of architectural woodwork and with applicable AWI Quality Standards. 1. Construction: Glued and screwed, or glued and mortise and tenon construction. Staples are not acceptable. 2. Wood Moisture Content: Comply with requirements of referenced quality standard for moisture content of lumber at time of fabrication and for relative humidity conditions in installation area. 3. Fabricate woodwork to dimensions, profiles, and details indicated with openings and mortises precut, where possible, to receive hardware and other items of Work. 4. Complete fabrication, assembly, finishing, hardware application, and other Work prior to shipping to Project site to maximum extent possible. Disassemble components only as necessary for shipment to site. Where necessary for fitting, provide ample allowance for scribing, trimming, and fitting. 5. Pre-Cut Openings: Fabricate architectural woodwork with pre-cut openings, where possible, to receive hardware, appliances, plumbing fixtures, electrical Work, and similar items. Locate openings accurately and use templates or rough-in diagrams for proper size and shape. Smooth edges of cut-out and, where located in countertops and similar exposures, seal edges of cut-outs with a water-resistive coating. 06400 ARCHITECTURAL WOODWORK 6 of 8 Southold Animal Shelter 12/8/2007 6. Measurements: Before proceeding with fabrication of woodwork required to be fitted to other construction, obtain field measurements and verify dimensions and approved Shop Drawing details as required for accurate fit. 7. Provide formaldehyde free substrates. Plastic Laminate Countertops: 1. Provide separate plastic laminate countertops (installed on other casework or other support system as indicated) to comply with requirements for casework for plastic laminate finish. If splices are required, they shall be located over supports. 2. Grade and Thickness: Premium, 0.048 inch. 3. Balancing Sheet: Provide 0.020 inch backer sheet per AWI 400-S-3, for High Pressure Decorative Laminate Surfaces. 4. Provide continuous bullnose, counter and backsplash for laminate countertop. PART 3 - EXECUTION 3.1 EXAMiNATION A. Examine areas and conditions under which Work of this Section will be performed. Do not proceed until unsatisfactory conditions are corrected. B. Verify backing and support framing. C. Beginning of installation means acceptance of conditions. 3.2 A. B. C. D. E. PREPARATION Condition woodwork to average prevailing humidity conditions in installation areas before installing. Deliver concrete inserts and similar anchoring devices to be built into substrates well in advance of time substrates are to be built. Before installing architectural woodwork, examine shop-fabricated Work for completion including back priming. Coordinate with other trades to ensure that items supplied by others, but required to fit into casework or other fabricated items will fit. Locate backing devices required for installation of wall-supported units. Verify that back- plates, extra studs, sheet metal backing, etc., are properly located to accept woodwork items. 3.3 INSTALLATION A. Quality Standard: Install architectural woodwork per AWl Section 1700 for same grade specified. 06400 ARCHITECTURAL WOODWORK 7 of ~ Southold Animal Shelter 12/8/2007 B. Install woodwork plumb, level, tree, and straight with no distortions. 1. Shim as required with concealed shims. 2. Install to a tolerance of 1/8 inch in 8'-0" for plumb and level (including tops) with no variations in fiushness of adjoining surfaces. C. Scribe and cut woodwork to fit adjoining Work and refinish cut surfaces or repair damaged finish at cuts. D. Anchor woodwork to blocking with countersunk fasteners and blind nailing. E. Use concealed fasteners and cleats for installation of Woodwork items. Do not use exposed fasteners unless specifically noted. F. Cabinets: Install doors and drawers in their proper marked openings. Adjust hardware to align doors and drawers in openings and to provide smooth operation. G. Countertops: Anchor securely to base units and other support systems as indicated. H. Verify size and location of openings for mechanical and electrical installed items prior to cutting openings. 3.4 ADJUSTING AND CLEANING A. Adjust moving or operating parts to function smoothly and correctly. B. Clean casework, counters, shelves, hardware, fittings, and fixtures. C. Remove cartons, debris, sawdust, and scraps, and leave spaces clean and casework ready for Owner's use. 3.5 A. PROTECTION Provide final protection and maintain conditions in a manner acceptable to Architect that ensures that woodwork is without damage or deterioration at time of Substantial Completion. Repair damaged and defective woodwork where possible to eliminate defects functionally and visually. Where not possible to repair damaged woodwork, replace with new woodwork. Adjust joinery for uniform appearance. 06400 A R CHITECTURAL WOODWORK 8of8 Southold Animal Shelter 1/31/07 SECTION 06600 PLASTIC FABRICATIONS PART 1 GENERAL 1.1 SECTION INCLUDES A. Free-Foam Cellular PVC Trim Boards for fascias 1.2 RELATED SECTIONS A. Section 06400 - Architectural Woodwork 1.3 REFERENCES A. ASTM D792 - Density and Specific Gravity of Plastics by Displacement. B. ASTM D570 - Water Absorption of Plastics. C. ASTM D638 Tensile Properties of Plastics. D. ASTM D790 Flexural Properties of Unreinforced and Reinfomed Plastics and Electrical Insulating Materials. E. ASTM D1761 - Mechanical Fasteners in Wood. F. ASTM D5420 Standard Test Method for Impact Resistance of Flat, Rigid Plastic Specimen by means of a Striker Impacted by a Falling Weight. G. ASTM D256 - Determining the Pendulum Impact Resistance of Plastics. H. ASTM D696 - Coefficient of Linear Thermal Expansion of Plastics Between -30°C and 30° C with a Vitreous Silica Dilatometer. 1. ASTM D635 Rate of Burning and/ur Extent and Time of Burning of Plastics in a Horizontal Position. J. ASTM E84 Surface Burning Characteristics of Building Materials. K. ASTM D648 - Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position. L. ASTM D3679 Standard Specification for Rigid Poly Vinyl Chloride (PVC) 1.4 SUBMITTALS A. Product Data: Submit product data, manufacture's catalog, Technical Bulletins, for specified products. C. Samples: Submit three materials samples representative of the texture, Thickness, colors and widths shown and specified herein. 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Check with Local Building Code for installation requirements. B. Allowable Tolerances. 1. Variation in component length: -0.00 / +1.00. 2. Variation in component width: +/- 1/16". 3. Variation in component thickness: +/- 1/16". 4. Variation in component edge cut: +/- 2°. 5. Variation in Density +/- 0.02 grams per cubic centimeter C. Workmanship, Finish, and Appearance: 1. Free Foam Cellular PVC that is homogeneous and fi'ee of voids, holes, cracks, foreign inclusions and other defects. Edges must be square and top and bottom surfaces shall be flat with no convex or concave deviation. 2.Uniform surface free from cupping, warping, and twisting. 1.6 DELIVERY, STORAGE AND HANDLING Trim materials should be stored on a flat and level surface on a full shipping pallet. Handle materials to prevent damage to product edges and comers. Store materials under a protective covering to prevent jobsite dirt and residue from 06600 PLASTIC LUMBER Page 1 of 3 Southold Animal Shelter 1/31/07 collecting on the boards. 1.7 WARRANTY Provide manufacturer's 30 year transferable warranty against defects in manufactu6ng that causes the products to rot, corrode, delaminate, or PART II: 2.1 MATERIALS A. Acceptable products: 1. Trex Company lx12 Winchester Gray (integral color preferred to paintable) 2. or equal B. Material: Wood/polyethylene composite or Foam Cellular PVC material with a small-cell microstructure and density of .55 grams/cm3. C. Performance and physical characteristic requirements: Property Units Value ASTM Method Physical Water Absorption % <0.1.7% Mechanical Tensile Strength psi 854 D 638 Tensile Modulus psi 107,000 D 638 Flexural Modulus psi 164,200 D 790 Nail Hold Lbffin ofpanetration 108 D 1761 Screw Hold Lbf/in of penetration 442 D 1761 Thermal Coefficient of Linear Expansion in/in/°F 3.52 x 10-5 D 696 Burning Rate In/min Failed to Ignite D 635 Flame Spread Index -- 80 E 84 Heat Deflection Temp (264 psi) °F 153 D 648 Oil Canning (~ 140 °F) °F Passed D 648 2.2 ACCESSORYPRODUCTS A. FASTENERS: 1) Use stainless steel fasteners designed for fascia. Fastener should have sufficient flexural and tensile strength to resist bending. ' Fasteners with thin shanks, blunt points, and full round heads are preferred. The fastener must be long enough to penetrate the substrate a minimum of 1 1/2 inches. - Do not use staples, small brads and wire nails. Avoid using finethreaded wood screws and ring-shank fasteners. Nails shall have diameters less than or equal to 16d, screws shall have diameters less than or equal to #12, bolts shall have diameters less than or equal to V2". .2) Use standard nail guns aas per manufacturer's instructions. Install fasteners no more than 2 inches from the end of each board. B. SEALANTS: Use urethane, polyurethane, polymer blends or acrylic based sealants 2.3 FINISHES Integral colorpreferred. Provide samples forArchitect's selection. Nail holes maybe finished witha polyurethane or acrylic based caulk. Use a caulk thatisUV resistant. 06600 PLASTIC LUMBER Page 2 of 3 Southold Animal Shelter 1/31/07 PART III: EXECUTION 3.1 INSTALLATION Manufacturer's instructions: Comply with manufacturer's installation instruction and product technical bulletins. A. CUTTING: Conventional carbide-tipped blades designed for cutting wood are preferred. B. DRILLING and DRILLING: Follow manufacturers recommendation. Avoid frictional heat build-up. 3.2. NAIL LOCATION: For trimboard applications, use 2 fasteners per framing member min. or as recommended. Fasteners must be installed a maximum of 2" from the end of each board. H. EXPANSION AND CONTRACTION: Properly fastening Versatex along its entire length will minimize expansion and contraction. · Allow space as per manufacturer for expansion and contraction. I. CLEANING: Clean with mild detergent and water as per manufacturer's instructions END OF SECTION 06600 PLAST1C LUMBER Page 3 of 3 Southold Animal Shelter 1/31/07 SECTION 07133 THERMOPLASTIC SHEET WATERPROOFiNG PART1--GENERAL 1.1 SUMMARY A. Provides thermoplastic sheet waterproofing for under slabs, including sealing joints, and flashing systems for protrusions through the membrane. 1.2 RELATED SECTIONS A. Section 03300 - Cast-in-Place Concrete 1.3 REFERENCES A. ASTM D 570 - Standard Test Method for Water Absorption of Plastics B. ASTM D 638 - Standard Test Method for Tensile Properties of Plastics C. ASTM D 1004 - Standard Test Method for Initial Tear Resistance of Plastic Film and Sheeting D. ASTM D 4263 - Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method E. ASTM E 1643 - Standard Practice for Installation of Water Vaper Retarder Used in Contact with Earth or Granular Fill under Concrete Slabs 1.4 A. B. C. D. SUBMITTALS Product Data: For each material and type of application required. Include product specifications and manufacturer's written installation instructions and recommendations. Test results showing compliance with Class C or letter from manufacturer certifying compliance. (2) Samples of each item Indicate variations from instructions, installation procedures, layout of sheets and joints. 1. Indicate layout of sheets, location of field splices, type of splices, and termination details. 2. Indicate grade termination or transitions, junctions of vertical with horizontal, and vertical with perimeter drains. Contract Closeout Submittals: Comply with Section 01700. 1. Special warranties. 07133 THERMOPLASTIC SHEET WATERPROOFING 1 of 4 Southold Animal Shelter 1/31/07 1.5 QUALITY ASSURANCE A. Single Source Responsibility: This shall be a single source application with the waterproof membrane being composed of materials manufactured and supplied by one company. B. Vapor retarder should meet Class C requirements, as per ASTME 1745. 1. Moisture Vapor Transmission (MVT .3 perms 2. Tear resistance: 13.6 lbft/in 3. Puncture resistance: 475 grams C. Pre-installation Conference: discuss at same meeting as concrete/finish pre-installation meeting. one week before starting Work of this Section. 1.6 DELIVERY, STORAGE, AND HANDL1NG A. All products delivered to the job site shall be in the original unopened containers or wrappings. B. Handle all materials to prevent damage. Place all materials on pallets and fully protected fi.om moisture with canvas tarpaulins. C. Membrane rolls shall be stored lying down on pallets and fully protected fi.om moisture with canvas tarpaulins. D. Bonding adhesives shall be stored at temperatures above 40? F. E. All flammable materials shall be stored in a cool dry area away fi.om sparks and open flames. Follow precautions outlined on container or supplied by material manufacturer/supplier. F. Any materials which are determined to be damaged, by the owner's representative and/or design professional, are to be removed from the job site and replaced at no cost to the owner. 1.7 PROJECT CONDITIONS A. Proceed with waterproofing membrane installation only after substrate preparation is complete. B. Substrate must be dry, clean and smooth Do not work in rain, snow or adverse weather conditions. Consult with the manufacturer and comply with applicable recommendations of all materials for workmanship and handling. C. Only as much of the new waterproofing as can be made weathertight each day including all flashing work, shall be installed. D. Contaminants, such as grease, fats, oils, and solvents, shall not be allowed to come into direct contact with the waterproofing membrane. Any such contact shall be reported to the manufacturer. E. The Contractor shall verify that all drain lines are un-blocked before starting work. 07133 THERMOPLASTIC SHEET WATERPROOFING 2 of 4 Southold Animal Shelter 1/31/07 1.8 A. WARRANTY Special Manufacturer's Warranty: Written warranty, signed by waterproofing manufacturer, installer, and Contractor agreeing to repair or replace waterproofing that does not comply with requirements or that does not remain watertight within 10 years after date of Substantial Completion. PART2--PRODUCTS 2.1 A. MANUFACTURERS Approved Manufacturers: 1. Fortifiber Building systems Group 2. Samafil Waterproofing Systems, Inc. 3. Approved equal. 2.2 PRODUCT A. Sheet waterproofing for under slab 1. 6 mil minimum, reinforced for Class C tear and puncture resistance. 2. Moistop Ultra 6 by Fortifiber or approved equal 2.3 A. AUXILIARY MATERIALS General: Furnish auxiliary materials recommended by waterproofing manufacturer for intended use and compatible with sheet waterproofing. 1. Tapes and other accessories needed for full installation. 2. Sheet flashing and termination materials Bonding Adhesives: Adhesive for bonding polymeric sheets and sheet flashings to substrates and projections. PART3--EXECUTION 3.1 A. EXAMINATION Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance. 1. Verify that substrate is visibly dry and free of moisture. 2. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 LOOSELY LAID SHEET INSTALLATION FOR BLIND SIDE WATERPROOFING A. Ensure level compacted fill. (note: see attached diagrams from sample manufacturer) 07133 THERMOPLASTIC SHEET WATERPROOFING 3 of 4 Southold Animal Shelter 1/31/07 General: Install loosely laid sheets over entire area to receive waterproofing according to manufacturer's written instructions. 1. Accurately align sheets and maintain uniform side and end laps of 6" minimum. Stagger end laps. 2. Install loosely laid sheets and auxiliary materials to tie into adjoining waterproofing with seams parallel to direction of concrete installation. 3. Tape or hot-air-weld joints according to manufacturer's written instruction to ensure a watertight seam installation. Laps should lay flat and free of voids or wrinkles. 4. At Vertical and Horizontal Intersections: Form slight cove at inside surfaces and fill cracks and joints with mastic or sealer to comply with manufacturer's instructions. Install 2 inch cant at footing/foundation wall cold joint. 3.3 SHEET FLASHiNG iNSTALLATION A. Install sheet flashings and preformed flashing accessories and adhere to substrates according to waterproofing manufacturer's written instructions. B. Form wall flashings using exposed sheet flashing. C. Extend sheet flashings over deck sheet waterproofing. Flash penetrations and field-formed inside and outside comer accessories with sheet flashing. 1. Tape or hot-air-weld joints with deck sheet and end laps of overlapping sheet flashings and accessories to ensure a watertight seam installation. D. Terminate and seal top of sheet flashings as per manufacturer's direction. 3.4 PROTECTION AND CLEANING A. Do not permit foot or vehicular traffic on unprotected membrane. B. Protect waterproofing from damage and wear during remainder of construction period. C. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION 07133 THERMOPLASTIC SHEET WATERPROOFING 4 of 4 Southold Animal Shelter 1/31/07 SECTION 07210 BUILDING INSULATION PART1-GENERAL 1.1 SUMMARY A. Rigid insulation for walls and foundation (including below slab). B. Batt insulation for roof and ceiling 1.2 RELATED SECTIONS: A. Section 03xxx--- Concrete Masom'y Units (NRG blocks), B. Insulation of mechanical items: Refer to Division 15. 1.3 REFERENCES A. ASTM C578 - Preformed Cellular Polystyrene Thermal Insulation. B. ASTM E96 - Test Methods for Water Vapor Transmission of Materials. C. ASTM E84 - Surface Burning Characteristics of Building Materials. D. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials E. ASTM E 136 - Standard Test Method for Behavior of Materials in a VerticaI Tube Furnace at 750 Deg Centigrade. F. ASTM D 1621 - Standard Test Method for Compressive Properties of Rigid Cellular Plastics G. ASTM C1371 - Standard Test Method for Determination of Emittance of Materials Near Room Temperature Using Portable Emisson meters 1.4 A. QUALITY ASSURANCE Thermal Resistivity: Thermal resistivity properties of insulation materials are designated by R- values represent rate of heat flow through a homogenous material exactly 1 inch thick, measured by test method include in referenced material standard or otherwise indicated. These are expressed by the temperature difference in degrees F, between the 2 exposed faces required to cause 1 BTU to flow through 1 square foot per hour at mean temperatures indicated. Fire Performance Characteristics: Provide insulation materials that are identical to those whose fire performance characteristics, as listed for each material or assembly of which insulation is a 07210 BUILDING INSULATION I Southold Animal Shelter 1/31/07 part, have been determined by testing, per methods indicated below, by UL or other testing and inspection agency acceptable to authorities having jurisdiction. 1. Surface Burning Characteristics: ASTM E84. 2. Fire Resistance Ratings: ASTM E119. 3. Combustion Characteristics: ASTM E136. Maximum Allowable Asbestos Content of Inorganic Insulation: Provide insulation composed of mineral fibers or mineral ores which contain less than 0.25 percent by weight of any type or mixture of types occurring naturally as impurities as determined by polarized light microscopy test per Appendix A of 40 CFR 763. Foam plastic insulation: Flame spread rating of not more than 75 and a smoke density of not more than 450. 1.5 A. DELIVERY, STORAGE, AND HANDLING Deliver materials to Project site in manufacturer's original, unopened packages that are correctly labeled. General Protection: Protect insulation from physical damage and from becoming wet, soiled, or covered with ice or snow. Comply with manufacturer's recommendations for handling, storage and protection during installation. Protection for Plastic Insulation: 1. Do not expose to sunlight, except to extent necessary for period of installation and concealment. 2. Protect against ignition. Do not deliver plastic insulating materials to Project site ahead of installation time. 3. Complete installation and concealment of plastic materials as rapidly as possible in each area of Work. 1.6 A. PROJECT CONDITIONS Environmental Conditions: 1. Do not install insulation adhesives when temperature or weather conditions are detrimental to successful installation. PART 2 - PRODUCTS 2.1 A. MANUFACTURERS Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Extruded-Polystyrene Board Insulation: a. DiversiFoum Products. b. Dow Chemical Company. c. Owens Coming. 07210 BUILDING INSULATION 2 of 5 Southold Animal Shelter 1/31/07 d. Tenneco Building Products. e. Approved equal 2.2 A. iNSULATION Insulation Type Number I-1: 1. Type of Insulation: Rigid Foam Insulation with 2. Location on Job: slab 3. Manufacturer: Owens Coming 4. Insulation: Foamular 150 Rigid Foam 5. Thickness: 2 inches 6. Standard: ASTM C578-92 7. Type: Type X 8. Density: NA 9. Compressive Strength: 15 psi 10. Fire Rating Class: NA 11. Flame Spread: 5 12. Smoke Developed: 45-175 13. Thermal Resistance: R-5.0 per inch (at 75 degrees mean temp) B. Insulation Type Number: I-2 1. Type of Insulation: Extruded Polystyrene Insulation 2. Location on Job: NRG block walls, to be installed at site of production 3. Manufacturer: Owens Coming or approved equal 4. Insulation: Foamular 250 or 1000 Extruded Polystyrene or NRG manufacturer's requirements 5. Thickness: 1" varies 6. Standard: ASTM C578-92 7. Type: Type V 8. De.nsity: NA 9. Compressive Strength: 100 psi 10. Fire Rating Class: NA 11. Flame Spread: 5 12. Smoke Developed: 150-175 13. Thermal Resistance: R-5.0 per inch (at 75 degrees mean temp) C. Insulation Type Number: I-3 1. Type of Insulation: Bart Insulation, formaldehyde-free, foil face 2. Location on Job: ceiling and roof 3. Manufacturer: Owens Coming or approved equal 4. Insulation: Pink Fiberglass Insulation 5. Thickness: 8.25" 6. Standard: ASTM C665, ASTM C 518, ASTM E84 7. Type: 8. Fire Rating Class: 9. Flame Spread: 75 10. Smoke Developed: 150-175 11. Thermal Resistance: R-30c 07210 BUILDING INSULATION 3 of 5 Southold Animal Shelter 1/31/07 General: Provide insulating materials that comply with requirements and with referenced standards. 2.3 AUXILIARY INSULATING MATERIALS As required for installation PART 3 - EXECUTION 3.1 A. EXAMINATION Examine areas and conditions under which Work of this Section will be performed. Correct conditions detrimental to timely and proper completion of Work. Do not proceed until unsatisfactory conditions are corrected. Verify that substrate, adjacent materials, and insulation boards are dry and ready to receive insulation. 3.2 A. PREPARATION Require Installer to examine conditions under which insulation Work is to be performed. A satisfactory substrate is one that complies with requirements of the Section in which substrate and related Work is specified. Obtain Installer's written report listing conditions detrimental to performance of Work in this Section. Do not proceed with installation of insulation until unsatisfactory conditions have been corrected. 3.3 A. INSTALLATION General: 1. Comply with manufacturer's instructions for particular conditions of installation in each case. If printed instructions are not available or do not apply to project conditions, consult manufacturer's technical representative for specific recommendations before proceeding with Work. 2. Extend insulation full thickness as shown over entire area to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. Remove projections that interfere with placement. 3. Apply a single layer of insulation of required thickness, unless otherwise shown or required to make up total thickness. General Building Insulation: 1. Apply insulation units to substrate by method indicated, complying with SCIP manufacturer's recommendations. Provide temporary support to ensure correct alignment of panels. 2. Seal joints between closed-cell (non-breathing insulation units) by applying mastic or sealant on edges of each unit to form a tight seal as units are shoved into place. Fill voids in completed installation with mastic or sealant. 07210 BUILDING INSULATION 4 of 5 Southold Animal Shelter 1/31/07 Perimeter Foundation Insulation: 1. Install perimeter insulation using adhesive or other application method, including mechanical fasteners only where and as recommended by insulation manufacturer. 2. Apply adhesive to insulation in 1-1/2 inch spheres on 12 inch centers each way. 3. Press insulation in place using rocking motion. 4. Engage tongue and groove fully and secure in place. 5. Fit insulation closely around penetrations. Stagger vertical joints. 6. Perimeter insulation may be laid up dry and held in place with backfill material if scheduling and field conditions permit. 7. Butt panels tightly together. Protect from damage until backfilling is completed. 8. Fabric detailing: overlap fabric at panel joints and wrap edges of insulation at perimeter. Comply with manufacturers' instructions. Below Slab - Horizontal: 1. Install insulation after gravel fill has been installed up to grade, been thoroughly tamped and vapor barrier is in place. 2. Horizontally install insulation butting edges tightly together. 3. Abut insulation tightly against foundation wall or other vertical insulation at comers. 4. Pour concrete slab to cover all insulation. 3.4 A. PROTECTION Protect installed insulation and vapor retarders from harmful weather exposures, possible physical abuses, where possible by non-delayed installation of concealing Work or, where that is not possible, by temporary covering or enclosure. END OF SECTION 07210 BUILDING INSULATION 5 of 5 Southold Animal Shelter PART 1 GENERAL 1.1 SECTION iNCLUDES A. B. 1.2 1.3 SECTION 07 311 ASPHALT SHINGLE ROOFING SYSTEM ALTERNATE 2 1/31/07 Granule surfaced asphalt shingle roofing. Moisture shedding underlayment, eaves, valley and ridge protection. C. Associated metal flashing. RELATED SECTIONS A. Section 06 10 00 - Rough Carpentry: Plywood Roof Sheathing. b. Section 07 60 00 - Flashing and Sheet Metal. G. Section 08 62 00 - Unit Skylights. REFERENCES A. ASTM A 653/A 653M - Standard Specification for Steel Sheets, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. A. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate. B. ASTM B 370 - Standard Specification for Copper Sheet and Strip for Building Construction. C. ASTM D 225 - Standard Specification for Asphalt Shingles (Organic Felt) Surfaced with Mineral Granules. E. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing. F. ASTM D 1970 - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection. G. ASTM D 3018 - Standard Specification for Class A Shingles Surfaced with Mineral Granules. H. ASTM D 3161 - Standard Test Method for Wind-Resistance of Asphalt Shingles (Fan-Induced Method). I. ASTM D 3462 - Standard Specification for Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules. 073113 ASPHALT SHINGLES ROOFING 1 of 6 Southold Animal Shelter 1/31/07 1.4 J. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free. K. ASTM D 4869 - Standard Specification for Asphalt-Saturated Organic Felt Shingle Underlayment Used in Roofing. L. ASTM D 6757 - Standard Specification for Inorganic Underlayment for Use with Steep Slope Roofing Products. M. ASTM D 7158 - Standard Test Method for Wind Resistance of Sealed Asphalt Shingles (Uplift Force/Uplift Resistance Method) N. E 108 - Standard Test Methods for Fire Tests of Roof Coverings. O. UL 2218 - Impact Resistance of Prepared Roofing Materials. P. UL 2390/ASTM D 6381 - Test Method for Wind Resistant Shingles with Sealed Tabs Q. Section 1507 of NYS Building Code shall apply. SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide manufacturer's printed product information indicating material characteristics, performance criteria, and product limitations. C. Manufacturer's Installation Instructions: Provide published instructions that indicate preparation required and installation procedures. D. Certificate of Compliance: Provide Certificate of Compliance from an independent laboratory indicating that the asphalt fiber glass shingles made in normal production meet or exceed the requirements of the following: 1. ASTM E 108/UL 790 Class A Fire Resistance. 2. ASTM D 3161/UL 997 Wind Resistance. 3. ASTM D 3462. E. Provide color samples/style samples for Architect's selection. F. Shop Drawings: Indicate specially configured metal flashing, jointing methods and locations, fastening methods and locations, and installation details, as required by project conditions indicated. 073113 ASPHALT SHINGLES ROOFING 2 of 6 Southold Animal Shelter 1/31/07 1.5 QUALITY ASSURANCE A. Maintain one copy of manufacturer's application instructions on project site. B. Verify that manufacturer's label contains reference to specified ASTM standards. 1.6 ENVIRONMENTAL REQUIREMENTS Take special care when applying waterproofing shingle underlayment and shingles when ambient or wind chill temperature is below 45 degrees F (7 degrees C). Tack underlayment in place if it does not adhere immediately to the deck. 1.7 EXTRA MATERIALS A. Furnish under provisions of section 01700. B. Provide 30 square feet of extra shingles of each color specified. 1.8 WARRANTY A. Manufacturer's Warranty: Furnish shingle manufacturer's warranty for product(s) of this section for as follows: ASPHALT FIBER GLASS SHINGLES: Minimum 40-year limited warranty. PART 2 PRODUCTS 2.1 MANUFACTURER A. CertainTeed Corporation, B. GAF. C. Approved equal 2.2 ASPHALT FIBER GLASS SHINGLES Shingles with a minimum of 40 year warranty and 110 mph guarantee. Products: 1) CertainTeed Hatteras: UL Certification of ASTM D3462; Conforms to ASTM D3018 Type I - Self-Sealing; ASTM D3161-03b, Class "F" Wind Resistance (110-mph); ASTM D3161-99a, 110-mph Wind Resistance; UL997 Wind Resistance, UL 2390/ASTM D6381 Class "H" and ASTM D7158 Class "H" Wind Resistance, and UL Class A Fire Resistance; heavy-duty glass fiber mat base; ceramically colored/UV resistant mineral surface granules across entire face of shingle; four-tab type, algae- resistant; dual self-sealing strips of CertaSeal Plus sealant; designed to resist blow-off in high wind conditions up to 110 mph. 1. Weight: 235 pounds per square (100 square feet) (11.5 kg/sq m). 2) GAF Timberline Ultra or Grand Timberline or Slateline 073113 ASPHALT SHINGLES ROOFiNG 3 of 6 Southold Animal Shelter 1/31/07 C. Color: As selected by Architect from manufacturer's standards. 2.3 SHEET MATERIALS A. Eaves Protection: CertainTeed "WinterGuard" or equal; ASTM D 1970 sheet barrier of self- adhering rubberized asphalt membrane shingle tmderlayment having internal reinfomement, and "split" back plastic release film; provide material with warranty equal in duration to that of shingles being applied. B. Underlayment: self-adhering polymer modified bitumen sheet such as CertainTeed "Roofers' Select" or equal, ASTM D 6757; asphalt-impregnated fiberglass-reinforced organic felt or equal designed for use on roof decks as a water-resistant layer beneath roofing shingles. 2.4 FLASHiNG MATERIALS Sheet Flashing: ASTM A 361/A 361M; 26 gage (0.45 mm) steel with minimum G115/Z350 galvanized coating. B. Sheet Flashing: ASTM B 209; 0.025 in (0.63 mm) thick aluminum, mill finish. Sheet Flashing: ASTM B 370; cold rolled copper; 16 ounces per square foot (0.55 mm); natural finish. D. Bituminous Paint: Acid and alkali resistant type; black color. E. Tinner's Paint: Color as selected by Architect to coordinate with shingle color. 2.5 ACCESSORIES Nails: Standard round wire type roofing nails, corrosion resistant; hot dipped zinc coated steel, aluminum, or chromated steel; minimum 3/8 inch (9.5 mm) head diameter; minimum 11 or 12 gage (2.5 mm) shank diameter; shank to be of sufficient length to penetrate through roof sheathing or 3/4 inch (19 mm) into plywood, or non-veneer wood decking. B. Asphalt Roofing Cement: ASTM D 4586, Type I or II. 2.6 FLASHiNG FABRICATION A. Form flashing to profiles indicated on Drawings, and to protect roof'mg materials from physical damage and shed water. Form sections square and accurate to profile, in maximum possible lengths, free from distortion or defects detrimental to appearance or performance. 073113 ASPHALT SHINGLES ROOFING 4 of 6 Southold Animal Shelter 1/31/07 PART 3 EXECUTION 3.1 EXAMINATION A. Verify existing site conditions under provisions of Section 01700. B. Verify that roof penetrations and plumbing stacks are in place and flashed to deck surface. C. Verify roof openings are correctly framed prior to installing work of this section. D. Verify deck surfaces are dry and free of ridges, warps, or voids. 3.2 ROOF DECK PREPARATION A. Follow shingle manufacturer's recommendations for acceptable roof deck materials. B. Broom clean deck surfaces under eave protection and underlayment prior to their application. 3.3 INSTALLATION - EAVE ICE DAM PROTECTION Place eave edge and gable edge metal flashing tight with fascia boards. Weather-lap joints 2 inches (50 mm). Secure flange with nails spaced 8 inches (200 mm) on center or as per manufacturer's instructions for 110 mph warranty or test conditions. B. Apply Shingle Underlayment as eave protection in accordance with manufacturer's instructions. C. Extend eave protection membrane minimum 42 inches (610 mm) up slope beyond interior face of exterior wall or as per NYS BC. 3.4 INSTALLATION - PROTECTIVE UNDERLAYMENT Roof Slope Between 2:12 and 4:12: Apply one layer of"WinterGuard"or equal over all areas not protected by shield at eaves, with ends and edges weather-lapped per application instructions (minimum ofT'). Stagger end-laps each consecutive layer. Nail in place using weather corrosion-resistant fasteners, applied along the overlap at a maximum spacing of 36 inches.. Weather-lap and seal watertight with asphalt roofing cement items projecting through or mounted on roof. Avoid contact of solvent-based cements with underlayment. 3.5 INSTALLATION - VALLEY PROTECTION For "closed-cut," "woven," and "open" valleys first place one ply of underlayment, minimum 18 inches (910 mm) wide, centered over valleys, With a top layer of 36 inches wide. Lap joints minimum 6 inches (152 mm). Follow instructions of shingle and waterproofing membrane manufacturer NYSBC. 3.6 INSTALLATION - FLASHING 073113 ASPHALT SHINGLES ROOFING 5 of 6 Southold Animal Shelter 1/31/07 3.7 3.8 3.9 A. Base and cap flashing shall be installed in accordance with the manufacturer's installation instructions. Base flashing shall be of either corrosion-resistant metal of a minimum nominal .019 inch thicknes or mineral-surfaced roll roofing weighing a minimum of 77 pounds per 100 square feet. Cap flashing shall be corrosion-resistant metal of a minimum nominal .019 inch thickness. Weather~lap joints minimum 2 inches (50 mm). Seal work projecting through or mounted on roofing with asphalt roofing cement and make weather-tight. Drip edge, overlap of min of 2" shall extend .25 inch below sheathing and extend back on the roof a minimum of 2 inches. Drip edge shall be mechanically fastened a maximum of 12 inches on center. Crickets shall be installed where obstructions impact water flow. INSTALLATION - ASPHALT SH1NGLES A. Install shingles in accordance with manufacturer's instructions for product type and application specified. Minimum of six fasteners per shingle or more if recommended by manufacturer. FIELD QUALITY CONTROL A. Field inspection will be performed under provisions of Section 01400. B. Visual inspection of the Work will be provided by Owner. If conditions are unacceptable, Owner will notify the Architect. PROTECTION OF FINISHED WORK A. Protect finished work under provisions of Section 01700. B. Do not permit traffic over finished roof surface. END OF SECTION 073113 ASPHALT SHINGLES ROOFING 6 of 6 Southold Animal Shelter 1/31/07 SECTION 07410 METAL ROOF PART 1 - GENERAL 1.1 A. B. SUMMARY Section Includes: Metal Roof and Wall Panels. Related Sections: 2. 3. 4. 5. 6. 7. Division 5 Section: Metal Roof Deck. Division 6 Section: Rough Carpentry. Division 7 Section: Roof'mg. Division 7 Section: Roof Specialties and Accessories. Division 8 Section: Skylights Division 7 Section: Joint Sealers. Division 7 Section: Flashing and Sheet Metal. 1.2 A. REFERENCES American Society for Testing and Materials (ASTM): 1. ASTM A653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. 2. ASTM A792 Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process. 3. ASTM B 117 Standard Practice for Operating Salt Spray (Fog) Apparatus. 4. ASTM B209 Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate. 5. ASTM D523 Standard Test Method for Specular Gloss. 6. ASTM D822 Standard Practice for Filtered Open-Flume Carbon-Arc Exposures of Paint and Related Coatings. 7. ASTM D968 Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive. 8. ASTM D1005 Standard Test Method for Measurement of Dry-Film Thickness of Organic Coatings Using Micrometers. 9. ASTM D1308 Standard Test Method for Effect of Household Chemicals on Clear and Pigmented Organic Finishes. 10. ASTM D2244 Standard Test Method for Calculation of Color Differences From Instrumentally Measured Color Coordinates. 11. ASTM D2247 Shandard Practice for Testing Water Resistance of Coatings in 100% Relative Humidity. 12. ASTM D4214 Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films. 13. ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials. 14. ASTM E283 Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen. 15. ASTM E330 Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. 07410 METAL ROOF Page 1 of 8 Southold Animal Shelter 1/31/07 16. ASTM E331 Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference. 17. ASTM E1592 Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference. 18. ASTM E1646 Standard Test Method for Water Penetration of Exterior Metal Roof Systems by Uniform Static Air Pressure Difference. 19. ASTM El 680 Standard Test Method for Rate of Air Leakage through Exterior Metal Roof Panel Systems. 20. ASTM G23 Standard Practice for Operating Light-Exposure Apparatus (Carbon-Arc Type) with and without Water for Exposure of Nonmetallic Materials. B. Factory Mutual (FM): 1. FM 4471 Class 1 Panel Roofs. C. Underwriters Laboratories, Inc. (UL): 1. UL 580 Tests for Uplift Resistance of Roof Assemblies. D. Sheet Metal and Air Conditioning Contractors' National Association, Inc. (SMACNA): 1. Architectural Sheet Metal Manual. E. The National Roofing Contractors Association (NRCA): 1. Roofing and Waterproofing Manual (including Construction Details), and Handbook of Accepted Roofing Knowledge. F. Englert Inc.: 1. Manufacturer's Construction Details Handbook. G. American Institute of Steel Construction (AISC): I. Steel Construction Manual. H. American Iron and Steel Institute (AISI): 1. Cold Formed Steel Design Manual. 1.3 A. SUBMITTALS General: Submit listed submittals in accordance with Conditions of the Contract and Division 1 Submittal Procedures Section. Product Data: Submit manufacturer's product data and installation instructions. Shop Drawings: Provide drawings as follows: 1. Shop drawings am to be small-scale roof plans and elevations, indicating extent of work to be performed. 2. Include sections of roof, fascia, walls, siding and soffits, for each condition, detailing flashing and trim for different conditions, such as eaves, outside and inside comers, ridges, valleys, gutters, end wall terminations, closures and similar conditions, showing a full and complete installation. 07410 METAL ROOF Page 2 of 8 Southold Animal Shelter 1/31/07 3. Show securement of panels and clips, spacing, type and number of fasteners, as recommended by manufacturer. D. Samples: Submit selection samples as follows: 1. 2' (610 mm) long sample panel indicating metal, gauge, color, texture and finish. 2. Color samples (actual) E. Quality Assurance/Control Submittals: Submit the following: 1. Test Reports: Submit test reports demonstrating compliance with finish requirements. 2. Certificates: Submit manufacturer's certificate that products meet or exceed all specified requirements. F. Closeout Submittals: Submit the following: 1. Warranty documents specified herein. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Utilize an installer having demonstrated experience on projects of similar size and complexity. B. Regulatory Requirements and Approvals: 1. NYS Building code C. Mock-Ups: Install approximately 500 ft2 (47 m2) of product in place for Architect's approval, before proceeding with substantial work. I. Subject to acceptance by owner, mock-up may be retained as part of finish work. 2. If mock-up is not retained, remove and properly dispose of mock-up. D. Pminstallation Meetings: 1. Coordination meeting with manufacturer, installer, client, contractor, architect, other subcontractors before construction. 1.5 DELIVERY, STORAGE & HANDLING A. General: Comply with Division I Product Requirement Section. B. Delivery: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. C. Storage and Protection: Store materials protected from exposure to harmful environmental conditions and at temperature and humidity conditions recommended by the manufacturer. 1. Store materials above ground, on skids. 2. Protect material with waterproof covering and allow sufficient ventilation to prevent condensation buildup or moisture entrapment on the materials. 07410 METAL ROOF Page 3 of 8 Southold Animal Shelter 1/31/07 1.6 A. B. WARRANTY Project Warranty: Refer to Conditions of the Contract for project warranty provisions. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized company official. Manufacturer's warranty is in addition to, and not a limitation of, other rights Owner may have under contract documents. Provide warranties as follows: Warranty coveting die metal substrate against rapture, perforation and structural failure due to normal atmospheric corrosion. Warranty on paint finish against crocking, peeling, blistering, chalk and color change. Substmte Warranty Period: 25 years beginning with date of substantial completion. Finish Warranty Period: 30 years minimum PART2-PRODUCTS 2.1 A. METAL ROOF AND WALL PANEL SYSTEMS Manufacturer: Englert Inc. Contact: 1200 Amboy Avenue, Perth Amboy, NJ 08862; Telephone: (800) 610-1975, (732) 826- 8614; Fax: (732) 826-8865; E-mail: englert.inc~prodigy.net; website: www.englerfinc.com. 2. Approved equal B. Metal roof, including the following: 1. Series 2000 Structural Architectural Snap-Lock Standing Seam: S2000 Integral Snap-Lock, 16" wide, 1 3/4" (45 mm) high, without ribs. Wind Uplift Resistance (UL 580): Class 90. Dade County Certification: Amhitectural Metal Roof System. No Air Infiltration (ASTM E1680, ASTM E283) or Water Penetration (ASTM E1646, ASTM E331) Wind Resistance 120 mph. Surface Burning Characteristics, Coating and Substrate, Steel/PVDF only (ASTM E84): 25 or less (Class A). Installation Method: Solid deck Minimum Allowable Slope: 3:12. 2.2 A. MATERIALS Provide substrate materials as indicated below: 1. Steel, with baked-on fmish. Kynar 500 (color: dove grey) 24 gauge Galvalume (ASTM A792), AZ50, 50 ksi yield, 52 ksi tensile 2.3 ACCESSORIES A. Provide the following accessory products and materials: 07410 METAL ROOF Page 4 of 8 Southold Animal Shelter 1/31/07 Roofing Felt: Type: 30 lb. Manufacturer: Acceptable to metal panel manufacturer. Clips, Closures, Fasteners: Type: Acceptable to metal panel manufacturer. Manufacturer: Acceptable to metal panel manufacturer. Solder: Type: Acceptable to metal panel manufacturer. Manufacturer: Acceptable to metal panel manufacturer. IceandWater Shield: Type:Snoblox Ace or one acceptable to metal panel manufacturer. Manufacturer: Snoblox-Snojax or one acceptable to metal panel manufacturer. Size: Face: 5" wide by 3"H; Waffled Base: 3" wide x 5" long Adhesive tested to 1449 lbs (Surebond SB 190 Sealant Adhesive Thoroughly clean metal roof surface area with Xylol or isopropyl alcohol where the snow guard is to be installed. Flashing and Trim: a. Type: Acceptable to metal panel manufacturer. b. Manufacturer: Acceptable to metal panel manufacturer. Gutters: a. Type: Industrial # IG2C6, .06" Al, 5" Seal-Tite Gutter System b. Aluminum, heavy gutter straps c. Manufacturer: Metal Era. Downspouts: a. Type: Industrial to match Gutters b. Manufacturer: Metal Era Roof Curbs: a. Type: Acceptable to metal panel manufacturer. b. Manufacturer: Acceptable to metal panel manufacturer. Leaf Guard: a. Type: Acceptable to metal panel manufacturer. b. Manufacturer: Acceptable to metal panel manufacturer. 2.4 FABRICATION A. Panel Cons~'uction: 07410 METALROOF Page 5 of 8 Southold Animal Shelter 1/31/07 Panels shall be uniformly dimensioned, roll formed to exact lengths to avoid trimming. Panels shall be continuous from ridge to eaves with no and laps with no face penetration of panels, except as indicated and for securing panels to facilitate directional expansion/contraction. B. Flashing and Trim: Furnish all exposed standard or special flashing/trim and such other material break formed in the same gauge, color and fmish to match roofing panels. Furnished materials with protective strippable film to be removed upon installation. Furnish accessories such as clips, closures, fasteners, etc., shall be as recommended by manufacturer. 2.5 A. FINISHES Factory Priming and Finishing: Permacolor 3500 Finish: Standard color coating comprised of a 0.8 - 0.9 mil full strength, 70% Kynar 500/Hylar 5000 fluorocarbon (Polyvinylidene Fluoride PVF2) coating over urethane primer of 0.2 - 0.3 mil on finish side, Primer and wash coat on reverse.. Face film thickness: 1.0 mil + 0.2 mil. f. g. h. Film Thickness Topside Finish (ASTM D1005): Primer 0.2 - 0.3 mil Kynar 500 top coat 0.8 - 0.9 mil. Reverse side finish 0.2 - 0.3 mil primer with a wash coat. Total dry film thickness for the coating system 1.0 mil nominal. Specular Gloss (ASTM D523): 35% + 5 reflectance specular at a glossmeter angle of 60 degrees. Humidity Resistance (ASTM D2247): No blistering, cracking, peeling, loss of gloss or softening of f'mish after 1000 hours coated steel of exposure at 100% humidity at 95 degrees F (35 degrees C). Salt Spray Resistance (ASTM B117): Samples diagonally scored and subjected to 5% - at 95 degrees F (35 degrees C), neutral salt spray, then taped with Scotch #610 cellophane tape: 1000 hours coated steel no blistering and no loss of adhesion greater than 1/8 from score line. Chemical Resistance (ASTM D1308): No effect after 24 hour exposure of a 10% solution of hydrochloric acid and 18 hour exposure to 20% sulfuric acid including exposure to 10% muriatic acid and nitric acid fumes. Chalking Resistance (ASTM D659): No chalking greater than #8 rating test procedure after a 3000 hour weatherometer test. Color Change (ASTM D822, ASTM G23, ASTM D2244 South Florida 10 years): Finish coat color change shall not exceed 5 NBS units after 3000 hour weatherometer test. Abrasion Resistance (ASTM D968): Shall pass 60 liters/mil, minimum of falling sand, Method A. 2. Galvalume Plus: a. High performance clear organic coating applied over Galvalume. PART 3 - EXECUTION 3.1 MANUFACTURER'S INSTRUCTIONS A. Comply with the instructions and recommendations of the metal roof and wall panel manufacturer. 07410 METAL ROOF Page 0 of 8 Southold Animal Shelter 1/31/07 3.2 A. EXAMINATION Site Verification of Conditions: 1. Verify that site conditions are acceptable for installation of the metal roof and wall panel system. a. Verify substmte is uniform, even and symmetrical by running a string test. b. Inspect to ensure that all purlins or other substructure and framing members are flat and insulation is embedded symmetrically so when the metal panels are applied, they will not appear wavy or distorted. 2. Do not proceed with installation of the metal roof and wall panel system until unacceptable conditions are corrected. 3.3 INSTALLATION A. General: Comply with the following: 1. SMACNA Architectural Sheet Metal Manual. 2. NRCA Roofing and Waterproofing Manual and Handbook of Accepted Roofing Knowledge. 3. Manufacturer's Construction Details Handbook. 4. AISC Steel Construction Manual. 5. AIS1 Cold Formed Steel Design Manual. B. Install metal panel system plumb, level and straight. Over a layer of 30 lb felt, with a minimum 6" (152 mm) horizontal lap and 12" (305 mm) end lap. C. Install Standing seam equidistant and aligned for comers, hips, valleys, mullions and columns in accordance with architectural design parameters indicated on drawings. D. lnstall panel system in accordance with approved shop drawings. E. Make no face penetrations or perforations in metal panels by fasteners except as indicated or with specific approval by Architect. F. Install all panels continuous from ridge to eaves with no horizontal end laps. G. End lap all flashing and trim at least 3" (76 mm). H. Miter and solder all gutters and seal with a lining of ice and water shield membrane applied at the laps to provide watertight condition. 1. Apply sealant at ail butt joints. 2. Counter-flash or paint to match all soldered areas. 1. Treat all valleys with a layer of ice and water shield spread out at least 24" (610 mm) each side from the center of the valley, on both sides, before applying valley flashing. J. End lap at least 6" (152 mm) at joints. K. Exercise care during installation to avoid damage or scratching of the panels. 1. Avoid walking on metal roof panels after installation is completed. 07410 METAL ROOF Page 7 of 8 Southold Animal Shelter 1/31/07 3.4 CLEANING A. Peel off any strippable film on flashing components as they are installed. B. Touch up all minor scratches and spots. C. Remove and legally dispose of all debris resulting fi.om work under this Section. 3.5 PROTECTION A. Protect installed work from damage due to subsequent construction activity on the site. END OF SECTION 07410 METALROOF Page 8 of 8 Southold Animal Shelter 1/31/07 SECTION 07450 FIBER REINFORCED CEMENTITOUS PANELS PART 1 GENERAL 1.1 SECTION INCLUDES A. Fiber reinforced cement panel system at exterior soffits and kneewall for cat terraces. B. Accessories required for complete installation. 1.2 RELATED SECTIONS A. Section 06100 - Rough Carpentry: Wood framing. B. Section 07210 - Building Insulation: Acoustic and Thermal insulation. C. Section 07900 - Joint Sealers. 1.3 REFERENCES A. ASCE 7 - Minimum Design Loads for Buildings and Other Structures B. ASTM C 920 - Standard Specification for Elastomeric Joint Sealants. C. ASTM C 1186 - Standard Specification for Flat Non-Asbestos Fiber-Cement Sheets. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials. ASTM E 330 - Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure. 1.4 SYSTEM DESCRIPTION Performance Requirements: 1. Design and size components to withstand live loads caused by pressure of wind acting normal to plane of wall as calculated in accordance with ANSI/ASCE 7, and as measured in accordance with ANSI/ASTM E330. 2. Deflection: Provide system capable of withstanding wind loading within the following limitations: a. No permanent deformation is acceptable. 3. Design system to accommodate, without damage to system, components or deterioration of seals; movement within system; movement between system and perimeter framing components; dynamic loading and release of loads; and deflection of structural support framing. 4. Design to accommodate vertical inter-story movement and provide an allowance for the following tolerances: 07450 FIBER REINFORCED CEMENT ITIOUS PANEL Page I of 5 Southold Animal Shelter 1/31/07 a. Building floor slab live load differential deflection. b. Structural creep. c. Thermally induced expansion and contraction of framing members. d. Fabrication and erection tolerances. e. Design ultimate load capacity of anchor components to withstand 2.0 times "Design Wind Load" without failure. Maintain continuous air and vapor barrier throughout assembly. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods, including nailing patterns. Shop Drawings: Provide shop drawings and erection plans for review including the following: 1. Layout of furring, weather barrier, finish sheets and fastener pattern. 2. Details at base and top of walls, corners, at window and door trim and at other openings and connections. 3. Shop drawings prepared and stamped by a structural engineer licensed in the state where the project is located. Calculations: Provide wind load calculations, engineering calculations and substantiating data to validate wind resistance of roof system. Product certificates including Research//Evaluation report or Code Authority approval of the system use for intended application. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns. Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns. Manufacturer's Certificates: Certify materials and accessory component products meet or exceed specified requirements. I. Manufacturers warranties. Executed by manufacturer and installer. 1.6 QUALITY ASSURANCE Installer Qualifications: Provide installer with not less than three years of experience with products similar to those specified. 1 .eptable work. 2. 1.7 DELIVERY, STORAGE, AND HANDLING A. Do not deliver cement panels to site until job is ready for their installation. B. Store products in manufacturer's unopened packaging until ready for installation. C. Store materials off the ground and under cover in a dry place until erection. D. Keep materials dry and protect from freezing. 07450 FIBER REINFORCED CEMENT ITIOUS PANEL Page 2 of 5 Southold Animal Shelter 1/31/07 Store materials in such a way to accommodate easy inspection of the materials prior to installation. 1.8 PROJECT CONDITIONS Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1.9 WARRANTY Installed material shall have a manufacturer's warranty for the following period: 1. 10 years. Warranty includes the repair or replacement of siding that does not comply with requirements or that fails within specified warranty period. Failures include, but are not limited to, cracking, deforming or otherwise deteriorating beyond normal weathering. PART 2 PRODUCTS 2.1 MANUFACTURERS Acceptable Manufacturer: Cement Board Fabricators, which is located at: 2148 S. 41st St. P. O. Box 35247; Louisville, KY 41200; Toll Free Tel: 800-366-5378; Tel: 502-774-5757; Fax: 502-774-5754; Email: info~,cbfl 1 .com; Web: www.cbfl 1 .com Requests for substitutions will be considered in accordance with provisions of Section 01600. 2.2 MATERIALS Prefinished Cement Board Siding Panels: CBF Cembonit siding sheets, fiber reinforced, cement based product conforming to ASTM C 1186 and manufactured of cement sand, cellulose fibers and fillers. 1. Panel Size: see drawings 2. Colors: Sand #11 3. Mechanical fasteners: External tamper proof screws, stainless steel, torx head as recommended by manufacturer.. Continuous joint sealing strip, black EPDM rubber, 1-1/4 inch (32 mm) and 3- 1/2 inch (95 mm) as required. 5. Cushions at furring strips to be black EPDM rubber. 2.3 ACCESSORIES A. Trim: Fiber cement board, cut from siding material; cut edges primed. B. Trim: PVC, composite and aluminum trim shapes suitable for trim conditions. C. Sheet Metal Flashing: Minimum 26 gauge hot-dipped galvanized steel sheet, or aluminum. D. Wood furring materials shall conform to the requirements specified is Section 06100. E. Metal furring and lath shall conform to the requirements of Section 09205. F. Rigid insulation between furring channels shall comply with Section 07210. 07450 FIBER REINFORCED CEMENT ITIOUS PANEL Page 3 of 5 Southold Animal Shelter 1/31/07 Thickness of insulation shall be as indicated on the Drawings. PART 3 EXECUTION 3.1 EXAMINATION A. Do not begin installation until substrates have been properly prepared. Ensure that substrates are prepared in accordance with manufacturer's installation instructions. Ensure that framing is completed and that electrical rough*in, windows, doors, and flashing are in place before proceeding with work of this section. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION Clean surfaces thoroughly prior to installation. Repair as necessary any substrate conditions that would be detrimental to proper installation. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 INSTALLATION - GENERAL Install in accordance with manufacturer's instructions and the approved shop drawings. Panel Cutting: 1. Cut panels using a high speed circular saw with a diamond blade. A 36/44 diamond blade is recommended. 2. For incidental cuts, cut panels from the front side using a jigsaw with a carbide tip blade. 3. Provide adequate ventilation during cutting. Drilling: 1. Drilling of holes must be done from the front of the panel. 2. Holes are recommended to be done using a universal drill and a drilling speed of 1500 rpm. 3. Larger holes, or cut-outs on the panel, can be mode by a jig sow with a carbide blade. Prepare structural backing with furring, studs or subgiris as required to meet the performance requirements specified. Install fiber reinforced panels over a properly prepared support system in accordance with the approved shop drawings. Install weather barrier over prepared supports. Minimum weather barrier consists of 15 or 30 pound roofing felt. Fiber reinforced cementitious panel siding shall be installed over an impervious weather barrier with a cavity behind the face panel to allow ventilation of the substrate. Panels shall be attached to studs, furring or subgirts using the attachment pattern and fasteners indicated in the approved shop drawings. 07450 FIBER REINFORCED CEMENT ITIOUS PANEL Page 4 of 5 Southold Animal Shelter 1/31107 3.4 H. Install rubber seal to each lathing member. Pre-drill holes in cement boards in pattern shown on drawings and shop drawings. Holes shall be of size as specified by the panel manufacturer for the fasteners being used. When installing panels, work from at least 4 different pallets of material to ensure that the color range of the installed panels is random. Fasten cementitious board to lath as per manufacturer's details with approved stainless steel fasteners. PROTECTION Protect installed products until completion of project. Inspect walls for any damage. Replace panels that are damaged. Do not attempt to repair. C. Replace damaged products before Substantial Completion. END OF SECTION 07450 FIBER REINFORCED CEMENT ITIOUS PANEL Page 5 of 5 Southold Animal Shelter PART 1 GENERAL 1.1 SECTION iNCLUDES A. Ridge vents. B. Soffit vents. SECTION 07723 RIDGE AND SOFFIT VENTS 1/31/07 1.2 RELATED SECTIONS A. Section 06100 - Rough Carpentry. B. Section 07310 - Shingles. C. Section 07410 - Metal Roof and Wall Panels. 1.3 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Manufacturer's catalog data, standard details, and installation instructions. C. Samples: 2 inch (50 mm) long samples of each profile required. 1.4 DELIVERY, STORAGE, AND HANDLING A. Store products indoors and protect from construction traffic and damage. PART 2 PRODUCTS 2.1 MANUFACTURER A. Manufacturer: Provide vents fabricated by Cor-A-Vent, Inc.; P.O. Box 428; Mishawaka, IN 46546-0428. ASD. Tel: (800) 837-8368. Fax: (800) 645-6162. B. Or equal. 2.2 MATERIALS A. Ridge Vents - General: Manufactured of corrosion-free, corrugated, laminated, high-density polypropylene. B. Ridge Vents: Cor-A-Vent V-600/CS Ridge Vent. 07723 RIDGE AND SOFFIT VENTS Page 1 of 3 Southold Animal Shelter 1/31/07 1. Net flee area: 20 sq in per lin fi (42336 sq mm/m). 2. Color: Black. 3. Dimensions: 8-1/2 inches (216 nun) wide by 48 inches (1220 mm) long by 1 inch (25 nun) high. C. Soffit Vents - General: Manufactured of corrosion-free, corrugated, laminated, high-density polyethylene. Soffit Vents: Cor-A-Vent S-400 Strip Vent 1. Net free area: 9 sq in per lin fl (19050 sq mm/m). 2. Dimensions: 1-1/2 inches (38 mm) wide by 48 inches (1220 mm) long by 1 inch (25 mm) high. 3. Color: Black. Flashing: Cor-A-Vent WS-400X Weathershield Flashing. 1. Color: Black. 2. Material: Aluminum. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that framing, sheathing, and shingles are secured and ready to receive vents. Verify that there is a 1 inch (25 mm) wide clear air space between sheathing and each side of ridge board or, if trusses are used, a 1-1/2 inch (40 mm) wide continuous clear air space centered on ridge. 3.2 INSTALLATION General: 1. Install ridge vents along entire length of roof ridges. 2. Install soffit vents along entire length of soffits. Ridge Vents: 1. Fit end cap onto one end of the first and last piece of ridge vent. 2. Lay a bead of calking on the under side of the end cap, press the piece and cap into position, and nail through the end cap, the ridge vent, and into the roof sheathing. 3. Use roofing nails that are long enough to penetrate ridge vent and through roof sheathing. 4. Drive the nails down flush so that the vent and end cap are held down f'mnly. 5. Do not indent by over driving. 6. Butt each successive piece up snugly, checking for straight alignment. 7. Use 2 nails in each end and 1 at each side at center, pulling up slightly when nailing second side to ensure that the vent is nailed at the same pitch as the roof. 8. If roof shingles are the heavy dimensional type, a bead of sealant must be applied on top o£the shingles to provide weather seal between the shingles and vent. 07723 RIDGE A~ SOFFIT VENTS Page 2 of 3 Southold Animal Shelter 1/31/07 Cap Shingles (option): 1. Place the frrst cap shingle with approximately 1/2-inch (40 mm) overhang over the end cap and at each side of the ridge vent. 2. Nail down through the shingle, the ridge vent, and through the roof sheathing. 3. Nails must be long enough to penetrate the roof sheathing. In high wind areas, washer-head nails may be used to provide additional holding for the shingle caps. 4. Do not fasten V-400 or V-600 vents with staples. 5. Preform shingle caps in cold weather to avoid cracking or humping up over the ridge. 6. Apply cap shingles with 1 nail each side, up approximately 2-1/2 inches (60 mm) from the overhanging edge. 7. Drive nails flush; do not indent. Steep Pitch and Wide Ridge Beam Applications: 1. Cut ridge vents into 2 half pieces lengthwise. 2. Nail half pieces over shingles on either side of the ridge slot. 3. Fasten metal flashing over ridge vent. 4. Cut oversize shingle ridge caps or lap 12 inch (300 mm) long shingles, and install as specified. E. Metal Roofing: Install ridge and soffit vents as specified by manufacturer and in accordance with drawings. F. Flashings: Install specified flashings where indicated on the drawings. 3.3 SOFFIT VENTS A. Install continuous vents full length of soffits, unless otherwise indicated. Ensure that adequate blocking or barriers are installed to prevent insulation from impeding air flow. 3.4 ADJUST AND CLEAN A. Remove any scrap from the site, and leave in a neat and clean condition. END OF SECTION 07723 RIDGE AND SOFFIT VENTS Page 3 of 3 Southold Animal Shelter 1/31/07 SECTION 07910 JOINT SEALERS PART 1 - GENERAL 1.1 SUMMARY A. Preparing substrate surfaces to receive joint sealers and joint backing materials. B. Interior joint sealers and gaskets as indicated on Drawings, specified or as per manufacturer's instructions, including joint backing material and accessories. C. Exterior joint sealers and gaskets as indicated on Drawings, specified, or as per manufacturer's instructions, including joint backing material and accessories. D. Window sealant, inside and out E. Glazing sealant, inside and out F. Control joints 1.2 RELATED SECTIONS A. Section 08110 - Steel Doors and Frames B. Section 08160 - Metal Sliding Glass Doors C. Section 08410 - Aluminum Entrances and Storefronts D. Section 08510 - Steel Windows and Doors E. Section 08520 - Aluminum Windows F. Section 08800 - Glass and Glazing. 1.3 REFERENCES A. ASTM C834 - Latex Sealing Compounds. B. ASTM C920 - Elastomeric Joint Sealant. C. ASTM C1193 - Standard Guide for Use of Joint Sealants. D. ASTM C1253 - Standard Test Method for Determining the Outgassing Potential of Sealant Backing. E. ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber. F. FS TT-S-227 - Sealing Compound, Rubber Base, Two Component. G. FS TT-S-230 - Sealing Compounds, Synthetic Rubber Base, Single Component, Chemically Cured. 07910 JOINT SEALERS lof 7 Southold Animal Shelter 1/31/07 FS TT-S-1543 - Sealing Compound, Silicone Rubber Base. FS TT-S-001657 - Sealing Compound, Single Component, Butyl Rubber Based, Solvent Release Type. SWRI (Sealant, Waterproofing and Restoration Institute) - Sealant and Caulking Guide Specification. 1.4 A. SUBMITTALS Product Data: For each material and type of application required. Include product specifications, performance characteristics, test data, MSDS sheets and manufacturer's written installation instructions and recommendations. (2) Samples of each item Warranty 1.5 A. QUALITY ASSURANCE Installer Qualifications: 1. Acceptable to or licensed by sealant manufacturer. 2. Successfully completed not less than 5 comparable scale projects using these systems. 3. Trained in accordance with SWRI Applicator Training Manual. Owner reserves the right to request tests for actual substrate or applicable test results for adhesion. Verify with sealant and substrate manufacturer compatibility and suitability of sealant. Field test joints where inconspicuous. 1.6 A. DELIVERY, STORAGE, AND HANDL1NG Deliver materials to site in original unopened containers of bundles with labels informing about manufacturer, product name and designation, color, expiration period for use, pot life, curing time, and, for multi-component materials, mixing instructions. Store and handle materials per manufacturers' recommendations to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 1.7 A. PROJECT CONDITIONS Do not proceed with installation of joint sealers under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint sealer manufacturers. 2. When joint substrates are wet due to rain, frost, condensation, or other causes. 07910 JOINT SEALERS 2of7 Southold Animal Shelter 1/31/07 Joint Width Conditions: Do not proceed with installation ofjoint sealers where joint widths are less than required to achieve performance for application indicated. Joint Depth Conditions Ensure depth meets manufacturer s directions, provide backer rod or other fill as recommended by manufacturer. Joint Substrate Conditions: Do not proceed with installation of joint sealers until contaminants capable of interfering with their adhesion are removed from joint substrates. 1.8 A. WARRANTY Special Warranty: Warrant materials and workmanship against defects. Include 2 year coverage for installed joint sealer and accessories, which fail to achieve airtight and watertight seal, exhibit loss of adhesion or cohesion, or do not cure, after completion and final acceptance of Work. 1. Repair defects, or replace with new materials, faulty materials or workmanship developed during the guarantee period at no expense to Owner. 2. Acrylic Latex and Butyl Sealant: 1 year warranty. 3. Silicone Sealant and Adhesive: 20 year warranty. 4. Polyurethane Sealant: 5 year warranty. PART 2 - PRODUCTS 2.1 A. MANUFACTURERS Joint Sealers: Subject to compliance with requirements, provide products from the manufacturers scheduled. Approved manufacturers are as listed below: 1. BOSTIK Sealant Systems. 2. Dow Coming Silicone Sealant. 3. General Electric Silicone Sealant. 4. PECORA Corporation. 5. SIKA Sealant Systems. 6. SONNEBORN Building Products. 7. TREMCO Sealant Systems. 8. MAMECO International, Inc. - VULKEM. 9. Kryton 10. Or approved equal Pre-Compressed Foam Gasket: Subject to compliance with requirements, provide products of the manufacturers scheduled: 2.2 A. MATERIALS Joint Sealant for exterior windows, doors and thresholds NOTE: For exterior windows and doors use sealant referenced in large missile and wind load testing, if not referenced directly use premium grade 100% silicone. 1. General Use: Construction Joints and Glazing 100 % silicone, premium grade 07910 JOINT SEALERS 3of? Southold Animal Shelter 1/31/07 Manufacturer: Dow Coming, General Electric, Tremco Product: a. Dow 795 Silicone Sealant at construction joints if particularly mentioned (YKK), otherwise premium grade 100% (YKK) Product: at glazing (YKK) 1) Dow 995 Silicone Sealant at glazing 2) Tremco Spectrem 2 Glazing on steel doors and windows (Steelcraft) 1) Glazing adhesive Sikaflex 222UV or 295 UV 2) At glazing frame to door: Sikaflex 552 (Steelcraft) Thresholds 1) Acoustical 2) Tremco Acoustical by Tremco Joint Sealant for interior or exterior construction and perimeter control and expansion joints on horizontal or sloped traffic surfaces. Sealant Type: Single component or multi-component polyurethane or silicone sealant having a hardness of not less than 15 or more than 50 and joint movement capability of 25%. Comply with ASTM C920, Type S or M, Grade P or NS, Class 25 Manufacturer: Tremco, Dow or equal Product: Spectrem 800, 900, Vulkem 45/45 SSL or 227 Joint sealant for exterior and interior joints in vertical surfaces and non-traffic location, compatible with both concrete and insulation systems Single component, low-modulus, non-sag sealant, comply with ASTM 020, Type S or M, Grade NS, Class 25 2. Product: Spectrum 1,3 (silicone) by Tremco or Dymonic FC (urethane) or equal Joint sealant for exterior or interior joints in vertical and horizontal surfaces of potable water areas. Use in outside animal rtms. Single-component or mult-component polyurethane sealant certified by National Sanitation Foundation as conforming to the requirements of NSF Standard 61- Drinking water System Components- Health Effects, Comply with ASTM C920, Type S or M, Grade P or NS, class 25, select color from NSF listing. 2. Product: Vulkem 921 or 245 by Tremco or equal Joint sealant for exterior or interior joints in vertical and horizontal surfaces where incidental food contact with the cured sealant and is mildew resistant: Use in animal holding rooms, prep, staff, mining and storage areas. Single-component or mult-component polyurethane sealant complying with US Department of Agriculture (USDA) guidelines for incidental food contact with sealant, 07910 JOINT SEALERS 4of7 Southold Animal Shelter 1/31/07 comply with ASTM C920, Type S or M, Grade P orNS, class 25, select color from NSF listing. 2. Product: Silicones Tremsil 200 by Tremco or equal General Joint Sealer Performance Requirements: 1. Select materials for compatibility with joint surfaces and other indicated exposures. 2. Except as otherwise indicated select modulus of elasticity and hardness or grade recommended by manufacturer for each application indicated. Where a manufacturer's recommendation differ from above, contact architect. a. Where exposed to foot traffic, select materials of sufficient strength and hardness to withstand stiletto heel traffic without damage or deterioration of sealer system. 3. Use non-staining sealants 4. Provide colors indicated or, if not indicated, to match adjacent paint coloring schemes. a. Polyurethane sealants shall be available in minimum 30 standard colors. 2.3 ACCESSORIES A. Joint Cleaner: Non-corrosive and non-staining type, as recommended by joint sealer manufacturer; compatible with joint forming materials. B. Primer: Non-staining type, recommended by manufacturer to suit application. C. Joint Backer Rod: Soft, closed cell polyethylene rod designed for use with cold applied joint sealer passing ASTM C1253-93. Provide backer rod of size required for joint design (normally 25-50% larger than joint). D. Joint Filler: ASTM D 1056; round, closed cell polyethylene joint filler designed for use with cold applied joint sealer. Provide joint filler of size required for joint design. E. Bond Breaker: Pressure sensitive tape recommended by joint sealer manufacturer to prevent sealant contact where it would be detrimental to sealant performance. #m #226 or $481 tape or Valley Insdustries ~40 or equal, placed at back of joint. F. Masking tape: Non-staining, non-absorbent tape product compatible with joint sealants and adjacent surfaces that is suitable for masking. G. Glazing tape, setting blocks, frame gaskets or wedges for the installation of glass in frames. H. Provide other materials, not specifically describes, but required for a complete and proper installations, as selected by the Contractor and approved by the sealant manufacture, subject to review by the Architect. 07910 JOINT SEALERS 5of? Southold Animal Shelter 1/31/07 PART3-EXECUTION 3.1 A. EXAMINATION Examine joints for compliance with requirements for joint configurations, installation tolerances, and substrate condition affecting joint sealer performance. Do not proceed with installation of joint sealers until unsatisfactory conditions have been corrected. 3.2 A. 3.3 A. B. C. D. PREPARATION Clean out joints immediately before installing joint sealers to comply with recommendations of joints sealer manufacturers and SWRI Guide. Remove paints unless approved by manufacturer, wax, oil, dirt, temporary coatings, dust. Prime joint substrates where recommended by joint sealer manufacturer and pre-construction joint sealer-substrate tests. Apply primer to comply with joint sealer manufacturer's recommendations. Backer Material: 1. Oversize backer material 25-50 % percent wider than joint to fn'mly support sealant. Apply release agent or bond breaker strip to joint per SWRI Guide. Apply masking tape where required to prevent sealant or primer contact with adjoining surfaces that would be permanently stained or otherwise damaged. Remove tape immediately after tooling without disturbing joint seal. INSTALLATION Comply with SWRI and joint sealer manufacturers' instructions. Elastomeric Sealant Installation: Comply with recommendations of ASTM C962 for use of joint sealer type scheduled. Solvent-Release-Curing Sealant Installation: Comply with requirements of ASTM C804 for use of solvent-release-curing joint sealer. Install joint sealer backings to comply with the following requirements: 1. Install joint-fillers to provide the cross-sectional shapes and depths at working joints. 2. Install bond breaker tape where required or recommended to seal working joints. Install joint sealer completely filling joint, providing uniform, cross-sectional shapes and depths to provide scheduled joint sealer movement capability. Extra compression is needed for concrete surfaces. Tool joint sealer to form smooth, uniform beads of concave configuration to ensure contact and adhesion of joint sealer with joint. Where flooring will bridge control or expansion joints, provide fiber reinforced fabric across joint. Manufacturers of both sealant and flooring need to provide approval. Otherwise install 07910 JOINT SEALERS 6of7 Southold Animal Shelter I/31/07 flooring over joint and cut out joint and seal or as per detail approved by both manufacturer and architect. 3.4 PROTECTION Protect exposed to view joint sealers during and after curing period from construction activity. Cut, remove and replace any contaminated or damaged sealants, so they are without damage at time of substantial completion. END OF SECTION 07910 JOINT SEALERS 7of7 Southold Animal Shelter 1/31/07 PART 1: GENERAL 1.1 SUMMARY A. B. C. D. 1.2 RELATED SECTIONS A. Section 03xxx B. Section 08510 C. Section 08710 1.3 REFERENCES A. B. C. 1.4 SECTION 08110 STEEL DOORS AND FRAMES Steel doors and frames Fire rated steel doors and frames. Hurricane-resistant door construction. Installation of steel door and frame including glazing, and finish hardware. Concrete Masonry Units Steel Windows Finish Hardware ANSI A115, Series 82 - Steel Door and Frame Preparation. ANSI A250.8/SDI 100 - Recommended Specifications for Standard Steel Doors and Frames. ANSI/SDI Al51.1 - Test Procedures and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcings. D. ANSI A 224.1 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces. E. ANSI A250.6 -Hardware on Standard Steel Doors-Reinforcement and Application. F. SDI 112 - Galvanized Standard Steel Doors and Frames. G. ASTM E2074 - Standard Test Method for Fire Tests of Door Assemblies, Including Positive Pressure Testing of Side-Hinged and Pivoted Swinging Door Assemblies H. NFPA 80 - Fire Doors and Windows. I. NFPA 252 - Fire Tests for Door Assemblies. J. UL 10B - Fire Tests of Door and Frame Assemblies. K. Wamock Hersey - Fire Tests for Door and Frame Assemblies. SUBMITTALS A. Product Data: Submit manufacturer's technical product data substantiating that products comply with requirements including details of construction, materials, dimensions, hardware preparation, core, label compliance, sound ratings, profiles, and finishes. Include test results for large missile impact and documentation of design accommodating wind loads of 120 mph 3 second gusts. B. Shop Drawings: Indicate fabrication and installation of steel doors and frames; including details of each door and frame type, elevations of door design types, conditions at openings, details 08110 STEEL DOORS AND FRAMES t of(~ Southold Animal Shelter 1/31/07 1.5 1.6 PART 2: 2.1 2.2 2.3 08110 STEEL DOORS AND FRAMES of construction, location and installation requirements of finish hardware and reinforcements, and details of joints at connections. Show anchorage and accessory items. C. Provide schedule of doors and frames using opening numbers on Drawings. D. Indicate coordination of glazing frames and stops with glass and glazing requirements. E. Label Construction Certification: Submit manufacturer's certification for each door and frame assembly. F. Provide labels as required by NYS Building Code Section 714.2. G. Manufacturer's Installation Instructions: Indicate special installation instructions. H. Provide samples of finishes and anchors. QUALITY ASSURANCE A. Provide doors and frames complying with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (ANSI/SDI-100) and as herein specified. B. Fire-Rated Door Assemblies: Where fire-rated door assemblies are indicated or required, provide fire-rated door and frame assemblies that comply with NFPA 80 "Standard for Fire Doors and Window", and have been tested, listed, and labeled per ASTM E2074 by a nationally recognized independent testing and inspection agency acceptable to authorities having jurisdiction. C. Exterior doors need to withstand large missile impacts and 120 mph 3 sec gusts. Provide certification and test results. D. Obtain steel doors and frames from a single source manufacturer. DELIVERY, STORAGE, AND HANDL1NG A. Deliver hollow metal Work crated to provide protection during transit and job storage. Provide additional sealed plastic wrapping for factory-finished doors. B. Store doors and frames at building site under cover. PRODUCTS MANUFACTURERS A. Subject to compliance with requirements, provide products from 1 of the following manufacturers: 1. Steelcraft Manufacturing Company. 2. Substitutions: Comply with Section 01630. Note that exterior doors with glazing need certification for large missile impact resistance in compliance with NYS Building Code. STEEL DOORS A. Comply with ANSI A250.8/SDI-100. B. Type, level, and size indicated on Door Type Schedule. STEEL DOOR TYPES (SEE DRAWINGS FOR SCHEDULE AND TYPE ILLUSTRATIONS) A. Door Type: Door-F: EXTERIOR FULL LITE Number of Panels or Leafs: Single 2 of 9 Southold Animal Shelter l/31/07 08110 STEEL DOORS AND FRAMES Thickness: 1% Door Style or Construction: Seamless design Core of Door: Kraft honeycomb End Closures: Flush Fire Rating: Non-rated Door Finish: Factory primed, field painted Manufacturer: Steelcraft or approved equal Door Style or Construction: H-SERIES, Full lite Notes: Galvanized door and frame, bimmastic coating on inside of all frames, large missile impact and 120 mph wind gust certification. B. Door Type: Door-G: EXTERIOR HALF LITE Number of Panels or Leafs: Single Thickness: 1 3/4 Door Style or Construction: Seamless design Core of Door: polyurethane End Closures: Flush Fire Rating: Non-rated Door Finish: Factory primed, field painted Manufacturer: Steelcraft or approved equal Door Style or Construction: H-SERIES W/Half lite Notes: Galvanized door and frame, bitumastic coating on inside of all frames, large missile impact and 120 mph wind gust certification. C. Door Type: Door-H: EXTERIOR FLUSH Number of Panels or Leafs: Single Thickness: 1 3/4 Door Style or Construction: Seamless design Core of Door: polyurethane End Closures: Flush Fire Rating: Non-rated Door Finish: Factory primed, field painted Manufacturer: Steelcraft or approved equal Door Style or Construction: H-SERIES Notes: Galvanized door and frame, bimmastic coating on inside of all frames, large missile impact and 120 mph wind gust certification. D. Door Type: Door-K INTERIOR S1NGLE FULL VISION Number of Panels or Leafs: Single Thickness: 1 3/4 Door Style or Construction: Seamless design, vison Core of Door: Kraft honeycomb End Closures: Flush Fire Rating: Non-rated Door Finish: Factory primed, field painted Manufacturer: Steelcraft or approved equal Door Style or Construction: LW-18 Notes: Galvanized frame and door, coat inside of frame with bitumastic coating. Door Type: Door-L and N INTERIOR SINGLE HALF VIS1ON 3 o fo Southold Animal Shelter 1/31/07 2.4 Number of Panels or Leafs: Single Thickness: 1 3/4 Door Style or Construction: Seamless design, vision Core of Door: Kraft honeycomb End Closures: Flush Fire Rating: Non-rated Door Finish: Factory primed, field painted Manufacturer: Steelcraft or approved equal Door Style or Construction: LW-18 Notes: Galvanized frame and door, coat inside of frame with bitumastic coating. See schedule for STC rating desired using manufactured recommended construction, with no label for STC rating or testing required. Door Type: M. FLUSH Number of Panels or Leafs: Single Thickness: 1 3/4 Door Style or Construction: Full flush design Core of Door: Kraft honeycomb End Closures: Flush Fire Rating: Non-rated Door Finish: Factory primed, field painted Manufacturer: Steelcraft or approved equal Door style or Construction: LW-I 8 Notes: Gatvinized frame and door, coat inside of frame with bitumastic coating. Door Type: Door-O, P, and Q 1NTERIOR FULL LITE WITH SIDE LITE and/or Transom Number of Panels or Leafs: Single Thickness: 1 3/4 Door Style or Construction: Seamless design Core of Door: Kraft honeycomb End Closures: Flush Fire Rating: Non-rated Door Finish: Factory primed, field painted Manufacturer: Steelcraft or approved equal Door Style or Construction: LW-18 with adjacent window Notes: Galvanized frame and door, coat inside of frame with bimmastic coating. MATERIALS A. Sheet Steel: 1) Cold rolled steel shall conform to ASTM A 366 or A 620 and A 568. 2) Hot rolled steel shall conform to ASTM A 569 and A 568. 3) Hot dipped zinc coated galvanized steel shall conform to ASTM A 526 or A 642 and A 525. Galvanizing shall be to A40, A60 or G60 per SDI requirements. 4) Electroplated galvanized steel for anchors and accessories shall conform to ASTM A 591,Class B and A 568. B. Steel for doors to be of gauges indicated on the Door Type Schedule and as recommended by the SDI for the level of door required. 081 IO STEEL DOORS AND FRAMES 4 oft~ Southold Animal Shelter 1/31/07 2.5 2.6 08110 STEEL DOORS AND FRAMES C. Door Frames to be of gauges of steel as indicated on the Door Type Schedule and as recommended by the SDI. D. Reinforcement for hardware in doors shall be the following: 1) Hinges at 1 3/4" and thicker doors; 10 gauge 2) Locks and other hardware; 14 gauge 3) Pivot hinges; 7 gauge 4) Floor checking hinges; 7 gauge E. Reinfomement for hardware in frames shall be the following gauge: 1) Hinges at 1 3/4" and thicker doors; 10 gauge 2) Locks and other hardware; 14 gauge 3) Pivot hinges; 7 gauge 4) Floor checking hinges; 7 gauge F. Doors to be rated as per Door Schedule on Drawings and as required by local and state codes. G. Mechanically fasten fire-rating labels to doors and frames. DOOR CONSTRUCTION A. Each face of full flush doors shall be constructed of one sheet of steel of thickness required for Level and Model of door. B. Doors required to be "Seamless Design" shall have no visible seams on the vertical edges. C. Tops and bottoms of doors shall have flush end closures, unless otherwise noted. D. Cores of doors shall be as noted on the Schedule. E. Glazing: F. At fire rated doors, glass for vision panels shall comply with requirements of UL listing. G. Glazing at exterior doors shall meet large missile impact requirements. H. Glazing beads shall be mitered or butt jointed as approved by Architect on Shop Drawings. FRAME CONSTRUCTION A. Frame style and construction shall be as noted on the Door Schedule. B. At welded construction, all welds are to be concealed wherever possible. Visible welds are to ground smooth. C. Install silencers on frames. D. Frames shall be prepped for hardware at factory. E. Hardware per Section 08710. Obtain templates or hardware samples from Hardware supplier. F. All frames are to be fully welded construction. G. Coat the inside of all frames with bitumastic coating. 5 of 9 Southold Animal Shelter 1/31/07 2.7 2.8 2.9 2.10 08110 STEEL DOORS AND FRAMES FIRE DOORS A. Fire rated door and frames shall comply with the following tests: 1) ASTM E2074 2) ANSI/UL10b, Fire Test of Door Assemblies. 3) NFPA 252, Fire Test of Door Assemblies. 4) All doors and frames shall have the fire rating and test number permanently affixed. 5) Gaskets for fire rated door assemblies shall be as used on test assembly. HURRICANE DOORS A. Exterior doors require large missile impact certification required as per NYS Building Code and ASTM E 1996 and ASTME 1886. Door assembly shall be designed for wind loads of 120 mph 3 second gusts. B. All details of construction, including gaskets and accessories, shall match test parameters. FRAME ANCHORS A. Provide steel frames for installation in masomy walls with adjustable jamb anchors of type recommended by frame and wall panel manufacturer. B. Anchors: Not less than 16 gauge steel or 0.156 inch diameter steel wire. C. Stirrup straps: Not less than 2 inches by 10 inch in size, corrugated and/or perforated. Provide the number of anchors on each jamb as follows: D. Frames up to 7'-6" height: 3 anchors. E. Frames 7'-6" to 8'-0" height: 4 anchors. F. Exterior frame anchors to match anchors required by large missile impact tests. G. All anchors to be corrosion-resistant. H. Factory weld steel angle or channel stiffener into the head of steel frames for installation in masonry wall openings more than 4'-0" in width. I. Stiffeners: Not less than 12 gauge steel. Not longer than the opening width. Do not use as lintels or load bearing members ACCESSORIES A. Provide removable steel spreaders attached to the bottom of 3-sided frames. B. Mark frame number on jamb of each frame in butt recess for identification at Project site. C. Non-Rated Glazing Stops and Moldings: Rolled steel channel shape, minimum 18 gauge. Prepare for counter sink style tamper proof screws. Provide neoprene cushioning. D. Frames Silencers: Resilient robber, fit into factory-drilled hole. E. Plaster Guards: Minimum 26 gauge steel piaster guards or mortar boxes at back of hardware cutouts to close off interior of openings or where mortar or other materials might obstruct hardware operation. 6 of 9 Southold Animal Shelter 1/31/07 2.11: 2.12 FABRICATION A. Fabricate steel door and frame units to be rigid, neat in appearance, and free from defects, warp or buckled. Wherever practicable, fit and assemble units in manufacturer's plant. Provide stiffeners where indicated. B. Clearly identify Work that cannot be permanently factory-assembled before shipment to assure proper assembly at Project site. C. Fabricate exposed faces of doors and panels, including stiles and mils of non-flush units, from cold- rolled steel only. D. Fabricate frames, concealed stiffeners, reinforcement, edge channels, louvers, and moldings from cold-rolled steel. E. Fabricate exterior doors, panels, and frames from galvanized sheet steel. Close top and bottom edges of exterior doors as integral part of door construction or by addition of minimum 16- gauge inverted steel channels. F. Exposed Fasteners: Unless otherwise indicated, provide counterstmk, flat, Phillips heads for exposed screws and bolts. G. Finish Hardware Preparation: Prepare doors and frames to receive mortised and conceal finish hardware in compliance with final Finish Hardware Schedule and templates provided by hardware supplier. Comply with applicable requirements of ANSI A115 series specifications for door and frame preparation for hardware. H. Reinforce door and frames to receive surface-applied hardware. Drilling and tapping for surface- applied finish hardware may be done at Project site. I. Locate finish hardware as indicated on approved Shop Drawings or, if not indicated, per "Recommended Locations for Builder's Hardware," published by Door and Hardware Institute. J. Fire-Rated Doors and Frames: 1) In addition to other requirements for steel doors and frames specified herein, comply with the label requirements of the Underwriter's Laboratories (UL), the National Fire Protection Association (NFPA) and applicable local codes. 2) Fabricate steel doors and frames per requirements of NFPA Standard No. 80 and UL Standard for Safety No. 63 for the class of door opening scheduled. 3) Apply appropriate UL label to steel doors and frames. 4) State on label the required fire protection rating and maximum temperature rising rating. Maximum temperature rise rating is required for doors and frames protecting exit enclosures. 5) Where pairs of doors are scheduled, provide door manufacturer's standard astragal identical in performance to astragal used in approved test assembly for fire rating indicated or required. Shop Painting: A. Clean, treat, and paint exposed surfaces of steel doors and frame units, including galvanized surfaces. 08110 STEEL DOORS AND FRAMES 7 of 9 Southold Animal Shelter 1/31/07 B. Clean steel surfaces of mill scale, rust, oil, grease, dirt, and other foreign materials before application of paint. C. Apply shop coat of prime paint of even consistency to provide a uniformly finished surface ready to receive finish paint. D. Exterior Doors: Hot-dipped galvanized in the 0.6 ounce coating class (G60), per ASTM A526. E. Preparation and priming of doors shall comply with ANSI A 224.1, "Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces". F. All frames that are to be in contact with masomy or concrete are to be back primed with an asphaltic primer. G. Shop primer shall be compatible with field applied top coat: Refer to Section 09900. PART 3: EXECUTION 3.1 EXAMINATION A. Verify that openings are constructed to receive scheduled door assembly. B. Verify that hardware reinforcing agrees with templates furnished under Section 08710. 3.2 INSTALLATION A. Install standard steel doors and accessories per approved Shop Drawings, manufacturer's data, and as herein specified. B. Door Installation: 1) Fit steel doors accurately in frames, within clearances specified in ANSI/SDI~100. 2) Place fire-rated steel doors with clearances as specified in NFPA Standard No. 80. 3) Install steel doors with uniform margin at jambs and heads. Upon complete erection leave items in industry-standard operating condition with doors swinging free and not rattling when closed. 4) Placing Frames: Comply with provisions of SDI-105, "Recommended Erection Instructions for Steel Frames", unless otherwise indicated. 5) In masonry construction, locate 3 wall anchors per jamb at hinge and strike levels or as required by tests. 6) At in-place concrete or masonry construction, set frames and secure to adjacent construction with machine screws and masonry anchorage devices. 7) Install fire-rated frames per NFPA Standard No. 80. ERECTION TOLERANCES Maximum Diagonal Distortion: 1/16 inch measured with straight edge, comer to comer. CLEANING AND ADJUSTING A. Prime Coat Touch-Up: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touch-up of compatible air-drying primer. k of 9 3.3 3.4 08110 STEEL DOORS AND FRAMES Southold Animal Shelter B. 1/31/07 Final Adjustments: Check and readjust operating finish hardware items, leaving steel doors and frames undamaged and in complete and proper operating condition. END OF SECTION 08110 STEEL DOORS AND FRAMES 9 ofr) Southold Animal Shelter 1/31/07 GENERAL 1.1 A. B. C. D. 1.2 A. B. C. 1.3 A. SECTION 08160 METAL SLID1NG GLASS DOORS SUMMARY Aluminum framed, sliding glass doors. Glazing. Screens. Door hardware. RELATED SECTIONS Section 07910 - Joint Sealers. Section 08710 - Door Hardware. Section 08800 - Glass and Glazing. REFERENCES ASTM B 221 (B 221 M) - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes. 1.4 SYSTEM DESCRIPTION A. Drainage: Provide drainage from interior of framing to exterior of system that allows and directs water entering joints, condensation in glazing channels, and other moisture that occurs in the system to drain to the exterior. B. Water Leakage: No water leakage from the exterior to the interior of the system, when tested in accordance with ASTM E331; 2.86 lb per sq ft (140 Pa) test pressure difference. C. Insulated, thermally broken sliding doors to withstand large missile impacts and 120 mph 3 sec gusts. Provide certification and test results. 1.5 SUBMITTALS A. Shop Drawings: Indicate dimensions of openings, elevations of each type and size of sliding glass door, construction and anchorage details. B. Samples or documentation proving compliance with test criteria: Submit two samples, 6 x 6 inch (152 x 152 mm), indicating sliding glass door comer construction, sliding glass door frame comer construction, anchors, accessories, or submit full drawing details with item numbers, sizes and details compliant with test results. Submit finish and anchor samples. C. All hardware and accessories to match test reports. Provide verification, items numbers, or samples. D. Manufacturer's Installation Instructions: Indicate preparation, installation, adjustment, operation, and cleaning requirements. E. Product Data: Indicate dimensions of systems and components, drainage details, door hardware types, finishes, anchors, and functions, and glass types. Include test results for large missile impact and documentation of design accommodating wind loads of 120 mph 3 second gusts. 0816( METAL SLIDING GLASS DOORS 1 of 4 Southold Animal Shelter 1/31/07 1.6 A. B. 1.7 A. B. 1.8 A. QUALITY ASSURANCE Qualifications: Manufacturer: Company specializing in manufacturing the Products specified in this Section with minimum five years documented experience. Installer: Company specializing in performing work of this Section with minimum five years documented experience and approved by manufacturer. Provide test results. DELIVERY, STORAGE, AND HANDLING Deliver sliding glass doors and frames to project site in manufacturer's packaging. Store sliding glass doors and frames off the ground, protected from the weather, and in manufacturer's packaging. Protect finished surfaces and glass from damage until Date of Substantial Completion. WARRANTY Provide manufacturer's five year warranty against defects in materials and fabrication of sliding glass doors, frames, and screens. Warranty shall begin on Date of Substantial Completion. Provide manufacturer's five year warranty against failure of exterior finish by fading, chalking, or flaking. Warranty shall begin on Date of Substantial Completion. C. Provide manufacturer's five year warranty against failure of glass seal in insulating glass units. Warranty shall begin on Date of Substantial Completion. PRODUCTS 1.9 MANUFACTURERS A. YKKAP B. Substitutions: Refer to Section 01630 - Product Substitution Procedures 1.10 MATERIALS A. Extruded Aluminum: ASTM B 221 (B 221M), 6063 alloy, T5 temper, hollow tubular sections. B. Glass: ASTM E774; insulated glass units, size per Schedule. C. Glass: Section 08800 - Glass and Glazing. 1.11 SLIDING GLASS DOORS AND FRAMES A. Door Type Number: J B. Door Type: Sliding Glass Doors C. Manufacturer: YKK AP D. Door Model Number: YSD 600TH or equal (}8160 MET\L SLIDING GLASS DOORS 2 of 4 Southold Animal Shelter 1/31/07 E. Screen Type: Heavy Duty F. Screen Material: Stainless Steel G. Thermal Break: Yes H. Door Style: Commercial I. Notes : 13/16" insulating glass, large missile impact certified, 120 mph 3 second gust wind resistance. 1.12 SCREENS A. Configuration: Rolled aluminum frame with adjustable door hardware and flexible screen with manufacturer's standard spline to retain screen in frame. B. Finish: See Schedule C. Screening: See Schedule 1.13 ACCESSORIES A. Door Hardware: Manufacturer's standard pull handles B. Pull handles: Manufacturer's standard pull handles; color as selected. C. Rollers: Stainless steel; adjustable. D. Limit stops: Resilient robber; black. E. Locks: Manufacturer's standard. F. Threshold: Extruded aluminum; mill finish; slope to exterior. G. Bituminous Paint: Fibered asphaltic bituminous paint on inside of frame. H. Anchors: Galvanized steel. I. Joint Sealers: Section 07910 - Joint Sealers. EXECUTION 1.14 EXAMINATION A. Verify that framed openings are ready to receive sliding glass door units. 1.15 PREPARATION A. Apply coat of bituminous paint to concealed aluminum surfaces that are in contact with concrete, masonry, or other dissimilar materials. 1.16 iNSTALLATION A. Install sliding glass door units in accordance with manufacturer's instructions, approved shop drawings, and test documents. B. Anchor sliding glass door units to opening construction securely and without distortion or conditions that can impose additional loading. C. Place threshold in bed of butyl sealant. 08160 METAL SLIDING GLASS DOORS 3 of 4 Southold Animal Shelter 1/31/07 D. Install trim. 1.17 ERECTION TOLERANCES A. Maximum Variation from Plumb: 1/16 inch (1.5 mm). B. Maximum Variation from Level: 1/16 inch (1.5 mm). C. Longitudinal or Diagonal Warp: Plus or minus 1/8 inch (3 mm) from 10 foot (3 m) straight edge. 1.18 ADJUSTING, CLEANING, AND PROTECTION A. Adjust hardware for smooth operation. B. Remove labels. C. Clean exposed surfaces with cleaning solutions acceptable to sliding glass door and glazing manufacturers. D. Protect installed sliding glass door units from damage until Date of Substantial Completion. END OF SECTION 08160 METAL SLIDING GLASS DOORS 4 Southold Animal Shelter 1/31/07 PART 1: GENERAL 1.1 SUMMARY A. SECTION 08410 ALUMINUM ENTRANCES AND STOREFRONTS Provide all necessary materials, labor, and equipment for the complete installation of Exterior prefinished aluminum entrance swing doors, times, hardware and storefront systems with thermally broken frames, where possible, including attachments and accessories. System to withstand large missile impact and 120 mph 3 second gust wind loads. See drawings for details. 1.2 RELATED SECTIONS A. Section 03xxx - Concrete Masonry Unites B. Section 08710 -- Finish Hardware C. Section 08810 -- Glazing 1.3 REFERENCES A. AAMA - Metal Curtain Wall, Window, Storefront and Entrance - Guide Specifications Manual. B. AAMA - Curtain Wall Manual # 10 - Cam and Handling of Architectural Aluminum From Shop to Site. C. AAMA 501 - Methods of Testing for Metal Curtain Walls. D. AAMA 605.2 - Specification for High Performance Organic Coatings on Architectural Extrusions and Panels. E. AAMA SFM-1 - Aluminum Storefront and Entrance Manual. F. ADA - Requirements for Making Buildings and Facilities Accessible to and Usable by Physically Disabled People. G. ASTM A653/A-653M-94 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy Coated (Galvannealed) by the Hot-Dip Process (Former ASTM A446). H. ASTM B209 - Aluminum and Aluminum-Alloy Sheet and Plate. I. ASTM B221 - Aluminum-Alloy Extruded Bar, Rod, Wire, Shape and Tube. J. ASTM E283 - Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors. K. ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference. L. ASTM E331 - Test Method for Water Penetration of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference. M. SSPC - Steel Structures Painting Council. N. ASTM E 1996 and ASTME 1886 for Large Missile Impact 1.4 SYSTEM DESCRIPTION A. Design Requirements: 08410 ALUMINUM ENTP-2\NCES AND STOREFRONTS 1 of 10 Southold Animal Shelter 1/31/07 1) Tubular aluminum sections thermally broken at exterior, shop fabricated, factory prefinished, vision and spandrel glass, extruded break metal, related flashings, and anchorage and attachment devices. 2) Performance Requirements -Frames: 3) Glass wall installations at exterior surfaces shall be designed to withstand the design wind loads for the location of the project with no failure or permanent deflection for positive and negative pressure when tested in accordance with ASTM E 330. 4) Loads are to be determined using: Refer to Section 01410. 5) Applicable local building code requirements (NYSBC). Large missile impact and 120 mph 3 second gust wind load. 6) Requirements as defined in ASCE 7, "Minimum Design Loads for Buildings and Other Structures". 7) ANSI Standard A 58.1. 8) Limit mullion deflection to flexure limit of glass with full recovery of glazing materials. 9) Design system to accommodate, without damage to components or deterioration of seals, movement within system, movement between system and peripheral construction, dynamic loading and release of loads, deflection of structural support framing. 10) Limit air leakage through assembly to 0.06 CFM per minute per square foot of fixed area, measured at a mferance differential pressure across assembly of 1.57 PSF as measured per ASTM E283. 11) Water Leakage: None, when measured per ASTM E331 with a test pressure difference of 8 pounds per square foot. 12) Maintain continuous air and vapor barrier throughout assembly, primarily in line with inside pane of glass and heal bead of glazing compound. 13) Design system to provide for expansion and contraction within system components caused by a cycling temperature range of 170 degrees F over a 12 hour period without causing detrimental affect to system components. 14) Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to the exterior by a weep drainage network, and provide for pressure equalization of these spaces. 15) Structural Sealant: Capable of withstanding tensile and shear stresses imposed by aluminum- framed systems without failing adhesively or cohesively. Provide sealant that fails cohesively before sealant releases from substrate when tested for adhesive compatibility with each substrate and joint condition required. 16) Structural-Sealant Joints: Designed to produce tensile or shear stress in structural- sealant joints of less than 20 psi. 17) For insulated units, condensation resistance factor of 70 when tested in accordance with AAMA 1503.1-88. Performance Requirements - Swing Doors: I) Conduct test or provide certified test results to test structural resistance to comer racking by the Dual Moment Load Test as follows: 2) Test section: Standard top door comer assembly. 24 inch long side rail section, 12 inch long top rail section. 3) Anchor top rail positively to test bench so that comer protrudes 3 inches beyond bench edge. 4) Anchor a lever arm positively to side rail at a point 19 inches from inside edge of top rail. Attach weight support pad at a point 19 inches from inner edge of side rail. 5) Withstand a load of 245 pounds on the lever arm before reaching the point of failure, which shall be considered a rotation of the lever arm in excess of 45 degrees. 08410 ALUMINUM ENTRANCES AND STOREFRONTS 2 of 10 Southold Animal Shelter 1/31/07 6) Provide test data for large missile impact and 120 mph 3 second gust wind load (40 psi). Provide both positive and negative pressure testing verification. 7) Air infiltration: Test doors per ASTM E283, at a pressure differential of 1.57 PSF or required tests. 8) Results for single 3'-0" by 7'-0" entrance door and frame: Do not exceed 0.50 CFM per linear foot of perimeter crack or as per testing requirements. 9) Results for pair of 6'-0" by 7'-0" entrance doors and frame: Do not exceed 1.0 CFM per linear foot of perimeter crack or as per testing requirements. 10) Provide manufacturer's written certification to Architect that performance requiremems noted above have been tested and approved by an independent testing agency. If this certification cannot be produced, perform required tests through a recognized independent testing laboratory or agency and provide certified test to Architect. 1.5 SUBMITTALS A. Product Data: Provide component specifications and characteristics, describe componems within assembly, anchorage and fasteners, glass and glazing, door hardware reinforcing, and internal drainage details. B. Samples: Submit two finish samples of color ranges on actual substrate. C. Submit manufacturer's installation instructions. D. Tests Results: Furnish to Architect, with current test reports from an AAMA certified and accredited independent laboratory certifying the performance requirements as specified above. E. Shop Drawings: Indicate system elevations and dimensions, profiles of door members, thickness of metal for doors and frames, sizes and types of fasteners, methods of glazing, framed opening requirement and tolerances, mullion details, affected related Work and expansion and contraction joint location and details. Verification that system complies with tested units. 1.6 A. Sample warranty QUALITY ASSURANCE Perform Work per AAMA SFM-1 and AAMA - Metal Curtain Wall, Window, Store From and Entrance - Guide Specifications Manual. B. Manufacturer's Field Services: Upon Owner's request, provide manufacturer's field service for site visit for inspection of product installation in accordance with manufacturer's instructions. C. Submit all test reports showing compliance with performance characteristics and physical properties. D. Qualifications: E. Manufacturer and Installer: Company specializing in manufacturing and installing aluminum glazing systems as specified in this Section with minimum 10 years documented experience. 1.7 DELIVERY, STORAGE, AND HANDL1NG A. Protect prefinished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed coatings that bond when exposed to sunlight or weather. B. Handle Work of this Section per AAMA - Curtain Wall Manual #10. 08410 ALUMINUM ENTRANCES AND STOREFRONT8 3 of 10 Southold Animal Shelter 1/31/07 1.8 PROJECT CONDITIONS A. Verify all site conditions and measurements. B. EnvironmentaI Requirements: C. Do not install sealants when ambient temperature is less than 40 degrees F during and 48 hours after installation. 1.9 COORDINATION A. Coordinate Work of this Section with installation of firestopping, air and vapor barrier, and other related components or materials. 1.10 SPECIAL WARRANTY A. Warrant materials and workmanship against defects after completion and final acceptance of Work. B. Repair defects from faulty materials or workmanship developed during the guarantee period, or replace with new materials, at no expense to Owner. PART 2: PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide products from one of the following manufacturer: B. YKK AP C. EFCO Corporation. D. Substitutions: Comply with Section 01630. 2.2 ALUMINUM ENTRANCES AND STOREFRONTS SYSTEMS A. Storefront impact resistant system, center set, exterior flush glazed; B. Door Type: E, ENTRY DOUBLE A. Door Style or Construction: Medium stile, heavy duty impact resistant swing B. Number of Panels or Leafs: Pair C. Manufacturer: YKK, EFCO OR APPROVED EQUAL D. Model of Item: YKK 35HTU, EFCO D-300 or equal Impact Resistant, Heavy Duty E. Door Finish: Clear anodized F. Glass Type: Large missile impact, laminated safety G. Glass Thickness: 1/2" rain or insulated if impact available (Preferred) H. Notes: Large missile impact resistant, 120 mph wind resistance. C. Door Type: A, Al, B, C, D ENTRY W SIDE LITE 1) Door Style or Construction: Medium stile, heavy duty, impact resistant swing 2) Number of Panels or Leafs: Single 3) Manufacturer: YKK, EFCO or equal 08410 ALUMINUM ENTRANCES AND STOREFRONTS 4 of 10 Southold Animal Shelter 1/31/07 4) Model of Item: YKK AP 50TH W 35H DOOR, EFCO D-300 5) Door Finish: Clear anodized 6) Glass Type: Laminated safety door (insulated preferred) and insulated safety glass for window 7) Glass Thickness: 1/2" rain, prefer insulating glass 8) Notes: Large missile impact resistant, 120 mph wind resistance 2.3 MATERIALS A. Extruded Aluminum: ASTM B221; 6063 alloy, T5 temper. B. Sheet Aluminum: ASTM B209; 5005-H14 Aluminum Alloy, 0.050" min. thicknes C. Steel Sections: ASTM A36; shaped to suit mullion sections. D. Fasteners: Stainless steel, countersunk, finish to match aluminum color. E. Shop and Touch-Up Primer for Steel Components: SSPC 15, Type 1, red oxide. F. Perimeter Anchors: Stainless steel or zinc plated steel. G. Glazing: Setting blocks, edge blocks, and spacers in accordance with ASTM C864, shore durometer hardness as recommended by manufacturer; glazing gaskets in accordance with ASTM C 864. Gaskets: Elastomeric or neoprene. 2.4 FRAMiNG Frames: General 1) Design frames to allow for thermal expansion and contraction within frame construction. Provisions to allow for expansion within glazing material is not acceptable. Frame Construction: 1) Zero sightline system type as scheduled: prefinished extruded aluminum, nominal system dimensions as indicated on Drawings, designed to permit unobstructed face glazing with through site lines and no projecting stops. 2) Mullions and perimeter framing: 2-part construction consisting of gutter and face sections.. Seamless exterior face members. Minima 2 '/2" face dimension for vertical and horizontal framing members. 3) Face Clips: Secure assemblies internally by means of face clips of special form, in such manner as to be positively held against accidental disassembly in the event of glass breakage. Design face clips to provide a non-reversible snap action, and prevent metal-to-metal contact of face and gutter sections. 4) Split vertical in screw-spline type as scheduled designed to allow frame to be installed from unitized assemblies. 5) Continuous jambs and vertical mullions 6) Drive screws through back of vertical framing members into splines in horizontal framing members. 7) Snap together individual units to form a complete frame. 8) Provide for flush glazing on all sides with no projecting stops. 9) Elastomeric extrusion glazing gaskets. 1) Exterior Frames: Factory prefinished extruded aluminum, minimum 0.098 inch frame wall thickness or as required by tests, nominal dimensions of system indicated on Drawings, tl8410 ALUMINUM ENTRANCES AND STOREFRONT5 5 of 10 Southold Animal Shelter 1/31/07 thermally broken with interior tubular sections insulated from exterior, flush glazing stops, elastomeric or neoprene extrusion glazing gaskets at exterior, structural silicone adhesive with fixed stops at the interior, drainage holes, internal weep drainage system, capable of accepting 1 inch thick insulating glass. 2) Structural Thermal Barrier: Provide continuous thermal barrier by means of a poured and debridged pocket consisting of a two-part, chemically curing high density polyurethane which is bonded to the aluminum by YKK thermaBond Plus or equal. 3) Coat hidden surfaces touching concrete with bitumastic coating. Reinforced Mullion: Shape and location as required by manufacturer; with internal reinforcement of shaped steel structural section. Provide anchors as required by testing. All anchors to be corrosion-resistant. 2.5 DOORS Entrance Doors: Factory prefinished extruded aluminum, minimum 0.125 inches thick extrusions or to match tests. Internal Reinforcing: Carbon steel; or structural aluminum. Fabricate with mechanical joints using internal reinforcing plates and shear blocks attached with fasteners and by welding. Steel components factory coated with alkyd type zinc chromate primer. Glazing moldings: Minimum 0.050 inch thick or as required by tests.. Glazing stops: Hook-in type with EPDM glazing gaskets. Compatible with entrance flaming members in appearance. 2.6 COMPONENTS B. C. D. E. Glass and Glazing Materials: As specified in Section 08810, and to sizes as indicated on Drawings. Glazing Material: Compatible with aluminum and sealer materials used in composite structure that have direct contact with the gaskets. Standard exterior glazing material: Glazing tape per AAMA 806.1. Break metal, sills, and flashings: Factory prefinished extruded aluminum, minimum 0.125 inches thick or as required by tests, and finish to match mullion sections where exposed. Provide hardware, except as noted otherwise, and hardware templates for aluminum entrance doors and frames. Comply with Section 08710, and install under this Section. 2.7 ACCESSORIES A. Sealer Materials: Frame perimeter sealant and backing materials: Non-skinning type, AAMA 803.3As specified in Section 07910. Window and frame system sealant: Manufacturer's recommended types to suit application and comply with test conditions. Glazing Sealants: For structural-sealant-glazed systems, as recommended by manufacturer for joint type and as follows: 08410 ALUMINUM ENTRANCES AND STOREFRONTS 6 of I 0 Southold Animal Shelter 1/31/07 E. Structural Sealant: ASTM C 1184, neutral-curing silicone formulation compatible with system components with which it comes in contact, specifically formulated and tested for use as structural sealant, and approved by structural-sealant manufacturer for use in aluminum- framed systems indicated and as required by testing. Dow Coming 995 Structural Silicone Adhesive (YKK APYHS 50TU). F. Weatherseal Sealant: ASTM C 920 for Type S, Grade NS, Class 25, Uses NT, G, A, and O; neutral-curing silicone formulation compatible with structural sealant and other system components with which it comes in contact; and recommended by structural- and weatherseal- sealant and aluminum-framed system manufacturers for this use. G. Insulation: H. Batt insulation for shim spaces as specified in Section 07210. 2.8 FABRICATION A. General: Provide manufacturer's standard fabrication and accessories that comply with Specifications and indicated standards, except to extent more specific or more stringent requirements are indicated. Include complete system for assembly of components and anchorage of window units and prepare complete pre-glazing. B. Verify field measurements before fabrication. C. Fabricate components with minimum clearance and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal. D. Accurately fit and secure joints and comers. Make joints flush, hairline, and weatherproof. E. Prepare components to receive anchor devices. Fabricate anchors. F. Arrange fasteners and attachments to conceal from view. G. Reinforce interior rails as required by manufacturer to meet Specification requirements. H. Prepare components for internal reinforcement for door hardware and door operator hardware. I. Reinforce framing members for imposed loads. J. Thermally broken extrusions: Miter cut at top comers, assemble with 2 heavy duty serrated aluminum keys per comer, and fasten with a minimum of 3 stainless steel screws or in compliance with testing.. K. Frame sills: Precision machine, fit to jambs, and fasten with a minimum of 3 stainless steel screws per comer. L. Weep system: Design to allow drainage of water from cavities in sill, clear through from outside to inside. M. Horizontal sash members: Tubular extrusions, thermally broken using poured-in-place polyurethane that is self-adhering to adjacent aluminum surfaces. N. Thermal Separation: Minimum of 9/32 inch between the exterior and interior metal surfaces. O. Mill sash comers and properly fit to assure complete sealing. P. Fasten horizontal sash members to vertical members using a minimum of 2 stainless steel screws at each comer, with non-corrosive comer blocks to prevent thermal bridging as sash comers or as required by tests. 08410 ALUMIN ;M ENTRANCES AND STOR[~FRONTS 7 of 10 Southold Animal Shelter 1/31/07 Q. Reinforce frames and door stiles to receive hardware in accordance with manufacturer's recommendations. 2.9 FINISHES A. Clear anodized aluminum (YKK AP YSIN) with clear protective composite coating. B. Exposed surfaces free of scratches and blemishes. C. Extrusions shall be given a caustic etch followed by an anodic oxide treatment and then sealed with an organic coating applied with an electrodeposition process. D. Anodizing coating shall comply with AAMA 612-02. E. Minimum coating thickness shall be .7 mils. F. Test finishes G. Apply .5% solution NaOh, sodium hydroxide, to small area of finished sample area. Leave in place for sixty minutes. Lightly wipe off Do not clean area further. H. Submit samples with test area noted on each sample. PART 3: EXECUTION 3.1 EXAMINATION A. Verify dimensions, tolerances, and methods of attachment with other Work. B. Verify wall openings and adjoining air and vapor seal materials are ready to receive Work of this Section. 3.2 PREPARATION A. Do not leave openings uncovered at end of working day, during wind-driven precipitation, or during excessively cold weather. B. Perform other operations as necessary to prepare openings for proper installation and operation of new units. C. Protect adjacent work areas and finish surfaces from damage. D. Protect aluminum surfaces from contact with lime, mortar, cement, acids, and other harmful contaminants. 3.3 INSTALLATION A. Install aluminum entrance and framing systems, glass and glazing, and hardware per manufacturer's written instructions and AAMA - Metal Curtain Wall, Window, Store Front and Entrance - Guide Specification Manual. B. Separate aluminum and other corrodible metal surfaces from sources of corrosion or electrolytic action by complying with requirements specified under "Dissimilar Materials" in Appendix of ANSI/AAMA 320.9. C. Shim and brace aluminum system before anchoring to structure. Do not shim at head members. D. Align windows plumb, level, and true to line, without warp or rock of frames or sash. Maintain dimensional tolerances, aligning with adjacent Work. Anchor securely in place. 08410 ALUMINUM ENTRANCES AND STOREFRONTS 8 of 1 f~ Southold Animal Shelter 1/31/07 E. Provide thermal isolation where components penetrate or disrupt building insulation. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier. F. Set sill members and other members in bed of compound to provide weathertight construction. Seal units following installation and as required to provide weathertight system. G. Provide thermal isolation where components penetrate or disrupt building insulation. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier. H. Coordinate attachment and seal of perimeter air and vapor barrier materials. I. Pack batt infill insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier. J. Install flashings. K. Set thresholds in bed of mastic and secure with anchors. L. Install hardware using templates provided. Refer to Section 08710 for installation requirements. M. Install glass per Section 08810, to glazing method required to achieve performance criteria. N. Seal metal to metal storefront system joints using sealant recommended by system manufacturer. O. Install perimeter joint sealer and backing materials per Section 07910. P. Verify storefront system allows water entering system to be collected in gutters and wept to exterior. Verify metal joints are sealed in accordance with manufacturer's instructions. Q. Field Test: Conduct field test to determine watertightness of storefront system. Conduct test in accordance with AAMA 501.3-94 at locations selected by Architect. Perform in Amhitect's precence. 3.4 TOLERANCES A. Maximum variation from plumb: 0.06 inches every 3 feet non-cumulative or 1/16 inches per 10 feet, whichever is less. B. Maximum misaligument of 2 adjoining members abutting in plane: 1/64 inch. C. Maximum offset between framing members at glzing pocket comers: 1/64 inch D. Variation (in squaring diagonals for doors and fabricated assemblies): 1/16 inch E. Flatness: +/- 1/16 inch off neutral plane 3.5 ADJUSTiNG A. Adjust operating hardware for smooth operation, positive latching, and continuous contact of perimeter weatherstipping with frames. B. Lubricate hardware and moving parts. 3.6 CLEANING A. Clean aluminum surfaces promptly with a solution of mild detergent in warm water, apply with soft, clean wiping cloths. Remove dirt from comers. Wipe surfaces clean. Exercise care to avoid damage to protection coatings and finishes Remove excess glazing and sealant compounds, dirt, and other substances. 08410 ALUMINUM ENTRANCES AND STOREFRONTS 9 of 10 Southold Animal Shelter 1/3 !/07 C. Clean glass promptly after installation of windows. Remove glazing and sealant compounds, dirt, and other substances. D. Remove excess joint sealer by method acceptable to joint sealer manufacturer. E. Remove strippable coating from aluminum components. 3.7 PROTECTION Initiate protection and other precautions required ensuring that storefronts, and entrances are without damage or deterioration (other than normal weathering) at time of acceptance. END OF SECTION 08410 ALUMINUM ENTRANCES AND STOREFRONT5 10 of 10 Southold Animal Shelter 1/31/07 GENERAL 1.1 SUMMARY A. Steel windows. B. Steel doors. C. D. E. 1.2 A. B. C. SECTION 08510 STEEL WINDOWS AND DOORS Structural mullions for window walls. Operating hardware. Installation. REFERENCES ASTM A123 - Zinc Coating (Hot Dip) on Assembled Steel Products. ASTM E283 - Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors. ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. D. ASTM E331 - Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. E. SSPC - Steel Structures Painting Manual. F. SWl - The Steel Window Institute. 1.3 PERFORMANCE REQUIREMENTS FOR STEEL WINDOWS A. Glass wall installations using steel windows at exterior surfaces shall be designed to withstand the design wind loads for the location of the project with no failure or permanent deflection for positive and negative pressure when tested in accordance with ASTM E 330. B. Loads shall be determined using: Refer to Section 01410. C. Applicable local building code requirements. D. Requirements as defined in ASCE 7, "Minimum Design Loads for Buildings and Other Structures". E. ANSI Standard A 58.1. F. No water shall penetrate the seal of the closed and locked steel windows when tested in accordance with ASTM E 331 for 15 minutes when the window is subjected to a rate of flow of 5 gal/hr/sq.ft, with a pressure differential across the window at 2.86 psf. G. Air leakage shall not exceed .37 cfm per foot of crack length when subjected to a pressure differential across the window of 6.24 pounds per square foot equivalent to a wind velocity of 50 mph. when tested in accordance with ASTM E 283. H. Fire Resistance: Where windows are indicated to be "Fire Resistant" provide units complying with NFPA 80, Class E. Comply with governing regulations. I. Provide units beating the Underwriters Laboratories label. 1.4 SUBMITTALS A. Provide shop drawings for review and approval on steel windows and doors. B. Details of window and frame fabrication. C. Elevate windows and doors indicating trim and finishes. D. Shall show all details of screen installations. 08510 STEEL WINDOWS AND [)()OR.< 1 of 4 Southold Animal Shelter 1/31/07 E. Show all required rough openings. F. Include in submittal a list of all options included in order. G. Provide manufacturer's cut sheets and details on windows and doors. H. Pmvida manufacturer's cut sheets on all operating hardware required for each window or door. This shall include: I. Submit test data performed by an independent testing agency verifying that windows and their installation meet the window Grade specified. 1.5 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing specified windows with minimum 3 years documented experience. B. Installer: Company specializing in installation of specified windows with minimum 3 years documented experience. 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect pm-finished surfaces with strippable coating. Do not use adhesive papers or sprayed coatings that bond when exposed to sunlight or weather. B. Windows and steel doors shall be delivered to job afl.er roof is on. C. Windows and steel doors shall be protected from damage throughout course of job. D. Windows and steel doors shall be stored in a clean and dry environment until installed. E. Windows and steel doors shall be stacked to prevent warp or be damaged. 1.7 WARRANTY A. Warranty: Warrant materials and workmanship against defects; including coverage for sealed glass units from seal failure, inter-pane dusting or mi sting, and replacement of same, afl.er completion and final acceptance of Work. B. Repair defects from faulty materials or workmanship developed during the guarantee period, or replace with new materials, at no expense to Owner. PRODUCTS 1.8 STEEL W1NDOW AND DOOR MANUFACTURER A. Refer to Window and Door Schedules for manufacturer. 1.9 STEEL WINDOWS AND DOORS A. Window Type Number: lnterior J-O, R-X B. Window Type: Steel Windows C. Manufacturer: Steelcraft. or approved equal D. Window Model Number: See drawings E. Refer to Window and Door Schedules for products required of this Section. F. Window and door operation, and sizes are shown on Drawings and Window Schedule. G. Stiles, rails, and frames to be hot rolled mild steel of shapes and profiles shown on Drawings. H. The weight of the hot-rolled steel for the windows and doors of this project is scheduled. I. Contractor shall verify that the weight of steel profiles will withstand the design loads of the installation. J. The depth of the frame and ventilator profile shall have the minimum depths from front to back as scheduled. 1.10 HARDWARE, ACCESSORIES AND GLAZING A. Glass and glazing: Refer to Section 08810. 08510 STEEL WINDOWS AND DOORS 2ofZ Southold Animal Shelter 1/31/07 B. Glass shall be safety glass where required by codes or noted on the Drawings or Schedules. C. Glazing space of the frame shall be as required to accommodate the thickness and type of glass required for the opening. D. Operating hardware shall be by door and window manufacturer: E. Manufacturer's standard locksets and latchsets. F. Door locksets are to be keyed to master keying systems unless otherwise noted. G. Custom trim, where required, shall be adapted to locking mechanism. H. Finish on exposed hardware to be: I. Insert J. Use asphaltic primer on concealed surfaces that come in direct contact with masonry. K. Windows shall be supplied with all necessary mounting hardware, clips, and fasteners. 1.11 STEEL WINDOW AND DOOR FABRICATION A. Windows and doors are to be manufactured in accordance with manufacturer's standard details for the model of window specified. B. Muntins are to be coped and fit at intersection. Do not "lace" muntins at intersections. C. Muntins are to be welded to frames. D. All welds am to be ground smooth and invisible. E. Windows and doors are to be completely assembled at the factory. F. Windows and doors are to be fully weather-stripped at the factory unless otherwise noted. G. Weatherstripping to be manufacturer's standard neoprene or PVC gaskets and shall be as required to comply with the performance specifications of Part 1 of this Section. H. Interior doors to be gasketed and installed in manner to meet STC 35 as recommended by manufacturer. I. Windows shall be glazed on site by factory installers. J. Steel mullions are to be factory fabricated and finish painted at the factory to match window and door frames. K. Connections shall be made mechanically with concealed fasteners wherever possible. L. Where welds must be used, welded connections are to be ground smooth and filled so that welds are not visible. 1.12 FINISH OF STEEL WINDOWS AND DOORS A. Steel window and door components are to be hot dipped galvanized after fabrication to comply with ASTM A 123, Gg0. B. Treat all galvanized parts in phosphate bath after galvanizing. C. Finish: D. Exterior and interior of windows are to be factory primed and prepared for finishing per manufacturer's standard process. E. Finish is to be a baked-on polyester powder coating per manufacturer's standard finish. F. Color is to be as selected by Architect and Owner. EXECUTION 1.13 EXAMINATION AND PREPARATION FOR STEEL WINDOWS AND DOORS A. Coordinate preparation of rough openings for windows with other related sections. B. Ensure that window shop drawings and installation am coordinated with work of related trades. 08511~ STEEL WINI)OWS AND DOOR5; 3 of 4 Southold Animal Shelter 1/31/07 C. Ensure that rough openings are within in. of square when measured on the diagonal. D. Do not install windows and doors until all openings are properly flashed and prepared. 1.14 INSTALLATION A. Windows shall be installed tree, level, plumb and coplanar with opening. B. Steel windows and doors shall be installed by a factory authorized installer as part of a one source responsibility. C. Windows shall be installed with clips and fasteners supplied by manufacturer. Fasteners and screws are to match the finish of the windows and doors. D. Fastening system shall be in accordance with reviewed shop drawings and meet the requirements required to resist the design loads and the performance requirements. E. Caulking shall be performed as part of the work of this section to comply with the "one source responsibility" requirement. F. Glazing: G. Glazing shall be performed by the window installer. 1.15 PROTECTION AND CLOSEOUT A. Protect all painted metal surfaces from mortar or cement products. Immediately clean off any mortar, cement or stucco splatters from these surfaces and rinse thoroughly. B. Remove all labels, tape and protection and clean all windows, doors and glass at completion of work. C. Clean all woodwork or painted walls around windows. D. Touch-up or other wise re-finish any surfaces on windows damaged during construction. This shall be done by factory finishers trained to do touch-up work. E. Replace any windows, doors, and sashes that are damaged beyond repair. SCHEDULE 1.16 STEEL WINDOW AND DOOR SCHEDULE A. Window Type Number: Interior J-O,, R-X, see drawings and schedule B. Window Type: Steel Windows C. Manufacturer: Steelcraft or approved equal D. Window Model Number: See drawings END OF SECTION 08510 STEEL WINDOWS AND DOOI'.~c 4 of 4 Southold Animal Shelter 1/31/07 PART 1 GENERAL 1.1 SUMMARY A. SECTION 08520 ALUMINUM W1NDOWS Aluminum operable and fixed windows, thermal break, insulated glazing, large missile impact resistant 1.2 RELATED SECTIONS A. Section 03331 - Structural Concrete Insulating Panel B. Section 08710 -- Finish Hardware C. Section 08810 -- Glazing 1.3 REFERENCES A. AAMA/NWWDA 101/I.S.2 "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors B. AAMA 502 "Voluntary Specification for Field Testing of Windows and Sliding Glass Doors C. AAMA 611 "Voluntary Specification for Anodized Architectural Aluminum D. AAMA 701 "Voluntary Specification for Pile Weathersthpping E. AAMA 800 "Voluntary Specifications and Test Methods for Sealants F. AAMA 902 "Voluntary Specification for Sash Balances G. AAMA 910 "Voluntary 'Life Cycle' Specifications and Test Methods for Architectural Grade Windows and Sliding Glass Doors H. AAMA 1503 "Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections I. AAMA 2604 "Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels J. AAMA 2605 "Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels K. AAMA CW-10 "Care and Handling of Architectural Aluminum from Shop to Site L. ASCA - Architectural Spray Coaters Association ~ ASCA 96 "Voluntary Specification for Superior Performance of Organic Coatings on Architectural Aluminum Curtainwall, Extrusions and Miscellaneous Aluminum Components M. ASTM E 283 "Standard Test Method for Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors N. ASTM E 330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference O. ASTM E 331 "Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference 08521 &LUMINUMWINDOWS I of 9 Southold Animal Shelter 1/31/07 R. 1.4 A. B. ASTM E 547 "Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Cyclic Static Air Pressure Differential ASTM E 774 "Specification for Sealed Insulating Glass Units ASTM E 1996: large missile impact SYSTEM DESCRIPTION Refer to Window Schedule. Design Requirements: Extruded aluminum architectural windows, including tubular aluminum sections thermally broken with supplementary internal support framing as required, shop fabricated, factory prefinished, factory glazed, vision and spandrel glass, related flashings, extruded break and panning metal, prefinished metal sills, anchorage and attachment devices, and window traits conforming to the following configurations: Outward projecting units. Fixed windows Conform to or exceed, Voluntary Specifications for Aluminum Prime Windows and Sliding Glass Doors; ANSI/AAMA 101. F. Glazing: Types indicated on Drawings, schedules and specified in Section 08810. Provide factory installed and warranted glass and glazing. G. Window Classification (Grade): H. Comply with requirements of AAMA Classification for the grade of windows scheduled. I. Performance Requirements: J. Installations at exterior openings shall be designed to withstand the design wind loads for the location of the project with no failure or permanent deflection for positive and negative pressure when tested in accordance with ASTM E 330. L. M. N. O. Wind loads: Refer to Section 01410. Applicable local building code requirements: 120 mph 3 second gust (40///sO. Requirements as defined in ASCE 7, "Minimum Design Loads for Buildings and Other Structures". ANSI Standard A 58.1. Air Infiltration Requirements: Conform to specified ANSI/AAMA standards and following, whichever is more stringent: Air Infiltration Test: With the sash in a closed and locked position, subject window to an air infiltration test per AAMA/NWWDA 101/I.S. 2, Air Infiltration Test. Air infiltration: Insert 1Not to exceed 0.10 cubic feet per minute per foot of crock length. Adjust sash to operate in either direction with a force not exceeding 4-1/2 potmds after sash is in motion. 2 Maximum Rate: 0.3 cubic feet per minute per square foot of area at an inward test pressure of 6.24 pounds per square foot. R. Water Resistance Test: 08520 ALUMINUM WINDOWS 2 of 9 Southold AnimalShelter 1/31/07 U. V. W. BB. 1.5 A. 1.6 A. Unit passes when no water passes the interior face of the window frame and there is no leakage as defined in the test method. Test Pressure: 20 percent of positive design pressure, but not more than 12 pounds per square foot. Uniform Load Structural Test: Static air pressure difference: 1.5 times the design wind class. At conclusion of test there shall be no glass breakage, permanent damage to fasteners, hardware parts, support arras or actuating mechanisms, nor other damage that would cause the window to be inoperable. Permanent deforraation of frame, sash, or ventilator member shall not exceed 0.4 percent of its span. Design systems to accommodate deflection of lintel without damage to components or deterioration of seals, movement between window and perimeter framing. Maintain continuous air and vapor barrier throughout assembly, primarily in line with inside pane of glass and heel bead of glazing compound. Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to the exterior by a weep drainage network, and provide pressure equalization of these spaces. Large missile impact testing. (NYSBC) AAMA Designation: AW-65 SUBMITTALS Shop Drawings: Indicate opening elevations and dimensions, configurations, fastening types, methods of glazing, framed opening requirements and tolerances, mullion details, affected related Work; installation requirements; and termination details. Provide verification of parts, constmction to meet testing criteria. Product Data: Provide window component specifications and characteristics, anchorage and fasteners, glass and glazing specifications, and internal drainage details. Samples: provide color and glass samples. Submit all relevant test reports. Certification: Where manufacturer's standard window units comply with specified requirements and have been tested, provide certification by window manufacturer showing compliance with such tests. Where custom or modified standard unts are required to meet specified requirements, perform tests through a recognized independent testing laboratory or agency and provide certified test to the Architect. Sample warranty QUALITY ASSURANCE Manufacturer and Installer: Company specializing in manufacturing and installing commercial and institutional aluminum windows with minimum 10 years documented experience. Preinstallation meeting to verify manufacturer's installation instructions, warranty requirements and detailing requirements for structural type. 08520 ALUMINUM WINDOWS Southold Animal Shelter 1/31/07 C. Verify all field conditions/measurements before ordering. 1.7 DELIVERY, STORAGE, AND HANDLING A. Protect pre-finished aluminum surfaces with wrapping. coatings that bond when exposed to sunlight or weather. B. Handle Work of this Section per AAMA C W #10. Do not use adhesive papers or sprayed 1.8 PROJECT CONDITIONS A. Environmental Requirements: B. Do not install joint sealers when ambient temperature is less than 40 degrees F. C. Maintain this minimum temperature during and 24 hours after installation of joint sealers. 1.9 COORDINATION A. Coordinate Work of this Section with other related trades. 1.10 A. B. C. SPECIAL WARRANTY Warranty: Window manufacturer/installer guarantee Work against material and workmanship defects after completion and final acceptance of Work. Repair defects from faulty materials or workmanship developed during the guarantee period, or replace with new materials, at no expense to Owner. Warranty on finish: Standard manufacturer's warranty. PART2:PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide equal product to the scheduled manufacturer and product, large missile test, 120mph performance required. B. Product from 1 of the following approved manufacturers: 1) YKK AP Aluminum Windows. 2) Efco Aluminum Windows 3) Substitutions: Comply with Section 01630. 2.2 WINDOWS A. Window Type Number: C,D, E 1) Window Type: Fixed Impact 2) Manufacturer: YKK AP 3) Window Model Number: YOW 225 TUH 4) Frame Size: See window schedule 5) Condensation Factor: 60 6) Thermal Rating: U of .45 Insulated, 1" min. 7) Window Grade: As per tested assemblies 8) Window Exterior Finish: Clear anodized 9) Screen Type: NA 08520 ALUMINUM WINDOWS 4 oft~ Southold Animal Shelter 1/31/07 I0) Hardware: NA B. Window Type Number: F,G, H 1) Window Type: Fixed, storefront system 2) Manufacturer: YKK AP 3) Window Model Number: 50 TH 4) Frame Size: 5 1/4 in. depth 5) Frame Size: See window schedule 6) Thermal Rating: U value: .42 BTU per HR per SQ. FT. per F with I in. insulated, Low E glazing 7) Window Grade: As per tested assemblies 8) Window Exterior Finish: Clear anodized, AAMA 612-02 9) Screen Type: NA 10) Hardware: NA C. Window Type Number: A, B 1) Window Type: Projected Out Windows 2) Manufacturer: YKK AP 3) Window Model Number: YOW 225 TUH 4) Frame Size: 2 1/4 in. Frame Depth 5) Frame Size: See window schedule 6) Condensation Factor: Min 60 7) Thermal Rating: U-- .45 8) Window Grade: As per tested assemblies 9) Window Exterior Finish: Clear anodized, ASTM B, 221 (.05" min ) 10) Screen Type: Full 11) Hardware: Cam Locks, 4 Bar Hinges 12) Hardware Finish: White bronze D. Refer to Window Schedule for products required of this Section. E. Fasteners: Aluminum, stainless steel, or other materials warranted by manufacturer to be non- corrosive and compatible with aluminum window members, trim, hardware, anchors, and other components of window units. F. Do not use exposed fasteners on exterior, except where unavoidable for application of hardware. Match finish of adjoining metal. G. Provide non-magnetic stainless steel Phillips flat-head machine screws for exposed fasteners, where required, or special tamper-proof fasteners. H. Locate fasteners so as not to disturb the thermal break construction of window units. I. Anchors, Clips, and Accessories: Depending on strength and corrosion-inhibiting requirements, fabricate units of aluminum, non-magnetic stainless steel, or hot-dip zinc coated steel or iron complying with ASTM A386. J. Thermal barrier: Provide continuous thermal barrier by means of structural, bonded high density polyurethane. K. Glass and Glazing Materials: Specified in Section 08810. Refer to Window Schedule and types and verify with manufacturer. 0Y52(I ALUMINUM WINDOWS 5 of 9 Southold Animal Shelter 1/31/07 Sealant: Elastomeric type as recommended by window manufacturer for joint size and movement indicated, to remain permanently elastic, non-shrinking, non-skinning, and non-migrating. Provide product complying with AAMA Specification #803 and 4/808. 2.3 COMPONENTS A. Aluminum Sills: As detailed. B. Insect Screens Type, Color and Material: Refer to Product Schedule above. Exposed Hardware Material and Finish: Non-corrosive material compatible with aluminum. Bronze cam handles and strikes. 4 bar stainless steel hinges for projected windows, white Refer to Product Schedules. 2.4 FABRICATION General: Provide manufacturer's standard fabrication and accessories that comply with Specifications and indicated standards, except to extent more specific or more stringent requirements are indicated. Include complete system for assembly of components and anchorage of window units and prepare complete pre-glazing at factory. Main fi.me and sash members: Nominal thickness of not less than 0.062 inches or as required by tests, except for fin trim either integral or applied. Frame sill member nominal thickness of not less than 0.094 inches. Comply with Aluminum Association for standard wall thickness tolerance: Secondary members, such as friction tabs, shoes, weatherstripping guides, etc.: Aluminum or a material compatible with aluminum. D. Inserts: Hollow extruded horizontal sections not less than 1-3/8 inches in thickness. Thermal-Break Construction: Fabricate aluminum window units with an integrally concealed low conductance thermal barrier, located between exterior materials and window members exposed on interior, in a manner that eliminates direct metal-to-metal contact. F. Construction: Assemble window units in a secure and workmanlike manner to perform as hereinafter specified. Fabricate joints of the main frame and the sash as butt type, coped, and joined neatly and secured by means of screws anchored in integral pons. Seal main frame at sill on outside with a narrow joint sealant complying AAMA 803 specification for narrow joint sealants. Mullions - Other Structural Members: Capable of withstanding load outlined under Uniform Load specified load requirements, without deflecting more than 1/175th of its span when mullion units occur, whether they are jointed by integral mullions, independent mullions, or by a combination of frame members. I. When independent or integral mullions are used to join windows, provide thermal break as specified. J. Evidence of compliance will be by mathematical calculations. K. Sash: L. Join sash at comers with screws in integral screw ports. M. Design sash for easy removal from fi.me for either cleaning or repair. Design sash for easy re- glazing without aid of special tools. 08520 ALUMINUM WiNDOWS 6 oft; Southold Animal Shelter 1/31/07 2.5 CASING COVER SYSTEM A. Exterior Casing Covers: B. Extruded prime alloy aluminum 6063-T5 or no less than nominal 0.080 inch wall thickness. C. Secure casing cover sections at the comers with stainless steel screws in integral screw ports with the joints back sealed using a good quality sealant. D. Exposed screws, fasteners, or pop rivets are not acceptable on the exterior of the casing cover system. E. Exterior Mullion Covers: Extruded aluminum shape to provide rigidity. Wall thickness no less than nominal 0.062 inches thick. Casing cover section seal is a continuous bulbous vinyl weatherstrip that is interlocked within the mullion cover. F. Interior Trim: Interior trim, closures, and angles as specified and detailed and of extruded shapes. No less than 0.062 inch nominal wall thickness. G. Supply snap trim in required lengths and attach with clips spaced no more than 18 inches on center. H. On interior trim, no exposed screws will be allowed. 2.6 FINISHES A. General: Comply with the NAAMM "Metal Finishes Manual" for recommendations relative to application and designations of finishes. B. Preparation: Provide cleaning, &greasing, and chromate conversion coating as standard substrate preparation. C. Exposed Aluminum Surfaces: Clear anodized with clear protective composite coating. Refer to Product Schedule above. D. Exposed surfaces free of scratches and blemishes. E. Extrusions shall be given a caustic etch followed by an anodic oxide treatment and then sealed with an organic coating applied with an electrodeposition process. F. Anodizing coating shall comply with AAMA 612-02. G. Minimum coating thickness shall be .7 mils. H. Test finishes I. Apply .5% solution NaOh, sodium hydroxide, to small area of finished sample area. Leave in place for sixty minutes. Lightly wipe of. Do not clean area further. J. Submit samples with test area noted on each sample. K. Removable protection of factory applied finishes L. Apply coat of bituminous paint to concealed aluminum and steel surfaces in contact with cementitious or dissimilar materials. PART 3: EXECUTION 08520 ALUMINUM WINDOWS - of 9 Southold Animal Shelter 1/31/07 3.1 EXAMINATION A. Verify wall openings and adjoining air and vapor seal materials are ready to receive Work of this Section. B. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION A. Verify site conditions and protect adjacent work and finishes. B. Protect aluminum members from contact with masonry, steel and concrete using bituminous coating. Shim and brace system before anchoring. Install window frames, glass and glazing, and hardware per manufacturers' instructions. C. Attach window frame and shims to perimeter opening, anchored securely in place to structural support to accommodate construction tolerances and operating conditions. D. Align windows plumb, level, and true to line, without warp or rack of frames or sash. Maintain dimensional tolerances, aligning with adjacent Work. Anchor securely in place. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action. E. Set sill members and other members in bed of compound to provide weathertight construction. Seal units following installation and as required to provide weathertight system. F. Provide thermal isolation where components penetrate or disrupt building insulation. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier. G. Coordinate attachment and seal of perimeter air and vapor barrier materials. H. Install operating hardware. I. Install perimeter sealant, backing materials, and installation criteria per Section 07910. J. Verify weep holes are open and joints sealed 3.3 FIELD QUALITY CONTROL A. On-Site Tests - Installed Operable Windows: B. Conduct on-site tests for air and water infiltration as specified by a Certified Testing Laboratoxy under provisions of Section 01460. Architect will select at random a minimum of 4 operable window units at Project job site to be tested. C. Repair window units failing to meet performance requirements specified herein and replace with new units until unit complies with performance requirements, without additional costs to Owner. D. Tests and retests paid for by window supplier. E. Independent Testing Agency per Section 01430. F. If any 1 test fails, test 1 additional window made above and beyond the original specified quantity of tests. G. B.Manufacturer's field services: Upon owner's request, rovide manufacturer's field service consisting of product use recommendations and inspection of product installation in accordance with manufacturer's instructions. 08520 ALUMINUM WINDOWS $ of 9 Southold Animal Shelter 1/31/07 3.4 TOLERANCES A. Maximum Variation from Level or Plumb: 0.06 inches every 3 feet non-cumulative, or 0.5 inches per 100 feet, whichever is less. B. Maximum misalignment of 2 adjoining members abutting in plane: 1/64 inch. C. Joints: hairline and square D. Variation in squaring diagonals: 1/16 inch 3.5 ADJUSTiNG A. Adjust operating sash and hardware to provide tight fit at contact points and at weatherslripping, for smooth operation and weathertight closure. B. Lubricate hardware and moving parts. 3.6 CLEANiNG A. Clean aluminum surfaces promptly with a solution of mild detergent in warm water and apply with soft, clean wiping cloths. Remove dirt from comers. Wipe surfaces clean. Exercise care to avoid damage to protection coatings and finishes B. Remove excess glazing and sealant compounds, dirt, and other substances. C. Clean glass promptly after installation of windows. Remove glazing and sealant compounds, dirt, and other substances. D. Remove excess joint sealer by method acceptable to joint sealer manufacturer. E. Remove strippable coating from aluminum components. 3.7 PROTECTION Initiate protection and other precautions required to ensure that window units are without damage or deterioration (other than normal weathering) at time of acceptance. END OF SECTION 08520 ALUMINUM WINDOWS 9 of 9 Southold Animal Shelter 1/31/07 PART 1 GENERAL 1.1 SECTION INCLUDES A. 1.2 1.3 SECTION O862O UNIT SKYLIGHTS Production fabricated, fixed, structurally glazed, curb mount skylight with maintenance free, roll-formed aluminum exterior frame, as indicated on window schedule.. Skylight shall meet requirements of large missile impact tests and winds of 120 mph. Glazing shall be such that screening is not required. RELATED SECTIONS 07410 Metal Roof REFERENCE STANDARDS A. ANSI/ASTM E 283 - Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors. B. ANSIdASTM E 330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. C. ANSI/ASTM E 331 - Test Method for Water Penetration of Exterior Windows, Curtain Wails, and Doors by Static Air Pressure Difference. D. AAMA/WDMA/1600/IS7 - Voluntary Specifications for Skylights. E. ANSI/ASTM E 1886 - Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. (impact glazing only) F. ANSI/ASTM E 1996-02 - Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Storm Shutters Impacted by Windbome Debris in Hurricanes. (impact glazing only) G. ICBO Evaluation Services Acceptance Criteria AC 17 - Acceptance Criteria for Sloped Glass Glazing in Solariums, Patio Covers, and Prefabricated Skylights. H. National Fenestration Rating Council, NFRC -100, Procedure for Determining Fenestration Product U-factors. I. National Fenestration Rating Council, NFRC - 200, Procedure for Determining Fenestration Product Solar Heat Gain Coefficients at Normal Incidence. J. Occupational Safety & Health Administration, OSHA (Standards - 29 CFR 1910.23, Guarding Floor and Wall Openings and Holes. 08620 UNIT SKYLIGHTS I of 4 Southold Animal Shelter 1/31/07 1.4 1.5 1.6 QUALITY ASSURANCE Curb mount skylight with maintenance free exterior roll-formed aluminum frame and components required for complete and weatherproof installation shall be manufactured to the highest standards of quality and craftsmanship in accordance with Manufacturing Standards. Warranty by the manufacturer for 20 years on the insulated glass unit performance as described in the manufacturers published literature, 10 year warranty on all factory glazed unit components as described in manufacturers published literature. SYSTEM DESCRIPTION Skylight: Structurally glazed, roll-formed aluminum frame, maintenance free, production fabricated glazing and anchorage. B. Configuration: Fixed, curb mount. PERFORMANCE REQUIREMENTS Nation Evaluation Report NER -550: Model FCM fixed curb mount skylight to withstand dead and live loads caused by pressure and uplift of wind acting normal to plane of roof as tested in accordance with ICBO Evaluation Service Criteria AC-17 to a download pressure of 1.92 KPa - 5.79 KPa (40 - 121 psf) and an uplift pressure of 2.15 KPa - 5.27 KPa (45 - 110 psf) as measured in accordance with ANSI/ASTM E 330. Limit member deflection to flexure limit of glass with full recovery of glazing materials. System to accommodate, without damage to components or deterioration of seals, movement between I.G. unit and perimeter sealant. Air leakage through assembly limited to 1.02 L/s/m2 (0.2 cfm/ft2), measured at a reference differential pressure across assembly of 75 Pa (1.57 psf) as measured in accordance with AAMAJWDMA/1600/IS7 and ANSI/ASTM E 283. Water infiltration: No water penetration noted when measured in accordance with AAMA/WDMA/1600/IS7 and ANSI/ASTM E 331 with a test pressure differential of 140 Pa (2.92 pst'). Weep drainage system designed to channel water entering joints, condensation occurring in glazing channel, or migrating moisture occurring within system to exterior by means of sanoprene gasket with integrated condensation gutter. Thermal Performance: Tested, certified and labeled in accordance with NFRC 100 and 200 procedures, Model FCM has u-factor values of 0.40 and SHGC ratings of 0.34. Model FCM with impact glazing (0099 69): Tested and certified in accordance with ANSI/ASTM E 1886 and ANSI/ASTM E 1996-02. 08620 UNIT SKYLIGHTS 2 of 4 Southold Animal Shelter 1/31/07 1.7 1.8 I. Fall Protection: Model FCM with laminated glass (0074) tested to meet or exceed the intent of OSHA 29 CFR 1910.23(e)(8) for fall protection and NYS Building Code Section 2405. Model FCM tested to 1400 fl/lbs with no glass breakage. SUBMITTALS A. Product Data: for fixed curb mount skylight, sizes and glazing options and protectin B. Glazing sample DELIVERY, HANDLING, STORAGE A. Deliver products in manufacturer's original containers dry, undamaged, seals and labels intact. B. Store and protect products in accordance with manufacturer's recommendations. PART 2 2.1 2.2 2.3 2.4 PRODUCTS MANUFACTURER A. VELUX America Inc. product Model FCM fixed curb mount B Approved equal MATERIALS A. Maintenance-free Exterior Aluminum Frame: Roll-formed 15 gauge, 1.5-mm (0.06") thick, prefinished umber gray, production engineered and fabricated to fit. B. Fasteners: (Sanoprene Gasket) #6-20.783, Torx, AB Thrd., Stainless Steel COMPONENTS A Gasketing: Factory applied sanoprene gasket to effect drainage. B. Fasteners: (Skylight lens to curb) #8 x 1 ½" wood screw, #2 phillips, pan head, stainless steel (# per skylight as indicated in test requirements). C. Flashing Accessories: Type ECL Flashings is a prefabricated step flashing system designed for use with roofing materials 3/4" thick and for slopes of 3:12 (15 degrees) to 60 degrees. GLASS AND GLAZiNG MATERIALS B. Description of glazing options: Type 0099 69 (Impact Glazing) Laminated Low-E Gas Filled: Exterior lite 3 mm (1/8") clear tempered with Low-E2 coating on surface #2, 11.1 mm (0.44") air space filled with argon gas, interior lite two plies of 2.3 mm (0.090") heat-strengthened laminated with 2.3 nun (0.090") vinyl interlayer. As per tests 08620 UNIT SKYLIGHTS '3 of 4 Southold Animal Shelter 1/31/07 2.5 2.6 FABRICATION A. Fabricate roll-formed aluminum frame with mitered comers, molded ASA UV resistant comer keys, silconed for weather tight fit. B. Fabricate frame components within minimum tolerances enabling installation and movement of frame and dynamic movement of perimeter sealant. C. Permit external drainage channels for migration of moisture to exterior. Provide internal drainage of glazing spaces to exterior through sanoprene gasket with integrated condensation gutter. D. All units are factory glazed with silicone sealant. FINISHES Exterior surfaces: Maintenance free roll-formed aluminum exterior frame with umber gray Kynar 500 polyvinylidene fluoride resin finish. PART 3 EXECUTION 3.1 EXAMINATION A. Verify rough opening dimensions and proper orientation of skylight. 3.2 INSTALLATION A. Install skylight in accordance with manufacturer's installation instructions. B. Align skylight level, free of warp or twist, maintain dimensional tolerances. Attach skylight to field-constructed curb with screws furnished by manufacturer to accommodate construction tolerances and other irregularities. Fasten according to Miami Dade NOA Ct 04 0805.01 Provide thermal isolation when components penetrate or disrupt building insulation. Pack fibrous insulation in rough opening to maintain continuity of thermal barriers. E. Coordinate attachment and seal of perimeter air and vapor barrier material. Install manufacturer's engineered perimeter flashing in accordance with manufacturer's installation instructions to achieve weather tight installation. END OF SECTION 08620 UNIT SKYLIGHTS 4 of 4 Southold Animal Shelter 1/31/07 SECTION 08710 DOOR HARDWARE PART 1 - - GENERAL 1.1 SUMMARY A. Door hardware. B. Sliding window C. Cylinders for packaged door assemblies. D. Thresholds, weather-stripping, seals, and door gaskets. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION: A. Furnish hardware templates, cylinders, and other hardware as required to all steel and aluminum door sections for door and frame preparation 1.3 RELATED SECTIONS A. Section 08110 - Steel Doors and Frames B. Section 08160 - Metal Sliding Glass Doors C. Section 08410 - Aluminum Entrances and Storefronts D. Conduit and power connections: Division 16. 1.4 REFERENCES A. ADA - Requirements for Making Buildings and Facilities Accessible To and Usable by Physically Disabled People. B. AWl - Architectural Woodwork Institute - Quality Standards. C. BHMA - Builders' Hardware Manufacturers Association. D. NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures. E. NFPA 252 - Fire Tests of Door Assemblies. F. UL 305 - Panic Hardware. 08710 DOOR HARDWARE i of 19 Southold Animal Shelter 1/31/07 1.5 SUBMITTALS A. Comply with Section 01330. Shop Drawings: Indicate dimensioning, general construction, specific modifications, component connections, anchorage methods, hardware, and installation procedures, including specific requirements indicated. 1. Submit 1 complete reproducible copy of a hardware schedule. a. List groups and suffixes in proper sequence. b. Completely describe door and list architectural door number. c. Vertical or horizontal schedules only are acceptable. 2. Upon review and acceptance of Hardware Schedule, develop keying schedule in consultation with Owner. Submit copy to Architect for information only. Templates: 1. Submit templates and "reviewed schedule" to door and frame supplier and others as applicable. 2. Templates, wiring schematics and "reviewed schedule" of electrical items to electrical for coordination and verification of voltages and locations. Keying Schedule: 1. Upon review and acceptance of Hardware Schedule, develop Keying Schedule in consultation with Owner. 2. Submit 1 copy to Architect for information only. E. Manufacturer's parts lists and templates. Samples: 1 Sample of hinge, latch-set, and closer illustrating style, color, and finish. 1. Samples: Will be returned to supplier. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions requiring special attention. Electrical Wiring Diagrams: 1. Provide complete electrical wiring diagrams for each opening receiving electrified hardware items. Show where and how each item of electrified hardware is to be connected. 2. Provide wiring diagrams with hardware submission for approval by Architect, and also with hardware items being delivered to Project site. Certification that products comply with large missile impact testing or sound classification designated. 1.6 A. B. OPERATION AND MAINTENANCE DATA Comply with Section 01790. Operating and maintenance manuals: 1. Maintenance instructions for each item of hardware. 2. Catalog pages for each product. 3. Name, address, and phone number of local representative for each manufacturer. 4. Parts list for each product. 5. Copy of final hardware schedule. 08710 DOOR HARDWARE 2 of 19 Southold Animal Shelter 1/31/07 6. Copy of final keying schedule. 7. Provide special wrenches and tools applicable to each different or special hardware component. 8. Provide maintenance tools and accessories supplied by hardware component manufacturer. 1.7 A. B. QUALITY ASSURANCE Comply with Section 01430. Perform Work per the following requirements: 1. ADA - Requirements for Making Buildings and Facilities Accessible to and Usable by Physically Disabled People. 2. NFPA 101. 3. NFPA 252. 4. NYSBC Qualifications: 1. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum 5 years documented experience. Provide Architectural hardware consulting to assist in Work of this Section. 2. Hardware Supplier: Company specializing in supplying commercial and institutional door hardware with minimum 5 years documented experience. Regulatory Requirements: 1. Conform to governing local codes for requirements applicable to fire-rated doors, frames and hardware. 2. Products Requiring Electrical Connection: Listed and classified by Underwriters' Laboratories, Inc., as suitable for the purpose specified and indicated. 3. Accessibility Requirements: Provide door lever handles or cross bars with knurled or other similar approved markings to boiler rooms, and doors serving other hazardous locations per local governing building codes. E. All hardware, both interior and exterior, to be corrosion-resistant. 1.8 DELIVERY, STORAGE, AND HANDLING A. Comply with Section 01600. B. Package hardware items individually. Label and identify each package with door opening code to match hardware schedule. C. Deliver keys to Owner by certified mail or direct hand carry direct from hardware supplier. D. Deliver hardware to be installed during door fabrication to the applicable manufacturer. 1.9 WARRANTY A. Provide 5-year manufacturer's written warranty per Section 01795. B. Warranty: Warrant materials and workmanship against defects including coverage for operation of specified hardware, after completion and final acceptance of Work. 08710 DOOR HARDWARE 3 of 19 Southold Animal Shelter I/31/07 1. Repair defects from faulty materials or workmanship developed during guarantee period, or replace with new materials, at no expense to Owner. C. Replace shortages and incorrect items with correct materials at no additional cost to Owner. At completion of Project, coordinate with qualified factory representative to inspect door closer installations. After this inspection, send certified letter to Architect reporting on conditions, verifying that closer has been properly installed and adjusted. PART 2 - - PRODUCTS 2.1 A. BUTT HINGES List of Hinges: 1. Hardware Item: INTERIOR H1NGE a. Type of Hardware: BUTT HINGE b. Manufacturer: STANLEY OR HAGER c. Hinge Size: 4.5" X 4.5" d. Hinge Construction: HEAVY DUTY, FULL MORTISE e. Hinge Material: STAINLESS STEEL f. Finish: STAINLESS STEEL g. Notes: ANTI-FRICTION, MANU. APPROV. FOR STC TESTED Hardware Item: EXTERIOR HINGE a. Type of Hardware: BUTT HINGE b. Manufacturer: STANLEY OR HAGER c. Model Number: STANLEY F (BB) 179 OR HAGER (BB) 1279 d. Hinge Size: 4.5" X 4.5" or as required by test e. Hinge Material: STAINLESS STEEL fi Finish: STAINLESS STEEL g. Notes: MUST BE PART OF TESTED ASSEMBLY, LARGE MISSILE IMPACT If tested assembly differs from above, use certified products. Subject to compliance with requirements, provide products as listed or from 1 of the following approved manufacturers: 1. Hager. 2. Stanley. 3. McKinney 4. Or approved equal. C. Furnish butt hinges as noted on Hardware Schedule and in general as follows: I. 2 hinges per leaf for openings through 60 inches high or as required by testing. 2. 1 additional hinge per leaf for each additional 30 inches in height or fractions thereof. 3. Standard weight, ball bearing hinge for interior openings through 36 inches wide. 4. Heavy weight, four ball bearing hinge for interior openings over 36 inches wide. 5. Heavy weight, four ball hearing hinge for exterior out swinging openings. 6. Size: Sufficient to clear trim. 7. Provide NRP (Non-Removable Pins) for out-swinging lockable doors. 08710 DOOR HARDWARE 4 of 19 Southold Animal Shelter 2.2 ELECTRIC HINGES 1/31/07 Subject to compliance with requirements, provide products from 1 of the following manufacturers: 1. Hager - ETW. 2. Stanley - CE. 3. McKinney - CC. Provide sufficient number of concealed wires to accommodate electric function of specified hardware. Locate electric hinges at second hinge from bottom of door. Where electric hinges are used in conjunction with exit devices, locate hinge nearest to exit device. Provide mortar guard similar to McKinney MG-16 for each electric hinge specified. 2.3 A. CONTINUOUS GEARED HINGES Subject to compliance with requirements, provide products from 1 of the following manufacturers: 1. Roton 2. Stanley 3. McKinney 2.4 A. FLOOR CLOSERS AND INTERMEDIATE PIVOTS Acceptable Manufacturer and Series: 1. Dorma 2. LCN 3. Dor-O-Matic 4. Or approved equal (if allowed by applicable test) 5. Submit product information for any item not listed in hardware schedule below. Provide floor closer with adjustable swing speed, latch speed, back-check, and automatic hold-open features. Provide closers with built in positive stop at specified degree of opening. Comply with maximum opening force requirements of ADA. 2.5 A. B. C. CYLINDERS AND LOCKS All hardware to be handicap accessible. Where tested assembly is used, comply with tests. List of locks and cylinders: 1. Hardware Item: L-1 ENTRY a. Type of Hardware: Mortise lockset, keyed lever b. Function: Keyed lever w/turn latch Entry/office c. Manufacturer: SCHLAGE d. Series: Heavy commercial e. Model Number: L9453/F20 f. Handle: 06, Rhodes lever g. Cylinder Manufacturer: SCHLAGE 08710 DOOR HARDWARE 5 of 19 Southold Animal Shelter 1/31/07 h. Finish: Satin stainless steel 2. Hardware Item: L-2 PASSAGE a. Type of Hardware: Latch b. Function: Passage c. Manufacturer: SCHLAGE d. Series: D e. Model Number: D10S/F75 f. Handle: 06, Rhodes lever g. Cylinder Manufacturer: SCHLAGE h. Finish: Satin stainless steel Hardware Item: L-3 OFFICE a. Type of Hardware: Latch b. Function: Entrance/Office c. Manufacturer: SCHLAGE d. Series: D e. Model Number: D50PD/F82 f. Handle: 06, Rhodes lever g. Cylinder Manufacturer: SCHLAGE h. Finish: Satin stainless steel Hardware Item: L4 COMMUNICATING LOCK g. h. i. Type of Hardware: Cylindrical key-in-lever Function: Communicating Manufacturer: SCHLAGE Series: D-Series Model Number: D72PD/F80 Handle: Lever Rhodes Cylinder Manufacturer: SCHLAGE Cylinder Model Number: 23-013 Finish: Satin Stainless Steel Hardware Item: L-5 STOREROOM g. h. i. Type of Hardware: Cylindrical key-in-lever Function: Storeroom Manufacturer: SCHLAGE Series: D Model Number: D80PD/86 Handle: LEVER RHODES Cylinder Manufacturer: SCHLAGE Cylinder Model Number: 23-013 Finish: SATIN STAILNESS STEEL Hardware Item: L-6 PRIVACY Type of Hardware: Cylindrical key-in-lever Function: Privacy Manufacturer: SCHLAGE Series: D Model Number: D40S/F76 Handle: LEVER- RHODES Finish: SATIN STAINLESS STEEL 08710 DOOR HARDWARE 6 of 10 Southold Animal Shelter 7. Hardware Item: L-7 ENTRANCE/OFFICE a. Type of Hardware: Cylindrical key-in-lever b. Function: Entrance/Office c. Manufacturer: SCHLAGE d. Series: L e. Model Number: L9050/04 f. Handle: LEVER- RHODES g. Cylinder Manufacturer: SCHLAGE h. Cylinder Model Number: 30-001 i. Finish: SATiN STAINLESS STEEL 1/31/07 Subject to compliance with requirements, provide products as listed or from 1 of the following approved manufacturers or manufacturer required by testing: 1. Schlage. 2. Tesky 3. BEST. 4. Corbin/Russwin. 5. Sargent. Provide sets which are uniform in size, regardless of function, permitting interchanging locksets and latehsets. Locks to be provided with six pin interchangeable core cylinders. 1. Provide wrought boxes and curved lip s~kes with proper lip length to protect trim (projecting not more than 1/8 inch beyond trim). 2. Where special strikes are listed, omit standard strikes, but provide a wrought box. 2.6 EXIT DEVICES A. List of exit and panic devices: Hardware Item: EXIT DEVICE 1 (IfYKK is used) g. h. i. j. k. 1. Type of Hardware: Exit Device Function: Entrance by pull or lever and key Manufacturer: Dor-o-matic Series: 1490 Model Number: 1495 Cylinder Manufacturer: Tesky or Schlage Cylinder Model Number: to match tested assembly and manu. recommendations Handle: standard aluminum bar pull Electric Features: N/A Fire Label: N/A Finish: Anodized Aluminum and/or Stainless steel Notes: handicap accessible, interior set of doors the same as above without lockset Hardware Item: EXIT DEVICE 1 (IfEFCO is used) Type of Hardware: Exit Device Function: Entrance by pull or lever and key Manufacturer: VON DUPRIN Series: 88 Model Number: 8847-F Cylinder Manufacturer: SCHLAGE Cylinder Model Number: 3216 for pull, 3215 (SCHLAGE B502-19) For lever 0871(I DOOR HARDWARE 7 of It5 Southold Animal Shelter h. i. j. k. 1. 1/31/07 Handle: 392-7 PULL OR 06, RHODES Electric Features: N/A Fire Label: N/A Finish: Anodized aluminum or Stainless steel Notes: handicap accessible, prefer 392-7 trim if available, interior set of doors the same as above without lockset Hardware Item: EXIT DEVICE 2 g. h. i. j. k. 1. Type of Hardware: Exit Device Function: Entrance by pull or lever and key Manufacturer: VON DUPRIN Series: 88 Model Number: 8847-F Cylinder Manufacturer: SCHLAGE Cylinder Model Number: 3216 for pull, 3215 (SCHLAGE B502-19) For lever Handle: 392-7 PULL OR 06, RHODES Electric Features: N/A Fire Label: N/A Finish: Anodized aluminum or Stainless steel Notes: handicap accessible, prefer 392-7 trim if available, interior door without lockset. IfYKK is used, Exit device 3 can be used instead Hardware Item: Exit Entry 3 g. h. i. Type of Hardware: Exit Device Function: Entrance by lever and key Manufacturer: VON DUPRIN Series: 33A Model Number: 3347A-L Cylinder Manufacturer: SCHLAGE Cylinder Model Number: Rim D series Handle: 06 Rhodes Finish: Anodized Aluminum Subject to compliance with requirements, provide products as listed or from 1 of the following approved manufacturers: 1. Von Duprin, Inc. 2. Dor-o-matic 3. Sargent Manufacturing Co. 4. Monarch Precision Hardware, Inc. 5. Precision Hardware, Inc. 2.7 A. ELECTRIC STRIKES Subject to compliance with requirements provide products from 1 of the following manufacturers: 1. Von Duprin 2. Folger Adam. Provide electric strikes designed for use with the type of locks shown at each opening where specified. Electric Strikes: UL listed as Burglary-Resistant Electric Door Strikes. 1. UL listed as Electric Strikes for Fire Doors and Frames where required. 08710 DOOR HARDWARE 8 of 19 Southold Animal Shelter 1/31/07 2. Provide non fail-safe type electric strikes unless otherwise specified. Provide transformers and rectifiers for each strike as required. Verify voltage with electrical contractor. 2.8 MAGNETIC LOCKS A. Acceptable Manufacturers: 1. Locknetics 2. Sargent B. Meet ANSI/BHMA A156.23-1992 classification criteria including a minimum holding force of 1200 LBF. C. Equip locks with a SPDT Magnetic Bond Sensing device to monitor whether sufficient magnetic holding force exists to ensure adequate locking. Fully conceal bond sensor within electromagnet to resist tampering or damage. D. Equip magnetic locks with an LED indicator visible from end of lock. E. Equip magnetic locks with a concealed adjustable time delay option to relock door, adjustable from 1 to 90 seconds. F. Provide power supplies for magnetic locks by same manufacturer as locks. G. Provide fasteners, mounting brackets, and spacer bars required per with details. 2.9 A. COORDiNATORS Subject to compliance with requirements provide products from 1 of the following manufacturers: 1. Door Control. 2. Glynn-Johnson. 3. Ives. Surface mounted (frame stop) coordinator with fillers and brackets in prime coat finish and listed by Underwriters Laboratories, Inc. for use as fire exit hardware. Furnish a coordinator for labeled pairs of doors equipped with automatic flush bolts as listed in Hardware Schedule. Furnish filler bars for total opening width, closer mounting brackets, carry bars, and special preparation for top latches where applicable. 2.10 A. CLOSERS List of Closers: 1. Hardware Item: CONCEALED CLOSER 1 a. Type of Closer: Door Closer b. Manufacturer: Dorma c. Model Number: RTS d. Series: RTS88 08710 DOOR HARDWARE 9 of 19 Southold Animal Shelter e. f. g. h. i. j. Grade: A156.4-Cn'ade 1 Closer Mounting: Concealed Overhead Arm Function: Hold open Door Size: 2 fi. 6 in.-4 ft. 0 in. Finish: Aluminum Notes: Exterior grade, handicap accessible Hardware Item: PUSH CLOSER 2 g. h. i. j. Type of Closer: Door Closer Manufacturer: Dorma Model Number: TS93-1-PT Series: TS93 Grade: A156.4-Grade 1 Closer Mounting: Exposed Top Jam Arm Function: Hold Open Door Size: 2 ft. 2 in.-2 ft. 6 in. Finish: Aluminum Notes: Exterior grade, handicap accessible Hardware Item: PUSH CLOSER 3 g. h. i. j. Type of Closer: Door Closer Manufacturer: Dorma Model Number: 8616 Series: 8600 Grade: A156.4-Grade 1 Closer Mounting: Exposed Parallel Arm Arm Function: Dead Stopgrlold Open Door Size: 2 ft. 0 in.-4 ft. 0 in. Finish: Stainless steel Notes: Handicap accessible Hardware Item: PULL TRACK CLOSER 4 g. h. i. j. Type of Closer: Door Closer Manufacturer: Dorma Model Number: TS93-1-THO Series: TS93 Grade: A156.4-Grade 1 Closer Mounting: Exposed Top Jam Arm Function: Hold Open Door Size: 3' Finish: Aluminum Notes: handicap accessible Hardware Item: PULL CLOSER 6 g. h. i. Type of Closer: Door Closer Manufacturer: Dorma Model Number: 8616-PH Series: 8600 Grade: A156.4-Grade 1 Closer Mounting: Exposed Regular Arm Arm Function: Hold-Open Door Size: 2 ft. 0 in.-4 ft. 6 in. Finish: Aluminum 1/31/07 (18710 DOOR HARDWARE 10 of 19 Southold Animal Shelter 1/31/07 j. Notes: Metal cover, handicap accessible. Hardware Item: PULL CLOSER 5 a. Type of Closer: Door Closer b. Manufacturer: Dorma c. Model Number: 8616-PH d. Series: 8600 e. Grade: A156.4-Grade 1 fi Closer Mounting: Exposed Regular Arm g. Arm Function: Hold-Open h. Door Size: 2 fi. 0 in.-4 ft. 6 in. i. Finish: Stainless Steel General Requirements: 1. Closer for Exterior Doors: Equip closer for exterior doors and doors over 36 inches wide with coil spring power adjustment and reversible foot to increase latching power and 70 degrees adjustable back check. 2. Provide non-sized door closer, adjustable to meet maximum opening force requirements of ADA. 3. Closer Accessories: Provide parallel arms, comer brackets, and drop plates as required per details. 4. Closer for Labeled Doors: Provide closer for labeled and 20-minute doors including inactive leaf and pair of doors. 5. Door Swing: 180 degrees where conditions permit unless otherwise noted. 6. Closer Location: Mount closer on room side of corridor doors unless otherwise noted in Hardware Schedule. 7. Provide closer with all weather fluid and a 10 year warranty. 8. Finish on closer to be as noted in Hardware Schedule 9. Install parallel arm mounted closer with 5th hole spacer block with fifth screw. Use shoe support where frames are 5-3/4 inch or less. Subject to compliance with requirements, provide products as listed or from 1 of the following approved manufacturers: t. Dormer 2. LCN. 3. Sargent. 2.11 A. PROTECTIVE PLATES Where protective kickplates (KP) are specified in the Hardware Schedule, furnish plates 2 inches less than door width and 10 inches in height unless noted otherwise. Where bottom rail dimension of the door is too small to accommodate 10 inch height, provide kickplate 1 inch less than rail height. Material: 0.050 inch thick, countersunk for screws, and beveled 4 edges. 1. Hardware Item: KICK PLATE a. Manufacturer: HAGER b. Model Number: 194S c. Size: 8" x 34" d. Material: Stainless Steel e. Finish: Brushed 08710 DOOR HARDWARE 11 of 19 Southold Animal Shelter i/31/07 C. Notes: Push Side, beveled 2.12 A. DOOR STOPS List of Door Stops: 1. Hardware Item: DOOR STOP I a. Type of Hardware: Wall Bumper b. Manufacturer: Ives c. Model: WS447 d. Stop Material: Aluminum e. Finish: Brushed aluminum f. 2. Hardware Item: DOOR STOP 2 a. Type of Hardware: Wall Bumper b. Manufacturer: Ives c. Model: 445 d. Stop Material: Aluminum e. Finish: Brushed Aluminum 2.13 THRESHOLDS, WEATHER STRIPPING, AND JAMB GASKETS A. Where thresholds occur at openings with 1 or more mullions, cut thresholds for mullions and extended continuously for entire opening. B. Provide self-tapping fasteners for weather-stripping being applied to hollow metal frames. C. List of thresholds, weatherstripping, and jamb gaskets: See door schedule and drawings D. Subject to compliance with requirements, provide products as listed or from 1 of the following approved manufacturers: 1. National Guard. 2. Pemko. 3. Reese. 2.14 A. KEYING Type of master keying required: 1. Master key 2. Grand master key Master key or Grand master key cylinders and key in groups, unless otherwise specified. Factory master-key with manufacturer retaining permanent keying records. Provide 6 master-keys for each master-key set. 1. Provide 3 change keys for each lock. 2. Provide 2 control keys for core removal. Submit proposed keying schedule to Architect. If requested, meet with Owner and Architect to review schedule. See proposed keying below. 08710 DOOR HARDWARE 12 of 19 Southold Animal Shelter 1/31/07 E. Provide removable core cylinders for each lock with construction master-keying. Install permanent cores upon completion of Project. 2.15 A. 2.16 A. KEY CABINETS Subject to compliance with requirements, provide products from I of the following manufacturers: 1. Lund; 1200-1205AA. 2. Key Control; M228-2480. 3. Telkee; RWC-AWC. Fumish 1 key cabinet with a capacity of 1.5 times the number of key sets; prepare numerical, alphabetical, and key change index record book; tag keys; and numerically place permanent file keys in cabinet. SLIDING WINDOW HARDWARE Glass Window Rail and Frame: Hafele Sliding Glass Door Fittings Regal- C15 EKU GR with frame and rails. PART 3 - - EXECUTION 3.1 A. EXAMINATION Examine areas and conditions under which Work of this Section will be performed. Correct conditions detrimental to timely and proper completion of Work. Do not proceed until unsatisfactory conditions are corrected. Verify that doors and frames are ready to receive Work and dimensions are as indicated on approved Shop Drawings. Verify that electric power is available to power operated devices and of the correct characteristics. 3.2 INSTALLATION A. Set thresholds for exterior doors in bed of sealant complying with 07910. Secure and permanently anchor thresholds using countersunk, non-ferrous screws to match color of threshold (stainless steel screws at aluminum thresholds). B. Install hardware per manufacturer's instructions. C. Use templates provided by hardware item manufacturer. D. Mortise and cut to close tolerance and conceal evidence of cutting in the finished Work. E. Remove, cover, or protect hardware after fitting until paint or other finish is applied. Permanently install hardware after finishing operations are complete. F. Hang doors with screws inserted and hinges adjusted so doors swing free and do not rattle when closed. Cut holes and mortises in wood doors for locks and other hardware with jig approved or provided by manufacturer of item to be applied. Mount locks so key enters cylinder with smooth 08710 DOOR HARDWARE 13 of 19 Southold Animal Shelter 1/31/07 edge down. Remove or cover hardware after fitting until final painting and cleaning. Reinstall, adjust and test after painting and cleaning is completed. Replace items with damaged finish or non~ functional. Mounting Heights: 1. Install hardware at mounting heights conforming to recommended mounting locations of Builders' Hardware Manufacturers Association. 2. Comply with ADA. Notify Architect of discrepancy or conflict with requirements before proceeding with installation. 3. Install wall stops to engage knobs, levers, or pulls. 4. Install wall and magnetic holders near top of doors, but not more than 78 inches from finish floor line. 3.3 A. FIELD QUALITY CONTROL Employ certified architectural hardware consultant to inspect installation and certify that hardware and installation has been furnished and installed per manufacturer's instructions and this Specification. Send letter stating compliance to Architect upon completion of Project. 3.4 A. B. ADJUSTING AND CLEANING Adjust hardware for smooth operation. Prior to completion of Project, ascertain that door closers are in adjustment so closer completes its full closing cycle in less than 4 to 6 seconds without abrupt change of speed between "Sweep" and "Latch" speeds. Verify that levers are free from binding. Ensure that latchbolts and dead bolts are engaged into strike and hardware is functioning. Turn over wrenches and adjusting tools, provided with hardware, to Owner. Clean hardware and remove tags and wrappings from Project site. When Project is complete, deliver to Owner complete set of special tools required for care, maintenance, and adjustment of hardware items specified under this Section, including changing of cylinders. Provide complete information in cam, maintenance, and adjustment, and data on repair and replacement parts, and information on preservation of finishes. Deliver to Owner, 3 bound copies of catalog pages of hardware supplied. Instruct Owner's personnel in proper adjustment and maintenance of door hardware and hardware finishes. 3.5 PROTECTION A. Do not permit adjacent Work to damage hardware or finish. PART 4 - -SCHEDULE 4.1 HARDWARE SCHEDULE HW-1 DOUBLE ENTRY DOOR, DOUBLE DOOR SET TO HAVE: I 3 per t HINGE I As recommended b7 I I As per approved 08710 DOOR HARDWARE 14 of 19 Southold Animal Shelter 1/31/07 door door manufacturer, test. part of assembly 4 ½' X 4" brass (Hagar) 2 TRIM Standard pull Stainless steel or aluminum 2 EXIT DEVICE Dor-o-matic 1495 Aluminum, As per approved hurricane w/strike, anodized and test guide & screws. Lacquered 1 CYLINDER SCHLAGE - rim 02/04 function 3216 or as recommended by manu. & tests 2 CLOSER Dorma RTS88 series Exterior grade, Concealed hold open option 2 DOOR STOP IVES heavy duty Aluminum wall door stop//443 Note: doors with glass need to have tested assembly for large missile impact, which includes hardware. HW-2 SINGLE ENTRY, keyed: Same as above only for single leaf HW-3 - SINGLE ENTRY WITHOUT LOCK Same as 2, without cylinder Note: doom with glass need to have tested assembly for large missile impact, which includes hardware. HW- 4 SINGLE ENTRY, KEYED Each door to have: 1 ½ PAIR HINGES Slanley F (BB) 179 Stainless steel Heavy duty, 4 1/2" or Hager (BB) antifriction 1279 4 ½" beating, full mortise 1 TRIM VON DUPRIN 3347A-L Key locks lever, with handle #06 STD breakaway option on lever 1 CYLINDER SCHLAGE -RiM D To match series 1 EXIT DEVICE Von Duprin 3347A Aluminum, Concealed vertical rod anodized 1 CLOSER Dorma TS93 series track Aluminum finish push side, stop mounted slide track ann 1 DOOR STOP IVES heavy duty wall Aluminum door stop//443 1 KICK PLATE HAGER 194S 8" x 34" Stainless steel or .05" 16 ga, bevel, aluminum push side Note: doors with glass need to have tested assembly for large missile impact, which includes hardware. HW 4A no closer required HW-5 SINGLE EXTERIOR DOOR, MORTISE Each door to have: 1 ½ PAIR HINGES Stanley F (BB) 179 Stainless steel Heavy duty, antifriction 08710 DOOR HARDWARE 15 of 19 Southold Animal Shelter 1/31/07 4 1/2" or Hager (BB) bearing, full 1279 4 ½" mortise 1 LOCKSET SCHLAGE L9453/F20 Satin stainless ' Turn latch inside steel 1 CLOSER Dorma 8616 series Stainless steel Exterior grade, parallel arm with parallel stainless steel flush transom bracket (to fit door rail) 1 DOOR STOP IVES heavy duty wall Aluminum door stop ~443 1 KICK PLATE HAGER 194S 8" x 34" Stainless steel or .05" 16 ga, bevel, aluminum push side Note: doors with glass need to have tested assembly for larl ~ missile impact, which includes hardware. HW-5A SINGLE EXTERIOR DOOR, MORTISE, NO CLOSER Each door same as HW-5 except no closer is required HW- 6 INTERIOR UNLOCKED DOOR Each door to have: 1 ½ PAIR HINGES 4.5" Stainless steel Heavy duty, antifxiction bearing, full mortise 1 LOCKSET Passage Latch Satin Stainless SCHLAGE D10S/F75 steel 1 CLOSER Donna TS93 series, pull Aluminum finish side, Jamb mounted slide track arm 1 DOOR STOP IVES heavy duty wall Aluminum door stop #/Id3 1 KICK PLATE HAGER 194S 8" x 34" Stainless steel or .05" 16 ga, bevel, aluminum push side HW- 6A INTERIOR UNLOCKED DOOR Same as HW-6 except closer is Donna TS93 series push side, stop mounted slide track arm. HW-6B INTERIOR UNLOCKED DOOR Same as HW-6 without closer HW- 7 INTERIOR ENTRANCE/OFFICE LOCK w/PULL SIDE CLOSER Each door to have: 1 ½ PAIR HINGES 4.5" x 4.5" Stainless steel Heavy duty, antifriction bearing, full mortise 1 LOCKSET Entrance/Office lock, Satin Stainless SCHLAGE D50PD/82 steel 1 CYL1NDER SCHLAGE Standard Satin Stainless lever cylinder 23-013 steel 1 CLOSER Dorma 8616 or Stainless steel or Corrosion 08710 DOOR HARDWARE 1 o of 19 Southold Animal Shelter 1/31/07 SARGENT 1430, Aluminum enamel resistant, special standard operation finish with mst rust inhibitor inhibitor (SRI), metal cover, hold open option 1 DOOR STOP IVES heavy duty wall Aluminum door stop ~45 1 KiCK PLATE HAGER 194S 8" x 34" Stainless steel or .05" 16 ga, bevel, aluminum push side HW- 7A INTERIOR ENTRANCE/OFFICE LOCK without CLOSER Same as 7 with omission of closer HW- 8 INTERIOR COMMUNICATING LOCK Each door to have: 1 ½ PAIR HINGES Stainless steel Heavy duty, antifriction beating, full mortise 1 LOCKSET Communicating lock Satin Stainless SCHLAGE D72PD/F80 steel 1 CYLINDER SCHLAGE Standard Satin Stainless lever cylinder 23-013 steel 1 DOOR STOP IVES heavy duty wall Aluminum door stop #445 1 KICK PLATE HAGER 194S 8" x 34" Stainless steel or .05" 16 ga, bevel, aluminum ~ push side 08710 DOOR HARDWARE 17 of l 9 Southold Animal Shelter HW- 9 INTERIOR STORAGE DOOR Each door to have: 4 HINGES 4.5" x 4.5" Stainless steel Heavy duty, antifi'iction bearing, full mortise 1 LOCKSET Entrance/Office lock, Satin Stainless Mortise lock SCHLAGE Lg050/F04 steel 1 CYLINDER SCHLAGE Standard Satin Stainless lever cylinder 30-001 steel 1 CLOSER Donna 8616 or Aluminum fmish Metal cover SARGENT 1430, option standard operation 1 KICK PLATE HAGER 194S 8" x 34" Stainless steel or .05" 16 ga, bevel, aluminum push side 1/31/07 HW- 10 INTERIOR Storeroom Lock Each door to have: 1.5 PAIR HINGES 4.5" x 4.5" Stainless steel Heavy duty, antifriction bearing, full mortise 1 LOCKSET Storeroom Lock Satin Stainless SCHLAGE D80PD/86 steel 1 CYLINDER SCHLAGE Standard Satin Stainless lever cylinder 23-013 steel 1 CLOSER Donna 8616 or Aluminum finish Metal cover SARGENT 1430, option standard operation I DOOR STOP IVES heavy duty wall Aluminum door stop ff445 1 KICK PLATE HAGER 194S 8" x 34" Stainless steel or .05" 16 ga, bevel, aluminum push side H~V- 10A INTERIOR Storeroom Lock Same as HW-10 except no closer required HW- 11 TOILET DOOR Each door to have: 1 V2 PAIR HINGES 4.5" x 4.5" Stainless steel Mortise 1 LOCKSET BATH/PRIVACY Satin Stainless LOCK, SCHLAGE Steel D40S/F76 1 DOOR STOP IVES heavy duty wall Aluminum door stop ff445 1 KICK PLATE HAGER 194S 8" x 34" Stainless steel or .05" 16 ga, bevel, aluminum push side HW-12 SLID1NG DOORS According to door manufacturer as specified for large missile impact testing. Aluminum pull handles. 08710 DOOR HARDWARE 18 of 19 Southold Animal Shelter Suggested keying: Final decision to be made with client, user, manufacturer and architect. KEYING: MASTER KEY AA Door # Room Name Keying D01 Entry 1AA D03 Lobby 1AA D04 Classroom 4AA D05 Classroom 4AA D06 Staff 1AA D07 Corridor 1AA D08 Kennel 3AA D09 Kennel 3AA D10 Storage AA D11 Corridor 1AA D12 Aco Drop 2AA D 13 Drop-Off Lobby 1 AA D14 Cat Porch 3AA D 15 Cat Porch 3AA D 16 Lobby/cat 5AA D18 Cat Prep 5AA D20 Get Acquainted 10AA D21 Office 9AA D22 Puppy 5AA D23 Classroom corridor 6AA D24 Classroom 4AA D27 Classroom closet 4AA D29 Staff 5AA D31 Kennel 5AA D32 Kennel 5AA D33 Kennel 5AA D34 Prep 5AA D35 Storage 8AA D36 Grooming 5AA D37 Storage 8AA D38 Janitorial 13AA D39 P Mech 7AA D41 Cat Iso 12AA D42 Iso 12AA D43 Exam 11AA D44 Elect. Mech 7AA D45 Office 9AA D46 Hold/Acco 12AA END OF SECTION 1/31/07 08710 DOOR HARDWARE 19 of 19 Southold Animal Shelter 1/31/07 SECTION 08810 GLASS AND GLAZING PART 1 - - GENERAL 1.1 SUMMARY A. Insulating glass and glazing as indicated on Drawings and specified herein. 1.2 RELATED SECTIONS A. Section 06400 - Architectural Woodwork B. Section 07910 - Joint Sealers. C. Section 08 ....All door and window sections 1.3 REFERENCES A. ANSI/ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. B. ANSI Z97.1 - Safety Performance Specifications and Methods of Test for Safety Glazing Used in Buildings. C. ASCE 7, "Minimum Design Loads for Buildings and Other Structures". D. ASTM El300 - Standard Practice for Determining Load Resistance of Glass in Buildings E. ASTM C1036 - Flat Glass. F. ASTM C 1048 - Heat-Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated Glass. G. ASTM E546 - Test Method For Frost Point of Sealed Insulating Glass Units. H. ASTM E576 - Test Method For Dew/Frost Point of Sealed Insulating Glass Units in Vertical Position. I. ASTM E773 - Test Method for Seal Durability of Sealed Insulating Glass Units. J. ASTM E774 - Sealed Insulating Glass Units. K. ASTM E2010- Standard Test Method for Positive Pressure Fire Tests of Window Assemblies L. GANA - Glass Association of North America. 0881f) GLASS AND GLAZING 1 of 8 Southold Animal Shelter 1/31/07 M. Laminators Safety Glass Association - Standards Manual. N. SIGMA - Sealed Insulated Glass Manufacturers Association. 1.4 A. SYSTEM DESCRIPTION Design glass and glazing materials of this Section to provide continuity of building enclosure vapor and air barrier: 1. In conjunction with materials described in Section 07910. 2. To utilize the inner lite of insulated sealed units for the continuity of air and vapor seal. 3. Maintain continuous air and vapor barrier throughout glazed assembly from glass pane to heel bead of glazing sealant. Glass type and thickness shall be determined by using ASTM E 1300. Loads are to be determined using: Refer to Section 01410. 1. NYS Building Code 2. NYS Energy Code 3. Requirements as defined in ASCE 7. Glass and glazing installation at exterior surfaces shall be designed to withstand 120 mph 3 second gusts and large missile impact testing and conform to structural requirements of state and local codes. The probability of breakage to use in calculating the thickness of glass shall be: 1. One lite per thousand for exterior lites above first story and interior overhead applications. 2. Eight lites per thousand for exterior glass at grade and interior applications. Glass and glazing installation at interior partitions shall be able to withstand a lateral load of 5 psf and a point load of 200 pounds anywhere on it's surface or other loading as required by goveming local codes. Limit glass deflection to flexure limit of glass with full recovery of glazing materials, whichever is less. 1.5 SUBMITTALS A. Comply with Section 01330. B. Product Data 1. Glass Types: Provide structural, physical, and environmental characteristics, size limitations, special handling, or installation requirements. 2. Glazing Compounds: Provide chemical, functional, and environmental characteristics, limitations, and special application requirements. Identify available colors. C. Manufacturer's Installation Instructions: Indicate special precautions required. D. Certification: Submit certificates from respective manufacturers attesting that glass and glazing materials provided for Project comply with requirements. 08810 GLASS AND GLAZING 2 of 8 Southold Animal Shelter 1/31/07 Separate Certification will not be required for glazing materials bearing manufacturer's permanent labels designating type and thickness of glass, provided labels represent a quality control program involving a recognized certification agency or independent testing laboratory acceptable to Architect. 1.6 DELIVERY, STORAGE, AND HANDLING A. Comply with Section 01600. B. During storage and handling of glass products, provide cushions at edges to prevent impact damage. C. Protect glass and glazing materials to comply with manufacturer's directions, and as required to prevent edge damage to glass, and damage to glass and glazing materials from effects of moisture including condensation, of temperature changes, of direct exposure to sun, and from other causes. 1.7 A. QUALITY ASSURANCE Glazing Standards: Comply with recommendations of Glass Association of North America (GANA) "Glazing Manual" and "Sealant Manual", except where more stringent requirements are indicated. Refer to those publications for definitions of glass and glazing terms not otherwise defined in this Section or other referenced standards. Safety Glazing Standard: Where safety glass is indicated or required by authorities having jurisdiction, provide type of products indicated which comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for Category II materials and with large missile tests for approved assemblies. 1. Subject to compliance with requirements, permanently mark safety glass with certification label of Safety Glazing Certification Council or another certification agency acceptable to authorities having jurisdiction. Insulating Glass Certification Program: Provide insulating glass units permanently marked, either on spacers or at least 1 component pane of units, with appropriate certification label of inspecting and testing organization indicated below: 1. Insulating Glass Certification Council (IGCC), or Associated Laboratories, Inc. (ALI). Single Source Responsibility for Glass: To ensure consistent quality of appearance and performance, provide materials produced by a single manufacturer or fabricator for each kind and condition of glass indicated and composed of primary glass obtained from a single source for each type and class required. 1.8 PROJECT CONDITIONS A. Environmental Requirements: 1. Do not install glass or glazing materials when ambient temperature is less than 50 degrees F. 08810 GLASS AND GLAZING 3 of 8 Southold Animal Shelter 1/31/07 Maintain minimum ambient temperature before, during, and 24 hours after installation of glazing compounds. 1.9 COORDINATION A. Coordinate Work with glazing frames, wall openings, and perimeter air and vapor seal to adjacent Work. 1.10 A. B. WARRANTY Provide 10 year manufacturer's written warranty per Section 01795. Warrant materials and workmanship provided are guaranteed against defects; including coverage for sealed glass units from seal failure, inter-pane dusting or misting, and replacement of same, after completion and final acceptance of Work. 1. Repair defects from faulty materials or workmanship developed during the guarantee period, or replace with new materials, at no expense to Owner. PART2--PRODUCTS 2.1 A. MANUFACTURERS OR FABRICATORS Subject to compliance with requirements, provide products from 1 of the following manufacturers or fabricators: 1. Advanced Glass Systems. 2. Cardinal IG 3. Falconer Glass Industries. 4. Guardian Industries. 5. Interpane Glass Company. 6. Pilkington Building Products 7. PPG Architectural Glass. 8. Nippon Electric Glass Company. 9. Monsanto Company, Inc. 10. Viracon. 11. or approved other or by manufacturer of tested assembly B. Substitutions: Comply with Section 01630. 2.2 A. GLASS MATERIALS, GENERAL Thickness, stop and bite dimensions, and strengths of glass shall be determined: 1. By the manufacturer of the unit being glazed for factory glazed units, based on the size of the glass and the loading criteria due to impact and wind based on local code requirements and ASTM C 1300. 2. By the installer of site glazed units based on the size of the glass and the loading criteria due to impact and wind based on local code requirements and ASTM C 1300. 08810 GLASS AND GLAZiNG 4 of 8 Southold Animal Shelter 1/31/07 The manufacturer or glazier shall verify in the shop drawings that glass and detailing of the installed unit meets or exceeds the structural requirements of the unit based on governing building and safety codes and ASTM E 1300. Heat treated, clear flat glass shall conform to ASTM C 1036 and ASTM C 1048, Type I, Class 1, quality q3; 1. Kind HS for heat strengthened. Heat treated, tinted flat glass shall conform to ASTM C 1036 and ASTM C 1048, Type I, Class 1, quality q3; 1. Kind HS for heat strengthened. Fire-Rated Glass: Minimum 3/16 inches thick, premium surface polished, UL fire-rated for 1. 20 minute (3325 square inches maximum) 2. 45 minute (3325 square inches maximum) 3. 60 minutes (2721 square inches maximum)]. 2.3 TEMPERED GLASS, GENERAL A. Apply low-e coating to tempered glass after tempering for exterior windows. 2.4 A. G. H. I. SEALED INSULATiNG GLASS MATERIALS Pre-assembled units consisting of organically sealed panes of glass enclosing a hermetically sealed, dehydrated air space, and complying with ASTM E774 for performance classification indicated, as well as with other requirements specified for glass characteristics, air space, sealing system, sealant, spacer material, comer design, and desiccant. Heat-treated panes of kind and at locations indicated on Drawings and tests, or if not indicated, heat- strengthened panes where recommended by glass manufacturer for application indicated, and tempered where indicated, or where safety glass is designated or required. Performance characteristics designated or coated insulating glass are nominal values based on manufacturer's published performance values for units with 1/4 inch panes of glass and 1/2 inch thick air space. U-values indicated are expressed in the number of Btu's per hour per square foot per degree F difference. Sealing System: Dual Seal: 1. Primary sealant: polyisobutylene. 2. Secondary sealant: silicone. Spacer Material: Aluminum. Desiccant: Low Nitrogen Absorbing. Comer Construction: Bent/Soldered. Glass shall have a low-e coating where noted on the Glazing Schedule. 08810 GLASS AND GLAZING 5 of 8 Southold Animal Shelter 1/31/07 2.5 ELASTOMERIC GLAZING SEALANT AND GLAZING TAPES Compatibility: Select glazing sealant and tapes of proven compatibility with other materials with which they will come into contact, including glass products, seals of insulating glass units, and glazing channel substrates, under conditions of installation and service, as demonstrated by testing and field experience. Suitability: Comply with recommendations of sealant and glass manufacturers for selection of glazing sealant and tapes that have performance characteristics suitable for applications indicated and conditions at time of installation. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealant of base polymer indicated which complies with ASTM C920 requirements, including those for type, grade, class and uses. Colors: Provide color of exposed sealant indicated, or if not otherwise indicated, as selected by Architect from manufacturer's standard colors. 1-Part Non-Acid Curing Silicone Glazing Sealant: Type S; Grade NS; Class 25; Uses NT, G, A, and as applicable to uses indicated, and O; and complying with the following requirements for modulus and additional joint movement capability. 1. Medium Modulus: Tensile strength of not less than 45 nor more than 75 PSI (0.5 M Pa) at 100 percent elongation when tested per ASTM D412 after 14 days at 77 degrees F and 50 percent relative humidity. 2. Additional Capability: Test per ASTM C719 for adhesion and cohesion under maximum cyclic movement, to withstand the maximum 40 percent increase and decrease of joint width, as measured at time of application, and remain in compliance with other requirements of ASTM C920. Preformed Butyl-Polyisobutylene Glazing Tape: Manufacturer's standard solvent-free butyl- polyisobutylene formulation with a solids content of 100 percent; complying with AAMA A- 804.1; in extruded tape form; non-staining and non-migrating in contact with nonporous surfaces; packaged on rolls with a release paper on 1 side; with or without continuous spacer rod as recommended by manufacturers of tape and glass for application indicated. G. General: Provide products of type indicated and complying with the following requirements: 2.6 GLAZING ACCESSORIES Compatibility: Provide materials with proven record of compatibility with surfaces contacted in installation. B. Cleaners, Primers, and Sealers: Type recommended by sealant or gasket manufacturer. C. Spacer Shims: Silicone, 50 to 60 Shore A Durometer hardness, minimum 3 inch long by 1/2 the height of the glazing stop by thickness to suit application. Self adhesive on 1 face. D. Edge Blocks: Silicone blocks as required for compatibility with glazing sealant, of size and hardness required limiting lateral movement, side-walking) of glass. 08810 GLASS AND GLAZING 6 of 8 Southold Animal Shelter 1/31/07 Setting Blocks: Extruded Type II silicone robber, ASTM D2240, Type A, 80-90 Shore A Durometer hardness, length of 0.1 inch for each square foot of glazing, or minimum 4 inch by width of glazing rabbet space minus 1/16 inch by height to suit glazing method and pane weight and area. Black color. PART 3 - - EXECUTION 3.1 A. EXAMINATION Examine areas and conditions under which Work of this Section will be performed. Correct conditions detrimental to timely and proper completion of Work. Do not proceed until unsatisfactory conditions are corrected. Verify that openings for glazing are correctly sized and within tolerance. Clean glazing channels, stops, and rabbets to receive the glazing materials, making free from obstructions and deleterious substances that might impair Work. 1. Remove protective coatings that might fail in adhesion or interfere with bond of sealant. 2. Comply with manufacturer's instructions for final wiping of surfaces immediately prior to application of primer and glazing compounds or tapes. 3.2 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. C. Prime surfaces to receive glazing compounds per manufacturer's recommendations. 3.3 A. HANDLING Comply with combined printed recommendations of glass manufacturers, of manufacturers of sealant, gaskets, and other glazing materials, including those of referenced glazing standards. Protect glass from edge damage during handling and installation. Use a foiling block in rotating glass units to prevent damage to glass comers. Do not impact glass with metal framing. Use suction cups to shift glass units within openings. Do not raise or drift glass with a pry bar. Remove from Project and dispose of glass units with edge damage or other imperfections of kind that, when installed, weakens glass and impairs performance and appearance. 1. Use a foiling block in rotating glass units to prevent damage to glass comers. Use suction cups to shift glass units within openings. 2. Remove from Project and dispose of glass units with edge damage or other imperfections of kind that, when installed, weakens glass and impairs performance and appearance. 3.4 iNSTALLATION A. General Glazing 08810 GLASS AND GLAZING 7 of 8 Southold Animal Shelter 1/31/07 Install setting blocks of proper size in sill rabbet, located 1/4 of glass width from each comer, but with edge nearest comer not closer than 6 inches from comer unless otherwise required. Provide spacers inside and out, of correct size and spacing, to preserve required face clearances except where gaskets or glazing tapes with continuous spacer rods are used for glazing. Provide 1/8 inch minimum bite of spacers on glass and use thickness equal to sealant width, except with sealant tape use thickness slightly less than final compressed thickness of tape. Provide edge blocking to comply with requirements of referenced glazing standard, except where otherwise required by glass unit manufacturer. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. Apply primers to joint surfaces where required for adhesion of sealant. Gasket Glazing: 1. Install gasket glazed glass as per manufacturers printed instructions. 3.5 A. FIELD QUALITY CONTROL Manufacturer's Field Services: 1. Obtain manufacturer's field services per Section 01430. 2. Require glass and glazing product manufacturers to provide field inspection of installation of their products per Section 01430. 3. Monitor and report installation procedures, unacceptable conditions and field conditions encountered. 3.6 CLEANING A. Remove glazing materials from finish surfaces. B. Remove labels after Work is complete. C. Clean glass. Free of smears, smudges, streaks, and spilled or splattered materials. 3.7 A. PROTECTION Protect glass from breakage after installation by promptly installing streamers or ribbons, suitably attached to the framing, and held free from glass. Do not apply waming markings, streamers, ribbons or other items directly to glass, except as specifically directed in writing by Architect. PART 4 - -SCHEDULE 4.1 GLAZING SCHEDULE See window schedule on drawings and test reports for glazing types and requirements. END OF SECTION 08810 GLASS AND GLAZING 8 ofg Southold Animal Shelter 1/31/07 SECTION 09210 SPRAY APPLIED ACOUSTICAL CEMENT PLASTER (ALTERNATE 4, Archtectural Contract) PART 1: 1.1 1.2 GENERAL WORK iNCLUDED: A. Extent of sprayed on decorative/acoustical insulation is indicated on drawings and finish schedule. RELATED SECTIONS: Applicable substrate Division 15 - Mechanical Division 16 - Electrical. 1.3 1.4 REFERENCES A. ASTM E580 - ASTM E1264 - Classification of Acoustical Ceiling Products. B. CISCA (Ceilings and Interior Systems Contractors Association) - Acoustical Ceilings; Use and Practice. SUBMITTALS A. Submit manufacturer's installation instructions, test data substantiating compliance with quality assurance. B. Submit 12 inch square sample of sprayed on acoustical material showing texture variations and colors for approval. Resubmit as required until approved. All samples must be certified by manufacturer that they are representative of the texture which was acoustically tested in supporting acoustical test reports. C. Submit samples of trims and accessory to be used. D. Submit test reports from all suppliers showing material to be 100% free of asbestos, rr~neral fiber, polystyrene and cellulose. E. Submit certification of applicator licensing and list of five projects completed with contact information. F. Execute site mock up with termination and joint details G. Submit sample warranty for product and installation. 1.5 QUALITY ASSURANCE: 09210 Spray Applicd Acoustical Cement Plaster 1 of 4 Southold Animal Shelter A. 1/31/07 Provide Portland Cement-Vermicuhte material which has been tested to and achieved the following values: TEST METHOD/ AUTHORITY ASTM E605 ASTM E761 ASTM E 736-86 ASTM E-84-87 ASTM C423-84A PROPERTY Density Compressive Strength Bond Strength Surface Burning Characteristics Sound Absorption University of Pittsburgh Toxicity Toxicity Test ASTM E 136 Combustibility ASTM D2240 Hardness VALUE 41Lbs./Cu. Ft. 800psi. 6800 Lbs./Sq Ft 0 Flame Spread 0 Smoke Developed 0.60NRC ~ 1" Thick 0.50 NRC ~ .5" Thick LCso > 300 Grams Non-Combustible 70 Provide testing results and procedures which have been certified by an accredited independent testing laboratories. Peak thickness of test samples must be determined and reported by acoustical laboratory. Nominal thicknesses are not acceptable unless peak thicknesses are also reported. NRC not less than 0.60 at 1 inch thickness and coefficient not less than 0.35, (+ or - 0.01), at 250 Hz. Conduct testing on solid backing with no air gap. Installer: licensed by manufacturer. Control Sample: Prior to installation of final coat, apply an ama of 50 sq. fi. in presence of architect, include termination, joint details for approval of finish, texture and workmanship, as selected from samples. 1.6 DELIVERY, STORAGE, AND PROTECTION D. Comply with Section 01600. E. Deliver materials in their original, unopened packages, and protected from exposure to the elements. Packaging should identify manufacturer, product, and U.L testing. F. Store in a clean, dry place off the ground on pallets until installation. G. Remove damaged or deteriorated materials from premises. 09210 Spray Applied Acoustical Cement Plaster 2 of 4 Southold Animal Shelter 1/31/07 1.05 A. WARRANTY Manufacturer shall warrant the material to be supplied, agreeing to repair/replace that which has cracked, flaked, dusted excessively, peeled or fallen from substrate, or otherwise deteriorated to a condition where it would not perform effectively as intended for a sound absorbent purpose; due to defective materials. The warranty period will be 10 years from date of substantial completion. PART 2: PRODUCTS 2.1 2.2 MANUFACTURER A. Pyrok Inc., Mamaroneck, NY (914) 277-5135 or approved equal. MATERIALS B. C. D. Acoustement 40 Spray applied cementation acoustic coating Color shall be white or selected by the architect. Texture shall be Semi-Smooth troweled finish. Thickness shall be 1" or as otherwise listed on fmish schedule. 2.3 ACCESSORIES A. Clips, end pieces, expansion joints, to be non-corrosive and approved by manufacturer, finish to be approved by architect. B. Provide other materials, not specifically described but required for a complete and proper installation, subject to approval of Architect. PART 3: 3.1 EXECUTION INSPECTION AND PREPARATION A. Examine all substrate and conditions. Substrate to be approved by manufacturer (equal to V2" hardibacker board by James Hardie. B. Assure substrate is free of oil, grease, dirt, paint, or other matter which would impair bond or install metal lath as recommended by the manufacturer. C. Do not proceed until said substrate and conditions are acceptable. D. Prepare substrate by filling voids and cracks and offsets, remove projections that result in telegraphing presence of imperfections. E. Prime substrate with primer or bonding agent as recommended by the manufacturer. F. Do not apply insulation material when temperature is below 40 degrees F (ambient), or substrate is below 40 degrees F. 09210 Spray Applied Acoustical ( cmem Plaster 3 of 4 Southold Animal Shelter 3.2 3.3 1/31/07 G. Mask all adjoining surfaces in order to minimize damage from overspray. H. Provide ventilation if required, and avoid excess drying rates. I. Provide tarps or temporary enclosures as necessary to confine operations. J. Perform all patching and repairing of insulation required to be done due to cutting, etc., by other trades. APPLICATION A. Apply in accordance with manufacturer's instructions (except no spray pass shall exceed 1/4" thickness) using any rotary-stator plastering pump or other spray equipment appmved by the manufacturer. B. Install to thickness indicated or thickness required to achieve NRC specified. C. Maximum variation from flatness: 1/8" in 10 feet. D. Ensure that texture and color are all as per control sample. CLEANING AND PATCHiNG A. Remove overspray and fall out material immediately upon completion of the work in each area. Clean surfaces to remove evidence of soiling. Repair or replace damaged work surfaces to acceptable conditions. B. Coordinate work with other work, to minimize possibility of damage to insulation resulting from performance of subsequent work. As other units of work are completed in each area, patch damaged areas or surfaces of insulation by over spraying to match original installations, or by patching procedures as required to provide acceptable results. PART 4 -- SCHEDULE 4.1 Schedule: A. Finish Type Alternate g4 Pyrok, Inc. Acoustement 40 END OF SECTION 09210 Spray Applied Acoustical Cement Piaster 4 of 4 Southold Animal Shelter 1/31/07 SECTION 09212 SPRAY-ON ACOUSTICAL FINISH (CELLULOSE) PART 1 - - GENERAL 1.1 SUMMARY A. Extent of acoustical spray-on finish as located the finish schedule B. Related accessories and attachments indicated on Drawings and specified herein. 1.2 RELATED SECTIONS: A. Division 15 - Mechanical B. Division 16 - Electrical. 1.3 REFERENCES A. ASTM E84 - Test Method for Surface Burning Characteristics of Building Materials. B. ASTM E580 - ASTM E1264 - Classification of Acoustical Ceiling Products. C. CISCA (Ceilings and Interior Systems Contractors Association) - Acoustical Ceilings; Use and Practice. 1.4 SUBMITTALS A. Comply with Section 01330. B. Submit samples of acoustic finish and trims, including color choices, coatings. C. Site mock-up minimum 5' x 5' with joint details. D. Submit manufacturer's ISO 9001:2000 Certification and verification of at least 5 years of experience. E. Manufacturer's certifications that product contains no asbestos, fiberglass or other man-made mineral fibers and is a Classification A finish as per NYSBC. F. Submit manufacturer's approval and certification of installer G. Submit manufacturer's installation instructions H. Submit test reports by independent laboratory: 09212 SPIL~\5 -0", ACOUSTICAL FINISH I of 4 Southold Animal Shelter 1/31/07 1. Reflectivity 2. NRC values as per ASTMC-423 3. Flame and smoke spread and toxicity ratings H. Submit sample warranty 1.5 A. QUALITY ASSURANCE Qualifications: 1. Acoustical Manufacturer: Company specializing in manufacturing products specified in this Section with minimum 5 years documented experience, ISO 9001:2000 certified. 2. Applicator: approved by manufacturer with minimum 5 years documented experience. Provide list of five projects and contact information. 1.6 PROJECT CONDITIONS A. Environmental Requirements: 1. Maintain uniform temperature of minimum 60 degrees F and maximum humidity of 40 percent prior to, during, and after acoustical finish installation. 1.7 A. SEQUENCING Sequence Work to ensure acoustical finish is not installed until building is enclosed, sufficient heat is provided, dust-generating activities have terminated, and overhead system is completed, tested, and approved. Install ducts, piping, conduit or other suspended equipment after the application of sprayed insulation or as directed by manufacturers. Install acoustical finish after interior wet Work is dry and mortars fully cured and all substrates to manufacturer's specifications. 1.8 DELIVERY, STORAGE, AND PROTECTION A. Comply with Section 01600. B. Deliver materials in their original, unopened packages, and protected from exposure to the elements. Packaging should identify manufacturer, product, and U.L testing. C. Store in a clean, dry place offthe ground on pallets until installation. Protect from damage during storage. Cover with plastic tarps. D. Protect liquid adhesive from freezing. E. Remove damaged or deteriorated materials from premises. 1.9 WARRANTY A. Provide manufacturer's written standard warranty per Section 01795. 09212 SPRAY-ON ACOUSTICAL FINISH 2 of 4 Southold Animal Shelter 1/31/07 Warrant materials and workmanship against defects after completion and final acceptance of Work. 1. Repair defects from faulty materials or workmanship developed during the guarantee period, or replace with new materials, at no expense to Owner. PART2--PRODUCTS 2.1 A. MANUFACTURERS Acoustic spray-on finish A. Intemational Cellulose Corportation B. Pyrock, Inc. C. Or approved equal 2.2 MATERIALS A. System to be a one source system. B. Classification A for fire resistance. 2.3 A. B. C. ACCESSORIES Clips, end pieces, expansion joints, to be non-corrosive and approved by manufacturer, finish to be approved by architect. Provide other materials, not specifically described but required for a complete and proper installation, subject to approval of Architect. Provide specialty trim details as shown on Drawings as manufactured by ceiling manufacturer. PART 3 - - EXECUTION 3.1 A. EXAIvI1NATION Examine areas and conditions under which Work of this Section will be performed. Correct conditions detrimental to timely and proper completion of Work. Do not proceed until unsatisfactory conditions are corrected. Verify surfaces to receive spray insulation to determine if priming/sealing is required to ensure bonding and/or to prevent discolorations caused by migratory stains. Follow manufacturer's guidance on edging and butting against equipment and air vents. 09212 SPRA5 -ON ACOUSTICAL FINISH 3 of 4 Southold Animal Shelter 1/31/07 3.2 PREPARATION A. Provide masking, drop cloths or other satisfactory coverings for materials/surfaces that are not to receive insulation to prevent damage from over-spray. B. Coordinate the installation of the sprayed acoustic finish with work of other trades. Where grills, and other items penetrate the insulation, provide blocking so that grills are on surface of acoustic treatment, with air directed away from the acoustic treatment. C. Prime surfaces as required by manufacturer's instructions or as determined by examination. 3.3 A. iNSTALLATION Acoustic Finish: Install 1" thickness to achieve NRC of> 80 Coordinate location of end beads and expansion joints with other Work. Form expansion joints as detailed. Form to accommodate plus or minus 1 inch movement. Maintain visual closure. Cure insulation with continuous natural or mechanical ventilation. Remove and dispose of over-spray. 3.4 ERECTION TOLERANCES A. Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet. 3.5 PROTECTION A. Protect finished Work per Section 01700. PART4--SCHEDULE 4.1 A. ACOUSTICAL CEILiNG SCHEDULE Finish Type AC-1 1. Sonospray FC with Dura-K formula Class: Class A, arctic white 2. Manufacturer: International Cellulose Corportation 3. or approved equal END OF SECTION 09212 SPRAY-ON ACOUSTICAL FINISH 4 of 4 Southold Animal Shelter I/31/07 PART 1.1 1.2 1.3 09250 GYPSUM and CEMENT WALLBOARD 1: GENERAL SCOPE FO WORK: Including all labor, materials, equipment and services for complete installation and/or patching of walls and ceilings as shown on Drawings or specified. Water-resistant GWB at bathrooms and showers. Cement backer board or substrate as recommended by manufacturer will be used for acoustic treatment. RELATED SECCTIONS 06100 Rough Carpentry 09210 Spray Acoustical Cement Coating 09212 Spray Acoustical Finish REFERENCE STANDARDS Quality Standards: Comply with "Recommended Spec. for the Application and Finishing of Gypsum Board," GA-216, by USG, except where more detailed or more stringent requirements are indicated or by the manufacturer's instructions and recommendations. American National Standards Institute (ANSI): 1. Al08.11, American National Standard for Interior Installation of Cementitious Backer Units. American Society for Testing and Materials (ASTM): 1. C 473, Test Methods for Physical Testing of Gypsum Panel Products. 2. C 514, Specification for Nails for the Application of Gypsum Wallboard. 3. C 645, Specification for Non-Load (Axial) Bearing Steel Studs, Runners (Track), and Rigid Furring Channels for Screw Application of Gypsum Board. 4. C 840, Specification for Application and Finishing of Gypsum Board. 5. C 1002, Specification for Steel Drill Screws for the Application of Gypsum Board or Metal Plaster Bases. 6. C 1047, Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base. 7. C 1280, Specification for Application of Gypsum Sheathing Board. 8. C 1396, Specification for Gypsum Board. 9. C 1629, ClassificationforAbuse-ResistantNondecoratedlnteriorGypsum Panel Products and Fiber-Reinforced Cement Panels. 10. D 3273, Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber. 11. D 5420, Test Method for Impact Resistance of Flat, Rigid Plastic Specimen by Means of a Striker Impacted by a Falling Weight (Gardner Impact) 12. E 695, Standard Method of Measuring Relative Resistance of Wall, Floor, and Roof Construction to Impact Loading. C. Gypsum Association (GA): 1. GA-214, Recomtnended Specifications: Levels of Gypsum Board Finish. 09250 GYPSUM WALLBOARD 1 of 4 Southold Animal Shelter l/31/07 1.3 SUBMITTALS A. Product data and MSDS sheets, installation instructions. B. Samples (3 each of type) 1.4 QUALITY ASSURANCE A. Single-Source Responsibility: Obtain gypsum board products, joint treatment products, and textured coatings from a single manufacturer. 1.5 DELIVERY, STORAGE, AND HANDLING A. Packaging and Shipping: Have materials shipped in manufacturer's original packages showing manufacturer's name and product brand name. B. Storage and Protection: Store materials inside and protected from damage by the elements. Protect ends, edges, and faces of gypsum boards from damage. Protect steel studs and accessories from bending. 1.6 PROJECT CONDITIONS A. Environmental Requirements: Establish and maintain application and finishing environment in accordance with ASTM C 840. PART 2: PRODUCTS 2.1 2.2 2.3 2.4 Mold-Resistant Board fire resistant board: Gold Bond Brand XP Wallboard ASTM C36, 5/8" thick typical unless otherwise noted. Provide boards with long edge tapered for joint treatment. Water-Resistant Gypsum Wallboard, ASTM C-630, at all Bathroom and shower walls and ceilings. Provide boards with long edge tapered for joint treatment. Cementitious backer board: ANSI A118.9. Install cementitious board at the walls and ceilings with acoustic treatment. Ensure compatibility with acoustic treatment before installation. 'A" Hardi Backer Board by James Hardie. Galvanized steel comer bead with metal flange and casing bead of beaded-nose flange type, with flange for joint treatment. 2.5 Extruded Aluminum transition trim: #967-CT-58 by Gordon Inc. (tel. 318 747 8954) PART 3: EXECUTION 3.01 Trim drywall at extemal comers with comer beads; provide casing beads at edges of drywall, and wherever drywall abuts flush with other wall or ceiling finish. 3.02 Provide flush joint treatment and screw-head treatment for exposed drywall work; Apply tape and compound in not less than three (3) applications, sanding smooth after the last two. Follow manufacturer's directions. 09250 GYPSUM WALLBOARD 2 of 4 Southold Animal Shelter 1/31/07 3.03 Cut openings in wallboard for electrical devices and other penetrations. All openings to be straight. Maintain close tolerances so that edges will be covered by plates and escutcheons. Cut both face and back paper. Seal sides and back of electrical boxes and phone connectors completely, closing openings and joints with taping compound. END OF SECTION 09_50 GYPSUM ~ ALLBOARD 3 of 4 Southold Animal Shelter 1/31/07 09250 GYPSUM WALLBOARD 4 of 4 Southold Animal Shelter 1/31/07 SECTION 09670 FLUID-APPLIED FLOORING PART 1- GENERAL 1.1 SUMMARY A. Concrete floor leveling and preparation for fluid-applied flooring and coves. B. Seamless, trowel applied monolithic epoxy resin composition flooring, coves and wall coating. C. Seamless, trowel applied decorative epoxy resin composition flooring and coves. D. Seamless, trowel applied waterproof epoxy resin composition flooring and coves. 1.2 RELATED SECTIONS: Section 03xxx - Masonry units Section 09980 - Coatings for Concrete and Masonry Division 15000 - Mechanical and Plumbing Work. 1.3 REFERENCES A.C.I.//403; Bond Strength ASTM C-307: Tensile Strength of Chemical-Resistant Mortar, Grouts, and Monolithic Surfacing. ASTM C-580: Flexural Strength of Chemical-Resistant Mortar, Grouts, and Monolithic Surfacing. ASTM C-579: Compressive Strength of Chemical-Resistant Mortar, Grouts, and Monolithic Surfacing. ASTM D-635: Rate of Burning and/or Extent of Time of Burning of Self-Supporting Plastics in a Horizontal Position (Flammability). ASTM D-1044; Resistance of Transparent Plastics to Surface Abrasion ASTM D-2240; Rubber Property - Durometer Hardness ASTM D 4259; Standard Practice for Abrading concrete ASTM D 4263; Indicating Moisture in Concrete by the Plastic Sheet Method MIL-D-3134; Water Absorption MIL-D-3134, Para 4.7.3; Indentation Characteristics ASTM F 1869 - Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride. International Concrete Repair Institute (ICILI) Guideline No. 03732 - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Overlays. SSPC-SP 13/NACE6; Surface Preparation of Concrete DEFINITIONS A.Dry Film Thickness (DFT) Thickness of coat of paint in a fully cured state measured in m/Is (1/1000 inch) 1.4 SUBMITTALS A. Comply with Section 01330. B. Shop Drawings: lndicate room layout, specific details for coved base, and control and expansion joint treatment. C. Product Data: Provide Manufacmre's product literature, MSDS sheets, and complete technical data for each coating covering components used in Work in addition to color options. D. Samples: 2'-0" by 2'-0" Sample on plywood of finished floor for approval of final texture and color prior to commencement of Work. E. Where scheduled, incorporate full height section of integral base and color change detail. Installation Instructions: Provide Manufacture's instructions covering aspects of product installation. F. Maintenance Data: Provide Manufacture's product maintenance literature. 0967(/ FkUI1J¢-APPLI£D FEOORING 1 of 5 Southold Animal Shelter 1/31/07 G. Applicator Approval: Provide written documentation indicating Manufacture's approval of Applicator. H. Submit list of minimum of five installations, identifying project name, location, owner and contractor with contact information, date of completion. I. Submit sample of manufacturer's and installers' standard warranty. 1.5 QUALITY ASSURANCE A. Applicator Qualifications: Submit documentation indicating that applicator has successfully completed epoxy flooring manufacturer's training program and is currently an approved applicator of epoxy flooring manufacturer. Actual installer shall be an approved applicator. B.Mock-Up: Construct separate mock-up panels for each type texture, and color of epoxy floor finish material required. Mock-up panels size: Minimum 5 foot by 5 foot. Locate mock-up panels where designated by Architect. Do not commence general installation of epoxy flooring until mock-up panels have been reviewed and approved by Owner and Architect. Notify Owner and Architect 7 days in advance of date that mock-ups will be erected. Approved mock-up panels will be used as standard by which acceptability of the general installation will be judged. Do not alter or remove approved mock-up panels until directed by Architect. C. Manufacturer's site inspection. As requested by the Client or Representative, have manufacturer's inspection of substrate condition and installation techniques. D. Preapplication meeting Convene a meeting with manufacturer, installer, designer and client to review: Environmental requirements Protection of surfaces not scheduled to be coated Surface preparation Application Repair Field Quality control Cleaning Protection of coating systems One-year inspection Coordination with other work 1.6 DELIVERY, STORAGE, AND HANDLiNG Comply with Section 01600 in addition to manufacturer's recommendations. All coatings to be labeled with color, number, batch or lot number, date of manufacture, mixing and thinning instructions. Keep sealed until use. 1.7 PROJECT CONDITIONS Environmental Requirements: Maintain substrate temperature at a minimum of 55 degrees F for 48 hours prior to, during, and 48 hours after completion of Work. Install at a temperature 5 degrees above the dew point and prepare within manufacturer's acceptable range of relative humidity. Provide adequate ventilation during application of epoxy flooring. Ensure that concrete slab is fully cured and dry. Schedule work to avoid excessive dust and airborne contaminants and protect during curing. 09670 FLUID-APPLIED FLOORING Southold Animal Shelter 1/31/07 1.8 SPECIAL WARRANTY Provide 5 year manufacturer's written warranty under provisions of Section 01795. Special Warranty: Warrant materials and workmanship against defects after completion and final acceptance of Work. Repair defects from faulty materials or workmanship developed during the guarantee period, or replace with new materials, at no expense to Owner. PART 2 PRODUCTS 2.1 MANUFACTURERS Acceptable Manufacturers: Kev-Gard, Inc. T 888 538 4273 (environmentally superior, therefore preferred) American Hi-Tech Flooring (Second Choice) Others: Dex-0-Tex Garon General Polymers H. B. Fuller Co. Selby Battersby and Co Stonehard Inc. Tnemec Or approved equal 2.2 MATERIALS Resinous Flooring Characteristics: Compressive Strength: 10,000 PSI when tested per ASTM C579. Tensile Strength: 1640 PSI when tested per ASTM C307. Indentation Characteristics (Impacted Load): No chipping, cracking, or loss of adhesion (indentation 0.024 inch) when tested per MIL-D-3134, Paragraph 4.7.3. Flexural Strength: 3500 PSI when tested per ASTM C580. Abrasion Resistance: 70-90 gr when tested per ASTM D4060. Water Absorption: 0.3 percent when tested per MIL-D3134. Surface Hardness: 70/65 Shore "D" when tested per ASTM D2240. Flammability: Self extinguishing when tested per ASTM D 635. Resistant to bleach and urine Bond Strength: >400 psi as per ASTM D4541 2.3 DECORATIVE RES1NOUS FLOORING More than one color will be used. Kev-Kote epoxy flooring American Hi-Tech Flooring Industrial Epoxy Flooring Troweled epoxy with covebase, as per manufacturer's directions for preparation and coating. (Can bridge expansion joints) General Polymers CERAMIC CARPET //400-425: 1/8" Decorative Broadcast Flooring System (Slurry/Broadcast), consisting of 3579 Penetrating Primer as the primer, Flexible epoxy membrane as recommended by manufacturer, 3561 Epoxy Resin Glaze with 5350 Trafficote filler as the slurry, 5900F Ceramic Granules (Fine Grade) as the seed, 3744 High Performance CR Epoxy as the grout. Quartz aggregate granule color selected by Architect from fall color range. 096'70 FLUID-APPLIED FLOORING 3 of 5 Southold Animal Shelter 1/31/07 Topcoat: g425-CR 3744 NOVO-FLO Chemical Resistant Epoxy, semi gloss Tnemec Decorative quartz epoxy system 201 Epoxoprime (6-8 mils), 207 Sub-Flex UR (elastomeric polyurethane membrane), Series 223 Deco-Trowel (1/4") with Series 284 Deco-Clear finish coat (8-10 mil) Or Approved equal PART 3: EXECUTION 3.1 EXAMINATION Examine areas and conditions under which Work of this Section will be performed. Correct conditions detrimental to timely and proper completion of Work. Do not proceed until unsatisfactory conditions are corrected. Examine concrete substrate prior to commencing installation of special flooring system. Concrete substrate must be clean, crack free, sound, and durable. Finish concrete with wet light trowel finish and as recommended by flooring manufacturer. Allow concrete to cure a minimum of 28 days prior to commencing installation. Report observed deficiencies in substrate to Architect in writing. 3.2 PREPARATION Prepare surfaces by careful and thorough removal of laitance, grease, and other foreign matter that could interfere with bond. Remove such materials by steel shot blasting, gdt blasting, or other method approved by special flooring manufacturer. Bond and moisture test Test: Conduct bond test after surface preparation is complete and before placement of primer. Perform bond test per special flooring manufacturer's instructions. Prefill surface irregularities, holes, and cracks per manufacturer's installation instructions. Commencement of Work signifies acceptance of existing surfaces. Protect adjacent surfaces as necessary to prevent damage during application of special flooring. Immediately remove coatings that fall on surrounding areas. 3.3 INSTALLATION Apply bonding coat by trowel and manufacture's recommendations. Apply body coat per manufacture's recommendations. Apply grout coat as required to fill voids. Apply final finish dressing coats in color and texture as selected by Architect. 3.4 EPOXY FLOORING - iNSTALLATION Install cove per manufacturer's instructions and approved Shop Drawings. Provide fiberglass bridging for exterior wall connection. Provide separation strip between colors or as per manufacturer's direction. Apply bonding coat by trowel per manufacture's installation instructions. Apply aggregate and resin body coat to nominal thickness per manufacture's recommendations. Apply grout coat as required to fill voids. Apply slip resistant finish coat in color and texture as selected by Architect and per manufacturer's installation instructions and approved mock-ups. 3.5 TOLERANCES Maintain tolerances as recommended by manufacturer. System thickness stated are minimums. 09670 FLUID-API LIED FLOORING 4 of 5 Southold Animal Shelter 1/31/07 3.6 CLEANiNG AND REPAIR Provide final cleaning for floor and components. Repair any damaged materials or surfaces not schedules to be coated. Touch-up and repair damaged coatings. Recoat entire surface where touch-u result is visibly different in sheen, texture or color. Repeat inspection and any touch up one year after installation. END OF SECTION 0967(i FLUID-APPLIED FLOORING Southold Animal Shelter I/31/07 SECTION 09900 PAiNTiNG PART 1 - - GENERAL 1.1 SUMMARY A. Surface preparation and field application of paints and coatings, as indicated on Drawings and specified herein. See finish schedule on drawings and elevations. Includes the coating off 1. Wood coatings (shelves for pallet, shelves for prep room) -- clear 2. Concrete walls - clear 3. Concrete walls -- epoxy 4. Metal doors and frames 5. Gypsum wallboard 6. Exterior wood rafters and battens at kennels, cat terraces and entries. 1.2 RELATED SECTIONS A. Section 03xxx - NRG Concrete Masonry Units B. Section 08110 - Steel Doors and Frames C. Section 08510 - Steel Windows and Doors D. Section 1600 - Mechatfical (for ductwork & piping coatings) 1.3 REFERENCES 1.4 DEFINITIONS A. Paint: As used herein, means coating system materials, including primers, emulsions, epoxy, enamels, stains, sealers, fillers, and other applied materials, whether used as primer, intermediate, or finished coats. 1.5 SUBMITTALS A. Comply with Section 01330. 09900 PAINTING I of 9 Southold Animal Shelter 1/31/07 1.6 A. QUALITY ASSURANCE Qualifications: 1. Manufacturer: Company specializing in manufacturing quality paint and finish products as specified in this Section with minimum 5 years documented experience. 2. Applicator: Company specializing in commercial painting and finishing products as specified in this Section with minimum 5 years documented experience. 3. Test panels of all coatings on substrate to be used. Regulatory Requirements: 1. Fire Performance Characteristics: Tested per ASTM E84 a. Flame spread: 25 or less. b. Smoke Developed: 450 or less. Paint Coordination: 1. Provide finish coats that are compatible with prime coats actually used. 2. Review other Sections of these Specifications as required, verifying prime coats to be used, and assuring compatibility of total coating system for various substrata. 3. Upon request by Architect, provide information on characteristics of specific finish materials to assure that compatible prime coats are used. 4. Provide barrier coats over non-compatible primers, or remove primer and re-prime as required. 5. Notify Architect in writing of anticipated problems in using specified coating systems over prime coatings supplied under other Sections. 6. When painting over top of existing paint, analyze existing paint for type and composition to determine exact preparation and primer to be used with new paint product specified. 1'.7 DELIVERY, STORAGE, AND HANDL1NG A. Comply with Section 01600. B. Deliver products to site in sealed and labeled containers. Inspect to verify acceptance. C. Container labeling to include manufacturer's name, type of paint, brand name, brand code, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing and reducing. D. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in well ventilated area, unless required otherwise by manufacturer's instructions. E. Take precautionary measures to prevent fire hazards and spontaneous combustion. F. Provide lighting level of minimum 80 foot-candles measured mid-height of substrate surface. 1.8 PROJECT CONDITIONS A. Environmental Requirements: 09900 PAINTING 2 of 9 Southold Animal Shelter 1/31/07 Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 50 degrees F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. Do not apply exterior coatings during rain or snow, or when relative humidity is above 50 percent, unless required otherwise by manufacturer's instruction. Minimum application temperatures: Unless required otherwise by manufacturer's instructions, meet the following temperature requirements for finish applications: a. Latex: 45 degrees F for interiors; 50 degrees F for exterior. b. 5 degrees above dew point c. Epoxy: 50 degrees d. Or as recommended by manufacturer's directions 1.9 A. MAINTENANCE Extra Materials: Provide extra materials per Section 01780. 1. Upon completion of Work of this Section, deliver to Owner sample stock equaling 1 gallon of each type, in new, unopened, tightly sealed containers, clearly labeled with contents and locations where used. 2. Store in Owner's designated storage area. B. Maintenance Data: Provide manufacturer's complete maintenance data per Section 01790. PART2--PRODUCTS 2.1 A. MANUFACTURERS Refer to Paint Schedule for approved manufacturers. 1. Benjamin Moore Company (Benjamin Moore). 2. ICI Dulux Paint Stores (Dulux Paint). 3. Pratt and Lambert Paints. 4. Pittsburgh Paint Company. 5. Sherwin-Williams Company. 6. Kev-Gard, Inc 7. American Hi-Tech Flooring 8. Kryton 9. Dex-o-tex 10. Benjamin Moore Company (Benjamin Moore). 11. Sherwin-Williams Company (General Polymer). 12. Cabot Substitutions: Conform to Section 01630. 2.2 MATERIALS A. Refer to Paint Schedule for products required of this Section. 09900 PAINTING 5 oft, Southold Animal Shelter 1/31/07 Material Compatibility: Provide block fillers, primers, finish coat materials, and related materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by the manufacturer, based on testing and field experience. Material Quality: Paint material containers not displaying paint manufacturer's product identification will not be accepted. Proprietary Names: Use of specified manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers, unless noted by the phrase "No Substitutions" or a similar phrase. Benjamin Moore's color system has been often referenced in the schedule for color reference only. Provide manufacturer's material data and certificates of performance for proposed substitutions. Undercoats and Thinners: 1. Provide undercoat paint produced by same manufacturer as finish coat. 2. Use only thinners recommended by paint manufacturer, and use only to recommended limits. 3. Insofar as practicable, use undemoat, finish coat, and thinner material as parts of a unified system of paint finish. Coatings: Ready mixed, except field catalyzed coatings. Process pigments to a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating. 1. Good flow and brushing properties; capable of drying or curing free of streaks or sags. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners, and other materials not specifically indicated but required to achieve finishes specified, of commercial quality. Conform to Federal, State, and Local Regulations, including VOC/VOS rules at time of application. 2.3 FINISHES A. Refer to Schedule and drawings. 2.4 A. APPLICATION EQUIPMENT For application of approved paint, use only such equipment as is recommended for application of particular paint by manufacturer of particular paint, and as approved by Architect. Prior to use of application equipment, verify that proposed equipment is actually compatible with material to be applied, and that integrity of finish wall will not be jeopardized by use of proposed equipment. 2.5 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by Contractor and subject to approval of Architect. 09900 PAINTING 4 of 9 Southold Animal Shelter 1/31/07 PART 3 - - EXECUTION 3.1 A. EXAMINATION Examine areas and conditions under which Work of this Section will be performed. Correct conditions detrimental to timely and proper completion of Work. Do not proceed until unsatisfactory conditions are corrected. Verify that surfaces are ready to receive Work as instructed by the product manufacturer. Examine surfaces scheduled to be f'mished prior to commencement of Work. Report conditions that may potentially affect proper application. Test shop applied primer for compatibility with subsequent cover materials. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Veneer Plaster and Gypsum Wallboard: 12 percent. 2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent. 3. Interior Wood: 15 percent, measured per ASTM D2016. Review other Sections in which primers are provided to ensure compatibility of total system for various substrates. At request of Architect, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify Architect about anticipated problems using materials specified over substrates primed by others. 3.2 A. MATERIALS PREPARATION General: 1. Mix and prepare paint materials per manufacturer's recommendations as approved by Architect. 2. When materials are not in use, store in tightly covered container. 3. Maintain containers used in storage, mixing, and application of paint in a clean condition, free from foreign materials and residue. 4. Ensure climate, temperature, and humidity meet manufacturer's requirements for application. Stirring: 1. Stir materials before application, producing a mixture of uniform density. 2. Do not stir into material films that may form on surface, but remove film and, if necessary, strain material before using. 3.3 SURFACE PREPARATION A. Concrete and unit masonry surfaces scheduled to receive paint finish: 1. Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. 09900 PAINTING 5 of 9 Southold Animal Shelter 1/31/07 D. E. F. 2. Remove oil and grease with a solution of th-sodium phosphate, rinse well, and allow to dry. 3. Remove stains caused by weathering of corroding metals with a solution of sodium mctasilicate after thoroughly wetting with water. Allow to dry. Exterior and Interior Surfaces - New construction and previously painted surfaces: 1. Follow recommended procedures outlined by paint manufacturer for surface preparation of applicable specified surfaces and substmtes. Remove electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing. Correct defects and clean surfaces that affect Work of this Section. Remove existing coatings that exhibit loose surface defects. Seal and seal marks that may bleed through surface finishes or prepare according to manufacturer's directions. Impervious Surfaces: 1. Remove mildew by scrubbing with solution of tri-sodium phosphate and bleach. 2. Rinse with clean water and allow surface to dry. 3.4 PROTECTION A. Protect elements surrounding Work of this Section from damage or disfiguration. B. Repair damage to other surfaces caused by Work of this Section. C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from disfiguring other surfaces. D. Remove empty paint containers from site on a daily basis. 3.5 A. PAINT APPLICATION General: 1. Apply paint coatings per manufacturers' written instructions and recommendations. Use applicators and techniques best suited for substrate and type of materials being applied. 2. Touch-up shop applied prime coats that have been damaged, and touch-up barn areas prior to start of finish coat application. 3. Slightly vary the color of succeeding coats. a. Do not apply additional coats until completed coat has been inspected and approved by Amhitect. b. Only the inspected and approved coats of paint will be considered in determining number of coats applied. Sand and dust between coats to remove defects visible to unaided eye from distance of 5 feet or follow manufacturer's directions. B. Drying: 09900 PAINTING 6 of 9 Southold Animal Shelter 1/31/07 Allow sufficient drying time between coats, modifying period as recommended by material manufacturer to suit adverse weather conditions. Consider oil-base and oleo-resinous solvent type paint as dry for re-coating when paint feels firm, does not deform or feel sticky under moderate pressure of thumb, and when application of another coat of paint does not cause lifting or loss of adhesion of undercoat. Brush Applications: 1. Brush out and Work the brush coats onto surface in an even film. 2. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, and other surface imperfections will not be acceptable. Spray Applications: 1. Except as specifically otherwise approved in writing by Architect, confine spray application to metal framework and similar surfaces where hand brush Work would be inferior. 2. Where spray application is used, apply each coat to provide hiding equivalent of brush coats. 3. Do not double back with spray equipment to build up film thickness of 2 coats in 1 pass. For completed Work, match approved samples as to texture, color, and coverage. Remove, refinish, or repaint Work not per specified requirements. Miscellaneous Surfaces and Procedures: l. Exposed Mechanical Items: a. Finish electric panels, access doom, conduits, pipes, ducts, grilles, registers, vents, and items of similar nature to match adjacent wall and ceiling surfaces, or as directed by Architect. b. Paint visible duct surfaces behind vents, registers, and grilles "Flat Black". c. Wash metals with solvent, prime, and apply 2 coats of alkyd enamel. 2. Exposed Pipe and Duct Insulation: a. Apply 1 coat of latex paint on insulation that has been sized or primed under other Sections; apply 2 coats on such surfaces when unprepared. b. Match color of adjacent surfaces. c. Remove band before painting, and replace after painting. 3. Hardware: a. Paint prime coated hardware to match adjacent surfaces. b. Paint metal portions of head seals, jamb seals, and asn'agal seals to match color of the door frame unless otherwise directed by Architect. See door schedule for colors. 4. Wet Areas: a. In toilet rooms and contiguous areas, add an approved fungicide to paints. Prep, prime, and finish paint exposed interior steel and concrete surfaces in areas of new constmction. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. 1. Prefinished items include the following factory-finished components: a. Architectural woodwork and casework. b. Acoustical wall panels. 09900 PAINTING 7 of 9 Southold Animal Shelter 1/31/07 c. Metal lockers. d. Shelving e. Cotmtertops fi Finished mechanical and electrical equipment. g. Light fixtures. h. Distribution cabinets. Concealed surfaces include walls or ceilings in the following generally inaccessible spaces: a. Furred areas. b. Ceiling plenums. c. Pipe spaces. d. Duct shafts. Finished metal surfaces include the following: a. Anodized aluminum. b. Stainless steel. c. Chromium plate. d. Copper. e. Bronze and brass. Operating parts include moving parts of operating equipment and the following: a. Valve and damper operators. b. Linkages. c. Sensing devices. d. Motor and fan shafts. Labels: Do not paint over Underwriters Laboratories (UL), Factory Mutual (FM), or other code-required labels or equipment name, identification, performance rating, or nomenclature plates. 3.6 CLEANiNG A. Comply with Section 01740 B. As Work proceeds, promptly remove paint where spilled, splashed, or spattered. C. During progress of Work maintain premises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. D. Collect cotton waste, cloths, and material that may constitute a fire hazard, place in closed metal containers and remove daily from site. E. Upon completion of Project, remove surplus materials, scaffolds, etc. that relate to Work of this Section, from the premises. Clean window glass free of excess paint and splatters, and remove paint that has been misplaced on other surfaces. PART 4 - - PAiNT1NG SCHEDULE 4.1 PAINTING SCHEDULE See Finish Schedule on drawings Paint Type: 09900 PAINTING 8 of O Southold Animal Shelter 1/31/07 Clear urethane for, pallet shelves, prep wall shelves: 1. Benjamin Moore Stays Clear Acrylic Polyurethane Low Lustre//423 3 coats on wall, 6 coats on counter 2. Or approved equal B. Concrete Coating 1 & 2 Clear, breathable, penetrating coating on concrete (silanes, siloxanes, etc) 1. Exposure: interior and exterior walls, ensure compatibility with integral water repellent 2. Manufacturers: a. Tnemec Prime-a-Pell 200 b. Prosoco Breathable Masonry Coating II or other silane/siloxane c. Dow, silanes d. General Polymer Epoxy water emulsion primer/sealer #3477 (32%) c. Or approved equal Structural Steel Primer and protective coat for exterior structural steel Manufacturer: Tnemec As recommended by manufacturer for conditions. Steel Doors, Windows and Frames Factory baked-on, mst inhibitor prime coat in accordance with ANSI 250.10 Finish Paint to be a latex satin or semi-gloss enamel, such as Benjamin Moore IronClad latex Low Lustre Metal & Wood Enamel 363 Verify with door manufacture to ensure compatibility with primer. See Door schedule for colors Paint for gypsum wallboard Benjamin Moore or equal Eco spec Interior Latex eggshell Enamel and recommended primer Weathering exterior wood stain Cabot's #3244 or 6244 END OF SECTION 09900 PAINTING 9 oft! Southold Animal Shelter 1/31/07 SECTION 09965 SPECIAL COATiNGS PART 1 - - GENERAL 1.1 SUMMARY A. Special liquid coating systems indicated as scheduled and specified herein. B. Asphaltic emulsions for metal protection and isolation. 1.2 RELATED SECTIONS: A. Section 05030 - Shop Preparation and Primer Painting B. Section 09900 - Painting. 1.3 REFERENCES A. ASTM D 16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications. B. ASTM D 1187 - Standard Specification for Asphalt-Base Emulsions for Use as Protective Coatings for Metal; 1997 (Re-approved 2002). C. ASTM D4263 - Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method. D. ASTM F 1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride. E. 1.4 DEFINITIONS A. Definition of painting terms shall be in accordance with ASTM D 16. B. Dry Film Thickness (DFT): Thickness of a coat of paint in fully cured state measured in mils (mm). One mill is 1/1000 inch (0.0254 mm). 1.5 SUBMITTALS A. Comply with Section 01330. 09965 SPECIAL COATINGS I of 8 Southold Animal Shelter 1/31/07 Certification by manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOCs). Samples for initial color selection in the form of manufacturer's color charts. Samples for Verification Purposes: 1. Provide samples of each color and material to be applied with texture to simulate actual conditions on representative samples of actual substrate. 2. Provide stepped samples defining each separate coat including block fillers and primers. 3. Provide a list of materials and applications for each coat of each sample. Label each sample as to location and application. Instructions: Provide manufacturer's mixing, application, and curing data and instructors. Manufacturer's product data for each coating system specified including block fillers and primers. 1. Provide manufacturer's technical information including label analysis and instructions for handling, storing, and applying each material proposed for use. 2. List each material and cross-reference specific coating and finish system, and application. Identify each material by manufacturer's catalog number and general classification. Test Reports: Provide manufacturer's certified test reports showing compliance with specified requirements. 1.6 A. B. MOCK-UP Comply with Section 01450. Field Samples: On wall surfaces and other interior and exterior components, duplicate finishes of prepared samples. Provide full-coat f'mish samples on at least 16 sq. ft. (1.5 sq. m) of surface or as otherwise required by Architect. 1. Mock-ups approved by Architect may be left in place as part of completed Project. 2. Final acceptance of colors will be from job-applied samples. 3. Architect will select one room, area, or surface to represent surfaces and conditions for each type of coating and substrate to be coated. 4. Upon approval by Architect, mock-ups will serve as standard for work. 1.7 A. QUALITY ASSURANCE Applicator Qualifications: Experienced applicator that has successfully completed coating system applications similar in material and extent to those indicated for this Project. 1. Certify in writing that manufacturer has trained technicians utilized for work in this Section. Include in this certification that specialized equipment as required by manufacturer will be used for work in this Section. 2. Provide names and contact information of three clients using a the product in a similar context. B. Manufacturer: Certify that manufacturer makes all materials specified by this Section. 09965 SPECIAL COATINGS 2 of 8 Southold Animal Shelter 1/31/07 Single-Source Responsibility: Provide primers and undercoat material produced by same manufacturer as finish coats. Fire Rating: Class A Fire Hazard Classification; ASTM E84. Material Quality: Provide highest quality grade of various coatings as regularly manufactured by acceptable coating manufacturers. Materials not displaying manufacturer's identification as a best- grade product will not be acceptable. 1. Proprietary Names: Proprietary product names to designate colors are used to set the minimum standard. Where permitted by Architect or Owner, other products that comply with these standards will be accepted in accordance with Section 01630. Coordination of Work: Review other Sections in which substrate are prepared to ensure compatibility of total systems for various substrates. On request, furnish information on characteristics of coating materials to ensure compatibility. G. Notify Architect of problems anticipated using materials specified. 1.8 A. B. DELIVERY, STORAGE, AND HANDLING Comply with Section 01600. Protect from freezing. Keep storage area neat and orderly. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling, mixing, and application. Deliver materials to Project site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label, and following information: 1. Product name or title of material. 2. Product description, generic classification, or binder type. 3. Manufacturer's stock number and date of manufacturer. 4. Content by volume, pigment, and vehicle constitutes. 5. Thinning instructions. 6. Applications instructions. 7. Color name and number. 8. MPI APL number, if applicable. Store materials that are not in use, in tightly covered containers in a well-ventilated area, at a minimum ambient temperature of 50 degrees. F (10 degrees C). Maintain containers used in storage in a clean condition, free of foreign materials and residue. 1.9 A. PROJECT CONDITIONS Environmental Requirements: 1. Apply coating only when temperatures of surfaces to be coated and surrounding air temperatures are between 60 degrees F (10 degrees C) and 90 degrees F (32 degrees C). or as otherwise approved by manufacturer a. Do not apply on frozen or frost-filled surfaces. 09965 SPECIAL COATINGS 3 of 8 Southold Animal Shelter 1/31/07 b. Prevent wide variation of temperature that might result in condensation on freshly coated surfaces. c. Do not apply coating in snow, rain, fog, or mist, when relative humidity exceeds 85 percent, at temperatures less than 5 degrees F (2.8 degrees C) above dew point, or to damp or wet surfaces. Provide adequate illumination. Provide continuous ventilation and heating facilities to maintain surface and ambient air temperature above 60 degrees F (10 degrees C) to 24 hours before, during and 48 hours after application of coating. Protect surfaces not to be coated. Keep areas broom clean and free of excessive dust. 1.10 A. B. SPECIAL WARRANTY Provide 5 year manufacturer's written warranty per Section 01795. Warranty: Warrant materials and worlananship against defects after completion and final acceptance of work. 1. Repair defects from faulty materials or workmanship developed during the warranty period, or replace with new materials, at no expense to Owner. PART 2 - - PRODUCTS 2.1 A. MANUFACTURERS Subject to compliance with requirements, provide products from the following manufacturer: 1. Kev-Kote Epoxy flooring 2. American Hi-Tech Flooring 3. Tnemec Co., Inc. 4. General Polymers/Sherwin-Williams Co. 5. Dex-o-tex 6. Kryton Inc. 7. Benjamin Moore & Co. 8. Substitutions: Comply with Section 01630. Products are listed as a standard for quality and generic type. Other products will not be considered unless approved in writing by Owner or Owner's representative prior to Bidding. 2.2 A. MATERIALS Provide block fillers, primers, finish coat material, and related materials that are compatible with one another and substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. (19965 SPECIAL COATINGs 4 of 8 Southold Animal Shelter 1/31/07 2.3 SYSTEMS A. EPW (on schedule) 100% solid Epoxy Wall See interior elevations for location. See schedule for colors System is to be compatible with an integrated cove flooring system. Depending upon floor choice, this can be the same material as the flooring. 1. 100% solids epoxy wall coating resistant to urine and bleach. (note: prefer same material as floor) 2. Surface material: concrete masonry unit 3. Exposure: interior rooms, kennels 4. Colors: as indicated on finish schedule and architect's direction 5. Manufacturers: Kev-Kote epoxy Flooring American Hi-Tech Flooring Industrial Epoxy Flooring Troweled epoxy with covebase, as per manufacturer's directions for preparation and coating. TNEMEC Troweled, reinforced epoxy Dex-o-Tex Wall-Glas Reinforced Epoxy Wallcote E including anti-microbial biocide, 2 coat thickness, 11 mil per coat General Polymers Saniglaze Fiberglass Reinforced Wall and Ceiling System consisting of 3479 Water based Epoxy Wall Coating as primer, 3548P Hi Performance Epoxy Coating, Fiberglass 5.6 oz. Bound Reinforced Fiberglass Cloth as reinforcement, 3548 P High Performance Epoxy coating as saturant, and 4685 W Polycote 100% Solids Polyurethane as finish coat. Saniglaze Wall and Ceiling Coating consisting of two coats 3548P High Performance Epoxy coating and 4685W Poly-cote Wall Coating seal coat. Kryton: Krystal Epox-15 prime with 2 coats Epox 9 (K-450), seal coat as recommended by manufacturer. Or approved equal Asphaltic base emulsion for coating of all metal in contact with concrete cement or dissimilar metals. To be used on all window and door frames, saddles and other metallic items. Concrete Stain (see painting - silicate coating) for cc and cs 09965 SPECIAL COAT1NGS 5 of $ Southold Animal Shelter 1/31/07 Exterior Concrete Sealer (Option for unfinished exterior concrete) 1. Exterior breathable coating, ensure compatibility w/concrete additive 2. Surface material: Concrete masonry unit 3. Manufacturers: a. Kryton: Hydrostop K 770 water repellent sealer w/silane/siloane compounds b. Tnemec Prime-a-pel1200 c. Or approved equal 2.4 EQUIPMENT A. Use only such equipment as is recommended by coating manufacturer for application of particular coating used. PART 3 - - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions under which coating will be performed for compliance with requirements for application of coating. B. Do not begin work until unsatisfactory conditions have been corrected. C. Start of coating will be construed as applicator's acceptance of surfaces and conditions within a particular area. 3.2 PREPARATION A. Carefully mix and prepare materials according to coating manufacturer's directions. B. Thin as permitted by manufacturer's printed instructions. 3.3 A. SURFACE PREPARATION Coordinating work: Review Sections in which other coatings are provided to ensure compatibility of total systems for various substmtes. On request, furnish information on characteristics of specified finish materials to ensure use of compatible primers. 1. Notify Architect of problems anticipated using coatings specified over substrates primed by others. Preparation: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already in place that are not to be coated. Provide surface-applied protection to items for which removal is impractical. 1. Following coating operations in each space or area, reinstall items removed prior to work and remove protection. 09965 SPECIAL COATINGS 6 of,<' Southold Animal Shelter 1/31/07 Cleaning: Clean substrates of substances that could impair bonds of various coatings in accordance with manufacturers printed instructions. 1. Schedule cleaning and coating application so dust and other contaminates from cleaning process will not fail on wet, newly coated surfaces. Surface testing: Before coating is applied, test surface with moisture-testing device. Do not apply coating when moisture content exceeds 12 percent except as may be required by manufacturer of coating materials used. 1. Test sufficient area in each space and as often as necessary to determine proper moisture content for application. 2. Test vapor emission rate per ASTM F 1869. Surface Preparation: Clean and prepare surfaces to be coated according to manufacturer's instructions for each particular substrate condition and as specified. 1. Cementitious Surfaces: Prepare cementitious surfaces to receive special coatings. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen, as required, to remove glaze. a. If hardeners or sealers have been used to improve curing, use mechanical methods to prepare surface. b. Use abrasive blast-cleaning methods if recommended by coating system manufacturer. c. Determine alkalinity and moisture content of surfaces to be coated by performing appropriate tests. Do not apply coatings over surfaces where moisture content exceeds that permitted in manufacturer's printed directions. 2. Provide recommended priming for surfaces to receive special coating. a. Provide barrier coats over incompatible primers or remove and reprime. 3. Sand and reprime abrasions and damage spots in surface of prime coat before proceeding with subsequent finish coats. F. Remove and neutralize mildew. 3.4 A. APPLICATION Application: Apply special coatings according to manufacturer's directions for appropriate substmtes. Scheduling Coating: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for coating as soon as practicable and before subsequent surface deterioration. Allow sufficient drying time between successive coats. Do not receipt until coating has dried. Application Procedures: Apply special coating material by using 2-step, base coat, pattern coat technique or as otherwise recommened by Manufacturer. Apply materials under adequate illumination, evenly spread, and smoothly applied, free of runs, sags, holidays, lap marks, air bubbles, and pinholes to assure a smooth finish. Reprime sections of hot spots prior to applying special coating. 09965 SPECIAL COATINGS 7 of 8 Southold Animal Shelter 1/31/07 Minimum Coating Thickness: Apply materials at manufacturer's recommended spreading rate. Provide total dry film thickness of entire system as recommended by manufacturer. Prime Coats: Where scheduled, apply a prime coat of material, as recommended by manufacturer. Recoat primed and sealed substrates where there is evidence of suction spots or unsealed areas in first coat to ensure a finish coat with no bum-through or other defects due to insufficient sealing. Finish Coats: Apply intermediate and finish coats as scheduled for each application. Coats scheduled are field-applied coats, and are in addition to prime coats or special preparation. Completed work: Match approved samples for color, texture, and converge. Sand and apply additional coats to work not complying with specified requirements until satisfactory finish in achieved. 3.5 INSPECTION AND SCHEDULE A. Maintain schedule of application in field office for Architect's review. B. Include on schedule of application, list of material batch numbers for special coating material during course of Project. C. Request acceptance by Owner's Representative of each coat before applying succeeding coats. D. Touch-up and repair work that is not acceptable to Architect and request final acceptance. 3.6 A. CLEANING At the end of each workday, remove empty cans, rags, rubbish, and other discarded materials from site. 1. Upon completion of special coating, clean glass and spattered surfaces. Remove spattered coating material by washing and scraping, using care not to scratch or damage adjacent finished surfaces. 3.7 PROTECTION A. Protect work of other trades against damage by this work. Correct damage by cleaning, repairing, or replacing, as acceptable to Architect. B. Signs: Provide "Wet Paint" signs to protect newly coated finishes. C. Remove temporary protective wrappings provided by others for protection of their work, after completing coating operations. D. At completion of construction activities of other trades, touch up and restore damaged or defected coated surfaces. END OF SECTION 09965 SPEC1AL COATINGS 8 of 8 Southold Animal Shelter 1/31/07 SECTION 10400 SIGNAGE PART 1 - - GENERAL 1.1 SUMMARY A. Exterior non-illuminated signage. B. Interior non-illuminated directional and information surface mounted signage. C. Individual cast or formed metal lettering. D. Exit signs E. Anchorage, accessories and fasteners for signage. 1.2 RELATED SECTIONS: A. Electrical Division 16 1.3 REFERENCES A. AMP: Architectural Metal Products (Division of NAAMM). B. ANSI A117.1 1998: Accessible and Usable Buildings and Facilities C. ASTM A 167 - Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip. D. ASTM B 108 - Standard Specification for Aluminum-Alloy Permanent Mold Castings. E. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate F. NAAMM: The National Association of Architectural Metal Manufacturers. 1.4 A. DEFINITIONS Terms: 1. Braille: Grade 2 Braille including 189 part-word or whole word contractions in addition to Grade 1 Braille 63 characters. Tactile is required whenever braille is required; see SYSTEM DESCRIPTION Article below. 2. Non-tactile: Letters and numbers on signs with width-to-height ratio between 3:5 and 1:1 and stroke width ratio between 1:5 and 1:10 using upper case "X" to calculate ratios. Use 10400 SIGNAGE I of: Southold Animal Shelter 1/31/07 typestyles with medium weight; upper and lower case lettering is permitted; serif typestyles are permitted. See SYSTEM DESCRIPTION Article below. Symbols: Symbol itself is not required to be tactile but equivalent verbal description is required both in tactile letters and braille. Tactile: 1/32" raised capital letters without serifs at least 5/8" height and not more than 2" height based on upper case "X". Braille is required whenever tactile is required; see SYSTEM DESCRIPTION Article below. 1.5 A. SYSTEM DESCRIPTION Provide room identification and directional signage as required by the Drawings, Schedules or as required by governing codes and regulations. Interior Code Mandated Signage: Provide signage as required by accessibility regulations and requirements of authorities having jurisdiction. These include, but are not limited to, the following: 1. Room Capacity. 2. Toilet rooms 3. Exit signs (see electrical division) Provide exterior building signs as required by the Drawings, Schedules or as required by governing codes and regulations. D. Provide poster firames for removable inserts (8.5" x 11", portrait) (20) E. ADA design requirements: 1. Signage requiring tactile graphics: a. Wall mounted signs designating permanent rooms and spaces such as, room names, restroom, department, office, and fire exit identifications. b. Individually applied characters are prohibited. 2. Signage not requiring tactile graphics but require compliance to other ADA requirements: All other signs providing direction to or information about function of space such as, directional signs (signs with arrow), informational signs (operating hours, policies, etc.), regulatory signs (no smoking, do not enter), and ceiling and projected wall mount signs. ADA performance requirements: 1. Tactile graphics signs mounting requirements: a. Single doors: Mount 60" to sign centerline above finish floor and on wall adjacent to latch side of door. b. Openings: Mount 60" to sign centerline above finish floor adjacent opening. 1.6 A. B. SUBMITTALS Comply with Section 01330. Shop Drawings: Indicate sign styles, lettering, locations, overall dimensions of each sign, and mounting system. Computerized Output: Furnish computerized samples of applied copy signs and graphics at full scale duplicating final appearance. 10400 SIGNAGE 2 of 7 Southold Animal Shelter 1/31/07 2. Wiring Diagrams: For signs with illuminated characters. C. Product Data: Furnish manufacturer's literature; indicate each sign type, style, color and method of attachment. D. Samples: Full size Samples illustrating sign type, style, and color specified including method of attachment. E. Mock-up: Refer to schedule for mock-up requirements and scale. F. Manufacturer's written installation and cleaning instructions. 1.7 DELIVERY, STORAGE, AND HANDLING A. Comply with Section 01600. B. Package signs, labeled in name groups. C Store adhesive tape at ambient room temperatures. 1.8 A. B. QUALITY ASSURANCE Comply with Section 01430. Regulatory Requirements: 1. Comply with requirements of the Americans with Disabilities Act (ADA) for interior directional and way-finding signs Signage supplier and installer shall be responsible for design, layout, and location of sign systems as it relates to compliance with local fire and life safety codes. The fabricator and installer of each type of sign shall be experienced in this type of work. Sign fabrication and installation shall be their primary business. Design of installation, internal structure, mounting assemblies and foundations by Contractor. Contractor shall submit two sets of comprehensive shop drawings incorporating an adequate foundation or mounting structure for all sign components given site conditions The sign contractor shall at his expense submit calculations, stamped by the appropriate Engineer registered in the state of Final Installation for all structural members, including foundations for Owner's review. Basis for calculation of member sizes and connections: American Institute of Steel Construction (AISC), American Iron and Steel Institute (AISI), and Aluminum Association (AA) design criteria. E. Lighted Signs: 1. Comply with UL component requirements, NFPA assembly requirements and NECA installation requirements complying with local governing building and electrical codes. 2. Lamp Emission: All lighting fixtures/soumes shall emit a color balanced, consistent and uniform light with no browning, flickering, holding, or other uneven effect. 3. Electrical Hardware: All transformers and electrical hardware shall be concealed, non- audible and non-visible to pedestrian and vehicular traffic. 10400 SIGNAGE 3 of 7 Southold Animal Shelter 1/31/07 F. Each type of signage shall be fabricated and installed by one firm as a single source responsibility. G. Verify content with client before manufacture. H. Coordinate delivery for immediate installation after relevant finishes have cured. 1.9 PROJECT CONDITIONS A. Comply with section 01600. B. Environmental Requirements: 1. Do not install interior plastic signs until ambient conditioned spaces are maintained at a temperature of at least 70 degrees F. Maintain this minimum temperature during and after installation of signs. 1.10 WARRANTY A. Warranty: 1. Warrant materials and workmanship against defects after completion and final acceptance of the Work for period of five years. 2. Repair defects from faulty materials or workmanship developed during the correction period, or replace with new materials, at no expense to Owner. 3. Warrant factory applied painted finishes against chip, peel, crack and fade. 4. Delaminating of any part of the signs or sign face lettering. 5. Cupping, warping, or dishing of sign panel face. 6. Bubbling, crazing, chalking, or resting or other deterioration of the sign face or of the message or of the edge finish of the paint. 7. Corrosion developing beneath paint surfaces or the support systems. 8. Corrosion of fasteners. 9. Movement of the signs from their foundation or support. The signs shall remain true and plumb on the support. B. Warrant that sign installation complies with local governing codes and A.D.A. requirements. PART 2- PRODUCTS 2.1 MANUFACTURERS Signage shall be proprietary as manufactured by one of the following approved manufacturers with the materials specified herein and on the Drawings: l.Approved local signage shop. 2.Advance Corp., Braille-Tac Div. 3. Advance Printing Products. 4. Allenite Architectural Signs Systems. 5. APCO Graphics. 6. Best Mfg. Sign Systems. 10400 S1GNAGE 4 of- Southold Animal Shelter 1/31/07 7. Ben Meadows Company 8. Or equal B. Plaques and individual letters shall be proprietary as manufactured by one of the following approved manufacturers with the materials specified herein and on the Drawings: 1.Approved local signage shop. 2.Art in Bronze. 3. Gemini Incorporated. 4. OMC Industries, Inc.. C. Castings shall be free of all defects including sand holes, pits, and scaling. D. Signage and plaques shall be custom fabricated by an approved signage shop with the materials specified herein and on the Drawings: 2.2 PRODUCTS: See drawings for sign schedule A. Exterior individually mounted letters 1. Bronze letters by Gemini or equal 2. Natural stain, upper case, Helvetica 3. Letters and images cut out from plate material shall be of the size, shape, and detail per the Drawings, approved shop drawings, mock ups and/or samples of materials noted in the Schedule. B. Exterior informational signs 1. Single line edge, raised letters by Gemini or equal. See schedule and drawings for details. 2. At metal signs, fill recess with enamel paint in the approved color. 3. Provide clear coated, oven-baked acrylic polyurethane finish. 4. Castings shall be free of all defects including sand holes, pits, and scaling. C. Traffic Signs 1. Enamel on steel as manufactured by Ben Meadows Co or equal. D. Inside plaques: 1. Accord modular sign system by APCO (404 688 900, both end clip system and side track system, using a combination of permanent signs (with tactile feature) and slide-in signs for paper inserts. 2. Face: Phenolic sheet with photopolymer fused to one side: Thickness: .125" (1/8"). 3. Clear Lens with ADA Band, a thin photo etched plastic laminate to an area of the clear lens. 4. Track system: anodized aluminum Poster displays Poster display units for 12" x 11" paper/card inserts as manufactured by APCO, product # FVS 1212 (V) F. Pin-up Board 12" h x 18" w side track system by APCP, item number APB1218. 2.3 MATERIALS A. Cast acrylic sheets complying with ASTM D4802. B. Commercial bronze plate, C22000 alloy. 10400 SIGNAGE 5 of 7 Southold Animal Shelter 1/31/07 C. Bronze casting complying with ASTM B 584. 2.4 FABRICATION OF EXTERIOR SIGNAGE A. Wind load: Design exterior signs and anchorage systems to resist wind loads up to 120 MPH without permanent damage. Wind load of 40 psf of surface area. B. Thermal load: Engineer signs capable of withstanding ambient temperature range from minus 10 degrees F. to plus 120 degrees F. with no permanent damage or deterioration. C. Live load: Engineer signs, supports, and connections to withstand hanging live load of 200 pounds in addition to dead loads. D. Safety Factors: Safety factors applied to the engineering designs provided by the manufacturer shall be determined by the manufacturer. Minimum safety factor of two shall be applied to signage support fasteners for shear and withdraw forces. E. Shop Assembly of Exterior Signs: F. Construct signs to be weather tight and to withstand design loads. G. Conceal fasteners such as screws, bolts, and rivets wherever possible. H. Use metals and shapes of sufficient thickness, with reinforcing if needed, to produce surface flatness, free of "oil canning", and to provide sufficient strength for size, design, and application intended. I. Provide heavier metal gauges, stiffeners, or metal backing, if necessary, to prevent "oil canning" or to provide sufficient strength to fabricated items. J. Stated dimensions on Drawings take precedence over scaled dimensions. K. Fabricate with Hell-arc or MIG welding process with all visible seams continuously welded, filled and ground smooth. All blinds, folds, and curves shall be geometrically correct and produced by a consistent mechanical method. L. Sheet metal shall have break formed edges with radii no greater than the sheet thickness unless shown otherwise. Adjacent sheets shall have edges with similar radii. 2.5 FABRICATION OF SIGNAGE, GENERAL A. Shop/Factory Finish: 1. Evenly apply inks and paints without pinholes, scratches, orange peeling, and application marks. 2. Color and sheen: As selected by Architect from manufacturer's full range of standard colors. 3. Painted surfaces shall be primed. B. Each sign shall include the lettering and images in the font, style and size as noted on the Drawings, Signage Schedule, and reviewed shop drawings. C. Signs shall be fabricated with precise tooling free of burrs, scratches, and other defects. D. Signs shall be fabricated as per the details on the Drawings, reviewed shop drawings, and/or approved mock ups. E. Ensure that sign fabrication complies with all local codes and A.D.A. requirements. F. Lettering and numbering shall be fastened with concealed fasteners unless specifically detailed otherwise. G. There shall be no visible labels, manufacturer's or otherwise, code permitting, on the completed signs. If labels are required, a sample label and intended location must be submitted for Designer review, prior to application 2.6 ACCESSORIES A. Anchors for signage shall be non-corrosive anchors or inserts designed to accommodate the fastening requirements of the signage being installed. B. Provide anchors that are to be installed into concrete or masonry. 10400 SIGNAGE 6 of 7 Southold Animal Shelter 1/3 !/07 C. Fasteners shall be non-corrosive and shall be compatible with the metal of the sign and the substrate. PART3-EXECUTION 3.1 EXAMiNATION A. Examine areas and conditions under which Work of this Section will be performed. Do not proceed until unsatisfactory conditions are corrected. B. Coordinate work of this section with work of other sections in order that adjacent and adjoining work do not prevent proper installation. C. Prior to installation of finish wall surfaces, verify that blocking type and location for signage is in place. D. Coordinate structural support with signage shop drawings. Provide attachment templates for structural fabrication and installation. E. Beginning of installation means installer accepts existing surfaces. 3.2 INSTALLATION A. Install identifying devices per manufacturer's instructions free from distortions and defects. B. Locate interior identification signs on wall surface at strike side of door or on door, as indicated. C. Mount signs centered at 58" above finished floor. D. Location: Refer to Schedule and drawings. E. Install centered and level, in line, in accordance with the manufacturer's recommendations and ADA requirements. F. Clean and polish, remove excess adhesive. G. Install signs on walls after surfaces on which they are to be mounted are painted and finished and secure to substrate. H. Location: Install level, in line, in accordance with the manufacturer's recommendations and ADA requirements to allow a person to approach within 3" of signs without being within a door swing. 1. Clean and polish, remove excess adhesive. J. Braille Exit Door Signs: Install at doors with lighted "EXIT" signs; apply after wails are finished. K. Install cast metal letters with specified fastening method, and per manufacturer's instructions. 3.3 CLEANING A. Clean Work per Section 01740. B. Clean and polish finished surfaces. 3.4 SCHEDULE See schedule on drawings. END OF SECTION 10400 SIGNAGE 7 0?7 Southold Animal Shelter 1/31/07 SECTION 11000 MODULAR KENNEL SYSTEMS PART 1 1.01 GENERAL DESCRIPTION OF WORK A. Extent of modular kennel system is as follows: 1. Fencing, doors, etc., for dog runs as indicated on the drawings in association with the strucmral concrete insulated panel. 2. Miscellaneous accessories as listed in this section and all necessary angles and attachments for a fully operational system. 1.02 QUALITY ASSURANCE A. Single Source Responsibility: Obtain modular kennel system from a single manufacturer as complete units, including necessary mounting hardware and accessories. 1.03 GUARANTEES AND WARRANTIES A. Provide ten year warranty signed by the manufacturer, installer, and contractor. The warranty shall include the repair and/or replacement of the caging system which fails in materials or workmanship including, but not limited to, breaking of welds, deterioration of metals. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's product data for each manufacturer indicating what will be provide by that manufacturer. B. Detailed Shop Drawings: Submit detailed shop drawings of all components including attachments to adjacent construction and to each other. Drawings shall include not less than plans, elevations, all connection details, and accessories details. C. Detailed information on materials including gage of metals, finishes, size of mesh openings, etc. 1.05 MOCK UP CAGES A. install one complete assembly of both a typical dog nm, cages and cat condos for approval by the Owner. Coordinate installation of the mock kennel system components with masonry work described on the drawings and masonry specifications. Samples may 11000 MODULAR KENNEL SYSTEMS 1 of 4 Southold Animal Shelter 1.06 be incorporated into the construction of the project. DELIVERY, STORAGE, AND HANDL1NG A. 1/31/07 Do not deliver kennel systems until building is prepared for complete installation and all submittals are approved. Protect kennel systems from damage during delivery, handling, storage and installation. PART 2 PRODUCTS 2.01 KENNEL SYSTEM Provide Modular Kennel System as manufactured by T-Kennel or approved equal, panel type with wire mesh above panel, top cover, front/gates. No back panel or floor. Adjustable side to follow sloped floor. B. Guillotine doors shall be manufacture red by T-Keunel or The Mason Company 2.02 COMPONENTS Welds: All comers shall be electrically precision welded under pressure. All welds shall be ground, cleaned and provided with two zinc coatings. Coatings shall be of hot dipped, galvanized coatings of 95% pure zinc. Frame Closures: Provide standard frame closers on all exposed ends of frame runs not specifically terminated. Co Latch: The latch is to be a heavy-duty double-positive latch assembly incorporating an acetal@ bushing for long lasting, quiet operation. The bottom of the latch shall accept a lock. The latch shall be moveable for in/out movement. E. Stall Fronts: All frame work shall be made from 1" x 1" .065 galvanized steel tubing. Swing gate shall be factory-installed in frame. All the comers on the frames and doors shall be precision welded, ground, cleaned and provided with two coatings of hot dipped, galvanized coatings of 95% pure zinc. Horizontal brace pipe shall be placed outside fabric for rigid support. The fabric shall be as specified below. The fabric shall be stretched tight and attached to the frame at every intersection with 13 gauge lacing wire. Where indicated on the drawings, each stall front shall have a 2-1/2 quart 22 gauge stainless steel bowl built into the fixed portion, easily accessible from the outside of the nm. The bowl will rest on a curved stainless steel bracket 11000 MODULAR KENNEL SYSTEMS 2 of 4 Southold Animal Shelter 1/31/07 extending into the cage. The retainer shall be of a swiveling pendant design, and shall be easily adjusted. Each bowl insert shall be supplemented with an extra 2- 1/2 quart bowl. Should there is no indication of the bowls on the drawings, however, the location of the bowls and card holder shall be verified by the shop drawings. 3. There shall be no bottom rail extending across the kennel front. F. Gates: Shall be as follows: Swing of gate shall be verified upon shop drawing review. There shah be no bottom rail extending across the kennel front for the door system. Additional wall brackets shah be provided for securing door frame. G Security Top Covers: Security top covers shall be of hot dip galvanized seven gauge slotted and welded wire. 4" x 4" angle steel. H Mesh: Use hot dipped galvanized after fabrication mesh as follows: 1. 1-1/8" x seven gauge slotted wire for all dog runs. Panels Provide panel, wall, brace tubing and triple clamps, legs and hinges as provided by the manufacturer for the complete installation of the system. 1. Inside panels constructed of two seets of .093"-4' high acrylic PVC with 1" foam sandwiched between and sealed to frame. Drop bar at bottom of all side panels. Framed slotted wire panels above panel. 2. Exterior panels constructed of one sheet of. 187 acrylic PVC with drop bar bottom. The guillotine door shall be included in the base bid. Door shall be by T-Kennel or Kenl- Dor complete with door panel, aluminum channels, AS@ hook, heavy duty pull chord, and counterweight system, and all necessary hardware. Doors to be either ~A" translucent panels or insulated solid panels. Door size shall be for openings up to 32" high by 17" wide. (see drawings for details) Drain Covers Drain covers constructed of 16 gauge, hot dip galvanized steel. Cover the full width of kennel. L. Provide two 2-1/2 quart stainless steel bowls per kennel with mounting brackets. M. Each kennel shall include one 3" x 5" card holder as manufactured by Shor-line. 11000 MODULAR KENNEL SYSTEMS 3 of 4 Southold Animal Shelter 1/31/07 PART 3 EXECUTION 3.01 INSTALLATION General: Install modular kennel system and accessories as indicated on the drawings and per manufacturer's recommendations. Pre-construction Meeting: The contractor shall hold a preconstruction meeting with the Owner, SCIP subcontractor and Modular kennel System installer and manufacturer for complete coordination of installation and responsibilities. Coordinate installation of all caging system components with masonry work described on the drawings and masonry specifications. 3.02 PROTECTION AND CLEANING Protect installation from damage during construction. If despite such protection, damage occurs, remove and replace damaged components or entire unit as required to restore units to their original, undamaged condition. END OF SECTION 11000 MODULAR KENNEL SYSTEMS 4 of 4 Southold Animal Shelter 1/31/07 SECTION 11200 CAGING FURNISHINGS PART 1 1.01 GENERAL DESCRIPTION OF WORK A. Extent of caging furnishings are listed below and shall be manufactured by Shot-line, Schroer Manufacturing Company or approved equal. 1.02 QUALITY ASSURANCE A. Single Source Responsibility: Obtain equipment from a single manu£acmrer as complete units, including necessary mounting hardware and accessories. 1.03 SUBSTITUTIONS A. Prior Approval: Unless otherwise provided for in the Contract Documents, proposed product substitutions may be submitted according to Instructions to Bidders. B. Submittals which do not provide adequate data for product evaluation will not be considered. The proposed substitutions must meet all requirements of this Section, including, but not necessarily limited to the following: Single source materials supplier (if specified under Quality Assurance); Acoustical performance, Fire rating (if any), including UL assembly listings; Special function performance (if any); Panel design, size, composition, color, and finish; Suspension system component profiles and sizes; Compliance with the reference standards. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's product data for the unit from the manufacturer. B. Detailed Shop Drawings: Submit detailed shop drawings of all components including attachments to adjacent construction and to each other. Drawings shall include not less than plans, elevations, all connection details, and accessories details. 1.05 DELIVERY, STORAGE, AND HANDLiNG A. Do not deliver equipment unit until building is prepared for complete installation and all submittals are approved. B. Protect equipment from damage during delivery, handling, storage and installation. PART 2 PRODUCTS 2.01 Stainless steel caging A. Extent of caging furnishings include the following (see fixture schedule additional information) 1. Cat Isolation: 10 Unit Assembly [(2) five units]: Two rows only. (Item #15) 11200 CAGING FURNISHINGS I of 2 Southold Animal Shelter 1/31/07 Top row: Six 24"W x 30"H cages. Bottom row: Four 36"W x 30"H cages. Cat shelf in each, ss 3" x 5" card holder, stationary platforms, pvc floor Isolation areas (item 32): Top row: One 48" W x 30" H x 30 D Bottom row: One 48" W x 30"H Include double doors, sound-deadening wrap, PVC floor, mobile platform and option for subdivision and removable bar. Isolation Room (Item 31) Min 36" w x 36" h x 30" d mobile kennel w/PVC Floor Construction shall be of all stainless steel frame with sound deadening kennel wrap. The gates (doors) of the top row of six cages shall be of dark plastic front mounted on the all stainless steel frame. The gates (doors) of the bottom row of four cages shall be of standard stainless steel grating on the all stainless steel frame. The latch shall be 11 gauge bar with ACETAL@ latch bushing. The body shall have the full rounded comers with ur'me retaining lip. PART 3 3.01 3.02 EXECUTION iNSTALLATION A. General: Install equipment as indicated on the drawings and per manufacturer's recommendations. PROTECTION AND CLEANING A. Protect installation from damage during construction. If despite such protection, damage occurs, remove and replace damaged components or entire unit as required to restore units to their original, undamaged condition. END OF SECTION 11200 CAGING FURNISHINGS 2 of 2 Southold Animal Shelter SECTION 11250 CAT CONDO. CAGING 1/31/07 PART 1 GENERAL 1.01 DESCRIPTION OF WORK Extent of caging furnishings are located as indicated on the drawings and as listed below and shall be manufactured by Shore-line, Schroer Manufacturing Company or Tri-star Metals. All 3.Cat Condos@ including number of units, configuration and components shall be confirmed with the Owner. 1.02 QUALITY ASSURANCE Single Source Responsibility: Obtain equipment from a single manufacturer as complete units, including necessary mounting hardware and accessories. 1.03 SUBSTITUTIONS Prior Approval: Unless otherwise provided for in the Contract Documents, proposed product substitutions may be submitted according to Instructions to Bidders. Submittals which do not provide adequate data for product evaluation will not be considered. The proposed substitutions must meet all requirements of this Section, including, but not necessarily limited to the following: Single source materials supplier (if specified under Quality Assurance); Acoustical performance, Fire rating (if any), including UL assembly listings; Special function performance (if any); Panel design, size, composition, color, and finish; Suspension system component profiles and sizes; Compliance with the reference standards. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's product data for the unit from the manufacturer. Detailed Shop Drawings: Submit detailed shop drawings of all components including attachments to adjacent constmction and to each other. Drawings shall include not less than plans, elevations, all connection details, and accessories details. 1.05 DELIVERY, STORAGE, AND HANDL1NG Do not deliver equipment unit until building is prepared for complete installation and all submittals are approved. B. Protect equipment from damage during delivery, handling, storage and installation. 11250 CAT CONDO. CAGING i of 2 Southold Animal Shelter PART 2 PRODUCTS 2.01 PART 3 3.01 3.02 October 24, 2005 CAT MALL CAGING FURNISHING A. Extent of Cat Condo's include the following (See fixture schedule for item numbers): 1. (1) 4-unit Cat Condos with Casters and acrylic back panels. Include porthole connections and removable half shelf. Sealed seams on laminate. 2. (1) 4-unit Cat condo with base cabinet. Include porthole connections and removable half shelf. EXECUTION INSTALLATION A. General: Install equipment as indicated on the drawings and per manufacturer's recommendations. PROTECTION AND CLEANING A. Protect installation from damage during construction. If despite such protection, damage occurs, remove and replace damaged components or entire unit as required to restore units to their original, undamaged condition. END OF SECTION 1125(I CAT CONDO. CAGING 2 o~'2 Southold Animal Shelter 1/31/07 SECTION 11400 ANIMAL BATHING EQUIPMENT PART 1 GENERAL 1.1 GENERAL A. The extent of animal bathing equipment is as listed below and as shown on the drawings. All equipment shall be coordinated with other applicable specifications and requirements. PART 2 PRODUCTS 2.1 GROOMING TUB 2.2 Provide one (1) Step-up Bathing Tub #904.0701.31, steps to the left with 804.0011.17 trim. The unit shall be provided with the standard slide in/slide out steps, latching door, hair trap drain insert and PVC coated raised tub floors/platforms. ANIMAL DRYER A. Drying cage: 1. Manufacturer: Shor~line or equal. 2. Dryer #926.4836.00 Include double fan, removable divider, removable PVC floor over grill floors.and mobile platform PART 3 EXECUTION 3.01 INSTALLATION A. Install each system in accordance with the manufacturer=s instmctions. 2. Instruct personnel in the operations and maintenance of each system. END OF SECTION 11400 ANIMAL BATHING EQUIPMENT I of I Southold Animal Shelter 1/31/07 SECTION 11458 DISAPPEARING ALUMINUM LADDERS PART 1 GENERAL 1.1 SECTION INCLUDES A. Commercial class pre-engineered disappearing stairway, frame and tire-rated door for attic access. 1.2 PERFORMANCE REQUIREMENTS Structural Performance: Provide metal stairs engineered for the following structural loads. Engineering to include include anchors and connections. Apply loads concurrently, unless otherwise stated, to produce the maximum stress in each component of metal stairs. 1) Treads and Platforms: Uniform load of a minimum of 100 lbf/sq, fi. or a concentrated load of 300 lbs on an area of 4 sq. in., whichever produces the greater stress. 2) Stair Framing: Combined system loads of treads, platforms, and railings. 3) Limit deflection of treads, platforms, and framing members to L/360 or 1/4 inch, whichever is less. 1.3 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Manufacturer's data sheets indicating materials of construction and design loads. Color sample. C. Shop Drawings: Drawings prepared for this project, showing relationship of ladders to other construction and methods of anchorage. 1.4 WARRANTY Minimum of one year for all parts, materials and workmanship. 1.5 PROTECTION Store covered and protected from weather, indoors. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: 1. Calvert USA 2. Precision Ladders 3. Or approved equal B. Requests for substitutions will be considered in accordance with provisions of Section 01600. 2.2 COMPONENTS 11458 DISAPPEARING LADDERS I of 3 Southold Animal Shelter I/31/07 Ladders: Provide assembled ladders that comply with OSHA and local building codes, with all edges rounded, clean, smooth, and burr free; dimensions as indicated on drawings. Door 1. Metal door with insulation to meet minimum of 1 hour fire rating, ensure fire-rated label 2. Provide pull down road and hand rail C. Stairway 1. Stringers 1.1 1.2 1.3 1.4 1.5 6005-T5 Extruded aluminum channel 5" X 1" X 1/8" Tri-fold design Steel blade type hinges Adjustable foot with plastic -guard. Pitch 63° (standard). 2. Treads 2.1 2.2 2.3 2.4 2.5 2.6 6005-T5 Extruded aluminum channel 5 3/16" X 1 1/4" X 1/8". Width 5 3/16". Length 28 "(rough opening). Deeply serrated top surface. 9 1/2" riser height (standard). 500 lbs load rating. D. FRAME 1/8 Steel, formed channel, 56" deep when using fire rated steel door. HARDWARE 1. Steel blade type hinge connecting stringer sections,zinc plated & chromate sealed, bolted to stringers. 2. Steel operating arms, zinc plated & chromate sealed, both sides. 3. Double acting steel springs and spring cables, both sides. 4. Rivets rating at 1000# shear. F. SAFETY 1. Steel bar handrail riveted to stringers, upper section, right side standard. 2. Steel section alignment clips at stringer section joints. 3. Molded robber guards at comers of aluminum door panel. 4. Protective guard rail in attic MANUFACTURED UNITS 1. ~4096 by Calvert USA 2. Model SS/AL-2 HR by Precision Ladders LLC 3 Or equal H. FABRICATION The stairway is completely fabricated ready for installation before shipment to the site. 11458 DISAPPEARING LADDERS 2 of 3 Southold Animal Shelter 1/31/07 PART 3 EXECUTION 3.1 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Anchor securely using fasteners specified by manufacturer or others of equivalent or greater strength and corrosion resistance. C. Protect adjacent materials and repair any damage. END OF SECTION 11458 DISAPPEARING LADDERS 3 o'~'5 Southold Animal Shelter 1/31/07 PART 1 GENERAL 1.1 SECTION iNCLUDES A. 1.2 SECTION 12330 MANUFACTURED CASEWORK Manufactured laminated casework, countertops and accessories for prep rooms, exam room, animal rooms, and staff room. Stainless steel countertops (alternate) RELATED SECTIONS A. Seeti0n 06200 - Finish carPentry: General millwork and custom cabinetry unless noted on plans as included within this section. B. Division 15000 - Mechanical C. Section 16000 Electrical 1.3 REFERENCES A. ADA (ATBCB ADAAG): Americans with Disabilities Act Accessibility Guidelines. B. ANSIJBHMA A 156.9 Cabinet Hardware C. FS MM-L-736 - Lumber, Hardwood. D. FS MMM-A-130 - Adhesive, Contact. E. Architectural Woodwork Institute (AWl): Quality Standards. F. NEMA LD 3: High Pressure Decorative Laminates. G. PS 1 - Construction and Industrial Plywood. H. PS 20 - American Softwood Lumber Standard. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. Manufacturer's data sheets on each product to be used, including: 1. Test repons certifying that the casework finish complies with manufacturer's standards for chemical and physical resistance performance requirements. 2. Performance test reports from an independent testing lab on each specified top material. 1233(I MANUFACTURED CASEWORK 1 of 9 Southold Animal Shelter 1/31/07 Preparation instructions and recommendations. Storage and handling requirements and recommendations. Installation methods. Shop Drawings: Include plans, elevations, sections, details, thickness, core material, finish, and attachments to other work. 1. Indicate locations of blocking and reinforcements required for installing casework. 2. Indicate locations and types of service fittings, together with associated service supply connection required. 3. Include details of utility spaces. 4. Include indicators of exposed conduits, if required, for service fittings. 5. Indicale locations of and clearances from adjacent walls, doors, windows, other building components, and other equipment. 6. Include coordinated dimensions for equipment specified in other Sections or provided by Owner. Certifications: 1. Submit certified product test data in accordance with ANSI Al61.1, NEMA LD3, and general static load testing as specified, performed and certified by an independent testing agency. 2. Certificate indicating that the casework complies with the requirements of grades specified. Selection Samples: For each finish product specified, one complete set of color chips representing manufacturer's full range of available colors and patterns. 1. One set of samples indicating full range of finishes for countertop specified. 2. One set of casework samples indicating full range of fmishes for casework specified. 3. Sample of all hardware 1.5 QUALITY ASSURANCE Manufacturer Qualifications: Not less than 5 years experience in the actual production of specified products. If requested by Architect, submit documentation of plant facilities and capacity to provide casework for this Project. Installer Qualifications: Firm with 5 years experience in installation or application of systems similar in complexity to those required for this Project, plus the following. 1. Authorized distributor of manufacturer. Mock-Up: Provide a mock-up for evaluation of fabrication techniques and application workmanship. 1. Installation in area designated by Architect. 2. Do not proceed with remaining work until installation is approved by Architect. 3. As selected and required by Architect's request for mock-up: Install base cabinet with drawer and cupboard, one adjustable shelf, hinged door and applicable hardware. Wall case with adjustable shelf, hinged door and applicable hardware. 12330 MANUFACTURED CASEWORK 2 of 9 Southold Animal Shelter 1/31/07 1.6 DELIVERY, STORAGE, AND HANDLING Casework shall be protected in transit. Protect woodwork during transit, delivery, storage, and handling to prevent damage, soilage, and deterioration. Store products under cover in a ventilated building not exposed to extreme temperature and humidity changes prior to installation. Do not store or install casework in building until concrete, masonry, and drywall/plaster work is dry. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction if applicable. 1.7 PROJECT CONDITIONS For delivery and installation of casework and equipment, building conditions shall comply with AWl Standard 1700-G-3 and 1700-G-4 and be as follows: 1. Flooring required to be placed under casework and equipment installed. 2. Wall preparation as needed for immediate installation upon delivery. 3. Heating and air conditioning systems providing consistent temperature and humidity conditions to comply with by AWl Standard 1700-G-4 and 1700-G- 5. a. Relative humidity not less than 40 percent, nor more than 60 percent. b. Temperatures not less than 65 degrees F (18 degrees C) and not greater than 80 degrees F (27 degrees C) in areas of casework and equipment installation. 4. Overhead mechanical, electrical and plumbing rough-in work is complete. 5. Wet operations complete prior to delivery. 6. Ceiling grids (with or without ceiling tiles), overhead soffits, ductwork and lighting installed. 7. Painting complete. 1.8 WARRANTY A. Casework Manufacturer Warranty: 5 years from date of substantial completion. PART 2 PRODUCTS 2.1 MANUFACTURERS Acceptable Manufacturer: 1.' Modular Millwork 2. East End Country Kitchen 3. Kraft Maid a. LSI Corp. of America Inc. 4. Manhattan Sheet Metal Work Inc.212 533 7076 (ss coutertops and kitchen equipment) 5. or approved equal B. Requests for substitutions will be considered in accordance with provisions of ,~ 3 of 9 1_o30 MANUFACTURED CASEWORK Southold Animal Shelter 1/31/07 2.2 Section 01600. DESIGN Overlay Door Design: 1. Drawer fronts and hinged doors shall overlay the cabinet body. Maintain a maximum 1/8 inch (3.2 mm) reveal between pairs of doors, between door and drawer front, or between multiple drawer froms within the cabinet Americans with Disabilities Act Requirements: The following special requirements shall be met, where specifically indicated on amhitectural plans as "ADA", or by General Note. 1. Service counter maximum height of 36" 2. Kneespace clearance: Shall be minimum 29 inches (737 man) A.F.F. at apron, and 30 inches (762 mm) clear span width. All cabinets with exposed sides shall be finished with end panels. All counters spanning an open space shall have end panels for edge support. 2.3 PERFORMANCE Casework shall conform to the following minimum performance requirements for static load performance: 2. 3. 4. 5. 6. Base cabinet construction/racking test: 800 lbs. (363 kg). Cabinet front joim loading test: 425 lb (193 kg). Wall cabinet static load test: 2,000 lb (907 kg). Drawer from joint loading test: 600 lb (272 kg). Drawer construction/static load test: 750 lb (340 kg). Cabinet adjustable shelf support device/static load test: 300 lb (136 kg). 2.4 MATERIALS AND COMPONENTS Laminated Plastics/Finishes: 1. Manufacturers: a. Wilsonart b. Formica Corporation c. Nevamar Decorative Surfaces d. Pionite Decorative Laminates e.or approved equal 2. High-pressure plastic laminate with sealed, pressure wrapped laminate, .030 inch (.76 mm) in thickness, for exterior surfaces shall meet NEMA LD3-2000 VGL standards including thickness on solid wood doors. a. Exterior Color: I) Standard finish from casework manufacturer's standard colors 3. Plastic Laminate Balancing Sheet: White high-pressure cabinet-liner, .020 inch (.051 mm) in thickness shall meet NEMA LD3-2000 CLS standards. Provide for balancing exterior surface laminates. Seal all joints. 4. Countertop High-Pressure Plastic Laminate: 12330 MANUFACTURED CASEWORK 4 oft) Southold Animal Shelter 1/31/07 a. High-pressure plastic laminate, textured finish .050 inch (1.27 mm) thickness or .042 inch (1.07 mm) postforming grade as detailed. b. Countertop Colors: 1) Standard finish from casework manufacturer's standard colors Architect to select all colors from samples on actual substrate c. Heavy gauge neutral colored backing sheet for balanced construction. Pressure Fused Laminate: a. Melamine resin impregnated, 120 gram PSM minimum, thermofused to core under pressure. b. Comply with NEMA LD3-2000 VGL standards and NEMA LD3-2000 CLS standards. c. White pressure fused laminate for cabinet interiors behind door and drawers, interiors of all open cabinets, and underside of wall cabinets. d. Balanced at all concealed surfaces with same thermofused melamine. Unsurfaced coreboard or simple backers not allowed. B. WOOD MATERIALS Provide materials that comply with requirements of AWl Woodworking Standard for each type of woodwork and quality grade indicated: a. Hardboard: AHAA135.4 b. Medium Density Fiberboard: ANSI A208.2 c. Softwood Plywood: PS-1 Formaldehyde Emission Levels: Comply with formaldehyde emission requirements of each voluntary standard referenced below: a. Medium Density Fiberboard: NPA-9 b. Hardwood Plywood: HPMA-FE 3. Softwood Lumber: PS 20; graded per AWI Premium quality standards; moisture content of 6 to 8 percent. 4. Hardwood Lumber: Graded per AWl Quality standards; moisture content of 6 to 8 percent. 5. Hardwood Plywood and Face Veneers: HPVA HP-1. PS 1 grades per AWI Premium quality standards, with glue recomtnended for application. Core Materials: Formaldehyde -free MDF or plywood. Solid wood for doors 1. Cabinet components shall be of the following minimum core thicknesses: a. 1/2 inch (12.7 mm): Cabinet backs, drawer body, and drawer bottoms. b. 3/4 inch (19.1 nun): Door and drawer face, base, wall, and tall cabinet tops and bottoms, cabinet sides, drawer spreaders, cabinet back rear hangstrips, structural dividers, exposed cabinet backs, and shelves in cabinets. c. 1 inch (25.4 mm): Product-specific work surfaces and library stack shelving unless stack fitted with vertical divider. 2. Edging Types: Provide continuous molded edges where possible. All others 12330 MANUFACTURED CASEWORK 5 of 9 Southold Animal Shelter 1/31/07 to be sealed. Hardware 1 Hinges: Concealed hinges of heavy gauge metal construction, 200,000 open/close cycle test, with hinge manufacturer's lifetime material replacement guarantee. 170 degree swing. Fully adjustable for clockwise, counter-clockwise, toe-in and out door alignment. Provide base plates to maintain 1/8 inch (3.2 mm) reveals between doors/drawers within the same cabinet, and between doors of adjoining cabinets. Doors shall be self-closing and fitted with silencer bumpers. 2. Pulls: Comply with ADA requirements. a. Wire design, LH-325 nylon, 4 inches (101.6 mm). b. Color: white. 3. Drawer Slides: a. Standard Drawers: self-closing design, epoxy powder coated White, with positive in-stop, out-stop, and out-keeper to maintain drawer in 80 percent open position. Captive nylon rollers, front and rear. Minimum dynamic (operational) load rating of 100 pounds (45 kg) at 50,000 cycles. b. File Drawers: Full extension, 3-part progressive opening slide, minimum 100 lb (45 kg), zinc plated or epoxy coated at manufacturer's option. c. Provide top-mounted magnetic catch for base and wall cabinet door. Provide two at each tall cabinet door. Catch housing shall be molded in White. LH-340ADA. 4; Adjustable Shelf Supports: Shall be LH-354 (patented) twin pin design with anti tip-up shelf restraints for both 3/4 inch (19.1 mm) and 1 inch (25.4 mm) shelves. Design shall include keel to retard shelf slide-off, and slot for ability to mechanically attach shelf to clip. Load rating shall be minimum 300 lb (136 kg) each support without failure. Cabinet interior sides shall be flush, without shelf system permanent projection. 5. Locks: Shall be disc tumbler lock keyed alike and master keyed. Dull chrome finish. d. Hinged doors and drawers National Lock No. M4-7054. 2.5 CABINET CONSTRUCTION A. Workmanship: 1. Exposed exterior cabinet surfaces shall be .030 inch (.76 mm) high- pressure laminate or foil. Laminate surface/balancing liner to core under controlled conditions by approved and regulated laminating methods to assure a premium lamination. Natural-setting hybrid P.V.A. Type III water resistant adhesives that cure through chemical reaction, containing no health or environmentally hazardous ingredients, shall be used. Contact" methods of laminating are not allowed. 2. Cabinet parts shall be accurately machined and bored for premium grade quality joinery construction utilizing automatic machinery to insure consistent sizing of modular components. End panels shall be doweled to 12330 MANUFACTURED CASEWORK 6 of 9 Southold Animal Shelter 1/31/07 receive bottom and top. 3. Back panel shall be fully bound (dadoed) into, and recessed 7/8 inch (22.2 mm) from the back of cabinet sides, top, and bottom to insure rigidity and a fully closed cabinet. Cabinet back shall be mechanically fastened from mar of body for tight interior fit and sealed with full-perimeter high-strength hot-melt adhesive. 4. Drawer bottom shall be fully bound (dadoed)and glued into and recessed 1/2 inch (12.7 mm) up from the bottom of sides, back, and sub- front. Sides of drawer shall be doweled to receive drawer back and sub- front. 5. All cases shall be square, plumb, and true. 6. Provide removable back panels and closure panels for plumbing access at sink cabinets, and where required. 7. Provide custom cuts for equipment and sinks as necessary. Detailed Requirements For Cabinet Construction: 1. Sub-Base: Cabinet sub-base shall be separate and continuous water resistant exterior grade plywood with concealed fastening to cabinet bottom. Provide a secure and level platform to which cabinets attach. No cabinet sides-to-floor will be allowed. Seal all surfaces in contact with concrete. 2. Structural Cabinet Body: a. Cabinets over 36 inches (914 mm) wide shall be furnished with a mechanically fastened, yet removable, vertical divider to reduce horizontal member/shelf deflection. Wall cabinets shall have a clear inside nominal depth of 12 inches (305 mm) unless detailed otherwise. b. Exterior exposed wall cabinet bottoms shall be Pressure Fused white laminate both sides. Assembly devices shall be concealed on bottom side of wall cabinets. 3. Cabinet Ends: a. Holes drilled for adjustable shelves 1-1/4 inches (32 m_m) on center. b. Exposed exterior cabinet ends shall be laminated with high-pressure plastic laminate, balanced with high-pressure cabinet-liner interior surface. 4. Fixed And Adjustable Shelves: Thickness shall be 3/4 inch (19.1 mm). 5. Front Rail: Provide minimum 3/4 inch (19.1 mm) by 6 inches (152 mm) by full width cabinet body rails immediately behind all door/drawer and multiple drawer horizontal joints to maintain exact body dimensions, close off reveal, and be locator for lock strikes. 6. Drawers: a. Drawer fronts shall be applied to separate drawer body component sub- front. b. Drawer sides shall be doweled and glued to receive front and back, machine squared and held under pressure to set. c. Typical 1/2 inch (12.7 mm) drawer bottom, recessed, shall be fully bound (dadoed) into front, sides, and back. Routing, in drawer body for bottom, shall receive continuous glue. d. Reinforce drawer bottoms with 1/2 inch (12.7 mm) by 4 inches (101.6 mm) front-to-back intermediate underbody stiffeners, mechanically fastened. One at 24 inches (610 mm), two at 36 inches (914 mm), and over. 12330 MANUFACTURED CASEWORK 7 of 9 Southold Animal Shelter i/3 l/07 e. Deep storage drawers shall be fitted with full width hood at back. 2.6 STEEL FABRICATIONS, ASSEMBLIES, AND SUPPORT DEVICES A. Provide, of the size and configuration as detailed in the schedule, stainless steel counter tops with continuous 6" backspash, countertop and bullnose. Exposed welds shall be ground smooth. Restaurant grade PART THREE: EXECUTION a) EXAMINATION A. Do not store or install casework in facility until concrete, masonry, drywall and plaster work is dry within limits acceptable to the casework manufacturer. B. Do not begin installation until substrates have been properly prepared. Walls and openings are plumb, straight and square. C. Concrete floors level within 1/8 inch (3 mm) level per 10 foot (3000 mm) run, non-accumulative, when tested with a straight edge in any one direction. 3.2 COORDINATION 3.3 A. Verify site dimensions of cabinet locations in building prior to fabrication. B. Coordination with Mechanical, Plumbing and Electrical Contractors: Coordinate work of this Section with work of other Sections including but not limited to: 1. Water and gas service fittings, piping, electrical devices, and wiring. 2. Installation of fittings according to Shop Drawings and manufacturer's written instructions. 3. Setting bases and flanges of sink and countertop-mounted fittings in sealant recommended by manufacturer of sink or countertop material. 4. Anchorage of fittings, piping, and conduit to equipment, unless otherwise indicated. INSTALLATION Install casework in accordance with manufacturer's instructions. Installation of casework shall be plumb, level, tree and straight, with no distortions. Use concealed shims as required. Where casework or equipment butts against other finished work, scribe and cut for an accurate fit. Lubricate operating hardware as recommended by the manufacturer. Install countertop and edge surfaces in one plane with no seams. 1. Provide required holes and cutouts for service fittings. 2. Seal unfinished edges and cutouts in plastic-laminate countertops with heavy coat of polyurethane varnish. 3. Carefully dress joints smooth, remove surface scratches, and clean entire surface. 3.4 PROTECTION 12330 MANUFACTURED CASEWORK 8 of 9 Southold Animal Shelter 1/31/07 A. Inspect casework for damaged or soiled areas; remove, refinish, and touch-up as required. B. Protect installed products until completion of project. C. Touch-up, repair or replace damaged products before Substantial Completion. D. Adjust hardware as needed for functional requirements. E. Remove cartons, debris, sawdust, scraps and similar items and leave spaces clean, and casework ready for Owner's use. END OF SECTION 12330 MANUFACTUREr) CASEWORK 9 of 9 SECTION 13851 FIRE ALARM SYSTEM PART 1 GENERAL 1.01 SECTION INCLUDES A. Fire alarm system design and installation, including all components, wiring, and conduit. 1.02 REFERENCES A. IEEE C62.41 - IEEE Recommended Practice on Surge Vottages in Low-Voltage Power Circuits. B. NFPA 70 - National Electrical Code. C. NFPA 72 - National Fire Alarm Code. D. NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Evidence of installer qualifications. C. Inspection and Test Reports: 1. Submit inspection and test plan prior to closeout demonstration. 2. Submit documentation of satisfactory inspections and tests. 3. Submit NFPA 72 "inspection and Test Form," filled out. D. Operating and Maintenance Data: Revise and resubmit until acceptable; have one set available during closeout demonstration: 1. Complete set of specified design documents, as approved by authority having jurisdiction. 2. Additional printed set of project record documents and closeout documents, bound or flied in same manuals. 3. Contact information for firm that will be providing contract maintenance and trouble cell-back service. 4. List of recommended spare parts, tools, and instruments for testing. 5. Replacement parts list with current prices, and source of supply. 6. Detailed troubleshooting guide and large scale input/output matrix. 7. Detailed but easy to read explanation of procedures to be taken by non-technical administrative personnel in the event of system trouble, when routine testing is being conducted, for fire drills, and when entering into contracts for remodeling. E. Project Record Documents: Have one set available during closeout demonstration: 1. Complete set of floor plans showing actual installed locations of components, conduit, and zones. 2. "As installed" wiring and schematic diagrams, with final terminal identifications. 3. "As programmed" operating sequences, including control events by device, updated input/output chart, and voice messages by event. F. Closeout Documents: 1. Certification by manufacturer that the system has been installed in compliance with his installation requirements, is complete, and is in satisfactory operating condition. 2. NFPA 72 "Record of Completion", filled out completely and signed by installer and authorized representative of authority having jurisdiction. 1.04 QUALITY ASSURANCE A. Installer Qualifications: Firm with minimum 3 years documented experience installing fire alarm Southold Animal Shelter, Southold, NY 01/19/2007 FIRE ALARM SYSTEM systems of the specified type and providing contract maintenance service as a regular part of their business. 1. Installer Personnel: At least 2 years of experience installing fire alarm systems. 2. Supervisor: NICET level III or IV (3 or 4) certified fire alarm technician; furnish name and address. 3.Certified in Southold, NY as fire alarm installer. 1.05 WARRANTY A. Provide control panel manufacturer's warranty that system components other than wire and conduit are free from defects and will remain so for 1 year after date of Substantial Completion. B. Provide installer's warranty that the installation is free from defects and will remain so for 1 year after date of Substantial Completion. PART2 PRODUCTS 2.01 FIRE ALARM SYSTEM A. Fire Alarm System: Provide a new automatic fire detection and alarm system: 1. Provide all components necessary, regardless of whether shown in the contract documents or not. 2.Protected Premises: Entire building shown on drawings. 3. Comply with the following; where requirements conflict, order of precedence of requirements is as listed: a. The Americans With Disabilities Act (ADA). b. The requirements of the local authority having jurisdiction. c. Applicable local codes. d. The contract documents (drawings and specifications). e. NFPA 72; where the word "should" is used consider that provision mandatory; where conflicts between requirements require deviation from NFPA 72, identify deviations clearly on design documents. 4. Master Control Unit (Panel): New, located at fire command center. 5. Combined Systems: Do not combine fire alarm system with other non-tire systems. B. Fire Department Connections: 1. Means of Transmission to Remote Supervising Station: Digital alarm communicator transmitter (DACT), 2 telephone lines. C. Power Sources: 1. Pdmary: Dedicated branch cimuits of the facility power distribution system. 2. Secondary: Storage batteries. 3. Capacity: Sufficient to operate entire system for period specified by NFPA 72. 2.02 FIRE SAFETY SYSTEMS INTERFACES A.Alarm: Provide alarm initiation in accordance with NFPA 72 for the following: 1. Duct smoke detectors. B. HVAC: 1. Duct Smoke Detectors: Close dampers indicated; shut down air handlers indicated. 2.03 COMPONENTS A. General: 1. Provide flush mounted units where installed in finish areas; in unfinished areas, surface mounted unit are acceptable. 2. Provide legible, permanent labels for each control device using identification used in operation and maintenance data. Southold Animal Shelter, Southold, NY 01/19/2007 FIRE ALARM SYSTEM B. Fire Alarm Control Units, Initiating Devices, and Notification Appliances: ; listed by Underwriters Laboratories as suitable for the purpose intended. C. Master Control Unit: As specified for Basis of Design above, or equivalent. D. Initiating Devices: 1. Manual Pull Stations: 2. Smoke Detectors: 3. Duct Smoke Detectors: 4. Heat Detectors: E. Notification Appliances: 1. Speakers: 2. Strobes: F. Surge Protection: Provide surge protection to power supplies of Fire Alarm system. G. Locks and Keys: Deliver keys to Town of Southold, NY. PART3 EXECUTION 3.01 INSTALLATION A. Install in accordance with applicable codes, NFPA 72, NFPA 70, and the contract documents. B. Conceal all wiring, conduit, boxes, and supports where installed in finished areas. C. Obtain Town of Southold, NY's approval of locations of devices, before installation. D. Install instruction cards and labels. 3.02 INSPECTION ANDTESTING FOR COMPLETION A. Notify Town of Southold, NY and Design Learned 7 days prior to beginning completion inspections and tests. B. Notify authorities having jurisdiction and comply with their requirements for scheduling inspections and tests and for observation by their personnel. C. Provide the services of the installer's supervisor or person with equivalent qualifications to supervise inspection and testing, correction, and adjustments. D. Prepare for testing by ensuring that all work is complete and correct; perform preliminary tests as required. E. Provide all tools, software, and supplies required to accomplish inspection and testing. F. Perform inspection and testing in accordance with NFPA 72 and requirements of local authorities; document each inspection and test. G. Correct defective work, adjust for proper operation, and retest until entire system complies with contract documents. 3.03 CLOSEOUT A. Closeout Demonstration: Demonstrate proper operation of all functions to Town of Southold, NY. 1. Be prepared to conduct any of the required tests. 2. Have at least one copy of operation and maintenance data, preliminary copy of project record drawings, input/output matrix, and operator instruction chart(s) available during demonstration. 3. Have authorized technical representative of control unit manufacturer present during demonstration. 4. Demonstration may be combined with inspection and testing required by authority having Southold Animal Shelter, Southold, NY 01/19/2007 FIRE ALARM SYSTEM jurisdiction; notify authority having jurisdiction in time to schedule demonstration. 5. Repeat demonstration until successful. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 FIRE ALARM SYSTEM SECTION ']3910 FIRE PROTECTION BASIC MATERIALS AND METHODS PART 1 GENERAL 1.01 SECTION INCLUDES A. Pipe, fittings, valves, and connections for sprinkler and standpipe and fire hose systems. 1.02 RELATED SECTIONS A. Section 13925 - Fire Suppression Sprinklers: Sprinkler systems design. 1.03 REFERENCES A. ASTM A 53/A 53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. B. NFPA 13 - Standard for the Installation of Sprinkler Systems; National Fire Protection Association. C. UL (FPED)- Fire Protection Equipment Directory; Underwriters Laboratories Inc. D. UL 262 - Gate Valves for Fire-Protection Service; Underwriters Laboratories Inc. E. UL 312 - Check Valves for Fire-Protection Service; Underwriters Laboratories Inc. 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide manufacturers catalogue information. Indicate valve data and ratings. C. Shop Drawings: Indicate pipe materials used, jointing methods, supports, floor and wall penetration seals. Indicate installation, layout, weights, mounting and support details, and piping connections. 1.05 QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing the work of this section with minimum ten years experience. B. Conformto UL and FM requirements. C. Valves: Bear UL label or marking. Provide manufacturer's name and pressure rating marked on valve body. D. Products Requiring Electrical Connection: Listed and classified as suitable for the purpose specified and indicated. 1.06 DELIVERY, STORAGE, AND PROTECTION A. Deliver and store valves in shipping containers, with labelling in place. B. Provide temporary protective coating on cast iron and steel valves. C. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation. 1.07 EXTRA MATERIALS A. See Section 01600 - Product Requirements, for additional provisions. PART2 PRODUCTS Southold Animal Shelter, Southold, NY 01/19/2007 FIRE PROTECTION BASIC MATERIALS AND METHODS 2.01 GENERAL SYSTEM AND PRODUCT REQUIREMENTS A. Sprinkler Systems: Conform work to NFPA 13. B. Welding Materials and Procedures: Conform to ASME Code. 2.02 BURIED PIPING - Submit for Approval A. Steel Pipe: ASTM A 53/A 53M Schedule 40, black. 2.03 ABOVE GROUND PIPING - Submit for Approval 2.04 PIPE HANGERS AND SUPPORTS A. Hangers for Pipe Sizes 1/2 to 1-1/2 inch: Malleable iron, adjustable swivel, split ring. B. Hangers for Pipe Sizes 2 inches and Over: Carbon steel, adjustable, clevis. C. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support. 2.05 GATE VALVES A. Up to and including 2 inches: 1. Bronze body, bronze trim, rising stem, handwheel, solid wedge or disc, threaded ends. B. Over 2 inches: 1. Iron body, bronze trim, rising stem pro-grooved for mounting tamper switch, handwheel, OS&Y, solid rubber covered bronze or cast iron wedge, flanged ends. 2.06 CHECK VALVES A. Up to and including 2 inches: 1. Manufacturers: Submit for approval 2. Bronze body and swing disc, rubber seat, threaded ends. B. Over 2 inches: 1. Iron body, bronze trim, swing check with rubber disc, renewable disc and seat, flanged ends. C. 4 inchesand Over: 1. iron body, bronze disc, stainless steel spring, resilient seal, threaded, wafer, or flanged ends. 2.07 DRAIN VALVES A. Ball Valve: 1. Manufacturers: Submit for Approval 2. Brass with cap and chain, 3/4 inch hose thread. PART3 EXECUTION 3.01 PREPARATION A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. B. Remove scale and foreign material, from inside and outside, before assembly. C. Prepare piping connections to equipment with flanges or unions. 3.02 INSTALLATION A. Install sprinkler system and service main piping, hangers, and supports in accordance with NFPA 13. Southold Animal Shelter. Southold, NY 01/19/2007 FIRE PROTECTION BASIC MATERIALS AND METHODS B. Route piping in orderly manner, plumb and parallel to building structure. Maintain gradient. C. Install piping to conserve building space, to not interfere with use of space and other work. D. Group piping whenever practical at common elevations. E. Sleeve pipes passing through partitions, walls, and floors. F. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment. G. Pipe Hangers and Supports: 1. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent work. 2. Place hangers within 12 inches of each horizontal elbow. 3. Use hangers with 1-1/2 inch minimum vertical adjustment. Design hangers for pipe movement without disengagement of supported pipe. 4. Support vertical piping at every floor. Support riser piping independently of connected horizontal piping. 5. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. 6. Prime coat and paint steel hangers and supports. Provide final painting according to color and paint specified by architect or owner. H. Slope piping and arrange systems to drain at Iow points. Use eccentric reducers to maintain top of pipe level. I. Prepare pipe, fittings, supports, and accessories for finish painting. Where pipe support members are welded to structural building framing, scrape, brush clean, and apply one coat of zinc rich primer to welding. Provide final painting according to color and paint specified by architect or owner. J. Do not penetrate building structural members without WRITTEN permission. K. Provide sleeves when penetrating floors and walls. Seal pipe and sleeve penetrations to achieve fire resistance equivalent to fire separation required. L When installing more than one piping system material, ensure system components are compatible and joined to ensure the integrity of the system. Provide necessary joining fittings. Ensure flanges, union, and couplings for servicing are consistently provided. M. Die cut threaded joints with full cut standard taper pipe threads with red lead and linseed oil or other non-toxic joint compound applied to male threads only. N. Install valves with stems upright or horizontal, not inverted. Remove protective coatings prior to installation. O. Provide gate valves for shut-off or isolating service. P. Provide drain valves at main shut-off valves, iow points of piping and apparatus. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 FIRE PROTECTION BASIC MATERIALS AND METHODS SECTION 13925 FIRE SUPPRESSION SPRINKLERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Wet-pipe sprinkler system. B. Dry-pipesprinkler system. C. System design, installation, and certification. D. Fire department connections. 1.02 REFERENCES A. NFPA 13 - Standard for the Installation of Sprinkler Systems; National Fire Protection Association. B. NFPA 13R - Standard for the installation of Sprinkler Systems in Residential Occupancies up to and including Four Stories in Height; National Fire Protection Association. C. UL (FPED) - Fire Protection Equipment Directory; Underwriters Laboratories Inc. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on sprinklers, valves, and specialties, including manufacturers catalog information. Submit performance ratings, rough-in details, weights, support requirements, and piping connections. C. Shop Drawings: 1. Submit preliminary layout of finished ceiling areas indicating only sprinkler locations coordinated with ceiling installation. 2. Indicate hydraulic calculations, detailed pipe layout, hangers and supports, sprinklers, components and accessories. Indicate system controls. 3. Submit shop drawings to authority having jurisdiction and Design Learned for approval. D. Follow Design Learned sprinkler drawings closely. Do not deviate from layout shown without WRITTEN approval from the engineer. 1.04 QUALITY ASSURANCE A. Conformto UL requirements. 1,05 DELIVERY, STORAGE, AND PROTECTION A. Store products in shipping containers and maintain in place until installation. Provide temporary inlet and outlet caps. Maintain caps in place until installation. 1.06 EXTRA MATERIALS A. Provide extra sprinklers of type and size matching those installed, in quantity required by referenced NFPA design and installation standard. B. Provide suitable wrenches for each sprinkler type. C. Provide metal storage cabinet located adjacent to alarm valve. PART2 PRODUCTS Southold Animal Shelter, Southold, NY 01/19/2007 FIRE SUPPRESSION SPRINKLERS 2.01 SPRINKLER SYSTEM REQUIREMENTS A. Sprinkler System: Provide coverage for entire building. B. Occupancy: Light hazard; complywith NFPA 13. C. Interface system with building control system. D. Provide fire department connections where indicated. 2.02 SPRINKLERS A. Suspended Ceiling Type: Standard pendant type with matching push on escutcheon plate. B. Exposed Area Type: Standard upright type with guard. C. Sidewall Type: Standard horizontal sidewall type with matching push on escutcheon plate and guard. D. Dry Spdnklem: Standard upright type with matching push on escutcheon plate. 2.03 PIPING SPECIALTIES A. Wet Pipe Sprinkler Alarm Valve: Check type valve with divided seat ring, rubber faced clapper to automatically actuate water motor alarm and electric alarm, with pressure retard chamber and vadable pressure trim; with test and drain valve. B. Dry Pipe Sprinkler Alarm Valve: Check type valve with divided seat ring, rubber faced clapper to automatically actuate water motor alarm and electric alarm, with accelerator; with test and drain valve. C. Water Flow Switch: Vane type switch for mounting horizontal or vertical, with two contacts; rated 10 amp at 125 volt AC and 2.5 amp at 24 volt DC. D. Residential Domestic Shut-Off Valve: NFPA 13R, bronze and stainless steel construction, with sprinkler check valve assembly and poppet assembly to divert water from domestic system. E. Fire Department Connections: 1. Type: Flush mounted wall type with brass finish. 2. Outlets: Two way with thread size to suit fire department hardware; threaded dust cap and chain of matching material and finish. 3. Drain: 3/4 inch automatic drip, outside. 4. Label: "Sprinkler- Fire Department Connection". 2.04 AIR COMPRESSOR A. Compressor: Single unit, electric motor driven, motor, motor starter, safety valves, check valves, air maintenance device incorporating electric pressure switch and unloader valve. PART3 EXECUTION 3.0'1 INSTALLATION A. Install in accordance with referenced NFPA design and installation standard. B. Install equipment in accordance with manufacturer's instructions. C. Provide approved backfiow preventer assembly at sprinkler system water source connection. D. Locate fire department connection with sufficient clearance from walls, obstructions, or adjacent siamese connectors to allow full swing of fire department wrench handle. E. Place pipe runs to minimize obstruction to other work. Southold Animal Shelter, Southold, N',' 01/19/2007 FIRE SUPPRESSION SPRINKLERS F. Place piping in concealed spaces above finished ceilings. G. Center sprinklers in two directions in ceiling tile and provide piping offsets as required. H. Apply masking tape or paper cover to ensure concealed sprinklers, cover plates, and sprinkler escutcheons do not receive field paint finish. Remove after painting. Replace painted sprinklers. I. Install air compressor on vibration isolators. Refer to Section 15072. J. Flush entire piping system of foreign matter. K, Hydrostatically test entire system. L. Require test be witnessed by Fire Marshall. 3.02 INTERFACE WITH OTHER PRODUCTS A. Ensure required devices are installed and connected as required to fire alarm system. 3,03 SCHEDULES - See Drawings END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 FIRE SUPPRESSION SPRINKLERS SECTION 15065 MOTORS FOR MECHANICALEQUlPMENT PART 1 GENERAL 1.01 SECTION INCLUDES A. Single phase electric motors. B. Three phase electric motors. 1.02 REFERENCES A. NEMA MG 1 - Motors and Generators; National Electrical Manufacturers Association. B. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. 1.04 QUALITY ASSURANCE A. Conformto NFPA70. B. Products Requiring Electrical Connection: Listed and classified by Underwriters' Laboratories, Inc. as suitable for the purpose specified and indicated. 1.05 DELIVERY, STORAGE, AND HANDLING A. Protect motors stored on site from weather and moisture by maintaining factory covers and suitable weather-proofcovering. For extended outdoor storage, remove motors from equipment and store separately. PART2 PRODUCTS 2.01 GENERAL CONSTRUCTION AND REQUIREMENTS A. Construction: 1. Open drip-proof type except where specifically noted otherwise. 2. Design for continuous operation in 40 degrees C environment. 3. Design for temperature rise in accordance with NEMA MG 1 limits for insulation class, service factor, and motor enclosure type. B. Visible Nameplate: Indicating motor horsepower, voltage, phase, cycles, RPM, full load amps, locked rotor amps, frame size, manufacturer's name and model number, service factor, power factor, efficiency. C. Wiring Terminations: 1. Provide terminal lugs to match branch cimuit conductor quantities, sizes, and materials indicated. Enclose terminal lugs in terminal box sized to NFPA 70, threaded for conduit. 2. For fractional horsepower motors where connection is made directly, provide threaded conduit connection in end frame. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install securely on firm foundation. Mount ball bearing motors with shaft in any position. C. Check line voltage and phase and ensure agreement with nameplate. Southold Animal Shelter, Southold, NY 01/19/2007 MOTORS FOR MECHANICAL EQUIPMENT END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 MOTORS FOR MECHANICAL EQUIPMENT SECTION 15072 VIBRATION ISOLATION PART1 GENERAL 1.01 SECTION INCLUDES A. Vibration isolatom. 1.02 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. PART2 PRODUCTS 2.01 VIBRATION ISOLATORS A. Open Spdng Isolatom: 1. Springs: Minimum horizontal stiffness equal to 75 percent vertical stiffness, with working deflection between 0.3 and 0.6 of maximum deflection. Color code springs for load carrying capacity. 2. Spring Mounts: Provide with leveling devices, minimum 0.25 inch thick neoprene sound pads, and zinc chromate plated hardware. 3. Sound Pads: Size for minimum deflection of 0.05 inch; meet requirements for neoprene pad isolators. 4. For Exterior and Humid Areas: Hot dipped galvanized housings and neoprene coated springs. B. Restrained Open Spring Isolators: 1. Springs: Minimum horizontal stiffness equal to 75 percent vertical stiffness, with working deflection between 0.3 and 0.6 of maximum deflection. Color code springs for load carrying capacity. 2. Spring Mounts: Provide with leveling devices, minimum 0.25 inch thick neoprene sound pads, and zinc chromate plated hardware. 3. Sound Pads: Size for minimum deflection of 0.05 inch; meet requirements for neoprene pad isolators. 4.Restraint: Provide heavy mounting frame and limit stops. 5. For Exterior and Humid Areas: Hot dipped galvanized housings and neoprene coated springs. C. Closed Spring Isolators: 1. Type: Closed spring mount with top and bottom housing separated with neoprene rubber stabilizers. 2. Springs: Minimum horizontal stiffness equal to 75 percent vertical stiffness, with working deflection between 0.3 and 0.6 of maximum deflection. Color code springs for load carrying capacity. 3. Housings: Incorporate neoprene isolation pad meeting requirements for neoprene pad isolators, and neoprene side stabilizers with minimum 0.25 inch clearance. 4. For Exterior and Humid Areas: Hot dipped galvanized housings and neoprene coated springs. D. Restrained Closed Spring Isolators: 1. Type: Closed spring mount with top and bottom housing separated with neoprene rubber stabilizers. 2. Springs: Minimum horizontal stiffness equal to 75 percent vertical stiffness, with working deflection between 0.3 and 0.6 of maximum deflection. Color code springs for load carrying capacity. Southold Animal Shelter, Southold, NY 01/19/2007 VIBRATION ISOLATION 3. Housings: Incorporate neoprene isolation pad meeting requirements for neoprene pad isolators, and neoprene side stabilizers with minimum 0.25 inch clearance and limit stops. 4. For Exterior and Humid Areas: Hot dipped galvanized housings and neoprene coated springs. E. Neoprene Pad Isolators: 1. Rubber or neoprene waffle pads. 2. Configuration: Single layer. PART3 EXECUTION 3.0'1 INSTALLATION A. Install in accordance with manufacturer's instructions. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 VIBRATION ISOLATION SECTION 15075 MECHANICAL IDENTIFICATION PART1 GENERAL 1.01 SECTION INCLUDES A. Nameplates. B. Tags. C. Pipe Markers. 1.02 REFERENCES A. ASME A13.1 - Scheme for the Identification of Piping Systems; The American Society of Mechanical Engineers. PART2 PRODUCTS 2.01 NAMEPLATES A. Description: Laminated three-layerplastic with engraved letters. 1. Letter Color: White. 2. Letter Height: 1/4 inch. 3. Background Color: Black. 2.02 TAGS A. Plastic Tags: Laminated three-layer plastic with engraved black letters on light contrasting background color. Tag size minimum 1-1/2 inch diameter. B. Metal Tags: Brass with stamped letters; tag size minimum 1-1/2 inch diameter with smooth edges. 2.03 PIPE MARKERS A. Color: Conform to ASME A13.1. B. Plastic Pipe Markers: Factory fabricated, flexible, semi- rigid plastic, preformed to fit around pipe or pipe covering; minimum information indicating flow direction arrow and identification of fluid being conveyed. C. Plastic Tape Pipe Markers: Flexible, vinyl film tape with pressure sensitive adhesive backing and printed markings. PART3 EXECUTION 3.01 PREPARATION A. Degrease and clean surfaces to receive adhesive for identification materials. 3.02 INSTALLATION A. Install plastic nameplates with corrosive-resistant mechanical fasteners, or adhesive. Apply with sufficient adhesive to ensure permanent adhesion and seal with clear lacquer. B. Install tags with corrosion resistant chain. C. Install plastic pipe markers in accordance with manufacturer's instructions. D. Install plastic tape pipe markers complete around pipe in accordance with manufacturer's instructions. Southold Animal Shelter, Southold, NY 01/19/2007 MECHANICAL IDENTIFICATION E. Identify air handling units, pumps, heat transfer equipment, tanks, and water treatment devices with plastic nameplates. Small devices, such as in-line pumps, may be identified with tags. F. Identify control panels and major control components outside panels with plastic nameplates. G. Identify thermostats relating to terminal boxes or valves with nameplates. H. Identify valves in main and branch piping with tags. I. Identify piping, concealed or exposed, with plastic pipe markers. Use tags on piping 3/4 inch diameter and smaller. Identify service, flow direction, and pressure. Install in clear view and align with axis of piping. Locate identification not to exceed 20 feet on straight runs including risers and drops, adjacent to each valve and Tee, at each side of penetration of structure or enclosure, and at each obstruction. J. Identify ductwork with plastic nameplates. Identify with air handling unit identification number and area served. Locate identification at air handling unit, at each side of penetration of structure or enclosure, and at each obstruction. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 MECHANICAL IDENTIFICATION SECTION 15082 PIPING INSULATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Piping insulation. 1.02 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide product description, thermal characteristics, list of materials and thickness for each service, and locations. 1.03 DELIVERY, STORAGE, AND PROTECTION A. Accept materials on site, labeled with manufacturer's identification, product density, and thickness. PART2 PRODUCTS - ARMAFLEXAS SPECIFIED PART 3 EXECUTION 3.01 EXAMINATION A. Verify that piping has been tested before applying insulation materials. B. Verify that surfaces are clean and dry, with foreign material removed. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. All hot and cold potable water piping without exception is to be insulated with Armaflex. Tape and seal all seams and joints. C. Exposed Piping: Locate insulation and cover seams in least visible locations. D. insulated pipes conveying fluids below ambient temperature: Insulate entire system including fittings, valves, unions, flanges, strainers, flexible connections, pump bodies, and expansion joints. E. For hot piping conveying fluids 140 degrees F or less, do not insulate flanges and unions at equipment, but bevel and seal ends of insulation. F. Continue insulation through walls, sleeves, pipe hangers, and other pipe penetrations. Finish at supports, protrusions, and interruptions. Attire separations, refer to Section 07840. G. Pipe Exposed in Mechanical Equipment Rooms or Finished Spaces (less than 10 feet above finished floor): Finish with canvas jacket sized for finish painting. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 PIPING INSULATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Duct insulation. B. Duct Liner. C. Insulation jackets. '1,02 REFERENCES A. B. SECTION 15086 DUCT INSULATION ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate. ASTM B 209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric). C. ASTM C 518 - Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus. D. ASTM C 553 - Specification for Mineral Fiber Blanket Thermal Insulation for Commercial and Industrial Applications. E. ASTM C 612 - Standard Specification for Mineral Fiber Block and Board Thermal Insulation. F. ASTM C 1071 - Standard Specification for Fibrous Glass Duct Lining Insulation (Thermal and Sound Absorbing Material). G. ASTM E 96/E 96M - Standard Test Methods for Water Vapor Transmission of Materials. H. SMACNA (DCS) - HVAC Duct Construction Standards - Metal and Flexible; Sheet Metal and Air Conditioning Contractors' National Association. '1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. '1.04 DELIVERY, STORAGE, AND PROTECTION A. Accept materials on site in original factory packaging, labelled with manufacturer's identification, including product density and thickness. B. Protect insulation from weather and construction traffic, dirt, water, chemical, and mechanical damage, by storing in original wrapping. 1.05 ENVIRONMENTAL REQUIREMENTS A. Maintain ambient temperatures and conditions required by manufacturers of adhesives, mastics, and insulation cements. B. Maintain temperature during and after installation for minimum period of 24 hours. PART2 PRODUCTS 2.01 GLASS FIBER, FLEXIBLE A. Insulation: ASTM C 553; flexible, noncombustible blanket. 1. 'K' value: 0.36 at 75 degrees F, when tested in accordance with ASTM C 518. 2. Maximum Service Temperature: 450degrees F. 3. Maximum Water Vapor Sorption: 5.0 percent byweight. Southold Animal Shelte;. Southold, NY 01/19/2007 DUCT INSULATION B. Vapor Barrier Jacket: 1. Kraft paper with glass fiber yarn and bonded to aluminized film. 2. Moisture Vapor Permeability: 0.029 ng/Pa s m (0.02 perm inch), when tested in accordance with ASTM E 96/E 96M. 3. Secure with pressure sensitive tape. 2.02 GLASS FIBER, RIGID A. Insulation: ASTM C 612; rigid, noncombustible blanket. 1. 'K' value: 0.24 at 75 degrees F, when tested in accordance with ASTM C 518. 2. Maximum service temperature: 450 degrees F. 3. Maximum Water Vapor$orption: 5.0 percent. 4. Maximum Density: 8.0 Ib/cu ft. B. Vapor Barrier Jacket: 1. Kraft paper with glass fiber yam and bonded to aluminized film. 2. Moisture Vapor Permeability: 0.029 rig/Pa s m (0.02 perm inch), when tested in accordance with ASTM E 96/E 96M. 3. Secure with pressure sensitive tape. 2.03 JACKETS A. Canvas Jacket: UL listed 60T_/sq yd plain weave cotton fabric treated with dilute fire retardant lagging adhesive. B. Aluminum Jacket: ASTM B 209 (ASTM B 209M). 1. Thickness: 0.016 inch sheet. 2. Finish: Smooth. 3. Joining: Longitudinal slip joints and 2 inch laps. 4. Fittings: 0.016 inch thick die shaped fitting covers with factory attached protective liner. 2.04 DUCT LINER A. Insulation: Incombustible glass fiber complying with ASTM C 1071; flexible blanket, rigid board, and preformed round liner board; impregnated surface and edges coated with poly vinyl acetate polymer, or acrylic polymer shown to be fungus and bacteria resistant by testing to ASTM G 21. 1. Apparent Thermal Conductivity: Maximum of 0.31 at 75 degrees F. 2. Service Temperature: Up to 250 degrees F. 3. Rated Velocity on Coated Air Side for Air Erosion: 5,000 fpm, minimum. B. Liner Fasteners: Galvanized steel, self-adhesive pad with integral head. PART3 EXECUTION 3.01 EXAMINATION A. Verity that ducts have been tested before applying insulation materials. B. Verify that surfaces are clean, foreign material removed, and dry. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. External Duct Insulation Application: 1. Secure insulation with vapor barrier with wires and seal jacket joints with vapor barrier adhesive or tape to match jacket. 2. Secure insulation without vapor barrier with staples, tape, or wires. 3. Install without sag on underside of duct. Use adhesive or mechanical fasteners where necessary to prevent sagging. Lift duct off trapeze hangers and insert spacers. 4. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive. Southold Animal Shelter, Southold, NY 01/19/2007 DUCT INSULATION 5. Stop and point insulation around access doors and damper operators to allow operation without disturbing wrapping. Duct Liner Application: 1. Adhere insulation with adhesive for 100 percent coverage, 2. Secure insulation with mechanical liner fasteners. Refer to SMACNA HVAC Duct Construction Standards - Metal and Flexible for spacing. 3. Seal and smooth joints. Seal and coat transverse joints. 4. Seal liner surface penetrations with adhesive. 5, Duct dimensions indicated are net inside dimensions required for air flow. Increase duct size to allow for insulation thickness. END OF SECTION Southold Animal Shelter, Southold, NY 01119/2007 DUCT INSULATION SECTION 15145 PART 1 GENERAL 1.01 SECTION INCLUDES A. PLUMBING PIPING Pipe, pipe fittings, valves, and connections for piping systems. 1. Sanitary sewer. 2. Domestic water. 3. Gas. 1.02 REFERENCES A. ASME B16.3 - Malleable Iron Threaded Fittings; The American Society of Mechanical Engineers. B. ASME B16.18 - Cast Copper Alloy Solder Joint Pressure Fittings; The American Society of Mechanical Engineers (ANSI B16.18). C. ASME B16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure Fittings; The American Society of Mechanical Engineers. D. ASME B31.1 - Power Piping; The American Society of Mechanical Engineers (ANSI/ASME B31.1). E. ASME B31.9 - Building Services Piping; The American Society of Mechanical Engineers (ANSI/ASME B31.9). F. ASTM A 53/A 53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. G. ASTM A 234/A 234M - Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service. H. ASTM B 32 - Standard Specification for Solder Metal. I. ASTM B 42 - Standard Specification for Seamless Copper Pipe, Standard Sizes. J. ASTM B 88 - Standard Specification for Seamless Copper Water Tube. K. ASTM B 88M - Standard Specification for Seamless Copper Water Tube (Metric). L. ASTM D 2564 - Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems. M. ASTM D 2665 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings. N. ASTM D 3034 - Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings. O. AVVWA C105/42.1.5 - Polyethylene Encasement for Ductile-Iron Pipe Systems; American Water Works Association (ANSI/AWWA C105/A2.1.5). P. CISPI 301 - Standard Specification for Hubiess Cast iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste and Vent Piping Applications; Cast Iron Soil Pipe Institute. Q. CISPI 310 - Specification for Coupling for Use in Connection with Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications; Cast Iron Soil Pipe institute. R. NFPA 54 - National Fuel Gas Code; National Fire Protection Association. Southold Animal Shelter, Southold. NY 01/19/2007 PLUMBING PIPING 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on pipe materials, pipe fittings, valves, and accessories. Provide manufacturers catalog information. Indicate valve data and ratings. 1.04 QUALITY ASSURANCE A. Perform Work in accordance with State of New York, standards. 1.05 REGULATORY REQUIREMENTS A. Conform to appli~:able code for installation of backflow prevention devices. B. Provide certificate of compliance from authority having jurisdiction indicating approval of installation of backflow prevention devices. 1.06 DELIVERY, STORAGE, AND PROTECTION A. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation. B. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system. PART2 PRODUCTS 2.01 SANITARYSEWER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. Cast Iren Pipe: CISPI 301, hubless. 1. Fittings: Cast iron. 2. Joints: ClSPI 310, neoprene gasket and stainless steel clamp and shield assemblies. B. PVC Pipe: ASTM D 2665 or ASTM D 3034. 1. Fittings: PVC. 2. Joints: Solvent welded, with ASTM D 2564 solvent cement. 2.02 SANITARYSEWER PIPING, ABOVE GRADE A. PVC Pipe: ASTM D 2665. 1. Fittings: PVC. 2. Joints: Solvent welded, with ASTM D 2564 solvent cement. 2.03 WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. Copper Pipe: ASTM B 42, hard drawn. 1. Fittings: ASME B16.18, cast copper alloy orASME B16.22 wrought copper and bronze. 2. Joints: ASTM B 32, alloy Sn95 solder. 2.04 WATER PIPING, ABOVE GRADE A. Copper Tube: ASTM B 88 (ASTM B 88M), Type L (B), Drawn (H). 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22, wrought copper and bronze. 2. Joints: ASTM B 32, alloy Sn95 solder. 2.05 NATURALGAS PIPING, BURIED WITHIN 5 FEET OF BUILDING A. Steel Pipe: ASTM A 53/A 53M Schedule 40 black. 1. Fittings: ASTM A 234/A 234M, wrought steel welding type. 2. Joints: ASME B31.1,welded. 3. Jacket: AWWA C105/A21.5 polyethylene jacket or double layer, half-lapped 10 mil polyethylene tape. Southold Animal Shelter, Southold, NY 01/19/2007 PLUMBING PIPING 2.06 NATURAL GAS PIPING, ABOVE GRADE A. Steel Pipe: ASTM A 53/A 53M Schedule 40 black. 1. Fittings: ASME B16.3, malleable iron, or ASTM A 234/A 234M, wrought steel welding type. 2. Joints: NFPA 54, threaded or welded to ASME B31.1. 2.07 FLANGES, UNIONS, AND COUPLINGS A. Unions for Pipe Sizes 3 inches and Under: Provide for all serviceable equipment 1. Ferrous pipe: Class 150 malleable iron threaded unions. 2. Copper tube and pipe: Class 150 bronze unions with soldered joints. B. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder end, water impervious isolation barrier. 2.08 PIPE HANGERS AND SUPPORTS A. Plumbing Piping - Drain, Waste, and Vent: Conformto ASME B31.9. 2.Hangers for Pipe Sizes 1/2 Inch to 1-1/2 Inches: Malleable iron, adjustable swivel, split ring. 3.Hangers for Pipe Sizes 2 Inches and Over: Carbon steel, adjustable, clevis. B. Plumbing Piping-Water: 1. Hangers for Pipe Sizes 1/2 Inch to 1-1/2 Inches: Malleable iron, adjustable swivel, split ring. 2. Hangers for Cold Pipe Sizes 2 inches and Over: Carbon steel, adjustable, clevis. 2.09 GATE VALVES A. Manufacturers: Submit for approval.. 2.10 BALL VALVES A. Manufacturers:Submit for approval. 2.11 SWING CHECKVALVES A. Manufacturers: Submit for approval. 2.12 WATER PRESSURE REDUCING VALVES A. Manufacturers: Submit for approval PART3 EXECUTION 3.01 EXAMINATION A. Verify that excavations are to required grade, dry, and not over-excavated. 3.02 PREPARATION A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. B. Remove scale and dirt, on inside and outside, before assembly. C. Prepare piping connections to equipment with flanges or unions. 3.03 INSTALLATION A. Install in accordance with manufacture¢s instructions. B. Provide non-conducting dielectric connections wherever jointing dissimilar metals. C. Route piping in ordedy manner and maintain gradient. Route parallel and perpendicular to walls. D. Install piping to maintain headroom, conserve space, and not interfere with use of space. Soutnold Animal Shelter, Southold, NY 01/19/2007 PLUMBING PIPING E. Group piping whenever practical at common elevations. F. Provide clearance in hangers and from structure and other equipment for installation of insulation and access to valves and fittings. Refer to Section 15082. G. Provide access where valves and fittings are not exposed. H. Establish elevations of buried piping outside the building to ensure not less than 4 ft of cover. I. Install vent piping penetrating roofed areas to maintain integrity of roof assembly. J. Provide support for utility metem in accordance with requirements of utility companies. K. Prepare exposed, unfinished pipe, fittings, supports, and accessories ready for finish painting. L. PVC Pipe: Make solvent-welded joints in accordance with ASTM D 2855. M. Sleeve pipes passing through partitions, walls and floors. N. Inserts: 1. Provide inserts for placement in concrete formwork. 2. Provide inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. 3. Provide hooked rod to concrete reinforcement section for inserts carrying pipe over 4 inches. 4. Where concrete slabs form finished ceiling, locate inserts flush with slab surface. O. Pipe Hangers and Supports: 1. Install in accordance with ASME B31.9. 2. Support horizontal piping as scheduled. 3. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent work. 4. Place hangers within 12 inches of each horizontal elbow. 5. Use hangers with 1-1/2 inch minimum vertical adjustment. Design hangers for pipe movement without disengagement of supported pipe. 6. Suppor[ vertical piping at every floor. Support riser piping independently of connected horizontal piping. 7. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. 8. Provide copper plated hangers and supports for copper piping. 9. Pdme coat and finish paint exposed steel hangers and supports. 3.04 APPLICATION A. Install unions downstream of valves and at equipment or apparatus connections. B. Install gate valves for shut-off and to isolate equipment, part of systems, or vertical risers. C. install globe valves for throttling, bypass, or manual flow control services. D. Provide plug valves in natural gas systems for shut-off service. E. Provide flow contrels in water recirculating systems where indicated. 3.05 SERVICE CONNECTIONS A. Provide new water service complete with approved reduced pressure backflow preventer and water meter with by-pass valves, pressure reducing valve, and sand strainer. 3.06 SCHEDULES A. Pipe Hanger Spacing: Soutfiold Animal Shelter, Southold, NY 01/19/2007 PLUMBING PIPING 1. Metal Piping: a. Pipe size: 1/2 inchesto 1-1/4 inches: 1) Maximum hanger spacing: 6.5 ft. b. Pipe size: 1-1/2 inches to 2 inches: 1) Maximum hangerspacing: 10 ft. 2. Plastic Piping: a. All Sizes: 1) Maximum hanger spacing: 6 ft. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 PLUMBING PIPING SECTION 15146 PLUMBING SPECIALTIES PART1 GENERAL 1.01 SECTION INCLUDES A. Floor drains. B. Cleanouts. C. Hose bibs. D. Backflow preventers. E. Water hammer arrestors. F. Interceptors. 1.02 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide component sizes, rough-in requirements, service sizes, and finishes. 1.03 DELIVERY, STORAGE, AND PROTECTION A. Accept specialties on site in original factory packaging. Inspect for damage. PART2 PRODUCTS 2.01 DRAINS A. Manufacturers: As specified. All floor drains in animal areas are to be acid and urine resistant. B. Area Drains: As specified. 2.02 CLEANOUTS A. Manufacturers: Submit for approval 2.03 HOSE BIBBS A. Manufacturers: As specified. Submit indoor bibs for approval 2.04 WASHING MACHINE BOXES AND VALVES A. Box Manufacturers: Submit for approval. B. Valve Manufacturers: Submit for approval. 2.05 BACKFLOW PREVENTERS A. Manufacturers: Submit for approval. 2.06 WATER HAMMERARRESTORS A. Manufacturers:As specified 2.07 HAIR INTERCEPTOR A. Manufacturers:As specified. PART3 EXECUTION 3.01 INSTALLATION Southold Animal Shelter, Southold, NY 01/19/2007 PLUMBING SPECIALTIES A. Install in accordance with manufacturer's instructions. B. Extend cleanouts to finished floor or wall surface. Lubricate threaded cleanout plugs with mixture of graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage system. C. Encase exterior cleanouts in concrete flush with grade. D. Install floor cleanouts at elevation to accommodate finished floor. E. Install approved potable water protection devices on plumbing lines where contamination of domestic water may occur; on boiler feed water lines, janitor rooms, fire sprinkler systems, premise isolation, irrigation systems, flush valves, interior and exterior hose bibs. F. Pipe relief from backflow preventer to nearest drain. G. Install water hammer arrestors complete with accessible isolation valve on hot and cold water supply piping to lavatories, and sinks.washing machine outlets. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 :'LUMBING SPECIALTIES SECTION 15182 HYDRONIC PIPING PART 1 GENERAL 1.01 SECTION INCLUDES A. Pipe and pipe fittings for: 1. Equipment drains and overflows. 1.02 REFERENCES A. ASME B16.3 - Malleable Iron Threaded Fittings; The American Society of Mechanical Engineers. B. ASME B31.9 - Building Services Piping; The American Society of Mechanical Engineers (ANSI/ASME B31.9). C. ASTM A 53/A 53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. D. ASTM D 1785 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. E. ASTM D 2241 - Standard Specification for Poly (Vinyl Chloride) {PVC) Pressure-Rated Pipe (SDR Series). F. ASTM D 2466 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40. G. ASTM D 2467 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80. H. ASTM D 2855 - Standard Practice for Making Solvent-Cemented Joints with Poly(Vinyl Chloride) (PVC) Pipe and Fittings. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. PART2 PRODUCTS 2.01 EQUIPMENT DRAINS AND OVERFLOWS A. Steel Pipe: ASTM A 53/A 53M, Schedule 40 galvanized. 1. Fittings: Galvanized cast iron, or ASME B16.3 malleable iron. 2. Joints: Threaded, or grooved mechanicalcouplings. B. PVC Pipe: ASTM D 1785, Schedule 40, or ASTM D 2241, SDR 21 or 26. 1. Fittings: ASTM D 2466 or D2467, PVC. 2. Joints: Solvent welded. 2.02 PIPE HANGERS AND SUPPORTS A. Conform to ASME B31.9. B. Hangers for Pipe Sizes 1/2 to 1-1/2 inch: Malleable iron, adjustable swivel, split ring. C. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. D. Hanger Rods: Mild steel threaded both ends, threaded one end, or continuous threaded. PART 3 EXECUTION Soutnold Animal Shelter, Southold, NY 01/19~2007 HYDRONIC PIPING 3.0'1 INSTALLATION A. install in accordance with manufacturer's instructions. B. PVC Pipe: Make solvent-welded joints in accordance with ASTM D 2855. C. Route piping in ordedy manner, parallel to building structure, and maintain gradient. D. Install piping to conserve building space and to avoid interfere with use of space. E. Group piping whenever practical at common elevations. F. Slope piping and arrange to drain at Iow points. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 HYDRONIC PIPINC- SECTION 15410 PLUMBING FIXTURES PART1 GENERAL 1.01 SECTION INCLUDES A. Water closets. B. Lavatories. C. Sinks. D. Service sinks. E. Drinking fountains. F. Bathtubs. 1.02 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide catalog illustrations of fixtures, sizes, utility sizes, trim, and finishes. 1.03 DELIVERY, STORAGE, AND PROTECTION A. Accept fixtures on site in factory packaging. Inspect for damage. B. Protect installed fixtures from damage by securing areas and by leaving factory packaging in place to protect fixtures and prevent use. PART2 PRODUCTS 2.0'I FLUSH VALVE WATER CLOSETS 2.02 LAVATORIES A. Manufacturers:As specified 2.03 SINKS A. Manufacturers:As specified B. Double Compartment Bowl: 2.04 GROOMING BATHTUBS A. Manufacturers: Owner furnished, contractor installed. 2.05 DRINKING FOUNTAINS A. Manufacturers: 2.06 WASH SINKS A. Manufacturers:As specified. 2.07 SERVICE SINKS A. Manufacturers:As specified. PART3 EXECUTION 3.01 EXAMINATION A. Verify that walls and floor finishes are prepared and ready for installation of fixtures. Soutnold Animal Shelter, Southold, NY 01/19/2007 PLUMBING FIXTURES B. Verify that electric power is available and of the correct characteristics. C. Confirm that millwork is constructed with adequate provision for the installation of counter top lavatories and sinks. 3.02 PREPARATION A. Rough-in fixture piping connections in accordance with minimum sizes indicated in fixture rough-in schedule for particular fixtures. 3.03 INSTALLATION ^. Install each fixture with trap, easily removable for servicing and cleaning. B. Install components level and plumb. C. Install and secure fixtures in place with wall suppods and bolts. D. Seal fixtures to wall and floor surfaces with sealant, color to match fixture. E. Solidly attach water closets to floor with lag screws. Lead flashing is not intended hold fixture in place. 3.04 INTERFACE WITH WORK OF OTHER SECTIONS A. Review millwork shop drawings. Confirm location and size of fixtures and openings before rough-in and installation. 3.05 ADJUSTING A. Adjust stops or valves for intended water flow rate to fixtures without splashing, noise, or overflow. 3.06 CLEANING AND PROTECTION A. Clean plumbing fixtures and equipment. 3.07 SCHEDULES A. Fixture Heights: install fixtures to heights above finished floor as indicated. B. Fixture Rough-in 1. Water Closet (Flush Valve Type): 2. Lavatory: a. Hot Water: 1/2 Inch. b. Cold Water: 1/2 Inch. c. Waste: 1-1/2 Inch. d. Vent: 1-1/4 Inch. 3. Sink: a. Hot Water: 1/2 Inch. b. ColdWater: 1/2 Inch. c. Waste: 1-1/2 Inch. d. Vent: 1-1/4 Inch. 4. Service Sink: a. Hot Water: 1/2 Inch. b. Cold Water: 1/2 Inch. c. Waste: 2Inch. d. Vent: 1-1/2 Inch. 5. Water Cooler: a. Cold Water: 1/2 Inch. b. Waste: 1-1/4 Inch. Southold Animal Shelter, Southold, NY 01/19/2007 PLUMBING FIXTURES c. Vent: 1-1/4 Inch. 6. Bathtub: a. HotWater: 1/2 Inch. b. Cold Water: 1/2 Inch. c. Waste: 1-1/2 Inch. d. Vent: 1-1/4 Inch. END OF SECTION Soutnold Animal Shelter, Southold, NY 01/19/2007 PLUMBING FIXTURES DIVISION 15 PLUMBING FIXTURES PLUMBING FIXTURE 02 Model ESE202010 Elkay Elite ESE202010 PLUMBING FIXTURE 03 Elkay LKC2432BH Dual handle concealed mount mixing faucet. 4" blade handles. Tubular brass hi-arc traditional style swing spout with restricted flow aerator finished in chrome plate. Removable cartridges. All operating parts are replaceable from above deck. Requires 1/2" connections on 8" centers. Requires four faucet holes. Ship. Wt. 5 lbs. PLUMBING FIXTURE 04 Elkay ESE3322 Double sink, 8" D I of 6 PLUMBING FIXTURE 10 PLUMBING FIXTURE 12 American Standard MURROTM UNIVERSAL DESIGN WALL-HUNG LAVATORY [~1 0954.023 Faucet holes on 102mm (4") Ctrs · Extra right-hand hole [~1 0954.021 Faucet holes on 102mm (4") Ctrs · Extra left-hand hole PLUMBING FIXTURE 13 American Standard Heritage TWO-HANDLE CENTERSET LAVATORY FAUCET WITH GOOSENECK SPOUT 7400.000 Centerset Lavatory Gooseneck Spout. Less drain. Less pop-up hole. Less handles, w/172H Wrist Blades 2 of 6 PLUMBING FIXTURE 21 Elkay Double Water Fountain Model # edfp217C PLUMBING FIXTURE 14 Elkay Service Floor Model Model # EFS3321C PLUMBING FIXTURE 22 Lustertone® Deep Single Bowl Sink Models DLR and DLRQ Series Elkay Large Deep Single Bowl Sink Model 3 DLRSQ332210 3 of 6 PLUMBING FIXTURE 23 Elkay ILGR4822L Double bowl sink with drip board PLUMBING FIXTURE 25 American Standard 1662.601 Shower System Kit includes: · Colony Pressure Balance Valve w/stops 1371SS.240 · Fixed Handshower 1660.505 · Hose 8888.035 · Wall Supply 8888.037 · Standard Slide Bar 1660.225 · In-line Vacuum Breaker 1660.400 4 of 6 PLUMBING FIXTURE 26 Hobart Commercial Dishwasher F-8193 - LXiH PLUMBING FIXTURE 27 MAYTAG COMMERCIAL CLOTHES WASHER MODEL # MRF35PN 5 of 6 PLUMBING FIXTURE # 28 MAYTAG COMMERCIAL CLOTHES DRYER MODEL # MDG50MNV 6 of 6 SECTION 15415 RESTROOM PLUMBING FIXTURES PART1 GENERAL 1.01 SECTION INCLUDES A. Toilets. B. Lavatories and faucets. C. Fittings andtrim. 1.02 RELATED SECTIONS A. Section 07900 - Joint Sealers. B. Section 15145- Plumbing Piping. '1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. PART2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Manufacturer- Toilets, Urinals, Lavatories, and Faucets: American Standard, Inc; Tek: (800) 217-1929; Fax: (800) 233-1896. B. Acceptable Manufacturer- Flush Valves: Sloan Royal. C. Substitutions: See Section 01600 - Product Requirements. 2.02 TOILETS - GENERAL A. Toilets: Vitreous china; complywith ASME A112.19.2M for hydraulic performance, water surface area, trap seal depth, ballpass diameter, and dimensions; color white unless otherwise indicated; complete with flush valve and water control devices. B. Accessories: Unless otherwise indicated provide the following for each toilet as applicable: 1. Seat: Manufacturer's standard or recommended open front seat, without cover; white. 2. Tank-type toilets: Chrome-plated supply and stops; size as indicated. 2.03 LAVATORIES- GENERAL A. Lavatories: ComplywithASMEA112.19.1M, ASMEAl12.19.2M, ASMEA112.19.4Mas applicable for dimensions; color white unless otherwise indicated; complete with faucet, water supplies, and drain. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that piping and wiring are installed and in the right location. 3.02 PREPARATION A. install carriers and hangers for wall-mounted fixtures in walls before wall surface is completed. 3.03 INSTALLATION A. install fixtures and fittings in accordance with the manufacturer's instructions. B. Install fixtures plumb and level. Southold Animal Shelter, Southold, NY 01/19/2007 RESTROOM PLUMBING FIXTURES C. Install fixtures and fittings at heights required by ADA and applicable plumbing code. D. Anchor water closets to floor with screws or bolts. E. Install piping connections as specified in Section 15145. F. Seal fixtures to walls and floors with sealant. 3.04 ADJUSTING AND CLEANING A. Adjust water flow rates to complywith manufacturer's rating of the fixture. B. Clean fixtures of labels, dirt, and construction debris. END OF SECTION Southold Animal Shelter, Soutnold, NY 01/19/2007 RESTROOM PLUMBING FIXTURES PART 1 GENERAL 1.01 SECTION INCLUDES A. Water Heaters. B. Pumps. 1. Circulators. 1.02 SUBMITTALS A. B. SECTION 15430 PLUMBING EQUIPMENT See Section 01300 - Administrative Requirements, for submittals procedures. Product Data: 1. Provide dimension drawings of water heaters indicating components and connections to other equipment and piping. Operation and Maintenance Data: Include operation, maintenance, and inspection data, replacement par[ numbers and availability, and service depot location and telephone number. 1.03 DELIVERY, STORAGE, AND PROTECTION A. Provide temporary inlet and outlet caps. Maintain caps in place until installation. PART2 PRODUCTS - AS SPECIFIED 2.01 WATER HEATER MANUFACTURERS A. A.O. Smith Water Products Co; Model BTH-120: As specified. 2.02 IN-LINE CIRCULATOR PUMPS A. Manufacturers:As specified. B. Casing: Bronze, rated for 125 psig working pressure, with stainless steel rotor assembly. C. Impeller: Bronze. D. Shaft: Alloy steel with integral thrust collar and two oil lubricated bronze sleeve bearings. E. Seal: Carbon rotating against a stationary ceramic seat. F. Drive: Flexible coupling. PART 3 EXECUTION 3.01 INSTALLATION A. Install plumbing equipment in accordance with manufacturer's instructions, as required by code, and complying with conditions of certification, if any. B. Coordinate with plumbing piping and related fuel piping, gas venting, and electrical work to achieve operating system. C. Pumps: 1. Ensure pumps operate at specified system fluid temperatures without vapor binding and cavitation, ara non-overloading in parallel or individual operation, and operate within 25 percent of midpoint of published maximum efficiency curve. 3.02 SCHEDULES Southold Animal Shelter, Southold, NY 01/19/2007 PLUMBING EQUIPMENT A. Water Heaters: See drawings END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 PLUMBING EQUIPMENT SECTION 15735 PACKAGEDROOF TOP AIR CONDITIONING UNITS PART1 GENERAL 1.01 SECTION INCLUDES A. Packaged rooftop unit. B. Unit controls. C. Roof mounting curb and base. D. Maintenance service. 1.02 REFERENCES A. NFPA 90A - Standard for the installation of Air Conditioning and Ventilation Systems; National Fire Protection Association. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide capacity and dimensions of manufactured products and assemblies required for this project. Indicate electrical service with electrical characteristics and connection requirements, and duct connections. C. Manufacturer's Instructions: indicate assembly, support details, connection requirements, and include start-up instructions. D. Operation and Maintenance Data: Include manufacturer's descriptive literature, operating instructions, installation instructions, maintenance and repair data, and parts listing. E. Warranty: Submit manufacturer's warranty and ensure forms have been filled out in Town of Southold, NY's name and registered with manufacturer. 1.04 DELIVERY, STORAGE, AND PROTECTION A. Protect units from physical damage by storing off site until roof mounting curbs are in place, ready for immediate installation of units. 1.05 WARRANTY A. See Section 01780 - Closeout Submittals, for additional warranty requirements. B. Provide a five year warranty to include coverage for refrigeration compressors. 1.06 MAINTENANCE SERVICE A. Furnish service and maintenance of packaged roof top units for one year from Date of Substantial Completion. 1.07 EXTRA MATERIALS A. See Section 01600 - Product Requirements, for additional provisions. B. Provideonesetoffilters. PART2 PRODUCTS 2.01 MANUFACTURERS A. Asscheduledondrawings. Soutt~old Animal Shelter, Soutnold, NY 01/19/2007 PACKAGED ROOF TOP AIR CONDITIONING UNITS B. Substitutions: See Section 01600 - Product Requirements. 2.02 AIRCONDITIONING UNITS A. General: Roof mounted units having gas burner and electric refrigeration. B. Disconnect Switch: Factory mount disconnect switch on equipment under provisions of Section 16155. 2.03 OPERATING CONTROLS A. Provide Iow voltage, adjustable room thermostat to control burner operation, compressor and condenser fan, and supply fan to maintain temperature setting. 1. include system setector switch (heat-off-cool) and fan control switch (auto-on). 2. Locate thermostat in room as shown. 2.04 OPERATING CONTROLS - SINGLE ZONE UNITS A. Electric solid state microcomputer based room thermostat, located as indicated in service area with remote sensor located as indicated. B. Room thermostat shall incorporate: 1. Automatic switching from heating to cooling. 2. Short cycle protection. PART3 EXECUTION 3.01 EXAMINATION A. Verify that roof is ready to receive work and opening dimensions are as illustrated by the manufacturer. B. Verify that proper power supply is available. 3.02 INSTALLATION A. install in accordance with manufacturer's instructions. B. PROVIDE AND ~NSTALL CONDENSATE DRAINS, FITTINGS, AND TERMINATIONS OUTSIDE FOR ALL SPLrT SYSTEM UNITS. C. Mount units on factory built roof mounting curb providing watertight enclosure to protect ductwork and utility services. Install roof mounting curb level. 3.03 STARTING EQUIPMENT AND SYSTEMS A. Provide initial start-up and shut-down during first year of operation, including routine servicing and check-out. END OF SECTION Southold Animal Shelter, Southold, NY 01119/2007 PACKAGED ROOF TOP AIR CONDITIONING UNITS PART 1 GENERAL 1.01 SECTION INCLUDES A. Metal ductwork. B. Nonmetal ductwork. C. Duct cleaning. 1.02 REFERENCES A. SECTION 15810 DUCTS ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. B. ASTM A 1008/A 1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength, Low Alloy, and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardened. C. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate. D. ASTM B 209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric). E. NFPA 90A - Standard for the Installation of Air Conditioning and Ventilating Systems; National Fire Protection Association. F. SMACNA (DCS) - HVAC Duct Construction Standards - Metal and Flexible; Sheet Metal and Air Conditioning Contractors' National Association. 1.03 PERFORMANCE REQUIREMENTS A. No variation of duct configuration or sizes permitted except by written permission. Size round ducts installed in place of rectangular ducts in accordance with ASHRAE table of equivalent rectangular and round ducts. 1.04 REGULATORY REQUIREMENTS A. Construct ductworkto NFPA 90A standards. 1.05 ENVIRONMENTAL REQUIREMENTS A. Do not install duct sealants when temperatures are less than those recommended by sealant manufacturers. B. Maintain temperatures within acceptable range during and after installation of duct sealants. PART2 PRODUCTS 2.01 MATERIALS A. Galvanized Steel Ducts: Hot-dipped galvanized steel sheet, ASTM A 653/A 653M FS Type B, with G60/Z180 coating. B. Steel Ducts: ASTM A 1008/A 1008M, Designation CS, cold-rolled commercial steel. C. Aluminum Ducts: ASTM B 209 (ASTM B 209M); aluminum sheet, alloy 3003-H14. Aluminum Connectors and Bar Stock: Alloy 6061-T6 or of equivalent strength. D. Flexible Ducts: Southold Animal Shelter, Southold, NY 01/19/2007 DUCTS 1. UL 181, Class 1, aluminum laminate and polyester film with latex adhesive supported by helically wound spring steel wire. a. Pressure Rating: 10 inches WG positive and 1.0 inches WG negative. b. Maximum Velocity: 4000 fpm. c. Temperature Range: -20 degrees F to 210 degrees F. E. Insulated Flexible Ducts: 1. UL 181, Class 1, aluminum laminate and polyester film with latex adhesive supported by helically wound spring steel wire; fiberglass insulation; polyethylene vapor barrier film. a. Pressure Rating: 10 inches WG positive and 1.0 inches WG negative. b. Maximum Velocity: 4000 fpm. c. Temperature Range: -20 degrees F to 210 degrees F. 2.02 Duc'r~NORK FABRICATION A. Fabricate and support in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. Provide duct material, gages, reinforcing, and sealing for operating pressures indicated. B. Construct T's, bends, and elbows with radius of not less than 1-1/2 times width of duct on centerline. Where not possible and where rectangular elbows must be used, provide airfoil turning vanes. Where acoustical lining is indicated, provide turning vanes of perforated metal with glass fiber insulation. C. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever possible; maximum 30 degrees divergence upstream of equipment and 45 degrees convergence downstream. 2.03 DUCT MANUFACTURERS A. Metal-Fab, Inc: www.mtlfab.com. B. Lindab inc.. C. Substitutions: See Section 01600 - Product Requirements. PART 3 EXECUTION 3.01 INSTALLATION A. Duct sizes indicated are inside clear dimensions. For lined ducts, maintain sizes inside lining. B. Install and seal metal and flexible ducts in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible. C. Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities. D. Connect terminal units to supply ducts directly or with one foot maximum length of flexible duct. Do not use flexible duct to change direction. E. Connect diffusers or light troffer boots to Iow pressure ducts directly or with 5 feet maximum length of flexible duct held in place with strap or clamp. F. Connect flexible ducts to metal ducts with adhesive plus sheet metal screws. G. During construction provide temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering ductwork system. 3.02 CLEANING A. Clean duct system and fome air at high velocity through duct to remove accumulated dust. To Southold Animal Shel'~er, Southoid, NY 01/19/2007 DUCTS obtain sufficient air, clean half the system at a time. Protect equipment which may be harmed by excessive dirt with temporary filters, or bypass during cleaning. END OF SECTION Southold Animal Shelter, Southold, NY 01/19~2007 DUCTS SECTION 15820 DUCT ACCESSORIES PART 1 GENERAL 1.01 SECTION INCLUDES A. Backdraft dampers. B. Fire dampers. C. Flexible duct connections. D. Volumecontml dampem. 1.02 REFERENCES A. NFPA 90A - Standard for the Installation of Air Conditioning and Ventilating Systems; National Fire Protection Association. B. SMACNA (DCS)- HVAC Duct Construction Standards - Metal and Flexible; Sheet Metal and Air Conditioning Contractors' National Association. C. UL 555 - Standard for Fire Dampers; Underwriters Laboratories Inc.. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide for shop fabricated assemblies including volume control dampers. Include electrical characteristics and connection requirements. C. Shop Drawings: Indicate for shop fabricated assemblies including volume control dampers. D. Manufacturer's installation Instructions: Provide instructions for fire dampers. 1.04 DELIVERY, STORAGE, AND HANDLING A. Protect dampers from damage to operating linkages and blades. 1.05 EXTRA MATERIALS A. See Section 01600 - Product Requirements, for additional provisions. B. Provide two of each size and type of fusible link. PART2 PRODUCTS 2.01 BACKDRAFTDAMPERS A. Gravity Backdraft Dampers, Size 18 x 18 inches or Smaller, Furnished with Air Moving Equipment: Air moving equipment manufacturer's standard construction. 2.02 FIRE DAMPERS A. Fabricate in accordance with NFPA 90A and UL 555, and as indicated. B. Ceiling Dampers: Galvanized steel, 22 gage frame and 16 gage flap, two layers 0.125 inch ceramic fiber on top side and one layer on bottom side for round flaps, with locking clip. C. Horizontal Dampers: Galvanized steel, 22 gage frame, stainless steel closure spring, and lightweight, heat retardant non-asbestos fabric blanket. 2.03 FLEXIBLE DUCT CONNECTIONS Soutnold Animal Shelter. Southold, NY 01/19/2007 DUCT ACCESSORIES A. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. B. Flexible Duct Connections: Fabdc crimped into metal edging strip. 2.04 VOLUME CONTROL DAMPERS A. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. PART3 EXECUTION 3.01 PREPARATION A. Verify that electric power is available and of the correct characteristics. 3.02 INSTALLATION Install accessories in accordance with manufacturer's instructions, NFPA 90A, and follow SMACNA HVAC Duct Construction Standards - Metal and Flexible. Refer to Section 15810 for duct construction and pressure class. Provide backdraft dampers on exhaust fans or exhaust ducts nearest to outside and where indicated. C. Provide fire dampers at locations indicated, where ducts and outlets pass through fire rated components, and where required by authorities having jurisdiction. Install with required perimeter mounting angles, sleeves, breakaway duct connections, corrosion resistant springs, bearings, bushings and hinges. D. Demonstrate re-setting of fire dampers to Town of Southold, NY's representative. E. Provide balancing dampers at points on supply, return, and exhaust systems where branches are taken from larger ducts as required for air balancing. Install minimum 2 duct widths from duct take-off. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 DUCT ACCESSORIES SECTION 15835 POWER VENTILATORS PART 1 GENERAL 1.01 SECTION INCLUDES A. Roof exhausters. B. Wall exhausters. 1.02 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. PART2 PRODUCTS 2.01 MANUFACTURERS A. As scheduled on drawings. B. Substitutions: See Section 01600- Product Requirements. 2.02 ROOF EXHAUSTERS A. Roof Curb: 8 inch high self-flashing of galvanized steel with continuously welded seams, built-in cant strips. B. Disconnect Switch: Factory wired, non-fusible, in housing for thermal overload protected motor. C. Backdraft Damper: Gravity actuated, aluminum multiple blade construction, felt edged with offset hinge pin, nylon bearings, blades linked. 2.03 WALL EXHAUSTERS A. Disconnect Switch: Factory wired, non-fusible, in housing for thermal overload protected motor, and wall mounted multiple speed switch. B. Backdraft Damper: Gravity actuated, aluminum multiple blade construction, felt edged with offset hinge pin, nylon bearings, blades linked. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Secure roof exhausters with cadmium plated steel lag screws to roof curb. C. Extend ducts to roof exhausters into roof curb. Counterflash duct to roof opening. D. Provide sheaves required for final air balance. E. Install backdraft dampers on inlet to roof and wall exhausters. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 POWER VENTILATORS SECTION 15850 AIR OUTLETS AND INLETS PART1 GENERAL 1.01 SECTION INCLUDES A. Diffusers. B. Registers/grilles. C. Roof hoods. 1.02 REFERENCES A. SMACNA (DCS)- HVAC Duct Construction Standards - Metal and Flexible; Sheet Metal and Air Conditioning Contractors' National Association. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements for submittal procedures. B. Product Data: Provide data for equipment required for this project. Review outtets and inlets as to size, finish, and type of mounting prior to submission. Submit schedule of outlets and inlets showing type, size, location, application, and noise level. PART2 PRODUCTS 2.01 MANUFACTURERS A. Metalaire; as scheduled on drawings. B. Substitutions: See Section 01600- Product Requirements. 2.02 ROOF HOODS A. Fabricate air inlet or exhaust hoods in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible. PART3 EXECUTION 3.01 INSTALLATION A. install in accordance with manufacturer's instructions. B. Check location of outlets and inlets and make necessary adjustments in position to conform with amhitectural features, symmetry, and lighting arrangement. C. Install diffusers to ductwork with air tight connection. D. Provide balancing dampers on duct take-off to diffusers, and grilles and registers, despite whether dampers are specified as part of the diffuser, or grille and register assembly. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 AIR OLJTLETS AND INLETS SECTION 15950 TESTING, ADJUSTING, AND BALANCING PART1 GENERAL 1.01 SECTION INCLUDES A. Testing, adjustment, and balancing of air systems. B. Measurement of final operating condition of HVAC systems. 1.02 REFERENCES A. AABC MN-1 - AABC National Standards for Total System Balance; Associated Air Balance Council. B. ASHRAE Std 111 - Practices for Measurement, Testing, Adjusting and Balancing of Building Heating, Ventilation, Air-Conditioning, and Refrigeration Systems; American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc.. C. NEBB (TAB) - Procedural Standards for Testing Adjusting Balancing of Environmental Systems; National Environmental Balancing Bureau. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. TAB Plan: Submit a written plan indicating the testing, adjusting, and balancing standard to be followed and the specific approach for each system and component. 1. Submit to Design Learned, Inc.. 2. Include at least the following in the plan: a. List of all air flow, water flow, sound level, system capacity and efficiency measurements to be performed and a description of specific test procedures, parameters, formulas to be used. b. Copy of field checkout sheets and logs to be used, listing each piece of equipment to be tested, adjusted and balanced with the data cells to be gathered for each. c. Discussion of what notations and markings will be made on the duct and piping drawings during the process. d. Final test repod forms to be used. e. Procedures for formal deficiency reports, including scope, frequency and distribution. Final Report: indicate deficiencies in systems that would prevent proper testing, adjusting, and balancing of systems and equipment to achieve specified performance. 1. Revise TAB plan to reflect actual procedures and submit as part of final report. 2. Submit draft copies of report for review prior to final acceptance of Project. Provide final copies for Design Learned, Inc. and for inclusion in operating and maintenance manuals. 3. include actual instrument list, with manufacturer name, serial number, and date of calibration. 4. Form of Test Reports: Where the TAB standard being followed recommends a report format use that; otherwise, follow ASHRAE Std 111. 5. Units of Measure: Report data in both I-P (inch-pound) and SI (metric) units. 6. Test Reports: Indicate data on AABC MN-1 forms, forms prepared following ASHRAE Std 111, or NEBB forms. Submit data in SI (metric) units. 7. Include the following on the title page of each report: a. Name of Testing, Adjusting, and Balancing Agency. b. Address of Testing, Adjusting, and Balancing Agency. c. Telephone number of Testing, Adjusting, and Balancing Agency. d. Project name. Southold Animal Shelter, Southold, NY 01/19/2007 TESTING, ADJUSTING, AND BALANCING e. Project location. f. Project. g. Project altitude. h. Report date. D. Project Record Documents: Record actual locations of flow measuring stations and balancing valves and rough setting. '1.04 QUALITY ASSURANCE (moved to PART 3) A. Perform total system balance in accordance with AABC MN-l, ASHRAE Std 111, or NEBB Procedural Standards for Testing, Balancing and AdJusting of Environmentar Systems. 1. Maintain one copy of each document on site. B. TAB Agency Qualifications: Company specializing in the testing, adjusting, and balancing of systems specified in this Section with minimum three years documented experience certified by 1.05 WARRANTY(moved to PART 3) A. Furnish AABC National Performance Guaranty for this project. PART2 PRODUCTS- NOT USED PART3 EXECUTION 3.01 GENERAL REQUIREMENTS A. Perform total system balance in accordance with one of the following: B. Begin work after completion of systems to be tested, adjusted, or balanced and complete work prior to Substantial Completion of the project. C. TAB Agency Qualifications: 1. Company specializing in the testing, adjusting, and balancing of systems specified in this section. 3.02 EXAMINATION Verify that systems are complete and operable before commencing work. Ensure the following conditions: 1. Systems are started and operating in a safe and normal condition. 2. Temperature control systems are installed complete and operable. 3. Proper thermal overload protection is in place for electrical equipment. 4. Final filters are clean and in place. If required, install temporary media in addition to final filters. 5. Duct systems are clean of debris. 6. Fans are rotating correctly. 7. Fire and volume dampers are in place and open. 8. Access doors are closed and duct end caps are in place. 9. Air outlets are installed and connected. 10. Duct system leakage is minimized. B. Submit field reports. Report defects and deficiencies noted during performance of services which prevent system balance. C. Beginning of work means acceptance of existing conditions. 3,03 PREPARATION A. Provide additional balancing devices as required. Southold Animal Shelter. Southold, NY 01/19/2007 TESTING, ADJUSTING, AND BALANCING 3.04 INSTALLATION TOLERANCES A. Air Handling Systems: Adjust to within plus or minus 5 percent of design for supply systems and plus or minus 10 percent of design for return and exhaust systems. B. Air Outlets and Inlets: Adjust total to within plus 10 percent and minus 5 percent of design to space. Adjust outlets and inlets in space to within plus or minus 10 percent of design. 3.05 RECORDING AND ADJUSTING A. Ensure recorded data represents actual measured or observed conditions. B. Permanently mark settings of valves, dampers, and other adjustment devices allowing settings to be restored. Set and lock memory stops. C. After adjustment, take measurements to verify balance has not been disrupted or that such disruption has been rectified. D. Leave systems in proper working order, replacing belt guards, closing access doors, closing doom to electrical switch boxes, and restoring thermostats to specified settings. 3.06 AIRSYSTEM PROCEDURE A. Adjust air handling and distribution systems to provide required or design supply, return, and exhaust air quantities at site altitude. B. Make air quantity measurements in ducts by Pitot tube traverse of entire cross sectional area of duct. C. Measure air quantities at air inlets and outlets. D. Adjust distribution system to obtain uniform space temperatures free from objectionable drafts and noise. E. Use volume control devices to regulate air quantities only to extend that adjustments do not create objectionable air motion or sound levels. Effect volume control by duct internal devices such as dampers and splitters. F. Vary total system air quantities by adjustment of fan speeds. Provide drive changes required. Vary branch air quantities by damper regulation. G. Provide system schematic with required and actual air quantities recorded at each outlet or inlet. H. Adjust outside air automatic dampers, outside air, return air, and exhaust dampem for design conditions. FOLLOW FRESH AIR BALANCING REQUIREMENTS EXACTLY. I. Measure temperature conditions across outside air, return air, and exhaust dampers to check leakage. J. Where modulating dampers are provided, take measurements and balance at extreme conditions. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 TESTING, ADJUSTING, AND BALANCING SECTION 16060 GROUNDING AND BONDING PART 1 GENERAL 1.01 SECTION INCLUDES A. Grounding and bonding components. B. Provide all components necessary to complete the grounding system(s) consisting of: 1. Rod electrodes. 1,02 RELATED SECTIONS A. Section 02590 - Site Grounding. 1.03 REFERENCES A. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements for submittals procedures. B. Product Data: Provide for grounding electrodes and connections. 1.05 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. PART2 PRODUCTS 2.01 ELECTRODES - Submit for approval A. Rod Electrodes: Copper. 1. Diameter: 3/4 inch. 2. Length: 8 feet. 2.02 CONNECTORS AND ACCESSORIES A. Exothermic Connections: B. Grounding Electrode Conductor: Size to meet NFPA 70 requirements. PART3 EXECUTION 3.0'1 EXAMINATION A. Verify existing conditions prior to beginning work. B. Verify that final backffil and compaction has been completed before driving rod electrodes. 3.02 INSTALLATION A. Install ground electrodes at locations indicated. Install additional rod electrodes as required to achieve specified resistance to ground. B. Provide grounding electrode conductor and connect to reinforcing steel in foundation footing where indicated. Bond steel together. C. Provide bonding to meet requirements described in Quality Assurance. D. Equipment Grounding Conductor: Provide separate, insulated conductor within each feeder and branch circuit raceway. Terminate each end on suitable lug, bus, or bushing. Southold Animal Shelter, Southold, NY 01/19/2007 GROUNDING AND BONDING END OF SECTION Southold Animal Shelter, Soutnold, NY 01/19/2007 GROUNDING AND BONDING SECTION 16070 HANGERS AND SUPPORTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Conduitand equipmentsupports. B. Anchors and fasteners. 1.02 REFERENCES A. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractors Association. B. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.03 QUALITY ASSURANCE A. Conform to requirements of NFPA70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. PART2 PRODUCTS 2.01 MATERIALS A. Hangers, Supports, Anchors, and Fasteners - General: Corrosion-resistant materials of size and type adequate to carry the loads of equipment and conduit, including weight of wire in conduit. B. Supports: Fabricated of structural steel or formed steel members; galvanized. C. Anchorsand Fasteners: 1. Do not use powder-actuated anchors, spring clips, or beam clamps. 2. Concrete Structural Elements: Use precast inserts, expansion anchors, or preset inserts. 3. Steel Structural Elements: Use welded fasteners or ddlled and screwed fasteners. 4. Concrete Surfaces: Use self-drilling anchors or expansion anchors. 5. Hollow Masonry, Piaster, and Gypsum Board Partitions: Use toggle bolts or hollow wall fasteners. PART 3 EXECUTION 3.01 INSTALLATION A. Install hangers and supports as required to adequately and securely support electrical system components, in a neat and workmanlike manner, as specified in NECA 1. 1. Do not fasten supports to pipes, ducts, mechanical equipment, or conduit. 2. Do not drill or cut structural members. B. Rigidly weld support members or use hexagon-head bolts to present neat appearance with adequate strength and rigidity. Use spring lock washers under all nuts. C. Install surface-mounted cabinets and panelboards with minimum of four anchors. D. In wet and damp locations use steel channel supports to stand cabinets and panelboards 1 inch off wall. E. Use sheet metal channel to bridge studs above and below cabinets and panelboards recessed in hollow partitions. Southold Animal Shelter, Southold, NY 01/19/2007 HANGERS AND SUPPORTS END OF SECTION Southold Animal Shelter, Southold, NY 01/19~2007 HANGERS AND SUPPORTS SECTION 16075 ELECTRICAL IDENTIFICATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Nameplates and labels. B. Wire and cable markers. C. Conduit markers. 1.02 REFERENCES A. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.03 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and shown. PART2 PRODUCTS 2.0t NAMEPLATESAND LABELS A. Nameplates: Engraved three-layer laminated plastic, black letters on white background. B. Locations: 1. Each electrical distribution and control equipment enclosure. C. Letter Size: 1. Use 1/8 inch letters for identifying individual equipment and loads. D. Labels: Embossed adhesive tape, with 3/16 inch white letters on black background. Use only for identification of individual wall switches and receptacles, control device stations, and 2.02 WIRE MARKERS A. Description: Cloth type wire markers. B. Locations: Each conductor at panelboard gutters, pull boxes, outlet boxes, and junction boxes each load connection. 2.03 CONDUIT MARKERS A. Location: Furnish markers for each conduit longer than 6 feet. B. Spacing: 20 feeton center. 2.04 UNDERGROUND WARNING TAPE A. Description: 4 inch wide plastic tape, detectable type colored red with suitable warning legend describing buried electrical lines. PART 3 EXECUTION 3.01 PREPARATION A. Degrease and clean surfaces to receive nameplates and labels. 3.02 INSTALLATION Southold Animal Shelter, Southold, NY 01/19/2007 ELECTRICAL IDENTIFICATION A. Install nameplates and labels parallel to equipment lines. B. Secure nameplates to equipment front using screws. C. Secure nameplates to inside surface of door on panelboard that is recessed in finished locations. D. Identify underground conduits using underground warning tape. Install one tape per trench at 3 inches below finished grade. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 ELECTRICAL IDENTIFICATION SECTION 16123 BUILDING WIRE AND CABLE PART 1 GENERAL 1.01 SECTION INCLUDES A. Wire and cable for 600 volts and less. B. Wiring connectors and connections. 1.02 RELATED SECTIONS A. Section 16075 - Electrical Identification. 1,03 REFERENCES A. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractors Association. B. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Project Record Documents: Record actual locations of components and circuits. 1.05 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Fumish products listed and classified by Underwriters Laboratories Inc. as suitable for the purpose specified and indicated. PART2 PRODUCTS 2.01 WIRING REQUIREMENTS A. Concealed Dry Interior Locations: Use only building wire in raceway or metal clad cable. B. Exposed Dry Interior Locations: Use only building wire in raceway or metal clad cable. C. Above Accessible Ceilings: Use only building wire in raceway or metal clad cable. D. Wet or Damp Interior Locations: Use only metal clad cable. E. Exterior Locations: Use only metal clad cable. F. Underground Installations: Use only metal clad cable. G. Use conductor not smaller than 12 AWG for power and lighting circuits. H. Use 10 AWG conductors for 20 ampere, 120 volt branch circuits longer than 75 feet. I. Conductor sizes are based on copper unless indicated as aluminum or "AL". 2.02 BUILDING WIRE A. Description: Single conductor insulated wire. B. Conductor: Copper. C. Insulation Voltage Rating: 600 volts. 2.03 SERVICE ENTRANCE CABLE Southold Animal Shelter, Southold, NY 01/19/2007 BUILDING WIRE AND CABLE A. Description: NFPA70, Type SE. B. Conductor: Copper. C. Insulation Voltage Rating: 600volts. D. Insulation: Type RH. 2.04 METAL CLAD CABLE A. Description: NFPA 70, Type MC. B. Conductor: Copper. C. Insulation Voltage Rating: 600volts. D. Insulation Temperature Rating: 60 degrees C. E. Insulation Material: Thermoplastic. F. Armor Material: Steel. G. Armor Design: Interlocked metaltape. 2.05 WIRING CONNECTORS A. Spring Wire Connectors: PART 3 EXECUTION 3.01 EXAMINATION A. Verify that interior of building has been protected from weather. B. Verify that mechanical work likely to damage wire and cable has been completed. C. Verify that raceway installation is complete and supported. 3.02 PREPARATION A. Completely and thoroughly swab raceway before installing wire. 3.03 INSTALLATION A. Install wire and cable securely, in a neat and workmanlike manner, as specified in NECA 1. B. Route wire and cable as required to meet project conditions. 1. Wire and cable routing indicated is approximate unless dimensioned. 2. Where wire and cable destination is indicated and routing is not shown, determine exact routing and lengths required. 3. Include wire and cable of lengths required to install connected devices within 10 ft of location shown. C. Use wiring methods indicated. D. Pull all conductors into racewayat same time. E. Use suitable wire pulling lubricant for building wire 4 AWG and larger. F. Use suitable cable fittings and connectom. G. Neatly train and lace wiring inside boxes, equipment, and panelboards. H. Clean conductor surfaces before installing lugs and connectors. I. Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible temperature rise. Southold Animal Shelter, Southold, NY 01/19/2007 BUILDING WIRE AND CABLE J. Use split bolt connectors for copper conductor splices and taps, 6 AWG and larger. Tape uninsulated conductors and connector with electrical tape to 150 percent of insulation rating of conductor. K. Use insulated spring wire connectors with plastic caps for copper conductor splices and taps, 10 AWG and smaller. L. Identify and color code wire and cable under provisions of Section 16075. Identify each conductor with its circuit number or other designation indicated. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 BUILDING WIR=- AND CABLE SECTION 16131 CONDUIT PART1 GENERAL 1.01 SECTION INCLUDES A. Conduit, fittings and conduit bodies. 1.02 RELATED SECTIONS A. Section 16060 - Grounding and Bonding. B. Section 16070 - Hangers and Supports. C. Section 16075 - Electrical Identification. D. Section 16138- Boxes. 1.03 REFERENCES A. ANSI C80.1 - American National Standard for Electrical Rigid Steel Conduit (ERSC). B. ANSI C80.3 - American National Standard for Steel Electrical Metallic Tubing (EMT). C. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractors Association. D. NECA 101 - Standard for Installing Steel Conduit (Rigid, IMC, EMT); National Electrical Contractors Association. E. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable; National Electrical Manufacturers Association. F. NEMA TC 2 - Electrical Polyvinyl Chloride (PVC) Tubing and Conduit; National Electrical Manufacturers Association. G. NEMA TC 3 - PVC Fittings for Use with Rigid PVC Conduit and Tubing; National Electrical Manufacturers Association. H. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and shown. PART2 PRODUCTS 2.01 CONDUIT REQUIREMENTS A. Conduit Size: Complywith NFPA 70. 1. Minimum Size: 1/2 inch unless otherwise specified. B. Underground Installations: 1. More than Five Feet from Foundation Wall: Use rigid steel conduit. 2. Within Five Feet from Foundation Wall: Use rigid steel conduit. 3. In or Under Slab on Grade: Use rigid steel conduit or thickwarl non-metallic conduit. 4. Minimum Size: 3/4 inch. C. Outdoor Locations Above Grade: Use rigid steel conduit. Southold Animal Shelter, Southold, NY 01/19/2007 CONDUIT D. Wet and Damp Locations: Use rigid steel conduit or thickwall nonmetallic conduit. E. Dry Locations: 1. Concealed: Use rigid steel conduit, electrical metallic tubing, or thickwall nonmetallic conduit. 2. Exposed: Use rigid steel conduit, electrical metallic tubing, or thickwall nonmetallic conduit. 2.02 METAL CONDUIT A. Rigid SteelConduit: ANSI C80.1. B. Fittings and Conduit Bodies: NEMA FB 1; material to match conduit. 2.03 ELECTRICAL METALLIC TUBING (EMT) A. Description: ANSI C80.3; galvanized tubing. B. Fittings and Conduit Bodies: NEMA FB 1; steel or malleable iron compression type. 2.04 NONMETALLIC CONDUIT A. Description: NEMA TC 2; Schedule 40 PVC. B. Fittings and Conduit Bodies: NEMA TC 3. PART3 EXECUTION 3.01 EXAMINATION A. Conduit routing is shown on drawings in approximate locations unless dimensioned. Route as required to complete wiring system. 3.02 INSTALLATION A. Install conduit securely, in a neat and workmanlike manner, as specified in NECA 1. B. Install steel conduit as specified in NECA 101. C. Install nonmetallic conduit in accordance with manufacturer's instructions. D. Arrange supports to prevent misalignment during wiring installation. E. Support conduit using coated steel or malleable iron straps, lay-in adjustable hangers, clevis hangers, and split hangers. F. Group related conduits; support using conduit rack. Construct rack using steel channel; provide space on each for 25 percent additional conduits. G. Fasten conduit supports to building structure and surfaces under provisions of Section 16070. H. Do not support conduit with wire or perforated pipe straps. Remove wire used for temporary supports. I. Do not attach conduit to ceiling support wires. J. Arrange conduit to maintain headroom and present neat appearance. K. Route exposed conduit parallel and perpendicular to walls. L. Route conduit installed above accessible ceilings parallel and perpendicular to walls. M. Route conduit in and under slab from point-to-point. N. Maintain adequate clearance between conduit and piping. O. Cut conduit square using saw or pipecutter; de-burr cut ends. Southold Animal Shelter, Southold, NY 01/19/2007 CONDUIT P. Bdng conduit to shoulder of fittings; fasten securely. Q. install no more than equivalent of three 90 degree bends between boxes. Use conduit bodies to make sharp changes in direction, as around beams. Use hydraulic one shot bender to fabricate bends in metal conduit larger than 2 inch size. R. Avoid moisture traps; provide junction box with drain fitting at Iow points in conduit system. S. Provide suitable fittings to accommodate expansion and deflection where conduit crosses seismic. T. Provide suitable pull string in each empty conduit except sleeves and nipples. U. Use suitable caps to protect installed conduit against entrance of dirt and moisture. V. Ground and bond conduit under provisions of Section 16060. W. Identify conduit under provisions of Section 16075. END OF SECTION Southold Animal Shelter, Southoid, NY 01/19/2007 CONDUIT SECTION 16138 BOXES PART 1 GENERAL 1.01 SECTION INCLUDES A. Wall and ceiling outlet boxes. B. Pull and junction boxes. 1.02 RELATED SECTIONS A. Section 16139- Cabinets and Enclosures. B. Section 16140 - Wiring Devices: Wall plates in finished areas. 1.03 REFERENCES A. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractors Association. B. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable; National Electrical Manufacturem Association. C. NEMA OS 1 - Sheet Steel Outlet Boxes, Device Boxes, Covem, and Box Supports; National Electrical Manufacturem Association. D. NEMA 250 - Enclosures for Electrical Equipment {1000 Volts Maximum); National Electrical Manufacturers Association. E. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 SUBMITTALS A. Project Record Documents: Record actual locations and mounting heights of outlet, pull, and junction boxes on project record documents. 1.05 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Provide products listed and classified by Underwriters Laboratories, Inc., as suitable for the purpose specified and indicated. PART2 PRODUCTS 2.01 OUTLET BOXES A. Sheet Metal Outlet Boxes: NEMA OS 1, galvanized steel. B. Cast Boxes: NEMA FB 1, Type FD, aluminum. Provide gasketed cover by box manufacturer. Provide threaded hubs. C. Wall Plates for Finished Areas: As specified in Section 16140. 2.02 PULL AND JUNCTION BOXES A. Sheet Metal Boxes: NEMA OS 1, galvanized steel. B. Surface Mounted Cast Metal Box: NEMA 250, Type 4; flat-flanged, surface mounted junction box: 1. Material: Galvanized cast iron. 2. Cover: Furnish with ground flange, neoprene gasket, and stainless steel cover screws. Southold Animal Shelter, Southold, NY 01/19/2007 BOXES PART3 EXECUTION 3.01 INSTALLATION A. Install boxes securely, in a neat and workmanlike manner, as specified in NECA 1. B. Install in locations as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections, and as required by NFPA 70. C. Coordinate installation of outlet boxes for equipment connected under Section 16155. D. Set wall mounted boxes at elevations to accommodate mounting heights indicated. E. Electrical boxes are shown on Drawings in approximate locations unless dimensioned. F. Orient boxes to accommodate wiring devices oriented as specified in Section 16140. G. Maintain headroom and present neat mechanical appearance. H. install pull boxes and junction boxes above accessible ceilings and in unfinished areas only. I. Locate outlet boxes to allow luminaires positioned as shown on reflected ceiling plan. J. Align adjacent wall mounted outlet boxes for switches, thermostats, and similar devices. K. Use flush mounting outlet box in finished areas. b Do not install flush mounting box back-to-back in walls; provide minimum 6 inches separation. Provide minimum 24 inches separation in acoustic rated walls. M. Secur~ flush mounting box to interior wall and partition studs. Accurately position to allow for surface finish thickness. N. Install flush mounting box without damaging wall insulation or reducing its effectiveness. O. Use adjustable steel channel fasteners for hung ceiling outlet box. P. Do not fasten boxes to ceiling support wires. Q. Support boxes independently of conduit, except cast box that is connected to two dgid metal conduits both supported within 12 inches of box. R. Use gang box where more than one device is mounted together. Do not use sectional box. S. Large Pull Boxes: Use hinged enclosure in interior dry locations, sudace-mounted cast metal box in other locations. 3.02 ADJUSTING A. Adjust flush-mounting outlets to make front flush with finished wall material. B. Install knockout closures in unused box openings. 3.03 CLEANING A. Clean interior of boxes to remove dust, debris, and other material. B. Clean exposed surfaces and restore finish. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 BOXES SECTION 16139 CABINETS AND ENCLOSURES PART 1 GENERAL 1.01 SECTION INCLUDES A. Hinged coverenclosures. B. Cabinets. 1.02 RELATED SECTIONS A. Section 16070- Hangers and Supports. 1.03 REFERENCES A. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractors Association. B. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum); National Electrical Manufacturers Association. C. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. PART2 PRODUCTS 2.01 HINGED COVER ENCLOSURES A. Construction: NEMA 250, Type 1 steel enclosure. B. Covers: Continuous hinge, held closed by flush latch operable by screwdriver. C. Enclosure Finish: Manufacturer's standard enamel. 2.02 CABINETS A. Boxes: Galvanized steel. B. Backboard: Provide 3/4 inch thick plywood backboard for mounting terminal blocks. PART 3 EXECUTION 3.01 INSTALLATION A. install securely, in a neat and workmanlike manner, as specified in NECA 1. B. Install enclosures and boxes plumb. Anchor securely to wall and structural supports at each corner under the provisions of Section 16070. C. Install cabinet fronts plumb. 3.02 CLEANING A. Clean electrical parts to remove conductive and harmful materials. B. Remove dirt and debris from enclosure. C. Clean finishes and touch up damage. Southold Animal Shelter, Southold, NY 01/19/2007 CABINETS AND ENCLOSURES END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 CABINETS AND ENCLOSURES SECTION 16140 WIRING DEVICES PART 1 GENERAL 1.01 SECTION INCLUDES A. Wall switches. B. Wall dimmers. C. Receptacles. D. Device plates and decorative box covers. 1.02 RELATED SECTIONS A. Section 16138- Boxes. 1.03 REFERENCES A. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractors Association. B. NEMA WD 1 - General Co[or Requirements for Wiring Devices; National Electrical Manufacturers Association. C. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Provide products listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. PART2 PRODUCTS 2.01 WALL SWITCHES A. Wall Switches: General Duty, AC only general-use snap switch, complying with NEMA WD 6 and WD 1. 1. Body and Handle: Ivory plastic with toggle handle. 2. Ratings: a. Voltage: 120volts, AC. b. Current: 20 amperes. B. Switch Types: Single pole, double pole, and 3-way. 2.02 WALL DIMMERS A. Wall Dimmers: Semiconductor dimmer for both incandescent and fluorescent lamps, Type as indicated on drawings, complying with NEMA WD 6 and WD 1. 1. Body and Handle: Ivory plastic with linear slide. 2. Voltage: 120 volts. 3. Power Rating: As indicated in schedule. B. Accessory Wall Switches: Match dimmer appearance. 2.03 RECEPTACLES A. Receptacles: General duty, complying with NEMA WD 6 and WD 1. 1. Device Body: Ivory plastic. Southold Animal Snelter, Southold, NY 01/19/2007 WIRING DEVICES B. Duplex Convenience Receptacles. C. GFCI Receptacles: Convenience receptacle with integral ground fault circuit interrupter to meet regulatory requirements. 2,04 TELEPHONE JACKS 2.05 WALL PLATES A. Decorative Cover Plates: Ivory, smooth plastic. B. Weatherproof Cover Plates: Gasketed cast metal with gasketed device cover. PART3 EXECUTION 3.0'1 EXAMINATION A. Verify that outlet boxes are installed at proper height. B. Verify that wall openings are neatly cut and will be completely covered by wall plates. C. Verify that branch circuit wiring installation is completed, tested, and ready for connection to wiring devices. 3.02 PREPARATION A. Provide extension dngs to bring outlet boxes flush with finished surface. B. Clean debris from outlet boxes. 3.03 INSTALLATION A. Install securely, in a neat and workmanlike manner, as specified in NECA 1. B. install devices plumb and level. C. Install switches with OFF position down. D. Install wall dimmers to achieve full rating specified and indicated after derating for ganging as instructed by manufacturer. E. Install receptacles with grounding pole on top. F. Connect wiring device grounding terminal to outlet box with bonding jumper. G. Install decorative plates on switch, receptacle, and blank outlets in finished areas. H. Connect wiring devices by wrapping conductor around screw terminal. 3,04 INTERFACEWlTH OTHER PRODUCTS A. Coordinate locations of outlet boxes provided under Section 16138 to obtain mounting heights specified. B. Install wall switch 48 inches above finished floor. C. Install convenience receptacle 18 inches above finished floor, unless otherwise indicated on these drawings. D. install convenience receptacle 6 inches above counter. E. Install dimmer 48 inches above finished floor. F. Install telephone jack 18 inches above finished floor. 3.05 FIELD QUALITY CONTROL Southold Animal Shelter, Southold, NY 01/19/2007 WIRING DEVICES A. Perform field inspection, testing, and adjusting in accordance with Section 01400. B. Inspect each wiring device for defects. C. Operate each wall switch with circuit energized and verify proper operation. D. Verify that each receptacle device is energized. E. Test each receptacle device for proper polarity. F. Test each GFCI receptacle device for proper operation. G. Verify that each telephone jack is properly connected and circuit is operational. 3.06 ADJUSTING A. Adjust devices and wall plates to be flush and level 3.07 CLEANING A. Clean exposed surfaces to remove splatters and restore finish. END OF SECTION Southold Animal Shelte:, Southold. NY 01/19/2007 WIRING DEVICES SECTION 16155 EQUIPMENT WIRING PART 1 GENERAL 1.01 SECTION INCLUDES A. Electrical connections to equipment. 1.02 RELATED SECTIONS A. Section 16131 - Conduit. B. Section 16123 - Building Wire and Cable. C. Section 16138- Boxes. D. Section 16140 - Wiring Devices. 1.03 REFERENCES A. NFPA 70 - National Electrical Code; National Fire Protection Association. '1.04 QUALITY ASSURANCE A. Conformto requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. PART2 PRODUCTS 2.01 MATERIALS A. Wiring Devices: As specified in Section 16140. B. Flexible Conduit: As specified in Section 16131. C. Wire and Cable: As specified in Section 16123. D. Boxes: As specified in Section 16138. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that equipment is ready for electrical connection, wiring, and energization. 3.02 ELECTRICAL CONNECTIONS A. Make electrical connections in accordance with equipment manufacturer's instructions. B. Make conduit connections to equipment using flexible conduit. Use liquidtight flexible conduit with watertight connectors in damp or wet locations. C. Connect heat producing equipment using wire and cable with insulation suitable for temperatures encountered. D. Provide receptacle outlet to accommodate connection with attachment plug. E. Provide cord and cap where field-supplied attachment plug is required. F. Install suitable strain-relief clamps and fittings for cord connections at outlet boxes and equipment connection boxes. G. Install disconnect switches, controllers, control stations, and control devices to complete Southold Animal Shelter, Southold, NY 01/19/2007 EQUIPMENT WIRING equipment wiring requirements. Install terminal block jumpers to complete equipment wiring requirements. Install interconnecting conduit and wiring between devices and equipment to complete equipment wiring requirements. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 EQUIPMENT WIRING SECTION 16411 ENCLOSED CIRCUIT BREAKERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Enclosed circuit breakers. 1.02 RELATED SECTIONS A. Section 16070 - Hangers and Supports. B. Section 16075 - Electrical Identification: Engraved nameplates. 1.03 REFERENCES A. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 QUALITY ASSURANCE A. Conformto requirements of NFPA 70. B. Products: Furnish products listed and classified by Underwriters Laboratories Inc. as suitable for purpose specified and indicated. PART2 PRODUCTS 2.01 MOLDED CASE CIRCUIT BREAKERS A. Molded Case Circuit Breakers: UL listed for the following service conditions: 2.02 ACCESSORIES A. Enclosures: 1. Fabricate enclosures from steel. 2. Finish: Manufacturer's standard enamel finish, gray color. B. Provide accessories as scheduled. C. Handle Lock: include provisions for sealing. D. Provide insulated grounding lug in each enclosure. E. Provide products suitable for use as service entrance equipment where so applied. PART3 EXECUTION 3.01 INSTALLATION A. Install enclosed circuit breakers where indicated, in accordance with manufacturer's instructions. B. Install enclosed circuit breakers plumb. Provide supports in accordance with Section 16070. C. Provide engraved plastic nameplates under the provisions of Section 16075. 3.02 FIELD QUALITY CONTROL A. Perform field inspection and testing in accordance with Section 01400. B. Inspect and test each circuit breaker. C. Inspect each circuit breaker visually. D. Perform several mechanical ON-OFF operations on each circuit breaker. Southold Animal Shelter, Sout~old, NY 01/19/2007 ENCLOSED CIRCUIT BREAKERS E. Verify circuit continuity on each pole in closed position. F. Determine that cimuit breaker will trip on overcurrent condition, with tripping time to NEMA AB 1 requirements. G. Include description of testing and results in test report. 3.03 ADJUSTING A. Adjust trip settings so that circuit breakers coordinate with other overcurrent protective devices in circuit. B. Adjust tdp settings to provide adequate protection from overcurrent and fault currents. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 ENCLOSED CIRCUIT BREAKERS SECTION 16412 ENCLOSED SWITCHES PART 1 GENERAL 1.01 SECTION INCLUDES A. Fusible switches. B. Nonfusible switches. 1.02 REFERENCES A. NEMA FU 1 - Low Voltage Cartridge Fuses; National Electrical Manufacturers Association. B. NEMA KS 1 - Enclosed and Miscellaneous Distribution Equipment Switches (600 Volts Maximum); National Electrical Manufacturers Association. C. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.03 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. PART2 PRODUCTS 2.01 COMPONENTS A. Fusible Switch Assemblies: NEMA KS 1, Type HD enclosed load interrupter knife switch. 1. Externally operable handle interlocked to prevent opening front cover with switch in ON position. 2. Handle Iockable in OFF position. 3. Fuse clips: Designed to accommodate NEMA FU1, Class R fuses. B. Nonfusible Switch Assemblies: NEMA KS 1, Type HD enclosed load interrupter knife switch. 1. Externally operable handle interlocked to prevent opening front cover with switch in ON position. 2. Handle Iockable in OFF position. C. Enclosures: NEMA KS 1. 1. Interior Dry Locations: Type 1. 2. Exterior Locations: Type 3R. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install fuses in fusible disconnect switches. C. Apply adhesive tag on inside door of each fused switch indicating NEMA fuse class and size installed. 3.02 FIELD QUALITY CONTROL A. Perform field inspection in accordance with Section 01400. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 ENCLOSED SWITCHES SECTION 16413 ENCLOSED TRANSFER SWITCHES PART 1 GENERAL 1.01 SECTION INCLUDES A. Automatic Transfer Switch. 1.02 RELATED SECTIONS A. Section 16075 - Electrical Identification: Engraved nameplates. B. Section 16231 - Packaged Engine Generators: Testing requirements. 1.03 REFERENCES A. NEMA ICS 10 - Industrial Control and Systems: AC Transfer Switch Equipment; National Electrical Manufacturers Association. B. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. 1.05 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. PART2 PRODUCTS 2.01 AUTOMATIC TRANSFER SWITCH A. Description: NEMA ICS 10, automatic transfer switch suitable for use as service equipment. B. Configuration: Electrically operated, mechanically held transfer switch. 2.02 COMPONENTS A. Indicating Lights: Mount in cover of enclosure to indicate NORMAL SOURCE AVAILABLE. B. Test Switch: Mount in cover of enclosure to simulate failure of normal source. C. Enclosure: ICS 10, Type 1, finished with manufacturer's standard gray enamel. 2.03 AUTOMATICSEQUENCE OF OPERATION A. Initiate Time Delay to Start Alternate Source Engine Generator: Upon initiation by normal source monitor. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surface is suitable for transfer switch installation. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Provide engraved plastic nameplates under the previsions of Section 16075. Soutnold Animal Shelter, Southold, NY 01/19/2007 ENCLOSED TRANSFER SWITCHES 3.03 MAN U FACTURER'S FIELD SERVICES A. Provide the services of the manufacturer's technical representative to check out transfer switch connections and operations and ptace in service. 3.04 DEMONSTRATION A. Demonstrate operation of transfer switch in bypass, normal, and emergency modes. END OF SECTION Southold Animal Shelter. Southold, Nh 01/19/2007 ENCLOSED TRANSFER SWITCHES SECTION 16443 PANELBOARDS PART 1 GENERAL 1.01 SECTION INCLUDES A. Power distribution panelboards. B. Load centers. 1.02 RELATED SECTIONS A. Section 16060- Grounding and Bonding. B. Section 16075 - Electrical identification. 1.03 REFERENCES A. NECA 1 - Standard Practices for Good Workmanship in Electrical Contracting; National Electrical Contractom Association. B. NEMA PB 1 - Panelboards; National Electrical Manufacturers Association. C. NEMA PB 1.1 - General Instructions for Proper Installation, Operation and Maintenance of Panelboards Rated 600 Volts or Less; National Electrical Manufacturers Association. D. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Maintenance Data: Include spare pads listing; source and current prices of replacement pads and supplies; and recommended maintenance procedures and intervals. 1.05 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. PART2 PRODUCTS 2.01 POWER DISTRIBUTION PANELBOARDS A. Description: NEMA PB 1, circuit breaker type. B. Panelboard Bus: Copper, ratings as indicated. Provide copper ground bus in each panelboard. C. Minimum integrated shod circuit rating: As indicated. D. Molded Case Circuit Breakers: With integral thermal and instantaneous magnetic trip in each pole; UL listed. For air conditioning equipment branch circuits provide circuit breakers UL listed as Type HACR. E. Molded Case Circuit Breakers with Current Limiters: With replaceable current limiting elements, in addition to integral thermal and instantaneous magnetic trip in each pole; UL listed. F. Enclosure: NEMAPB 1, Type 1, inches inchescabinet box. G. Cabinet Front: Surface type, fastened with concealed trim clamps, hinged door with flush lock, metal directory frame, finished in manufacturer's standard gray enamel. Southold Animal Shelter, Southold. NY 01/19/2007 PANELBOARDS 2.02 LOAD CENTERS A. Description: Circuit breaker load center, with bus ratings as indicated. B. Minimum Integrated Short Circuit Rating: 10,000 amperes rms symmetrical. C. Molded Case Circuit Breakers: Plug-on type thermal magnetic tdp circuit breakers, with common trip handle for all poles; UL listed. D. Enclosure: General Purpose. E. Box: Surface type with door, and pull ring and latch on door. Finish in manufacturar's standard gray enamel. PART 3 EXECUTION 3.01 INSTALLATION A. Install panelboards in accordance with NEMA PB 1.1 and NECA 1. B. Install panelboards plumb. Install recessed panelboards flush with wall finishes. C. Height: 6 feet to top of panelboard; install panelboards taller than 6 feet with bottom no more than 4 inches above floor. D. Provide filler plates for unused spaces in panelboards. E. Provide typed or neatly handwritten circuit directory for each branch circuit panelboard. Revise directory to reflect circuiting changes required to balance phase loads. F. Provide engraved plastic nameplates under the previsions of Section 16075. G. Provide spare conduits out of each recessed panelboard to an accessible location above ceiling. Identify each as SPARE. H. Ground and bond panelboard enclosure according to Section 16060. 3.02 FIELD QUALITY CONTROL A. Perform field inspection and testing in accordance with Section 01400. 3.03 ADJUSTING A. Measure steady state load currents at each panelboard feeder; rean'ange circuits in the panelboard to balance the phase loads to within 20 percent of each other. Maintain proper phasing for multi-wire branch circuits. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 PANELBOARDS SECTION 16510 INTERIOR LUMINAIRES PART1 GENERAL 1.01 SECTION INCLUDES A. Interiorluminaires and accessories. B. Emergencylighting units. C. Exit signs. D. Ballasts. E. Fluorescent dimming ballasts and controls. F. Lamps. G. Luminaire accessories. 1.02 REFERENCES A. ANSI C82.1 - American National Standard for Lamp Ballast - Line Frequency Fluorescent Lamp Ballast. B. NECA/IESNA 500 - Recommended Practice for Installing Indoor Commemial Lighting Systems; National Electrical Contractors Association. C. NFPA 70 - National Electrical Code; National Fire Protection Association. D. NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures; National Fire Protection Association 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. 1.04 QUALITY ASSURANCE A. Conform to requirements of NFPA 70 and NFPA 101. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. 1.05 EXTRA MATERIALS A. See Section 01600 - Product Requirements, for additional provisions. B. Furnish two replacement lamps for each lamp type. C. Furnish two of each ballast type. PART2 PRODUCTS 2.01 LUMINAIRES A. Luminaire: Fluorescent<> type luminaire. 1. Mounting: Ceiling surface. 2. Ballast: Manufacturer's standard, matched to lamp characteristics, rated 120 volts. 3. Gasketing: Between enclosure and frame and between frame and luminaire housing. 4. Installation Conditions: Wet Location. B. Emergency Lighting Units: Self-contained incandescent emergency lighting unit. Southold Animal Sheller. Southold, NY 01/19/2007 INTERIOR LUMINAIRES 1. Battery: 6 volt, pure-lead type, with 1.5 hour capacity. 2. Battery Charger: Dual-rate type, with sufficient capacity to recharge discharged battery to full charge within twelve hours. 3. Lamps: 5 watt minimum. 4. Remote Fixtures: Match lamps on unit. 5. Housing: White plastic. 6. Indicators: Lamps to indicate AC ON. 7. TEST switch: Transfers unit from external power supply to integral battery supply. 8. ElectricalConnection: Conduit connection. 9. Input Voltage: 120 volts. 2.02 EXIT SIGNS A. Exit Signs: Exit sign fixture suitable for use as emergencylighting unit. 1. Housing: Extruded aluminum. 2. Face: Aluminum stencil face with red letters. 3. Directional Arrows: Universal type for field adjustment. 4. Mounting: As indicated. 5. Battery: 6 volt, nickel-cadmium type, with 2 hour minimum capacity. 6, Battery Charger: Dual-rate type, with sufficient capacity to recharge discharged battery to full charge within twelve hours. 7. Lamps: Manufacturer's standard. 8. Input Voltage: 120 volts. 2.03 BALLASTSAND CONTROL UNITS A. Fluorescent Ballasts: ANSI C82.1, high power factor type electromagnetic ballast, suitable for lamps specified. 1. Voltage: 120 volts. 2. Certify fluorescent ballast design and construction by Certified Ballast Manufacturers, Inc. 2.04 LAMPS A. Lamp Types: As specified for each luminaire. B. Incandescent Lamps: C. Fluorescent Lamps: PART3 EXECUTION 3.01 INSTALLATION A. tnstall fixtures securely, in a neat and workmanlike manner, as specified in NECA 500 (commercial lighting). B. Install suspended luminaires and exit signs using pendants supported from swivel hangers. Provide pendant length required to suspend luminaire at indicated height. C. Support luminaires larger than 2 x 4 foot size independent of ceiling framing. D. Install surface mounted luminaires and exit signs plumb and adjust to align with building lines and with each other. Secure to prevent movement. E. Exposed Grid Ceilings: Support surface mounted luminaires in grid ceiling directly from building structure. F. Install wall mounted luminaires, emergency lighting units, and exit signs at height as scheduled. G. Install accessories furnished with each luminaire. Southold Animal Shelter, Southold, NY 01/19/2007 INTERIOR LUMINAIRES H. Connect luminaires and exit signs to branch circuit outlets provided under Section 16138 using flexible conduit. I. Make wiring connections to branch circuit using building wire with insulation suitable for temperature conditions within luminaire. J. Bond products and metal accessories to branch circuit equipment grounding conductor. K. Install specified lamps in each emergency lighting unit, exit sign, and luminaire. L. Inter[ace with air handling accessories furnished and installed under Section 15840. 3.02 FIELD QUALITY CONTROL A. Operate each luminaire after installation and connection, inspect for proper connection and operation. 3.03 ADJUSTING A. Aim and adjust luminaires as indicated. B. Position exit sign directional arrows as indicated. 3.04 CLEANING A. Clean electrical parts to remove conductive and deleterious materials. B. Remove dirt and debris from enclosures. C. Clean finishes and touch up damage. 3.05 DEMONSTRATIONAND INSTRUCTIONS A. Demonstrate iuminaire operation for minimum of two hours. 3.06 PROTECTION A. Re[amp luminaires that have failed lamps at Substantial Completion. 3.07 SCHEDULE - See Drawings END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 INTERIOR LUMINAIRES SECTION 16520 EXTERIOR LUMINAIRES PART 1 GENERAL 1.01 SECTION INCLUDES Am Exteriorluminaires and accessories. 1.02 REFERENCES A. NECA/IESNA 501 - Recommended Practice for Installing Exterior Lighting Systems. B. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.03 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. 1.04 QUALITY ASSURANCE A. Conform to requirements of NFPA 70. B. Electrical Components: Listed and classified by Underwritem Laboratories, Inc. as suitable for the purpose specified and indicated. 1.05 EXTRA MATERIALS A. See Section 01600 - Product Requirements, for additional previsions. B. Furnish two of each type and wattage lamp installed. PART2 PRODUCTS 2.01 LUMINAIRES A. Furnish products as indicated in Schedule included on the Drawings. 2.02 LAMPS A. Lamp Types: As specified for each luminaire. PART3 EXECUTION 3.01 INSTALLATION A. Install fixtures securely, in a neat and workmanlike manner, as specified in NECA 501. B. Install lamps in each luminaire. C. Bond luminaires to branch circuit equipment grounding conductor. 3.02 FIELD QUALITY CONTROL A. Operate each luminaire after installation and connection. Inspect for improper connections and operation. 3.03 CLEANING A. Clean electrical pads to remove conductive and deleterious materials. B. Remove dirt and debris from enclosure. C. Clean finishes and touch up damage. 3.04 PROTECTION OF FINISHEDWORK Southold Animal Shelter, Southold, NY 01/19/2007 EXTERIOR LUMINAIRES A. Relamp luminaires which have failed lamps at Substantial Completion. 3.05 SCHEDULE - See Drawings END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 EXTERIOR LUMINAIRES SECTION 16721 TELEPHONE SERVICE, PATHWAYS, AND WIRING PART 1 GENERAL 1.01 SECTION INCLUDES A. Design and installation of telecommunications cabling system complying with TIA/EIA 568. B. Telephone service entrance raceway. C. Equipment and terminal backboards. D. Telephone cabinets. E. Premises wiring and outlets. 1.02 RELATED SECTIONS A. Section 16131 - Conduit. B. Section 16140 - Wiring Devices: Telephone outlet jacks. 1.03 REFERENCES A. TINEIA-569-A - Commercial Building Standard for Telecommunications Pathways and Spaces; Telecommunications Industry Association (ANSlFFINEIA 569-A). B. NFPA 70 - National Electrical Code; National Fire Protection Association. 1,04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Project Record Documents: Record actual locations and sizes of pathways and outlets. 1.05 QUALITY ASSURANCE A. Perform Work in accordance with telephone utility's rules and regulations and NFPA 70. B. Products: Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and indicated. 1.06 MAINTENANCE SERVICE A. Fumish service and maintenance of premises wiring for one year from Date of Substantial Completion. PART2 PRODUCTS 2.01 TELEPHONE SERVICE AND PATHWAYS A. Telephone Service Entrance Pathway: Rigid steel conduit from point of telephone utility connection at property line to building service terminal backboard. B. Backbone Pathway: Conform to TINEIA-569-A using conduit as indicated. 2,02 COMPONENTS A. Telephone Termination Backboards: Plywood, 1. Size: As indicated. 2.03 TELEPHONE WIRE AND CABLE A. Premises Wiring: Complete from telephone equipment to each outlet, using wire and cable as Southold Animal Shelter, Southold, NY 01/19/2007 TELEPHONE SERVICE, PATHWAYS, AND WIRING specified. PART3 EXECUTION 3.01 INSTALLATION A. Install wire and cable in accordance with manufacturer's instructions and in accordance with TIA/EIA-568. B. Finish paint termination backboards with durable Black enamel prior to installation of telephone equipment. C. Support raceways, backboards, and cabinets under the provisions of Section 16070. D. install termination backboards and cabinets plumb, and attach securely to building wall at each comer. Install cabinet trim plumb. E. Instatl pullwire in each empty telephone conduit over 10 feet in length or containing a bend. END OF SECTION Southold Animal Shelter, Southoid. NY 01/19/2007 TELEPHONE SERVICE, PATHWAYS, AND WIRING SECTION 16781 TELEVISION DISTRIBUTION SYSTEM PART 1 GENERAL 1.01 SECTION INCLUDES A. Television service entrance. B. Cable and accessories. 1.02 RELATED SECTIONS A. Section 16131 - Conduit. B. Section 16138- Boxes. 1.03 REFERENCES A. NFPA 70 - National Electrical Code; National Fire Protection Association. 1.04 SYSTEM DESCRIPTION A. Service entrance from local cable utility. B. Premises wiring for distribution of television signal, including individual outlets 1.05 QUALITY ASSURANCE A. Conform to requirements of NFPA 70 and cable television utility company. B. Products: Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and indicated. PART2 PRODUCTS 2.01 RECEIVING COMPONENTS 2.02 AMPLIFIERS AND CONVERTERS 2.03 ACCESSORIES A. Main Distribution Cable: B. Branch Distribution Cable: C. Television Lead Cable: D. Cabinet: Provide free-standing equipment rack with hinged door. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Provide proper grounding of television system components and wiring. 3.02 FIELD QUALITY CONTROL A. Perform field inspection and testing in accordance with Section 01400. B. Measure signal level at each outlet. END OF SECTION Southold Animal Shelter, Southold, NY 01/19/2007 TELEVISION DISTRIBUTION SYSTEM MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Steelcraft Manufacturing Company 9017 Blue Ash Road Cincinnati ,OH 45242 BUILDING CODE COMPLIANCE OFFICE METRO-DADE I:LACiLER BUILDING 140 WEST FLAGLER STREET, SUITE 16113 MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTI()N (305) 375-2527 FAX (305) 375-2558 CONTRACTOIt ENFORCEMENT I)IVISION (305) 375-2966 FAX (305) 375-2908 PROI)ti(T CONTROl, I)IVISION (3115) 375-2902 FAX (305) 372-6339 Your application tbr Notice of Acceptance (NOA) of: Series B,CE,L,SL,(98/99 Rim Exi0 Flush Outswing Commercial Steel Door - Impact under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-1203.11 EXPIRES: 01/14/2007 Raul Rodriguez Chiefl~roduct Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAI~ CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE APPROVED: 01/24/2002 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami-Dade County Building Code Compliance OFfice \\sO450001',vc2000/\templates\notice acceptance cover page.dot Internet mail address: postmasterFa~buildingcodeonline.com ~ Homepage: hnp://ww~ .imildingcodeonline.com Steelcraft Manufacturing Compnay ACCEPTANCE No.: 01-1203,1 o 3.2 4.2 APPROVED: January 24, 2002 EXPIRES: January 14, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SCOPE This renews Notice of Acceptance (NOA) No. 98-0915.04, which was issued on January 14, 1999. It renews the approval ora commercial steel door, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami-Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The Series "B, CE, L, SL Door and F, MU frame" Flush Outswing Commercial Steel Door- wFVon Duprin 98/99 Rim exit- Impact and its components shall be constructed in strict compliance with the following document: Drawing No 270-W, Sheets I through 11 of 11, titled "Dade county L16-4 8070 Pair Von Duprin Exit Hardware," prepared by manufacturer, dated 03/20/98 and revised on 11/26/01, bearing the Miami-Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami-Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. LIMITATIONS This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non-habitable areas where the unit and the area are designed to accept water infiltration. INSTALLATION The commercial steel doors and its components shall be installed in strict compliance with the approved drawings. Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved". BUILDING PERMIT REQUIREMENTS Application for building permit shall be accompanied by copies oftbe following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies oftbe approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Steelcraft Manufacturing Compnay ACCEPTANCE No.: 01-1203.11 APPROVED: January 24, 2002 EXPIRES: January 14, 2007 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal &this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPT~ Chif~ Product Control Division 3 10.00" MAX. 6.25" MAX. (SEE NO'i'~ 2) EO. 100.00" MAX. I SEE DETAIL a 86.00" MAX. A EQ. 6.0o"j INTERIOR DETAIL A SEE SHEET 2 FOR SECTION DETAIL 35.00" SEE SHEET 5 ~ ~"'2.00" FOR SECTION DETAIL ~ 10.00" MAX. DESIGN PRESSURE RATING NOT TESTED FOR WHERE WATER INFILTRATION I WATER PENETRATION REQUIREMENT IS NOT NEEDED POSITIVE Not Approved + 65 PSF NEGA'nVE Not Approved - 65 PSF SEE SHEETS 9 FOR CORNER DETAILS SEE SHEET 7 FOR AVAILABLE ANCHORING METHODS ~RODUCT ~ ~R~ NEWED REVISIONS DESCRIPTION DATE APPROVED APPROVAL DWGS. :5.20.98 GENERAL REVISION 7/15/98 GENERAL REVISION 7/24/98 GENERAL REVISION GENERAL REVISION 11/20/98 REV'D NOTES, DIM'S YMF 11/26/01 1. (1) ROW OF' PS074 WEATHERSTRIPPING ON HEAD AND JAMBS SEE SHEETS 2. MIN. (5) ANCHORS PER JAMB AND (7) ANCHORS IN DBL HEAD REQUIRED, APPROX. EQUALLY SPACED IN LENGTH (NOT TO EXCEED 24" O.C.) 3. SEE SHEET 8 FOR AVAILABLE STANDARD OPENING SIZES & SPECIFICATIONS. 4. HINGE LOCATIONS ON FRAME: FROM FLOOR TO BOTTOM HINGE- 10.58" MAX. BETWEEN HINGES- 31.94" MAX. FROM RABBET IN HEAD TO HINGE 9.75" 5. SEE SHEET 10 FOR OPTIONAL HARDWARE CONFIGURATION AND ASSEMBLY OF MULMON 6. NOTCH SILL TO RT AROUND MULUON MOUNTING BASE, CAULK BETWEEN SILL AND BASE. ITEM QUANTITY DESCRIPTION MATERIAL SIZE I 1 LEFT HAND HINGE JAMB SEE SHT B AS]M A566 .053" MIN. ~'n. MAX 86.00" 2 2 TOP CAP GALV. ASTM Ag24 .022' MIN_ GALV. .50" X 1.799 X 47.6~ MAX 3; 2 VERTICAL ROD REINFORCING ASIa4 A~66 .067" MIN. S~. 4" X 81..5- MAX 4 1 REINFORCING SLEEVE ASTM A924 .067' MIN. GALV. 5.62' MIN. X 16" 5 2 VON DUPRIN 98/99 RIM w/4ggF S~RIKE SEE SHT lQ 6 I HEAD SEE SHT B AS'I~I A366 o.~3' MIN_ S~ MAX. 100' 8 2 CORNE]~ P't~,P' SI~[ SliT 9 9 10 EMA SCREW 5/B X 5 5/JAMB STEEL 3//8- X 5- 9A 6 EMA SCREW 5/8 X 5 6/HEAD STEEL 3/8- X 4..5' 10 16 EMA ANCHOR 6/HEAD. 5/JAMB AS~M A924 .01.:~" I~N~ GALV. 2.56- X 6.94." MIN. 11 I RIGHT HAND JAMB SEE SHT 8 .053" MIN. STL MAX. 12 2 HINGE SlOE PANIC REINFORCING .067' MIN. STL 4.13" X 13 2 CORE MATERIAL SEF SHT ~ 47.66" X 81.5" MAX cA/ POLYSTYRENE POLYURETHANE HONEYCOM. DB{:5 IEEL STIFFENED 17 2 FAS--SEAL DOORSWEEP TPE .065" X .75" X 1.25' 18 I NATIONAL GUARD 950A SILL WITH BUMPER GASKET 6063 T5 ALUM .07B THff MAY. 96" 20 10 THRESHOLD FASTNERS TAp¢ON~ ~;'~EEL 1/4." X 1 3/4" 21 6 HINGE REINFORCING DOOR ASTM A621 ,171" MIN. STL I ~R ~ ~ 22 6 HINGE REINFORCING FRAME ASTM A621 .171" MIN. S~- l..~n ~ Rig 25 6 HAGER 1279 HINGES X .134 STL a.~ y &~ 24. 5 PS074 WEATHER S]RIPPING TPE MAX. 1 26 2 MULLION MOUN'~NG BASE SEE SHT. 11 STEEL 3_00" x tSD" X 27 1 VON DUPRIN HH54- MULUON .Z.5- WALL 2" X ~" X 28 2 DOOR SLAI~ SEE SHT 8 4~70 MAX 30 I FILLER BLOCK BY OTHERS SEE SHT ~3 32 4 END CHANNEL ASTM A924- .067" MIN. GALV. .69" X %66 X 47.66 MAX 33 AS NEEDED ACE 50 YEAR SIECONE SEAl. ANT 34. AS NEEDED SCHNEE MOREHEAD ACRYLY-R RK J J® INGERSOLL-RANI) gTEELCRAFT NFG, DADE COUNTY TEST UNIT L16-4. 8070 PAIR VON DUPRIN EXIT HARDWARE CDMPANY FLAT 270W 25.4 AUTOCAD SHEET 1 0Fll 1.28" - ~- 1.28" - ~001~' HINGE~ ~ REINFORING ~ SHIM AS NEEDED .25" MAX, SEE SHEET 7 7 GA. FRAME HINGE REINFORCING 100.00" MAX. SEE NOTE 3 INTERIOR REVISIONS DESCRIPTION DATE APPROVED APPROVAL DWG, GENERAL REVISION 16 ANCHORS WAS 17 ANCHORS 8/31/98 GENERAL REVISION 12/01/98 1) SEE SHEET 1 FOR ELEVATION, MATERIAL AND SIZE 2) SEE SHEET 10 FOR OPTIONAL HARDWARE, TRIM AND MULLION INSTALLATION. 3) SEE SHEET 8 FOR OTHER JAMB DEPTHS 4) SEE VON DUPRIN FOR HARDWARE INSTALLATION SHEETS 2.13" MIN 5.75" MIN. 2.00" EXTERIOR 1.75" 47.81" MAX. ITEM 3 5 10 11 12 13 QUANTITY 1 2 (C) 10 © lO 1 2 2 DESCRIPTION LEFT HAND JAMB HINGE SIDE VERTICAL ROD REINFQRQING VON DUPRIN 98/99 RIM PANIC WITH 499F STRIKE 21 22 HINGE SIDE B) POLYURETHANE D) STEEL STIFFENED lNG DOOR PS074 WEATHER STRIPPING VON DUPRIN HH54 HARDWARE MULLION 50 LAN T SECTION A-A 17/32 t , ~ t DOUBLE 2X WOOD WALL SECTION AT WOOD WALL OTHE~ APPROVED WALL SECTIONS SHOWN ON SHEET 5 .045 WIRE HINGE SPACER PRODUCT RENEWED BEND RADIUS ~ ANGLE P~)JECllON RK INGERSDLL-RAND STEELCRAFT HFG, 90~7 Blu~ Rd. ~"~tI Ohio 4~242 CROSS SEC]ION OF DOOR AND FRAME CBMPANY 270W 2.5 AUTOCAD SHEET 2 OF 11 2.00" EXTERIOR --5.75" MIN. 1.50" MIN 2 X WOOD FRAME AT HEAD 1/4" SHIM MAX. BETWEEN FRAME &: OPENING SEE SHT 7 EMA ANCHOR (3) IN THE HEAD JAMB 1.75" I~ EMA ANCHOR (,3) IN THE HEAD JAMB SEE NOTE 5 ,-~ ~ XlSXl 1/4- , F.P.H.M.S. SCREWS SUPPLIED '.~ ~TH HH54 MULLION ~ 2 PLACES ~..~ REVISIONS DESCRIPTION DATE APPROVAL DWI;S, GENERAL REVISION 7/15/98 GENERAL REVISION 16 ANCHORS WERE 17 ANCHORS GENERAL REVISION 12/10/98 APPROVED 1. FOR 3' 0" DOORS AND UNDER ,3 SCREWS 3.88" FROM ENDS AND MAX. SPACING OF 13.56" BETWEEN SCREWS. FOR 3' O" TO 4' 0" DOORS 4 SCREWS 3.88" FROM ENDS AND A MAX. SPACING OF 17.88" 2. SEE SHEET 10 FOR OPTIONAL HARDWARE &: TRIM 3. SEE SHEET 1 FOR PAIRS ELEVATION 4. SEE SHEET 8 FOR AVAILABLE STANDARD OPENING SIZE & SPECIFICATION. 5. VON DUPRIN HARDWARE MULLION HH54 NOT SHOWN. SEE VON DUPRIN INSTALLATION SHEETS FOR INSTALLATION OF MULLION. 86.00" MAX. 83.50" MAX SECTION B-B (~SEE NOTE 1 -- C NC INTERIOR 5.00" SAMPLE FILLER BLOCK FOR 5-3/4 JAMB DEPTH FILLER BLOCK MUST BE PROVIDED BY OTHERS IF STOP IS LESS THAN 3" THEN A FILLER BLOCK IS REQUIRED. THRESHOLD MATERIAL ALUM 6063 T5 BULB VINYL GASKET FULL LENGTH THRESHOLD ANCHOR SCREWS SEE SHEET 1 0.50" -1.25" TAPCON ITeM QUAN'nTY DESCRIPTION 2 1 TgP J 1 'VERTICAL ROD REINFORCING 5 1 VON DUPRIN 98/99 RIM WITH ,4.09F STRIKE 6 I HEAD 9 (D) 10 I~A SCREW 3/8' X 5' 5/JAM8 9A 6 EMA SCREW 578' X 4 1/2' 6/HEAD 10 (D~ 16 EMA ANCHOR 6/HEAD. 5/JAME~ 17 2 FAS--SEAL DOOR SWEEP 18 1 NATIONAL GUARD 950A SILL WITH BUMPER GASKET 20 10 THRESHOLD FASTENER TAPCON 24 3 PS074 WEATHERSTRIPPING .tO 1 FlU.ER BLOCK .63" X 1' X ~-.50' SIE~L OR ALUM ,,tl 4- #10 x .75- PHSM STEEL SCREWS 52 4- END CHANNELS 5,5 AS NEEDED ACE 50 YEAR SIUCONE SEALANT BEND RADIUS NOTCH THRESHOLD TO FIT MULLION MOUNTING BASE. RK INGERSDLL-RANI) STEELCRAFT MFG, PROFILE OF STEELCRAFT DOOR WITH NATIONAL GUARD 950 THRESHOLD CDMPANY ?OW SHEET 3 OF 11 2.7 AUTOCAD 86.00" MAX. lO.O0"J · 52.00" MAX. LJ 6.25"1--1 '2 APPROX. EQ. SPA F"AX' I (SEE NOTE 2) 10.00" ,, SEE SHEETS g MAX. /FOR CORNER DETAILS EQ. 0 EQ. NOTE 4 '-.,--- 2. 00" INTERIOR C-- SEE SHEET 11 FOR SECTION DETAIL SEE SHEET 5 FOR SECTION DETAIL D 35.00 1 POSITIVE NEGATIVE DESIGN PRESSURE RATING ITESTED FOR WHERE WATER INFILTRATION WATER PENETRATION REQUIREMENT IS NOT NEEDED NOT APPROVED + 65 PSF NOT APPROVED - 65 PSF 1. 1 ROW OF PS074 WEATHERSTRIPPING ON HEAD AND JAMBS 2. MIN. (5) ANCHORS PER JAMB AND (7) ANCHORS IN DBL HEAD REQUIRED, APPROX. EQUALLY SPACED IN LENGTH (NOT TO EXCEED 24' O.C.) 5. SEE SHEET 8 FOR AVAILABLE STANDARD OPENING SIZES 4. HINGE LOCA310NS ON FRAME: FROM FLOOR TO BOTTOM HINGE- 10.38' MAX. BETWEEN HINGES- 31.94' MAX. FROM RABBET IN HEAD TO HINGE 9.75" 5. HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS. QUAN~TY DESC~P~ON REVISIONS DESCRIPTION APPROVAL DWGS. GENERAL REVESION GENERAL REVESION GENERAL REVISION GENERAL REVISION REV'D NOTES, DIM'S YMF DATE 7.15.98 7~4~8 8~1~8 12~8~8 11~6~1 APPROVED MATERIAL SIZE ~4.00" INGERS[]LL-RAND STEELCRAFT MFG, 9017 Blu~A~h Rd. Clmc~rmetl O~k~ 4~242 DADE COUNTY L16 - 4 4070 VON DUPRIN EXIT HARDWARE 25 270W AUTOCAD SHEET CDMPANY 4 OF 11 REINFORING 7 GA. FRAME HINGE REINFORCING 52.00" MAX. SHIM AS NEEDED .25" MAX SEE SHEET 7 5.75" MIN. 2.00" SECTION D-D 47.81" MAX. ITEM QUANTITY DESCRIPTION 10 SCREW 11/52 MIN. SECTION AT WOOD WALL OTHER APPROVED WALL SECTIONS SHOWN ON SHEET 7 DOUBLE 2X WOOD WALL SECTION .045 WIRE HINGE SPACER L~R DESCRIPTION DATE APPROVED A RELEASE TO SHOP 8.18.97 B GENERAL REVISION 7/16/98 C GENERAL REVISION 7/24/98 D GENERAL REVISION 12/09/98 1) SEE SHEET 4 FOR ELEVATION, MATERIAL AND SIZE 2) SEE SHEET 10 FOR OP3]ONAL HARDWARE, TRIM INSTALLATION. 3) SEE SHEET 8 FOR OTHER JAMB DEPTHS AND SPECIFICA~ONS 4) SEE VON DUPRIN FOR HARDWARE INSTALLATION SHEETS PRODUCT RENEWED INGERSBLL-RAND STEELCRAFT NFG, CROSS SECTION OF DOOR AND FRAME VON DUPRIN EXIT HARDWARE CDMPANY 2 270w I ^u oc^ I SHEET 5 OF 11 D I DETAIL A ~.840" ___] r._.h75,, SPOTWELDED REVI DESCRIPTION RELEASE TO SHOP GENERAL REVISION S IONS IDATE J APPROVED 7.07,98 7/16/98 SECTION A-A A DOOR WIDTH 2'-2",2'-0" 2'- 4",2'-6" 2'-10",5'-0" 3'-2",3'- 4" 3'- 8",3'- 10", 4'- 0" A (A) POLYSTYRENE HUNTSMAN CHEMICAL CORP. EXPANDED POLYSTYRENE FOAM GRADES 54 & 86 DENSITY - 1.0 LBS/CUFT OR THERMOSAFE EXPANDED POLYSTYRENE BR4X- 4L19 DENSITY- 1.0 lb. CUFT STIFFENERS 3 4 5 6 ~ 7 A (B) POLYURETHANE DOW CHEMICAL TRYMER 2000 DENSITY-1.8 LBS/CUFT MIN. A (C) HONEYCOMB PHENOLIC RESIN IMPREGNATED KRAFT PAPER 1" CELL SIZE (D) STEEL STIFFENED HAT SHAPED SECqONS 20 GA. MIN. WELDED 6" O.C. TO INSIDE FACE SHEETS, HAT SHAPE SqFFENERS TO BE WELDED TOGETHER AT TOP & BOTTOM DETAIL A NOTE: CORE MATERIAL SHOWN PRODUCT RENEWEE B{~, CODE COMPLIANCE OFFICE WITHOUT HARDWARE REINFORCMENTS RK B ~, INGERSDLL-RAND STEELCRAFT I~FG, DADE COUN]5' TEST UNIT CORE MATERIALS OPTIONS CDMPANY 270W SHEET 6 OF 11 21 AUTOCAD 18 GA. (.042" MIN.) 2.56" X 6.94" (EMA) EXISTING MASONRY ANCHOR WIRE SHIM SPACE 1/4" MAX. 2.13" MIN. EMA ANCHOR 18 GA. GALV. 2.56 X 6.94 FOR REV DESCRIPTION APPROVAL ISIONS DA'rE 8.06.98 12/15/98 ADDED GROUT 270W was NCTI- 201 5 5/4. JD · 3/8 X 5" LAG SCREW WOOD STUD ANCHOR JAMB VIEW SHOWN SEE SHT. 5 & 6 FOR HEAD VIEW SHIM SPACE 1/4" MAX. 8.44" MIN. · '4- ANCHOR 3/16" DIA. BRIGHT BASIC WIRE 5.19 X 9.56 SHIM SPACE 1/4" MAX. 2.13" APPROVED ,.5/8 X 5" SLEEVE ANCHOR MASONRY ANCHOR EXISTING MASONRY WALL ANCHOR B~ND R~DIUS INGERSBLL-RAND STEELCRAFT HFG, ~017 Blu~ Rd. {~ncl~nafl ~1o 4~2a,2 ANCHOR DETAILS / MOUNTING CONDITIONS SIZE IF~T D~ NO. I 270W SHEET I~,-~ 1 AUTOCADI I 7 OF 11 I"~'~ CDMPANY EMA ANCHOR 18 GA. GALV. 2.56 X 6.94 FOR 5 3/4 JD OPENING SIZE SINGLES AS STANDARD SIZES SLAB OPTIONS L, B & SL DOORS CE DOORS WIDTH HEIGHT GA, MAT'L 2'-0' 2'-4' CRS 2'-8' 6'-8' GALV 8'-10' 16 3'-0' 6'-10' 3'-4" 14 (STA, 3'-6" 7'-0' SEE STL.) 3'-8" TABLE SEE 3'-10' 1 TABLE 4'-0' 8 WIDTH HEIGHT GA. MAT'L 2'-8' 6'-8' 2'-10' 6'-10' 16 GALV, 3'-0' 7'-0' SEE TABLE SEE 1 YABLE 8 6 PANEL ONLY OPENING SIZE PAIRS AS STANDARD SIZES SLAB OPTIONS WIDTH HEIGHT GA. MAT'L 4'-0' 4'-8' CPS 5'-4' 6'-8' GALV. 16 5'-8' 6'-i0' 6'-0' 14 (STA. 6'-8' 7'-0' SEE STL.) 7'-0' TABLE SEE 7'-4' 1 TABLE 7'-8' 8 8'-0' WIDTH HEIGHT GA. MAT'L 5'-4' 6'-8' 5'-8' 6'-10' 16 GALV, 6'-0' 7'-0' SEE TABL[ SEE 1 TABLE 8 F FRAMES WIDTH JAMB SINGLE PAIR HEIGHT DEPTH GA, MAT'L 2'-0' 4'-0' 8'-4' 4'-8' 2'-6' 5'-0' CPS 2'-8' 5'-4' 6'-8' 5-3/4' GALV 8'-10' 5'-8' 6-3/4' 16 3'-0' 6'-0' 6'-10' 7-3/4' 14 (STA. 3'-4' 6'-8' 7'-0' 8-3/4' 18 STL.) 10-3/4' 3'-6' 7'-0' 12-3/4' SEE SEE 3'-8' 7'-4' TABLE TABLE 3'-10' 7'-8' SEE 4'-0' 8'-0' NOTES 1 2 MU FRAMES WIDTH JAMB SINGLE PAIR HEIGHT DEPTH GA. MAT'L 8'-0' 4'-0' 2'-4' 4'-8' 2'-6' 5'-0' 2'-8' 5'-4' 6'-8' 5-3/4' CPS 8'-10' 5'-8' 5-7/8' 16 3'-0' 6'-0' 6'-10' 6-1/4' 14 GALV. 3'-4' 6'-8' 7'-0' 7-1/8' 3'-6' 7'-0' 12-3/4' SEE 3'-8' 7'-4' SEE . TABLE SEE 3'-10' 7'-8' NOTES 1 TABLE 4'-0' 8'-0' 2 REV DESCRIPTION APPROVAL GENERAL REVISION GENERAL REVISION I S IONS DATE APPROVED 7,08.98 7/16/98 7184/98 NOTE, OTHER SIZES AVAILABLE AS SRECIALS, ALL HEIGHTS AND WIDTHS CORRELATE FRAMES: JAMB DERTHS AVAILABLE IN 1/8' · (STA. STL.) AVAILABLE IN 16 GA. ONLY OTHER SIZE FRAMES & JAMB DEPTHS AVAILABLE AS SPECIALS. FLUSH DOORS MODELS L B SL DOOR MODEL CE 6 PANEL OD ONLY TABLE 8 CRS, 1008 ASTM A366 GALV, ASTM A948 STL' 304,306 ASTM A840 TABLE 1 GUAGE MIN,THK, 16 ,053' 14 ,067' 12 ,099' MIN, YIELD STRESS 86,154 PSI OPENING SIZE & DOOR SPECS, OPTIONAL SLABS 270~/ 1,25 AUTr~CAD SHEET 8 OF 11 WELDED WELDED REVISIONS DESCRIPTION I DATE I APPROVED RELEASE TO SHOP 110.15.97 ~ APPROVAL REVISIONS 16.2.98 WELDED 8 X 5/8 TRUSS HEAD SMS WELDED B~D RADIUS OOUCT CORNER DETAILS FOR FLUSH FRAME AND MU FRAMES 270W AUTOCAD SHEET 9 OF 11 #42§ SEX BOLTS {DEVICE -, () THRU-BOLTED WITH ~MECHANISM CASE \ {2) 1/4'-20 ---- ~ ~~TE ASSY ~ TO ~OUNT COVER ~ ~ : ~ ~ux. ~TC, ~ ~~~ ~ ~ ~ ~499-F STRIKE ~ U ~D WITH /~ ~ k~ ~ ~ ~c. ~o~ NOTES: 1. ALL FINISHES, 3' &: 4' MODELS OFFERED 2. PN MODEL OFFERED 5. ALL MODELS OFFERED IN BOTH 98 & 99 SERIES 4. E, RX, EL, SS OPTIONS AVAILABLE SEE VON DUPRIN FOR OPllONS (,~) 5/~6'-18 _ MACHINE 3,500 SCREWS 2,000 --~ 2,750 MULLION FITTING 862O STEEL HARDWARE OPTIONS 2,000 -- 3,000 ~.ULLION BODY__ PRODUCT J~E;~ EWE~ OUTSIDE TRIM FUNCTIONS SEX BOLTS OR 990E0 PLATE MAY BE USED FOR 990E0 "EXIT ONLY" APPLICATIONS 990DT 990NL 990TP _ II 7 992L 992K 994L ALL TRIM HAS #10-24 STUDS FOR THRU-BOLTING VON DUPRIN, ]NC 2720 TOBEY DRIVE IhDIA~LIS, IhDIANA 4.62.19 RIM DEVICE W/HH54 MULLION SFBC CERTIFICATION O0 I',DT SCN_E Z""' 270W I'~' 10 o~ 11 ~ 5.75" MIN, '1 SINGLE 2X WOOD FRAME AT HEAD /4-" SHIM MAX. BETWEEN FRAME & OPENING MIN SEE SHT 7 EMA ANCHOR (3) IN THE HEAD JAMB REVISIONS DESCRIPTION DA'lIE APPROVAL DWGS. 3.24..98 GENERAL REVISION GENERAL REVISION GENERAL REVISION 7/24-/98 12/10/98 APPROVED 86.00" MAX. f 2.00" 1.75" EXTERIOR 83.50" MAX SECTION B-B (~SEE NOTE 1 -L ' ,d II ONCRETE 5.00" EMA ANCHOR (.3) IN THE HEAD JAMB INTERIOR THRESHOLD MATERIAL ALUM 6065 T5 VINYL BULB GASKET FULL LENGTH THRESHOLD ANCHOR SCREWS SEE SHEET 4 - 0.50" 1.25" TAPCON 'I 1. FOR 5' 0" DOORS AND UNDER 3 SCREWS 3.88" FROM ENDS AND MAX. SPACING OF 15.56" BETWEEN SCREWS. FOR 3' 0" TO 4' 0" DOORS 4 SCREWS ,5.88" FROM ENDS AND A MAX. SPACING OF 17.88' 2. SEE SHEET t0 FOR OPTIONAL HARDWARE AND TRIM 5. SEE SHEET 1 FOR PAIRS ELEVATION 4. SEE SHEET 4 FOR SINGLE ELEVATION 5. SEE SHEET 8 FOR AVAILABLE STANDARD OPENING SIZE & SPECIFICATION. 6. SEE VON DUPRIN INSTALLATION SHEETS FOR HARDWARE INSTALLATION ITEM QUANTI~ DESCRIP~ON 2 I TOP CAP 3 1 VERTICAL ROD REINFORCING 5 1 VON DUPRIN 98/99 RIM WITH 499F STRIKI~ 6 1 HEAD 9 10 EMA SCREW 3/8" X 5" 5/JAMB 9A 3 EMA SCREW 3/8" X 4- 1/2" 3A-lEAD 10 13 EMA ANCHOR '3/HEAD. 5/JAM~ 17 1 FAS-SEAL DOOR STEP 18 2 NA~ONAL GUARD 950A Slim WITH BUMPER GASKET 20 4 THRESHOLD FASTENER T^P~QN 24. 3 PS074 WEATHERSTRIPPIN G 50 · ~1 4. #10 X .75' PHSM S'I~EL SCRl~W 32 2 END CHANNELS ,5.5 AS NEEDED ACE 50 'lEAR SIUCONE SEALANT RK INGERSBLL-RANI} STEELCRAFT HFG, 9017 I~u~A~ Rd. C~lnnafl ~k~ 4~242 CFIMPANY PROFILE OF STEELCRAFT SINGLE DOOR WITH NATIONAL GUARD 950 THRESHOLD 2.5 AUTOCAD SHEET 11 OF 11 DOOR TYPES D, E - 08110 BUILDING CODE COIVlPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Ingersoll-Rand 2720 Tobey Drive Indianapolis, IN 46219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division On Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product' or material falls to perform in the accepted manner, the manufactmer will incur the expense of such testing and the AI-U may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, ff it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRWrION: Series H16 FG Full Glazed Single Steel Entry Door APPROVAL DOCUMENT: Drawing No "1035W", lifted "Series H16 FG Full Glazed Single Steel Door", sheets 1 through 7 of 7 prepared by manufacture, dated 04/09/03 with revision 'CB" on 06/29/04, signed and sealed by Gordon Dennis Thomas, P. E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufac~ or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 04-0303.03 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 Page 1 DOOR TYPES D, E - 08110 lnpersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "1035W", tided "H16 FG- Full Glazed Single Steel Door", sheets 1 through 7 of 7, dated 04/09/03 with revision "B" on 06/29/04, prepared by manufacture, signed and sealed by Gordon Dennis Thomas, P.E. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 5) Forced Entry Test, per FBC 2411.3.2.1 Co) and TAS 202-94 along with marked-up drawings and installation diagram of outswing steel door, prepared by Cerdfied Testing Laboratories .architectural Division, Test Report No. CTLA-1035W dated 05/28/03, signed and sealed by Ramesh Patel, P.E. 2. Test Report on Tensile Test, along with marked up drawings and installation diagram of outswing steel door, prepared by Certified Testing Laboratories Architectural Division, Test Report No. CTLA- 1035W dated 05/28/03, signed and sealed by Ramesh Patel, P.E. Ce CALCULATIONS: 1. Anchor Calculations, ASTM-E1300, and structural analysis, prepared by Product Technology Corporation, dated 07/14/03, signed and sealed by Rene J. Quiroga, P. E. De QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-1204.01, issued to" E.I. Dupont DeNemours" for their Sentry Glass ® Plus", dated 1/17/02 and expiring on 1/14/07. STATEMENTS 1. Statement letter of conformance, dated 02/27/04, issued by Ingersoll-Rand, signed by Roger Vitt. 2. Statement letter of no financial interest, dated 02/27/04, issued by Ingersoll-Rand, signed by Roger Virt. . . g iai P' NOA No 04-0303.03 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 E-1 DOOR TYPES D, E - 08110 Ingersoll. Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ,, Statement letter of no financial interest, dated 07/18/03, issued by Product Technology Corporation, signed and sealed by Rene J. Quiroga, P,E. OTttER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). ~/ Direc~r, Building Code Compliance Office NOA No 04-0303.03 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 E-2 84.000 MAX. 40.313 1 BI 36.000 MAX, 4.00" MAX. - SEE N01~ 6. 9.750 ~ OF HINGE (SEE NOT 3.) -- ~ DF HINOE -- ~ DF HINGE 10.375 OUT~ING O00R NTH MOROSE LOCK QUAN~TY DESCRIP~ON SEE SHT & 7. ASTM A366 36,000 MAX. DO,C).R TYPES D, E - 08110 4.00 MAX. Z SEE NOTE 6. 9.750 -- ~ DF HINGE 84.000 MAX. Ld 40.313 (SEE NOTE 30 -- ~ OF HINGE I ~ OF HINGE 10.375 -IL 2,000 TYP. TOP 8 OUTSWlNG DOOR WITH CYLINDRICAL LOCK 83,5 MAX. DESIGN PRESSURE RA~NG WHERE WATER INRLTRA~ON WHERE WATER INAL'D~A~ON REQUIREMENT IS NEEDED IREQUIREMENT IS NOTNEEDED POSI~VE NOT APPROVED + 75 PSF NEGA~'v[ NOT APPROVED - 75 PSF Approve~ ~ ¢omp~y~J ~ ~ MATERIAL SIZE TPE .070" MIN, STL MAX. 40" MAX, 88" MAX. 88" R E V ~ S I B N S DESCRIPTION DATE APPROVED APPROVAL DVGS, 04/09/03 REVISED PER DC BCCD YMF 06/~9/04 TYPICAL DOOR SLAB CONF{GURATIONS: 35.82 MAX. 6' 7,5' FULLY GLAZED 7,5' 7,5# SEE SHT. 3 NOTES, L ONE ROW DF PS074 ~EATHERSTRIPPING PER JAMD AND HEAD, INSTALL PER SHT 7 2. ANCHOR REQUIREHENTS. SEE SHT 5 FOR APPROVED ANCHOR AND INSTALLATION REQUIREMENTS. 3, HINGE REQUIREMENTS. LOCATIONS, 9,75' FROM RAD~ET IN HEAD TO CL DF TUP HINGE 10.38' FROM FLOOR TO CL OF DOTTUM HINGE, EQUALLY SPACED IN ~ET~EEN. 4. SEE SHEET G FUR AVAILADLE STANDARD OPENING SIZES AND SPECIFICATIONS, §. HARD~ARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. ~. 4' FACE HEAD IS AVAILADLE WHEN FRAME IS GRUUTED ~ITH CONCRETE, 7. APLLY CAULK AS NEEDED, THIRD ANGLE PROJECTION YMF TITLE INGERSOLL-RAND COMPANY STEELCRAFT MFG. H16 FG - FULL GLASS DOOR WITH IR COMMERCIAL LOCK HARDWARE 3070 SINGLE DOORS SIZE FLAT 10355/ SHEET 1 nF 7 ,~E, NTS i ^UTnC^D i 1 ,,,-,E,:', 2.00" ,.~_~..---1.2Y' 9.19" ~ 7 GA. DOOR HINGE REINFORCEMENT 7 GA. FRAME HINGE REINFORCEMENT 100" MAX, 96" MAX, EXTERIOR SECTION A-A MORTISE LOCKSET SCHLAGE L9000 SERIES FALCON M-SERIES LOCKNETICS CM5500 SERIES DOORiTYPES D, E - 08110 AND INSTALLATION .,I \ SECTION A-A CYLINDRICAL LOCKSET SCHLAGE D - SERIES FALCON T- SERIES LOCKNETICS CM5100 SERIES I ' '~'"~ I-' 0.31" .045 WIRE HINGE SPACER 4.54" REVISIONS LTR DESCRIPTION DATE APPROVED A APPROVAL DWGS, 04/09/03 #12-24 MmfnC=Hll~,O00 PSi SCHLAGE LO000 SERIES KEYED MORTISE LOCKSET W/O DEADBOLT #8-32 MACHINE SCREWS-~ SCHLAGE D/ND SERIES CYLINDRICAL LEVER LOCKSET NOTES: 1. SEE SHT. 1 FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHT. 1 NOTE 2. AND SHT. 5 FOR ANCHOR REQUIREMENTS 3. SEE SHT. 5 FOR WALL CONSTRUCTION AND ANCHORING SYSTEM OPTIONS AND INSTALLATION 4. SEE SHT. 4-FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SPECIFICATIONS 5. APPROVED HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS INGERSDLL-RAND STEELCRAFT HFG. Y~F C~HPANY OADE COUN 'P( CROSS SECTION OE DOOR AND FRAME IR COMMERCIAL LOCK HARDWARE ,3070 SINGLE DOORS ,z, h o%w SHEET 2 OF 7 "; ~D~-~ NTS J AUTOCAD J ~'~ o~ EXTERIOR -~ ~ SHT. 7 SECTION B-B CYLINDRICAL LOCKSET SCHLAGE D/ND-SERIES FALCON T-SERIES IMPACT RESISTANT F LAMINATED GLASS SENTRYGLAS PLUS) /1B" m~CK 1.25" MIN. 1.5" MAX. DOOR O D TAI DEZIGNER TRIM (STANDARD) CORNER DETAIL EXTERIOR (~) LOCKSIDE REINFORCING- CHANNEL 2" MIN. F 4-" MAX. SEE NOTE 6. DO(P~TyL~ D, E - OAtt'~ON c-c BY GE HORIZONTAL MID-RAIL OR 9/16" SENTRYGLAS PLUS BY DuPONT DEZIGNER /"-TRIM 12 GA RAIL 6" REINFORCING CHANNEL MIN. FULL POLYSTYRENE HONEYCOMB CORE EXTERIOR SIDE SEE SHT. 5 FOR SILL L INSTALLATION STEEL TRIM (OPTIONAL) #8-18 X 1 1/4 OHMS SECTION B-B SCHLAGE L9000 SERIES FALCON M-SERIES WITHOUT DEADBOLT ~ (~) 12 go. LOCKSIDE / ~ "~A REmNFORCmNG IMPACT RESISTANT NET DOOR HEGHT - z.~oo ~--~ POLYCARI3ONATE SHEET ~ ~ ~ L ,, ~ 1/~,, ~ ~ ~ ~ 1.66 r oo,, / I ~ I OP~ONA~ FOR HEA~ L _ ~ I GAZING DETAI 1.94"/ S~EL TRIM / ~PRO~O (OPTmONAL) DOOR smDE x 5.75" CORNER DETAmL ~ MIN. ~' REVISIONS DESCRIPTION DATE APPROVAL DWG 02/26/03 12 GA RAIL REINFORCING CHAN~ NOTES: 1. SEE SliT. 1 FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHT. 1 NOTE 2. FOR ANCHOR REQUIREMENTS ;3. SEE SHT. 5 FOR WALL CONSTRUCTION AND ANCHORING SYSTEM 4. SEE SHT. ¢ FOR AVAILABLE OPENING SIZES, dAMB DEPTHS AND SPECIFICATIONS 5. HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS 6. HEAD SECTION CAN HAVE 4" FACE DIMENSION WHEN IT'S GROUTED WITH CONCRETE 7. WALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE DESIGNED TO COMLY WITH APPROVED DESIGN PRESSURE RATING. INGERSBLL-RAND STEELCRAFT MFG, 9017 BlueAsh Rd. Cinclnnetl Ohio 45242 CF1MPANY CROSS SECTION OF DOOR AND FRAME IR COMMERCIAL LOCK HARDWARE H16 4 FO(2)(3) 3070 FULLY GLAZED SINGLE DOORS FLAT DV/G 1035W NTS I AUTOCAD I I SHT 3 OF 7 DOOR TYPES D, E- 08110 TABLE 1. AVAILABLE FRAME CONFIGURATIONS (SEE NOTE 1.) FRAME SERIES JAMB DEPTH FRAME MATERIAL MAX. DOOR OPENING SIZE GLAZING MATERIAL DESCR. GA./MIN. THK WIDTH HEIGHT DESCR. THICKNESS 16/.053" CRS/HRS 14/.067" POLYCARBONATE .5" F 5.75" GALV 12/.099" (LEXAN, HYZOD) MIN. MIN. STAINLESS STEEL 16/.055" 3'0" 7'0" MU 5.75" CRS/HRS 16/.053" LAMINATED GLASS .56" MIN. GALV 14/.067" (SENTRYGLAS PLUS) MIN. TABLE 2. AVAILABLE DOOR CONFIGURATIONS (SEE NOTE 2.) MAXIMUM DOOR OPENING SIZE SKIN MATERIAL MAXIMUM GLASS OPENING SIZE GLAZING MATERIAL WIDTH HEIGHT DESCR. GA./MIN. THK WIDTH HEIGHT DESCR. THICKNESS CRS 16/.053" POLYCARBONATE GALV 14/.067" (LEXAN, HYZOD) .5" MIN. 3'0" 7'0" 2'0" STAINLESS 16/.055" LAMINATED GLASS .56" STEEL (SENTRYGLAS PLUS) MIN. TABLE CPS ASTM AI008 HRS AS'TM A1011 GALV: A60 ASTM A924 STL: 304,316 ASTM A666 MAX, · GLAZING OPENING WIDTH MAX, DOOR OPENING HEIGHT MAX, DOOR OPENING WIDTH · NOTES: R E V I S I B N S DESCRIPTION DATE APPROVED APPROVAL DWG YMF 04/08/03 1. FRAME CONSTRUCTION 1.1. MINIMUM dAMB DEPTH - 5 3/4", MIN. STOP HEIGHT - 5/8" 1,2. FRAMES AVAILABLE AS FLUSH (F-SERIES) AND MULT-USE (MU-SERIES) (SEE TABLE 1 & SHT. 7) 2. DOOR CONSTRUCTION 2.1. MINIMUM DOOR THICKNESS - 1 3/4" 2.2, GLASS OPENING SIZE TESTED (SEE TABLE 2.) IS MAX SIZE AVAILABLE FOR 5'0" X 7'0" DOOR OPENING. ALL SMALLER SIZES ARE ACCEPTABLE.. 2.3. MAXIMUM GLASS OPENING SIZE WILL CH.,ANGE IN PROPORTION WITH DOOR SIZE. 2.4. FOR GLAZING DETAILS REFER TO SHEET 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE BEND RADIUS THIRD ANGLE PRDJ£GTIUN TITLe' YMF INGERSOLL-RAND COMPANY DOOR AND FRAME CDNFIGURATIDNS AND MATERIAL SPECS. 1035W SHEET 4 DF 7 NTSIAUTDCADI I F~ WIRE MASONRY ANCHOR INTO GROUT FILLED FRAME AND BLOCK WALL 1; 24' O.C MAX. OF ANCHOR T 24' O.C MAX, + 24' O.C MAX. FRAME TO BE WIRE MASONRY ANCHOR GROUT F][.I.~D~ · ,,....~.........,..,,..........,..-,,.~,......,.,. ............... Fy MIN.=58 K$i SHIM S~ACE I/4' MAX. ] WOOD STUD ANCHOR DOORr-,~'PES D, E - 08110 L~_]~..~_EL STUD ANCHOR '"7 -- MAX. OF ANCHOR ~2' NA~IIII I WOOD STUD ANCHOR (LOCK-IN OR WELD-IN) WOOD STUD WALLS ~_~ x ~-~/4.' SEE NOTE 1. ANCHOR STEEL STUD ANCHOR WELD-IN OR LOCK-IN STEEL STUD WALLS SEE NOTE 1. REVISIONS DESCRIPTION APPR[]VED TEST DWG YNF REVISED PER DC BCCB YMF DATE 04/09/03 06/88/04 [D~___.]EXIS~NG MASONRY ANCHOR IRMA) INTO CONCRETE WALL OR EMU ] EXIS~NC MASONRY ANCHOR (EMA~ ~TH LAG BOLT INTO WOOD STUD WALL 12~$.~ O,C,F MAX. T'~. Illl I ~:C~ ANCHOR MAX. LOCK-IN ~ ¢ WELD-IN · t.,,',;. I- .:.. '.',: . , . ...... ',::, RED HEAD (SLEE',E AJ~CHOR) RED HEAD (~J-IT ANCHOR) LOCK-IN WELD-IN X 5' W/3' MIN. EMBEDME. NT LAG BOLT WOOD STUD WALLS SEE NOTE 1. TAPCON OR WOOD SCREW % (4) PLACES (SEE NOTE 3) --3S~AO&00' I ~SEE S;HT.1 NOTE 7, ,MAX , ,~ ~ i ~TER[ORi ./ I × ! ! I~ll Sl~ INSTA~ON (~ICAL) 0UTS~NG DOOR NOTES: 1. WOOD OR STEEL STRUCTURAL MEMBERS OF WOOD AND STEEL-STUD WALLS MUST BE DESIGNED TO CARRY AT LEAST ,320 LOAD, AND SHOULD BE VERIFIED BY THE APPROPRIATE OFFICIAL, 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. 3. HOLE PATTERN VARIES BY MANUFACTURER ,-,.,.,., I~® INGERSOLL-RAND COMPANY STEELCRAFT NFO, DATE ANCHOR DETAILS / MOUNTING EDNDITI[]NS I SIZE FLAT [ s~,.E, NTSf 1035W SHEET 5 OF 7 " AUTOCAD I [ DOOR TYPES D, E-08110 R E V T S f B N S /SEE NOTE 1 : ,^TE J - 3,91 I i1,25 ] i7.3 I 11,25 '1' 3,91 L R ])ESCRIPTIBN APPROVED RELEASE TB SHOP 04/09/03 47 625 ///-%.~EE NOTE 2. t, 5 SEE NOTE FAS-SEAL DOOR SWEEP ~.5oJ - .ALCON M-SERIES 0.13 I , 5.00__ SS Fy=,20,O00 PSi ~k~' II I~'m.I ~..~-.~.].~ ~ ~ MOROSE LOOKSET W/ DEAD BOLT ~12-24 MACHINE SCREW~ ~ ~ ZERO 'NTL 566 SERIES ~RESHOLD ~.~ ~.:-~ WITH NEOPRENE BUMPER SCHLAGE CM5500 AND PR05500 SERIES ~ ~ ~ ~ 0,~ ~ 5,00 ~ ~ ~12-24 ~ PEMCO 2005 SERIES ~RESHOLD ~ SS Fy=120,O00 PSi X w,~. s,.~co.~, ~.~ L~ ~-;= .s s~% o~ ~ s~A~ ~-;= us ss~ ~_~ ~=~o,ooo ~si .,~ ~=~o,ooo ~, ~ ~ ' ~ ~ '~ :0. 0 SS F~120,000 P ~ ,.//~ ~ ~ - ~ SCHLAOE 0M5100 AND PR05100 SERIES - ¢12-24 MS% k ~~ /~ ~ CYLINDRICAL LE~R LOCKSET WITH SILICONE, VINYL ~ 2. DOOR SWEEP RIGID SEC~ON IS MADE OF PRO-FAX ¢PD-199 OR NEOPRENE BUMPER FALCON, T-SERIES POLYPROPYLENE HOMOPOLYMER CYLINDRICAL LEVER LOCKSET 5. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE ~01-75 73 DUROME~R - SHORE A SCALE Apprmml n~ m~nididn~ ~ INGERSOLL-RAND COMPANY STEELCRAFT MFG. THIRI) ANGLE PROJ~'CTI[~ ,C^~, NTSI AUTE]CAD BENT TABS TO SECURE ASSEMBLY "KNOCKED DOWN''~ ASSEMBLY DOOR TYPES D, WEL HEAD NOTCHED AND BUTTED BETWEEN JAMBS WELDED HEAD SITS ON TOP OF NOTCHED JAMBS WELDED 'SUA' SET-UP AND ARC-WELDED ASSEMBLY 'MU' "MUL~-USE" SERIES ASSEMBLY _~ 2" I--- ~ HEAD ~ MIN. / II /~"~' II 2" · ~ t ~ / x II 4" MAX. 0.6~5" I . II VARY (ALL DIMENSIONS TYPICAL ~---[------~ t EXCEPT WHEN SPECIFIED) HINGE dAMB n ~ STRIKE JAMB 08110 REVISIONS DESCRIPTiON DATE APPROVED RELEASE TO SHOP YMF ~]]~ INGERSOLL-RAND COMPANY STEELCRAFT MFG. BADE CO~flNTY CORNER DETAILS AND WEATHERSTEIPPING ATTACHMENT FOR FLUSH FRAME AND MU FRAMES ~o35w s. EET 7 o~- 7 A '°'~: NTS 1 AUTOCAD I I MIAMI.DADE DOOR TYPE - N - 08160 BUR,DING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIV/SION NOTICE OF A~EPTANCE (NOA) YKK AP America 332 Firetower Road Dublin, GA 31O21 MIAI~[-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILD~qG 140 WEST FLAGLER STIlE[T, ~ui'l'~ 1603 MIAMI, FLORIDA 33130-1563 (305) 37%2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable roles and raguhtions governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dado County Product Control Division and ac~pted by the Board of Ralles and Appeals (BOllA) to be used m Miami Dado County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after thc expiration data stated below. Tho Miami-Dado County Product Control Division (In Miami Dado County) and/or the AHJ (in areas other than Miami Daflc County) reserve thc right to have this product or material tested for quality assurance purposes. If'this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Al-[l may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BOllA reserves the right to revoke this acceptance, flit is determined by Miami-Date County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "YSD700' Aluminum Sliding Glass Door (LMI) APPROVAL DOCUMENT: Drawing No. W03-55, titled "YSD700 Aluminum Sliding Glass Door (LMI)", sbeets 1 through 8 of $, dated 07/28/03 with revision "D' dut~t 07/21/04, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami-Dado County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dado County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dado County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no ehangO in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Mtsuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of fbi, NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dado County, Florida, and followed by the expiration date may be displayed in advertising literature, ffany portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA Replaces & Revises NOA # 03-1006.05 and, consists of this page 1 and evidence page E-l, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chunda, P.E. NOA No 04-0603.03 Expiration Date: February 09, 2009 Approval Date: August 19, 2004 Page I DOOR TYPE- N - 08160 YKK AP America NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEI~ A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03-55, tiffed 'WSD700 Aluminum Sliding Glass Door (LMI)", sheets 1 through 8 of 8, dated 07/28/03 with revision "D' dated 07/21/04, signed and sealed by Dr. Humayoun Farooq, P.E. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Smile Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact mst per FBC, TAS 201-94. 6) Cyclic Loading Test, per FBC, TAS 203-94. Along with installation diagram of an aluminum sliding glass door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0231-0709-03, specimen #3and #6 (OXXO), dated 08/05/03 and 08-08-03 respectively and HTL-0231-101M-03, specimen #2, dated 07-15-03, HTL-0231-0910.02 specimen #1 (OXO), and specimen #5 (OX) both dated 07-15-03, signed and sealed by Vinu J. Abmham~ P.E. 2. Additional Test reports on 1) Small Miasile Impact test p~r FBC, TAS 201-94. 2) Cyclic Loading Test, per FBC, TAS 203-94. Along with installation diagram of an aluminum sliding glass door, prepared by Hurricane Test Laboratory, Inc., Test Reports No(s). HTL-0231-0302.03 (Spg4) and HTL-0231-1126-02 (Sp #3), both dated 07-15-03, signed and sealed by Vinu J. Abraham, P.E. (under NOA # 05-100~05) CALCULATIONS 1. Comparailve analysis & anchor v~rification calculations dated 05-20-04 and last revised on 07-14~ 04, pm'pared by Al-Furooq Corpomilon, signed and sealed by Dr. Humayoun Farooq, P.E 2. Comparative analysis & anchor verificailon ealculations dated 08-12-03, prepared by Al-Farooq Corporation, signed and sealed by Dr. Humayonn Farooq, P.E.(under NOA # 03-1006. 05) QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02-1205.03 issued to Security Glass Holding LLC for "SAF- GLAS", expiring on 12/16/2007 2. Notice of Acceptance No. 03-0421.01 issued to Solutia for "Saflex HP", expiring on 04/14/2008 3. Notice of Acecptance No. 02-0916.04 issued to Viracon Inc for "StormCmard", expiring on 04/14/2008. STATEMENTS 1. Statement letter of conformance & no financial interest, dated 08/12/03, signed and sealed by Dr. Humayonn Farooq, P.E. (Submitted under NOd # 03-1006.05) OTHER 1. Based on review of evidence submittal, letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). 2. Revised Test Proposal # 02-0383dated 05-15-03 and June 20, 2002 approved by BCCO. 3. This file Replaces & revises NOA# 034006.05, expiring February 09, 2009 .... ~haq I. Chanda, P.E. Product Control Examiner NOA No 04-0603.03 Expiration Date: February 09, 2009 Approval Date: August 19, 2004 E-1 184 1/2" ~'<. DOOR WIDTH FALSE MUNTINS MAy BE 4,- 57 5/8" MAX. D.L, OPG. 62 1/8' MAX, pANEL WIDTH s? 5/8' Max, D.L. OPG. 64 1/4' MAX. PANEL WIDTH ~LUSTER OF 8 ANCHORS AT INTERLOCKS YSD700 ALUMINUM SLIDING GLASS DOOR (L.M.I.) DOORS WffH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. DESIGN LOAD RATING FOR THESE DOORS TO BRAS PER CHART SHOWN ON SHEET 3. AT HEAD/SiLL 123" MAX. DOOR WIDTH lg' MAX, TYP, AT HEN)/SILL THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCII~ HURRICANE ZONE OF' THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDmONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 35% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS. 57 5/8" MAX. D.L OPO, 81 3/8' MAX. PANEL WIDTH 4" MAX, TYP. HEAD/SILL CORNERS //, II 55 3/¢" MAX. D.L. OPG. 8o 1/4" MAX. PANEL WIDTH D,~L. OPG. P,~NEL WIDTH TESTED UNITS 091.90 - N - 3d,L.I. ~OOG L~LUSTER OF 6 ANCHORS AT INTERLOCKS C~.~L'3538 JUL 2 ZOO4 HEAD/SILL CORNERS drawing no. W03-55 1 of 8 FALSE MUNT]NS MAY BE 246" MAX, CLUSFER OF CLU~-FEROF 7 ANCHORS- 6 ANCHORS~ AT LOCK STILES AT INTERLOCKS~ 19" MAX. TYP. 57 5/8" D.L. OPe, 62 1/8" MAX. PANEL WIDTH 57 1/8" MAX, D.L, OPG. 63 3/4' WAX. PANEL WIDTH DOOR WIDTN 0 REfNF. ANGLE 57 ~/8" ~AX. D.L, OPO. 63 3/4" ~AX. TESTED UNIT CLUSTER OF 6 ANCHORS AT MTG. RAILS PANEL WIDTH 57 5/8" MAX. D,L. 61 3/8" MAX. P~NEL WIDTH HE~D/SlLL CORNERS S1RUCTURES 09!.S0 - N - 3dX_L ~00(3 drowing ~ JUL ~ ~. ~004 W'03-55 -1/4' TEMp. GLASS -1/2" NR SPACE HEAT STREN'D GLASS _,070' INTERLAYER SAF-GLAS POLYCAEBONAT[ -,3/16" HEAT STREN'D GLASS SILICONE CORNING 995 FIX. PANEL OPERABLE PANEL -1/4" TEMp, GLASS SPACE HEAT STREN'O GLASs _,100" INTERLAYER SOLUTIA SAFLEX HP -3/16" HEAT STRr'N'D GLASS SILICONE NO gg§ FIX. PANEL OPERABLE PANEL GLASS TYPE 'C' " TEMP, GLASS SPACE HEAT STREN'D GLASs _.075' INTERLAYER STORMGL~SS -3/16" HEAT STREN'D GLASs $1UCONE -DOW CORNING 995 FIX. PANEL OPERABLE PANEL 09!,S0 - N ~ DBSIGN LOAD CAPACITY PSF PANEL WIDTH NOMINAL DOOR HEIGHT GLASS TYPZ 'A' & 'G' GLASS TYPE 'C' ~4CHES INCHES EXT, (+) ~. (-) E~. (+) I~. 30 1~.0 120,0 70.0 100.0 36 100.0 120.0 70.0 1~,0 42 100.0 120,0 70.0 100,0 48 80 1~,0 109,9 70.0 1~,0 54 9~.7 98.7 70.0 98.7 60 90,4 90,4 70.0 90.4 64 100,0 103.9 70,0 100,0 30 100.0 120.0 70.0 1~.0 36 1~.0 120.0 70.0 100,0 42 1 ~.0 120,0 70.D 100.0 48 S~ 100.0 103.7 70.0 100.0 ~ eIo ~3.o 7o.o Do 85.s as.s 7o.o ~ 64 g8.9 98.9 70.0 98.9 30 100.0 120.0 70.0 100.0 36 100,0 120.0 70,0 IO0.D 42 100.0 114.3 70.0 100.0 ~ 90 95.7 g5.7 70,0 g5.7 54 85.4 85.4 70.0 85.4 60 78.9 78,9 70,0 78.9 64 91,6 91.6 70.0 91.6 ~ 100,0 120.0 70.0 100.0 56 I~.0 120.0 70.0 100.0 42 100.0 106.0 70,0 100.0 ~8 96 88.9 88.9 70.0 88.9 54 78,7 78.7 70.0 78,7 60 72.7 72.7 70,0 72,7 NOTE: LOWER DESIGN PRESSURES SHALL CONTROL FOR COMBINATIONS OF THE PANELS. D,L.O. HEIGHT = DOOR HT, - 6.5 D. LO. WIDTH = AVG. PANEL WIDTH - ,3.875 2004 drawing W03 -55 TYPtCAL ANCHORS SEE ELEV, FOR ~]~ DR/JN NOTCH ~' x 3/4' ~ ~ AT EACH END TYPtCAL ANCHORS SEE ELEV. FOR SPACING TYPIC,N. ANCHORS SEE ELEV. FOR I~Y OR 2BY WOOD BUCK-_ ~" x 314' AT EACH END HIGH STRENGTH GROUT NOT BY YKK L-MUb'T TRANSFER SHEAR LOADS TO STRUCTURE 'PFPICAL ANCHORS (3) AT RE*INF. ANGL£-~ METAL STRUCTURES (STEEL OR ALUM. 1/8" MJN. THICK) STEEL: Fy ,, 36 KSI MIN. ALUMINUM : 6063-T5 MIN. ~TYPICAL ANCHORS TYPICAL ANCHORS $E£ ELEV. FOR I WOOD BUCKS NOT BY YKK, MUST SUSTNN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ~.!at~ .~__^ TYPICAL ANCI~01~S: SEE ELEV/CHART FOR SPACING · '*-: TAPCONR / ' ~,~,,,~INTO 2.5 WOOD BUCKS OR WOOD STRUCTURE 4-1/2 PEN mATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/2" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE I-1/2" MIN. EMBED INTO CONCRETE 5/16" DRILLFLL:*X SELF DRILLING SCREW~ INTO METAL STRUCTURES (1/8" MIN. THICKNESS) INTO N:~PROVED MULUONS (NO SHIM SPACE) J'YPICAL EDGE DI.~TANC~' INTO CONCRETE AND MASONRY = 1-7/8" INTO WOOD STRUCTURES ~, 1-1/4" MIN. FRAME AND PANEL CORNERS SEALED WITH TREMCO SPECTRUM 2 OR G.E. SILLGLAZE SEALANT. ~ REOD, AT OXXO ;~:]000 (,3) AT REINF. ANGLE STRUCTURES ~ F'£ f~55~557 JUL 2 2 ZOO4 z drawing no. W03-55 4 of TYPICAL ANCHORS SEE ELD/, FOR SPACING 3/8' SHiM MAX. PANEL WIDTH D.L, OPG. 3/8" SHIM MAX. Z 3/8" SH~M EXTERIOR D./ 0PO. PANEL WIDTH DOOR WIDTH SHiM _IBY OR 2BY WOOD BUCK TYPICAL ANCHORS BEE ELEV. FOR EXTERIOR D.L. OPO. pANF1 WIDTH DOOR W~DTH 091-S0 - N S'~DTURES FLA. PE ~ 16557 C.A.N. 3538 2004 W03-55 ANCHORS SEE ELEV. FOR 5/8" SHIM MAX. T~PICAL ANCHORS -(3) AT REINF. ANGLE PANEL WIDTH D.L. 0PC, (~ 3/8" SHIM D.L OPG. PANEL WIDTH ~12 SCRE'W~. 4 PER CLIP DOOR WIDTH D.L OPG. PANEL WIDTH _1~9Y OR 2BY WOOD BUCK STRUCTURES 091,80 - N - 3cl)Ll. ~lOOQ ~ ~ ~ ~004 drowing ~/03-55 6 of F'RAM£ BoTroM CORNER I ~~Eg-6101 1 ~ H~ 606~-~ [ ~K AP AMERI~ 2 E9-6110 1 H~D A~R (OP~LE) 606~-~ 3 E9-610~ ~ R/OD. H~ ~R (FIXED) 6063-~ ~K AP ~1~ 4 E9-6315 ~ ~ ~ 1 H~ ~R (~RJOE) 6D63-T5 ~K ~ ~ERi~ 6 E9-6102 1 r~u[ sl~ 6063-~ 8 E9-6108 ~ REQD. Si~ ~R (FIXED) ~~ 2/ PANEL TOP ~ BO~. ~L ..... ~ ~ ~l~ 23 ~-01~ ~ R~n~ .......... 26 ~-0732 ~ R~D ~~ -- ~ ~ ~ SS:;'_;~ ....... ~ eoB3-~ AT ~XO ~ORS ONLY z drowlng no. W03-55 7 - 7.000 6.499 FRAME H~,D -.115 TY'p, ~-7.000 FRAME SILL 6.483 ~,~~083,- I'i59 3.724- .087_~ TYP, FRAME JAMB (FIXED) REINFORCING ANOLE -.118 TYP. 6.482 ,700 f .079 4.112 _ 3.120 HEAD ADAPTER (OPERABLE:) HEAD ADAPTER (FIXED) '-lEAD ADAPTER (EXTERIOR) SILL ADAPTER (OPERABLE) SILL ADAPTER (FIXED) JAMB STILE ~__ .524 .087 [ 1.151 .9g9 L ,3.723 ~ 1.249 F 2.000 .157 '----- 2,750 -- ~ FRAME JAblB (OPERABLE) 1.766 ~ REINFORCING CLiP ASTRAGAL STILE INTERLOCK (FIXED) iNTERLOCK (OPERABLE) ogcBo - N - 3dX_l. ~000 .29g 124~L 3.250 *--' 2.002 ----, GLASS STOP HEAD TOP & BOTTOM RAIL 6.000 2.407-- 3.907-- ~ .562 -~ FEMALE LOCK STILE MALE LOCK S'I3LE ~*~UCTURES JUL 2 2004 W03-55 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMS1ON NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, ~ORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 YKK AP America 332 Firetower Road Dublin, GA 31021 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "35H" Aluminum Outswing Entrance Door (L.M.I.) APPROVAL DOCUMENT: Drawing No. W03-94, titled "Series "35H" Aluminum Outswing Entrance Door - L.M.I.", sheets 1 through 11 of 11, prepared by AL-Farooq Corporation, dated 10/20/03 with revision "A" dated 03/26/04, signed and sealed by Humayoun Farooq, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. I~IISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless othep0vise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-l, E-2, and E-3, as well as approval document mentioned above. Ot~The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 04-0227.02 Expiration Date: May 20,2009 Approval Date: May 20, 2004 YKK AP America~ Inc.. Se NOTICE OF ACCEPTANCE: EVIDENCE PAGE DRAWINGS Manufacturer's die drawings and sections. Drawing No. W03-94, rifled "Series 35H Aluminum Outswing Entrance Door - L.M.I.", sheets 1 through 11 of 11, prepared by AL-Farooq Corporation, dated 10/20/03 with revision "A" on 03/26/04, signed and sealed by Humayoun Farooq, P.E. TESTS Test reports on 1) Ak Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL. 0231-0415-03, with Specimen # 3, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Test reports on 1) Small Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231-1203-02 with Specimen # 5, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Test reports on 1) Small Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL-0231-0923-02 with Specimen # 2, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Ak Pressure Test, Loading per FBC, TAS 202-94 3) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231-0711-02, with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL-0231-1203-02 with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231-0711-02, with Specimen # 2, dated 08/05/03, signed and sealed by Virtu J. Abraham, P.E. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-0227.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 E-1 YKK AP America, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE PAGE e 10. 11. 12. 13. 14. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. I-ITL- 0231-0306-03, with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Test reports on 1) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231-0529-03, with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL-0231-0415-03 with Specimen # 2, dated 08/05/03, signed and sealed by Virtu J. Abraham, P.E. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231-0529-03, with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Test reports on 1) Air Infillxation Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231-0923-02, with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL-0231-0641-03 with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Test reports on I) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0231-0415-03 with Specimen # 4, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94- 2) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0231-0415-03 with Specimen # 3, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. Deputy Director, Product Control Division NOA No 04-0227.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 E-2 YKK AP America, Inc.. Ce NOTICE OF ACCEPTANCE: EVIDENCE PAGE 15. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Certified Testing Laboratories, Test Report No. ATL- 0218.01-99 dated 02/26/99, signed and sealed by William R. Mehner, P.E. CALCULATIONS 1. Anchor Calculations, ASTM-E 1300, and structural analysis, prepared by AL-Farooq Corporation, dated 12/18/03, signed and sealed by Humayoun Farooq, P.E. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02-1205.03 issued to "Security Impact Glass Holding L.L.C." for "Saf-Glas Polycarbonate Laminate" dated 01/02/03, expiring on 12/16/O7. 2. Notice of Acceptance No. 00-1204.01 issued to "E.I. DuPont DeNemours" for" Dupont Sentry Plus" dated 01/14/99 and expiring on 01/14/07. 3. Notice of Acceptance No. 01-0205.02 issued to "Solutia Inc." for "SaflexIIG PVB Interlayer for Laminated Glass" dated 05/17/01, expiring on 05/21/06. 4. Notice of Acceptance No. 03-0421.01 issued to "Solutia Inc." for "Saflex HP Polyvinyl Butryal Interlayer for Lamination of Glass" dated 05/22/03, expiring on 04/14/08. STATEMENTS 1. Statement letter of code compliance, dated December 18, 2003 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated December 29, 2003, signed and sealed by Humayoun Farooq, P.E. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E-3 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-0227.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 / . 94 1/4" MAX. -q-Il I ~A,~E MUN~NS ~S~TM II / II ==~r ..... ~ ~CHORS ~ . II ] ri ~ AT ~NSOM SIDES ~ ~H ~ ~ EEQD. FOE WOOD OR ~ ~, ~ II I ]1 ii ~ WO. SUCK INVASIONS ::~:==JLzzz::: II I II::::=:4~=:=~== ONLY ___~ .... ' x HIIIIIII ~:' ~ ~t~ :=~==:UL=====: III II=_:==:4~:::~:= 3 z ~lS PRODUCT IS ~D FOR ~RGE MISSILE MPACT. ' ~ I / ~ ~ s.~.s ~E NO~ D.L OPG~ I ~ D L OPG ~ ~ ~PROV~ APPLIES TO SING~ (X) AND DOUBLE (XX) L~F DOORS I ' ' ~ WITH OR WITHOUT ~NSOMS. 48' ~ ~8' ~ ~ ~-.~; ......... '~'- M~. DESIGN LOAD . ~ WlO~ NOM. ~F WlD~ SING~ (X) ~D DOUBLE (XX) L~F DOORS ( O~XX ) SING~ (X) AND DOUBLE (XX) L~F DOORS WI~ T~SOMS SEE SHE~ ~ S~NG~ (X) 4 1/2" MAX. ~ FRAME WIDTH -fyp. .~/ ~ ANCHORS AT S'~LE ENOS HEAD/SILL 4 REQD. TYPICAL ~6 REQD. FOR WOOD ~ × ~, - ~_N~:- ---IL. ....... :~ .... -H-__ _~/__- _ _ 'N II II D.L OPG. D.L. OPG, NOM. LEAF WIDTH '~ NOM, lEAF WIDTH SYSTEM SEE SHEET 4. i~ TESTED UNIT USE THRESHOLD (~)FOR INSTALLATIONS WHERE WATER INFILTRATION RESrSTANCE IS NOT REQUIRED, USE THRESHOLD ~) FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. drowing no. W03-94 sheet 1 of 11~ i /~.' HEAT STREN'D GLASS ~1/~~TEMP. GLASS ,052" LAMINATE \ .052" LAMINATE SENTRYGLAS ]IENTRYGLAS / \ \ / HEAT ETREN'D GLASS .ogo" LAMINATE ' SENTRYOLAS PLUS HEAT STREN'D GLASS 1/4" HEAT STREN'D CLASS .090" LAMINATE ' SENTRYGLAS PLUS -1/4" ANN. ~LASS k3/16" ANN. GLASS ti3/16" ANN. CLASS 1/4" ANN. GLASS .100" LAMINATE SENTRYGLAS PLUS ,1/4' ANN, GLASS T3/16" HEAT STREN'D GLASS \ .070' POLYCARBONATE ~-1/4" ANN. GLASS \ .070" POLYCARBONATE f i kL2 ?ll HEAT STREN'D GLASS .070" POLYCARBONATE 'SAF-GLAS -1/4" HEAT S~EN'D GLASS __ \ / / Approved ms c~mp~iII with HEAT ~EN'D G~S .100" ~I~TE ~ .090" ~I~TE 9 2004 GLAZING OPTIONS i J(sheet 2 of 11)1 SINGLE OR DOUBLE ENTRANCE DOORS W/0 TRANSOM DESIGN LOAD CAPACITY - PSF GLASS TYPES '6' & '7' / / (x) WID~ WID~ / \\ / / (xx) AppI~x'L~ Florida BaidJ~ MAR 2 9 2004 · drc:]wlng no. W03-94 ihee[ 3 of 1 1 ) MUI~ION LOAD CAPACITY-PS[' HORIZONTAL LOAD CAPAClTY-PSF WIDTH (W) FRAYE HEIGlf W/O REINFORCING WITH P~INFORCING ]~?--~'~'--[~-'~ ~ } .... HEIGHT (Hi W]])TH HORIZONTAL-A HORIZONTAL-B HORIZONTAL-C&D INCHES INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) ' {I ~ /,~'~. INCHES INCH[,S {, -- EXT. (+) {INT. (-) rXT. (+) I{NT' (_) E2CT. (+) INT. 48' ss.o 70,0 70.0 90.0 ,~ sr 70.0 90.0 7010 90.0 70.0 90.0 {{ 70.0 90.0 70.0 90,0 70.0 90.0 51" 55.0 70,0 70.0 90.0 ~ I 54' 72" 54# 55.0 70.0 70.0 go.o I I 57" 70.0 go.o 70.0 90,0 70.0 go.o 57. ss.o 70.0 70.0 90.0 ~,,~'® ,' t{t ~,,, ,. 70.0 90.0 70.0 so.o 70.0 90.0 80. 9s- 95.0 70.0 70.0 90.0 i ,, { ,,- 70.0 {90.0 70.9 90.0 70.0 " 63' 55.0 70,0 70,0 90,0 I { - '" 94' 78' 70.0 90.0 70.0 90.0 70.0 90.0 66' 55.0 70.0 70.0 90,0 {~ ~ "' ) 57' 70.0 90,0 70.0 88.1 70.0 90.0 69' 55.0 70,0 70.0 90,0 II 60" 70.0 86.3 70.0 8x,7 70.0 7~' 55.0 70.0 70.0 ~.0 ,~ ' ,, Ill / 5,- 70.0 90.0 70.0 90.0 70.0 75" 55.0 70,0 70,0 90.0 il 54" 70.0 89.0 70.0 86.3 70.0 90.0 ri 84" 48" 55.0 r 70.0 70.0 90.0 u~ ~_ so, 70.0 BoA 70.0 77.7 70.0 90.0 51' 55.0 70.0 70.0 90.0 J ~-~'~ ' ~--: 51' 70,0 88.0 70.0 85.3 70.0 90.0 54~ 55.0 70,0 70.0 90,0 5,~' 9o" 70,0 83.1 70,0 80.6 70,0 90.0 57' 55.0 70.0 70.0 90.o ~~ w2 57' 70.0 78.7 70.0 79.3 70.0 90.0 90.0 \ FOR TOTa NUa~ 75~ - 7o.o 9o.o ~-V2' o.0. ro~ ~oo~ TH" - - 70.0 90.0 " 5~.# 55,0 70,0 70.0 90.0 fl ~0" ~OE' S5.0 70.0 ~,0 9~,0 .- ~.o ,o.o ,0,0 ,o.o ~o, ,~ ,.o~o,,o.o~c~ ~ 69' - 70.0 90.0 ~ / NO 72' - 70,0 90.0 ~ / ~- 120' _ 70.0 90.0 H~ (H) - 2 ~" - - 70,0 go.o ~ oR. HU~{dU~ F~OOO W/ORE~FORCING ~H ~,N~O.CmO ~AR 2 9 2004 TYPIC~L ANCHORS SEE EI_EV. AND SHEET 4. FOR SPAC,NG. ~. Q.UA~NTrP(~ NOT APPR'D FOR WATER RESIST. · 1BY OR 2BY BUCK ALTERNATE REINFORCING N~GLE ~SF..E CHART ON SHEET 4- FOR CAPACITI' ~YPIcAL ANCHORS SEE ELD/. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063-T5 MIN. FOR SPACING & QUANTFIY ~REINFORCING CHANNEL ~'-SEE CHART ON SHEET 4. FOR CAPACRY drawing no. W03-94. 'sheet 5 of 111 APPR'D FOR WATER RESIST. TYPICAL ANCHORS oSEE ELEV. AND SHEET R SPACING &= QUANTrP( ANCHORS 7~PE 'A' OR 'B' (7) REOD. AT MTG. S31LE ENDS ~SEE DEV. FOR SPACING X~NCHORS INSTALLED PRE)R TO CLOSER) ALTERNATE , , N LOCK OPTIONS SINGLE DOORS: 3 POINT LOCK (Wg ~PZlS0) WrTH LOCK CYLINDER AT 32' TO 42" FROM BOTTOM. STD. PUSH/PULL BAR AT 45# FROM BOTTOM PUSH/PULL HANDLE SET (YKK #1113) DOR-O-MATIC 1490 SERIES (YKK #P2362) CONCEALED VERTICAL ROD TOUCH BAR EXIT DEVICE WiTH KEY CYLINDER AT 42' FROM BOTI'OM EXrT DEVICE PULL HANDLE SET (YKK ~1H1510) "' '~/* SEE Em.EV, FOR SPACING · ~ LOCK OPTIONS DOUBLE DOORS: OPTION ~1: 3 POINT LOCK (YKK ~P2150) WffH LOCK CYLINDER AT 32" TO 42" FROM BO3TOM. STD. PUSH/PULL BAR AT 45' FROM BOTTOM 2 POINT LOCK SYSTEM (YKK ~P2151) WITH THUMB TURN AT 32' TO 42' FROM BOTFOM STD. PUSH/PULL BAR AT 45' FROM BOTTOM PUSH/PULL HANDLE SET (YKK ~1113) DOR-O-MATIC 1490 SERIES (YKK ~rP2362) CONCEALED VERTiCAL ROD TOUCH ~ EXIT DEVICE WiTH KEY CYLINDER AT 42" FROM BOTTOM EXIT DEVICE PULL HANDLE SET (Y~K ~H1510) DOR-O-MATIC 1490 SERIES (YKK #P2362) CONCEALED VERTICAL ROD TOUCH BAR EXIT DEVICE WITH KEY CYLINDER AT 42' FROM BOTTOM EXIT DEVICE PULL HANDLE SET (YKK ~H1510) NOTE: 2 POINT LOCK MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. i TYPICAL ANCHORS: SEE ELEV. FOR SPACING A) 1/4" DIA TAPCONS INTO WOOD STRUCTURES WITH 1-1/2' MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B) 1/4-' DIA TAPCONS DIRECTLY INTO MASONRY WITH 1-1/4' MIN. EMBED INTO MASONRY c) D) INTO WOOD STRUCTURES WITH ;3" MIN. PENE'T~ATION INTO WOOD &14- SMS OR KWIK-FLEX SELF DRILLING SCRE'~ BY 'HIL~ INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063-T5 MEN. INTO CONCRETE AND MASONRY =. 12 X ANCHOR DIA. INTO WOOD STRUCTURE = 4 X ANCHOR DIA. SEALANTS: ALL FRAME CORNERS SEALED WITH TREMCO SPECTREM 2 OR DOW 795 SILICONE. HINGES: 4-I/2' X 4' BRASS SUTr HINGES (YKK ~P1300) AT 4" FROM TOP END, 7' FROM BOTfOM END AND ONE OR TWO EQUALLY SPACED. (3) PER LEAF FOR 90" BOOR I-rT. ANO _~ 36' LEAF WO. (4) PER LEAF FOR UFTO 96' DOOR HI'. AND UFTO 48" LEAF WD. HINGE ATrACHED TO DOOR FRAME AND DOOR ST~LE USING (4) ~12-24 X 1/2' FH MS THAT PASS THRU DOOR MEMBER AND THREAD INTO 5/16' ALUMINUM BACKUP pLATE. ( · drawing no. W03-94 sheet 6 of 1 1 2BY WOOD BUCK-~ SHIM D.L. OPG. FRAME WIDTH 1/,~" ~AX. SHIM SEE ELEV. FOR SHIM SP~E D,L. OPG, L~ WID~ tL EXTERIOR D.L. OPO, LEAF WIDTH WIDTH ~I~L ~CHORS SE E~. FOR SPACING SHIM SPACE ~Y WID~ FRAME W~DTH BUCK ~I~L ~CHORS E~. FOR SP~JNG Approved as _~3ti? vs~h tl~ so~~ d z ~ drewing no. W03-9¢ sheet 7 of 11'~ D.L. OPO. STEEL REINFORCING SEE SHEET 4~ FOR CAPACffY D.L OPG. ~ I t.e.L REq NFORC[NG SEE FOR CAPACITY :YKK NOA LOAD & DETNLS, D.L. OPG. LEAF WIDTH V9 ZOO4,, I '- ~-.969 '~ ~"'-- 2,350 '---°1 ~---- 3.748 ~1 ~ 4.969 ~ . ', ,~- i ~ / ~ ~.~o~ ~ j ~ ~ ; 2.374 i 2.500 ~ .921 e [ ~ 1,000 2,764 ~ ~ ~ HINGE STfLE ~ TRANSOM H~D E~. G~SS STOP (TRANSOM) INT. G~SS STOP (TRANSOM) ~ TOP ~IL f [ ~ ~.055 ~ ~.659 2.~00 , , ~ L : ~ ~ . ' . .~7~ ~ ~7~ ~ ~ ~ LOCK STILE (ACTIVE) ~ ANCHOR P~TE E~ERIOR G~SS STOP (DOOR) INTERIOR G~SS STOP (DOOR) ALT. ~ME TRANSOM (FOR O.H.C.C.) , 7.311 ~ 3.752 -j F 6 500 , [ ~' -~ / ~ ~ '150~ ~.ooo 3.~o~ ~ ~- ~ ~ REINFORC~NG ANGLE ~ --.157 ~ BOSOM ~IL ~ LOCK STILE (I~A~VE) m ~ BUMPER THRESHOLD MULUON/HORIZ. REINFORCING FOR ~D. F~ME T~NSOM ~ ' ' ~ ~ I NOAe ~7,s77~ ~7,500 _ ~: ~. ~0~ 1,500 1,2~ 1,2~ ~ ~ THRESHOLD ~MP (OPTIONAL) ~ ~ ..... J(she,t 2 59-0501 AS REOD. FRAME TR~SObl 6065-T5 YKK AP AMERICA ZA 59-0514 AS BEQD. ALT. FRAME TRANSOM 6063-T5 YKK AP AMERICA 3 59-0504 2 FRAME JAMB 6063-T5 YKK AP AMERICA 4- 59-0487 I BUMPER THRESHOLD 6063-T~ YKK AP AMERICA 5 59-0502 1 ALT. THRESHOLD 6063-T~ YKK AP AMERICA 6 59-0503 I THRESHOLD AI'KACHMENT 6063-T5 YKK AP AMERICA 9 - AS REQD. RAMP PIECE 2 6063-T5 Y'KK AP AMERICA 10 - AS REQD. RAMP PIECE 5 $063-T5 YKK AP AMERICA 11 59-0220 1/ LEAF TOP RAIL 6063-T5 YKK AP AMERICA 12 59-0221 1/ LEAF BO1TOM RAIL 6063-T5 YKK AP AMERICA 13 E9-0222 OR 2/ LEAF HINGE STILE 6063-3'5 YKK AP AMERICA 14 59-0223 1 LOCK SllLE (ACTIVE) 0 DOUBLE DOORS 6063-T5 YKK AP AMERICA 15 59-0230 1 LOCK S~ ON-AC~rVE) e ~UBU-' DOORS 6063-m YKK AP AMERICA 17 59-0226 2/ LEAF INTERIOR GLASS STOP (DOOR) 6063-T5 YKK AP AMERICA 18 59-0§08 AS REQD. EXTERIOR GLASS STOP (TRANSOM JAMB) 6063-T5 YKK AP AMERICA E -o os AS RE o. , R,OR STOP JAM ) AP AMER,C^ 20 59-0215 1/ DOOR DOOR STOP 6063-T5 YKK AP AMEi;!ICA 21 E~-~071 AS REED. ANCHOR ,L~TE <,EAO). 7-1/2' LONG SOB3-TS Y~K AP AMEB~CA 22 El-106BA AS REOD. ANCHOR PLATE (JAMB), 2-1/2' LONG 6063-T5 YKK AP AMERICA 23 51-0.35t 1/ LEAF TOP PAIL JOINT CLIP. 2.4.53' LONG 8063-T5 YKK AP AMERICA 23A E1--0352 1/ LEAF' BOTTOM RNL JOINT CUP, 4.516" LONG 606.3-T5 YKK AP AMERICA 24 52-0081 AS REQD. EXTERIOR GLAZING GASKET EPDM _ 25 52--0082 AS REOD. EXTERIOR GLAZING CASKET EPDM - 26 52--0083 AS REOD. EXTERIOR GLAZING GASKET EPDM 27 52-DO85 AS REQD. INTERIOR SILICONE SPACER (DOOR) EPDM 29 995 AS REQD. GLAZING COMPOUND sIImCONE DOW CORNING 30 52-DO86 3/ LEAF SETTING BLOCK (DOOR) EPDM - 52 52--0051 AS REOD, BULB W'STRiPPING PVC - 55 52--0093 AS REOD. ASTRAGAL GASKET EPDM FOR WATER RESISTANT DOORS ONLY 54 52-0087 AS REQD. PiLE W'STRIPPING - _ .35 52--0062 AS REQD. PILE W'STRIpP{NG - _ 37 E1-0511 2/ LEAF BACK PLATE FOR SHEAR BLOCK TOP Sil[EL NO ~9 ,-2~ol a OR 4/ LEAF aLrrr HINGE ~ ~NCLUUlNG SCREWS BRASS SEE SBEET 42 PC-1216 AS REQD. FI~E ASSEMBLY SCREWS STEEL t12 X 1' PH SMS 45 PC-1408 2 THRESHOLD SCREWS STEEL 1~14 X 1/2' PH SMS 45 51-1062 AS REOD. REINFORCING CHANNEL STEEL 1-1/2' X 4-1/2' X 5/16' 46 El- AS REOD. REINFORCING ANGLE STEEL - 47 E1-1066 2 THRESHOLD CUP STEEL ~-1/8' X ilAR Z 9 7.004 I ,~.t~o x ~/~' F.H, MS RAM ./ HORIZ. RAILS WELDED TO VERTIC~L ~,AILS AT OUTSIDE CORNERS W/ 1/~." X 1-1/4"' F'ILL~T WELD~ #10 X 1" I F,H. SMS 3/8" X SCREWS ~gr: DR. HU~,4A¥OUN ~'AROOQ J F.H. SMS HORIZ. RAIL~ WELDED TO VERTICAL RAILS AT OUTSIDE CORNEffS W/ 1/4" X 1-1/4"' FiLLEr WELD TO VERT1CA/. RNLS AT INSIDE COl w/,/~* ~ ~/,* .~ w~ '~ 3/8" x 5/8" ~m ~ ~ ~ ~1 SCR~S -~1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 YKK AP America Inc. 332 Firetower Road Dublin, GA 31021 ScoPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BOP, A) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer will incur the expense of such tes6ng and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material falls to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRWTION: Series YHS 50 TU Aluminum Storefront System-L.M.I. APPROVAL DOCUMENT: Drawing No. W04-103, titled "Series YHS 50 TU Alum. Storefront System- L.M.I.", sheets 1 through 8 of 8, dated 12/30/04, prepared by AL-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, ff any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 05-0317.03 Expiration Date: May 12, 2010 Approval Date: May 12, 2005 Page I YKK AP America Ae De NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04-103, rifled "YHS 50 TU Alum Storefront System-L.M.I.", sheets 1 through 8 of 8, dated 12/30/04, prepared by AL-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per IBC, TAS 201-94 5) Cyclic Wind Pressure Loading per IBC, TAS 203-94 along with marked-up drawings and installation diagram of a series YItS 50 TU aluminum storefront system, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0231-0704-04-(sperimen 1, 2, 3, 4, &5) dated various, signed and sealed by Virtu J. Abraham, P.E. CALCULATIONS I. Anchor Calculations, ASTM-E1300, and structural analysis, prepared by AL-Farooq Corporation, dated 01/11/05, signed and sealed by Humayoun Farooq, P.E. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00-1212.04 issued to E.I. DuPont DeNemours for their "Dupont Butacite ® PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01-0205.02 issued to Soluda, Inc. for their "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. 3. Notice of Acceptance No. 02-1205.03 issued to Security Impact Glass Holding L.L.C. for their "SAF-GLAS Polycarbonate" dated 01/02/03, expiring on 12/16/07. 4. Notice of Acceptance No. 3-0514.15issued to Oldcasfle Glass Inc. for their "Storm Glass" dated 12/11/03, expiring on 12/11/06. 5. Notice of Acceptance No. 03-0415.13 issued to Solutia, Inc. for their "Vanceva Composites" dated 12/11/03, expiring on 12/11/08. STATEMENTS 1. Statement letter of conformance, dated 01/11/05, signed and sealed by Humayoun Farooq, P.E. E-1 Herminlo F. GonTalez, P.E. Director, Building Code Compliance Office NOA No 05-0317.03 Expiration Date: May 12, 2010 Approval Date: May 12, 2005 YKK AP America NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Statement letter of no financial interest, dated 01/11/05, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (Code). ~ez, P.E. Expiration Date: May 12, 2010 Approval Dat~: May 12, 2005 E-2 SEE SHEETS ~Pl~ ANCHORS · SEE SHEETS 5 ~ 6'-~ D.L. OPg. SEE 3 // D,L. 0PG. SEE SHEET 3 MAX. MULLION SPACING SEE SHEET 4 .YHS 50 TU ALUMINUM STOREFRONT SYSTE~I THIS S~r'ET~VM IS RATED FOR LARGE MISSILE IMPACT. SHbl ~e.t~S ARE NOT REQUIRED, THIS SYSTEM MAY SE USED IN CONdUNCTION WITH MIAMI-DADE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT ENTRANCE DOORS. CODE REOUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESYt.~ TO COMPLY WITH THE REQUIRE~ENI~ OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCJ'/~ HURRICANE ZONE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO 3RANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PNNTED OR PLATED. ANCHORING OR LOADING COND/TiONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF" THIS APPROVAL A 33~ INCRE~ IN ALLOWABLE STRESS I$ USED IN DESIGN OF' ANCHORS. USE ¢HARq~ aS FOLLOWS. ~ DETEI~INE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCIW, BLDG~ H~GHT, WIND ZONE USIN~ APPLICABLE ABCE 7 STANOARD. SEE OHARr ON SHEET 3 FOR DESIGN LO~ C~ACI1Y OF DESIRED GLAS~ SIZE. STE~ ~ CHECK MUUJON CAPACDY FOR A GIVEN SP.~ING AND HE3OHT ~ CHAR~ ON SHF. L-r 4 THE P.~PACI~Y SHOULD EZCEEC THE DESIGN LOAD. U~ING CHART~ ON SHEEr 5 SEL[CT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ~BO~. O,L, OPG, sEE SH~ 3 -- // / \ \ \ \ ×/ SEE SERARATE ~ LM.L DOOR NOA~ FOR DOOR RATING & DETAILS, FOR DOOR ANCN SE~ NGA FOR 35H FLAi~INATED INSULATING GLASS/ LIARGE MISSILE IMPACT drow/ng no. W04-1 I/4" ANNEALED GLASS -I/2" AIR SPACE -1/4" ANNEALED GLASS -.015' URETHANE ADHESIVE .070 INTERLAYER ' ',~-GLAS' POLYCARBONATE -.015" URETHANE ADHESIVE ANNEALED GLASS SILICONE: CORNING gg5 TREMCO SPECTREM 2 GLASS TYPE 'A' 1/~." HF.~,~T. ETRN'O GLASS -I/2 NR SPACE -1/4' HEAT STRN'D GLASS ADHESIVE .070 INTERLAYER "SAF-GLAS* POLYCARBONATE -.015" URETHANE ADHESIVE -1/4.' HEAT S'TRN'D GLASS SI!JCONE -DOW CORNING 995 '~EMCO SPEC'~REM 2 HEAT STRN'D GLASS -I/2" AIR SPACE -1/4" HEAT STRN'O GLASS ..075" INTERLAYER VANCEVA STORM COMPOSITE BY 'SOLUTLA' GLASS TYPE Gi. ASS TYPE 'C' HEAT STRN'D GLASS $1UCONE CORNING 995 TREMCO SPECTREM 2 Z HEAT $TRN'O GLASS SPACE HEAT STRN'D GLASS -1/,4," HEAT STRN'D GLASS -1/2" ,NR SPAC[ -1/4' HEAT STRN'D GLASS .090" PVB INTERLAYER 'SAFLEX BY 'SOLUT~A' .ogo" PVB INTERLAYER BY 'DUPONT' -1/4" HEAT STRN'D GLASS -1/4," HEAT b-'~RN'D GLASS ~ SILICONE SlUCONE ~ m ~em[d~ing ~ I~e CORNING 995 · CORNING 995 ~ ~ TRE3aCO SPECTREM 2 '/~EMCO SPECTREM 2 GLASS TYPE 'D' GLASS TYPE 'E' (ir'owing no. W04-1 O, NOM~A[ O.L0, 30" 42' 48" 4~' 60' 72" 24' ~0" 48' 55' 72' 24' 42" 48' 55" 60' 55' 42' 48' 81 ' 00' 72' 24' 57' 80' 72' 24' ~0' 42" 72' GLASS LOAD CAPACITY - PSF GLASS T~PE 'A' TYPE 'B' & 'C' TYPE 'D' & 'E' ~, ocr. i+) ~, ['xm(+) ~ ~-.(_) 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70,0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 - 70.0 50.0 70.0 70.0 50,0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70,0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 50.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70,0 50.0 70,0 50.0 70.0 50.0 - 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 50.0 70.0 50.0 - 70.0 50.0 - 70.0 - 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70,0 50.0 70.0 70.0 50.0 70.0 50.0 70.0 50.0 70.0 70.0 70.0 50.0 NOMINAL DIMS. 0.LO. WIDTH I D.L.O. 24" 56# 42= 48' 60' 72' 24." 30' 55' 42" 48" 85" 54.= ,30" 36' 54.' 24.' .30= 36' 42" g7' 48" 60" 103" 48" 54." 24' ,30' log= 42' 48'' 24." 56' 115 GLASS LOAD CAPACITY - PSF au. ss tyPE 'A' T~,~ '5' a 'C' T~E 'D' ~'.(+) ~' I~.(-) F. XT.(+) ~, ~rr.(+) a 70.0 70.0 50.0 70.0 70.0 50.0 70,0 70.0 50.0 - 70,0 50.0 - 70,0 50,0 70.0 50,0 70.0 70,0 - 70.0 70.0 70.0 50.0 70,0 70.0 50.0 70.0 70.0 50.0 70.0 50.0 70.0 50.0 70.0 50,0 70.0 - 70,0 - 70.0 70.0 50.0 70.0 70.0 50.0 70.0 70.0 50.0 70.0 50.0 70.0 50.0 70.0 - - 70.0 - 70,0 7O,0 50.0 70.0 70,0 50.0 70.0 50,0 - 70.0 50.0 - 70,0 - 70.0 70,0 7O.0 70.0 70.0 50.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 - 70.0 - 70.0 - 70.0 70.0 50.0 70.0 70.0 50.0 - 70.0 50.0 70.0 70.0 70.0 50.0 70.0 70,0 70.0 50.0 70.0 50,0 70.0 50.0 70.0 - 70.0 _ 16557 drawing no. W04-10, of JA~B/M~LL~OIV LOAD CAPACITY 42' - 70.0 70.0 70.0 70.0 70.0 70,0 70,0 70,0 70.0 70.0 70.0 70.0 70.0 50.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70,0 50.0 70.0 -- 70.0 70.0 7O,0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 ~0.0 70.0 70.0 70.0 ';0.0 70.0 ~0,0 70.0 ~0.0 70.0 50.0 70.0 50.0 70.0 - 70.0 - 70.0 00.0 70.0 50.0 70.0 50.0 70,0 flO.O 70.0 -- 70.0 -- 70.0 JAMB/MULLION LOAD CAPAC]'~.~-- PSF ~ITHOUT INTERMEDLAT]g HOI~IZONTAL~ EXt.(+) ,,. iNT.(--) ~'T.(+) 50.0 70.0 ~0.0 70,0 00.0 70,0 47.3 70,0 70.0 63.8 70.0 70.0 120" 70.0 40.4 67.3 59.8 54..2 WIDTH (W) - Wl + W2 AT FRAME MULUON 2 WIDTH (w) - w? AT FRAME dAMB 42" 78' 84." 24' 42" 90" 3,0' 60' 30" ~.2" 102' 48' 4.8' ;x'r.(+) ~ ~N'r.(-) rXT.(+) .,, tM.(-) 70.0 ?O,o 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 50.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50,0 70.0 70,0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 6.]..] 70.0 50.0 70.0 70.0 50.0 70.0 50.0 70.0 50,0 70.0 50,0 70.0 50.0 70.0 - 70.0 70.0 50.0 70.0 ' ~.0 70.0 -'iO,O 70.0 48.2 70.0 WIDTH co~o. ~ ~XT.(+) ~, i~.(-) ~XT.(+) .,, 80.0 70,0 50.0 70.0 ';0,0 70.0 44.9 70.0 0';.6 ~8.3 44..g 70.0 ~-.2 ';6.2 50,0 -INTERMEDIATE HORIZONTALS W m'H(W). +w2 AT F~AIdE MULLION 2 wiDTH (w) AT FRAME JAMB MULLION . CO GU 0 JAMB JAMB MULLION 0 F GU TION MAR 0 9 z W04-: ANCHOR LOAD CAPACITY - PSF ~x'r.(+) ~ I~(-) N0~iINAL DI~$. ANOH0~S TYP~ (W) 24" 54" 24# 54" 24' 42# 24' 50' 48' 72" 78= 84" ANCHOR LOAD CAPACITY -- PSF L~'T.(+) ~' I~.(-) N0I/INAL DI~/S. ANCH0~S TYPE wJom (W) !m.,~.' 24" 30'" 36' 42' 48"' 54" 66" 72" 24" 30# 54* 24' 35' 4.8' 60' 30' 4.2" 24' 35# 48' 24" 30' 48" 54' 90* g6' 102' 108" 114" 120' 2~ WIDTH (W) = W1 + W2 AT ,q~JdE MULLION 2 WID'IH (W) - Wl AT FRAME JAMB -INTERMEDIATE HORIZONTALS i2, B2. A3 ANCHORS TYP .~Z SEE SHEET 6 FOR DESCRIPllON A2 (2) ANCHORS TYPE 'A' A3 ~ (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB/MULUON AT EACH SIDE OF JAMS/MUUJON s2 - (2) ANCHORS ~'~E 's' ^TEAC. SID£ or ~S/UUU~ON ALL Om£R ~CHO~S m SE S.ACED AS PER EL[VA~ON. 0 9 fire5 'PfPICAL ANCHORS _18Y WOOD BUCKS TfPICAL ANCHORS SEt' ELFV. FOR SPACING--~ METAL STRUCTURE L/ ~/8# MIN. THICKNESS 3YPICAL ANCHORS SEE E'LEV. FOR SPACIN 'rYPrCAL ANCHORS ·/-'SEE ELEV. FOR SPACIN(;: .~ '~ , .. sr ,,,. ! WOOD Z HORIZONTAL LF, NGTH = 63 IN. 3/8' O~ WEE 1V/O PER LrTE AT 8" FROM F..ACH VERTICAL TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY YKK INC. iMUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, 'PfPE A- TYPE B- App~ndm~wltb the ~ SEE ELEV, FOR SPACING INTO WOOD STRUCTURES WITH I-3/a,.' MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO ,3000 PSi MIN. CONCRETE W133-t 1-1/2' MIN. EMBED INTO CONC. 5/16" BL~ TA~-'~N,~ DIRECTLY INTO ,3000 PSI MIN. CONCRETE WITH 1-1/4' MIN. EMBED INTO CONC. 5/I~i" DRIL--FI~ SF~F DRILLING ~;~REW~ INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK,) STEEL: Fy .- 36 KSI MIN. ALUMINUM : 6063-T5 MIN. INTO CONCRETE AND MASONRY - 5" MIN. INTO W~OD STRUCTURE = 1" MIN. ALL FRAME CORNERS JOINTS AND INSTALLATION SCREWS AT SILL SEALED WITH SIliCONE. W04-1 ~sheet 6 of GAP D.L. OPG. EXTERIOR FRAME WIDTH D.L. OPG. STD. CONFIGURATION GAP D.L.O~. EXTERIOR FRAME WIDTH D.L, OPG. 3/8" 14~X. HEAVY CONFIGURATION drawing no. W04-1 O, :sheet 7 of 2.500 1.189 ~5.000 FRAME HEAD/SILL/JAMB ,071 T'fP. .126 , - 1,750, ' J- 1.603 ~ 4.969 ~.100 2.500 FRAME HORIZONTAL 1.189 ~----- 1.e03 . .07g . ~ I- .OD8 J 4..969 FRAME Sill 2.500 3.898- .7&.3 .079 ~ FLAT FILLER SILL FLASHING 1.378 1 .!11 ~1,382 GLAZING STOP 5.000 3.906 n 2.500 1 -i ~ 1,870 ~ ~L_,091 ,235j HEAVY DUTY MULUON 1.819 1.750 1.068 3.898 1,750 SHALLOW POCKET FILLER 2.178 ITeM NO. PART NUMBER QU.~NTITY DESCRLUTION I/ATERIA~~ 1 BED-OSel 'A~ NEED~'D FRAME HEAD/SiLL/JAMB 6063-T5 ] - 2 BE9-0883 AS NEEDED FRAME HORfZONTAL 6063-T5 3 BEg-0682 AS NEEDED FRAblE SILL 8063-T5 4 E1-1060 AS NEEDED FLAT FILLER 6063-T5 - 5 BE9-0656 AS NEEDED SILL FLASHING 8083-?8 - 6 BE9-0855 :AS NEE. DED SHALLOW POCKET RLLER 6063-T5 - 7 BE9-0884 AS NEEDED HEAVY DUT~ IdUUJON 8083-T5 8 E9-0~8 AS NEEDED GLAZING STOP EPDM g ED-O083 AS NEEDED EXTERIOR GL~ZIN(~ GASKET £PDM - 10 E2-OD84 AS NEEDED INTERIOR SILICONE SFACEE EPDM - 11 E2-0095 AS NE[DED SEITING BLOCK EpDM - 12 E2-0098 AS NEEDED SIDE BLOCK EpOM - 13 PC-1220 AS NEE. DED ASSEMBLy SCREWS PHSMS CR8 j~12 X 14 PC-142~. AS NEEDED FOR SILL App~Md ~u eomjd)4n8 wi~b fire 2805 z drawing no. W04-103 ) 7-1/2" LONG aAl~ 0 9 a;IO5 drawing W04-1 ~ 9 of BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) M]AMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUiLDiNG 140 WEST FLAGLER STREET, SUITE 1603 MIAM~ FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 YKK AP America 332 Firetower Road Dublin, GA 31021 SCOPE: Th_is NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.Y). This NOA shall not be valid after the expiration date stated below. The M~iami-Dade County Product Control Division (In Miami Dade County) and/or the AI-LI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will ~ncur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA rese~es the right to revoke th~s acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requ~ements of the applicable building code. Tiffs product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Series "YOW-225 TU-H" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W03-73, titled "YOW-225H Aluminum Fixed Window (L.M.I.)", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 08/25/03, with revision "A" dated 01/2~/04, signed and sealed by Humayoun Farooq, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate tiffs NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida~ and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its en~ety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of mis page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E, ~/'~PP~ 0 NOA No 03-1211.02 /~ Expiration Date: April 01, 2009 Approval Date: April 01, 2004 Page 1 YKK AP America NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Ae DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03-73, rifled "YOW-225H Aluminum Fixed Window (L.M.I.)", sheets 1 through 4 of 4, prepared by A1 Farooq Corporation, dated 08/25/03, with revision "A" dated 01-24/04, signed and sealed by Humayoun Farooq, P.E. Bm TESTS 1. Test reports on 1) Air Irffiltration Test, per FBC, TAS 202-94 2) Uniform Static Air'Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of an aluminum fixed window prepared by Hurricane Test Laboratory, test report No. HTL-0231-0810-02, dated from 08/16/02 to 08/19/02, signed and sealed by Vinu Abraham, P.E 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of an aluminum fixed window prepared by Hurricane Test Laboratory, test report No. HTL-0231-1210-02, dated 12/11/02, signed and sealed by Vinu Abraham, P.E 3. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of an aluminum fixed window prepared by Hurricane Test Laboratory, test report No. HTL-0231-0622-03-03, dated 06/10/03, signed and sealed by Vinu Abraham, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with installation diagram of an aluminum fixed window prepared by Hurricane Test Lahomtory, test report No. HTL-0231-0811-03, dated from 08/12/03 to 08/21/03, signed and sealed by Vinu Abraham, P.E CALCULATIONS 1. Anchor Calculations, ASTM-E1300-98, and structural analysis, prepared by Al Farooq Corporation, dated 09/24/03, signed and sealed by Al Farooq, P.E. MATERIAL CERTIFICATIONS 1. Notice of Proposed Action No. 00-0822.03, issued to Solutia, Inc. for their Saflex HP' dated I 0/19/00' expiring °n 4/l~:~x~ ~ ( Theodore Bering% P.E. Deputy Director, Product Control Division NOA No 03-1211.02 Expiration Date: April 0l, 2009 Approval Date: April 01, 2004 E-! NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Notice of Proposed Action No. 03-0421.01, issued to Solutia, Inc. for their Saflex HP, dated 05/22/03, expiring on 04/14/08. Notice of Acceptance No. 00-0329.03 issued to Security Impact Glass Holdings L.L.C. for their "SAF-GLAS Polycarbonate Laminate" dated 01/02/03, expiring on 12/16/07. Notice of Acceptance No. 03-0514.15 issued to Oldcastle Glass, Inc. for their "StormGlass" dated 12/11/03, expiring on 12/11/08. STATEMENTS 1. Statement letter of conformance, dated 10/01/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 10/01/03, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. HTL-0231-0810.02, HTL- 0231-1210-02, and HTL-0231-0323.03, issued by Hurricane Test Laboratory, Inc., dated 05/29/03, signed and sealed by Vinu Abraham, P.E. 4. Laboratory compliance letter for Test Report no. HTL-0231-0622-03, issued by Hurricane Test Laboratory, Inc., dated 06/26/03, signed and sealed by Vinu Abraham, P.E. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBBC). E-2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1211.02 Expiration Date: April 01, 2009 Approval Date: April 01, 2004 YOW-225H ALUMINUM FIXED WINDOW (L.M.I.) DESIGN LOAD RATINGS FOR THESE W~NDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2, THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHU]TERS ARE NOT REQUIRED. APPROVAL APPUES TO SINGLE UNITS OR SIDE ~Y SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCF~ HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BA~E MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN ~N THESE DETAILS ARE NOT PART OF THIS APPROVAL. HEAT STREN'D GLASS ~-1/4' HEAT STREN'D GLASS -3/8' AIR SPACE ~ -3/8" AIR SPACE -3/16" ANN. GLASS ~ -5/16' HEAT STREN'D GLASS \ -.015' RESIN ~ RESIN -.070' POLYCARBONATE -.070' POLYCARBONATE -,015" RESIN -,015' RESIN '3/16' ANN. GLA~S -3/16' HEAT STREN'D GLA~S SIUCONE SlUCONE -DOW CORNING 995 ~ -DOW CORNING 995 ~ GLASS WPE 'A' GLASS 3YPE 'B° 1-1/1 6' OVERALL LAMINATED GLASS LARGE MISSILE iMPACT RESISTANT GLAZING OPTIONS 1/4" HEAT STREN'D GLASS -3/8' AIR SPACE -3/16" HEAT S'rREN'D GLASS _.100" INTERLAYER SAFLEX HP -3/16" HEAT STREN'D GLASS SIUCONE -DOW CORNING 995 ~. ~_ Z GLASS TYPE 'C* 60" MAX. WINDOW WIDTH SURFACE APPLIED 55 5/8" FALSE MUNTINS--\ D.L. OPG. OPTIONAL -- " ~1/4" H~T mEN'D O~S H~O/SI~ ~ -3/8" NR SPACE -3[16" H~T ~EN'D ~ UNff . ,075" J~R~YEE ~ORMG~S -3/16" H~T ~EN'D SILICONE -DOW CORNING 995 GLASS TYPE 'D' JAN 2 7 2004, W03-73 ~heet 1 of '~[NDOW DI~S. WID33-{ HEIOHT 4.8' 4.8" 54" 24" 60' 42" 60' 24" 72' 60' 24' 4-2" 84" 54' 60" 30" 36" 4,2" 54" 60" WINDOW DIMS. WIDTH HEIGHT lB" 50" 98' 42" 48" 60' 30' 42" 48" 30" 120' 36' W NOTE: DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF GLASS TYPE 'A' OZAS8 TYP~S '~l' H 'D' GLASS TYPE 'C' WIDTH AND LE~!GTH OlMEN${ONS C. NN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. JAN ~} "/2004 drawing no. W03-73 sheet 2 of 4 ) Tfl=ICAL ANCHORS SEE £LL-V. FOR SPACING TYPICAL ANCHORS -SEE ELEV. FOR SPACING 1SY OR 2BY -WOOD BUCKS 3'ePICAL ANCHORS SEE ELEV.-- FOR SPACING TYPICAL ANCHORS 2 BY SEE ELEV~ WOOD SUCK METAL STRUCTURES (STEEL OR ~LUM. 1/8' MIN. THICK) STEEL: Fy = 36 KSI MIN. ALUMINUM : 6063-T5 MIN. D~E COUN~ rAPPROVED MUWON & MU~ION ANCHORS ~ANCHiRS SEE ELEV. FOR SPACING WOOD BUCKS NOT ~ YKK AMERI~ INC, MU~ J SU~AIN LOADS IMPOSED BY GLAZING ~EM AND ~S~R ~EM TO THE BUILDING ~RUCTURE. TYPICAL ANCHORS: SEE £LEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN, PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. 1/~,' DIA. ELCO DRILLFLEX OR FOUIV, INTO STEEL OR ALUMINUM MULLIONS (NO SHIM SPACE) INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) SEALANTS: FRAME CORNERS JOINTS SEALED WITH BUTYL RUBBER CORNER GASKET (~E2-06~4). TREMCO SPECTRUM 2 SILICONE SEALANT AT PERIMETER. WEEP HOLES: w1 = 1/4" x 1-1/16" WEEP SLOT AT CENTERLINE. JAN 2 ~ 2004 W03-73 2.188 2,250 2.250 .071~ - 1.974 FRAME HEAD/SILL ~-.375 1. 1.97~ FRAME JAMB 0.063 .915 GLASS STOP 1.313 SNAP COVER FILLER PLATE E9-4§25 ~./ WDW GLAZING STOP COVER E2-o35g AS REQD. ARROW SPACER, 1" LON{3 E2-0848 AS REQD. OI,AZlNO TAPE (.196 X .408) E~ON 13/18" x 1-3/18" X 4' LONe E3-1101 2/ WDW WEER COVER f~lO X 1' - GLAZING STOP SCREWS PH SMS AT 3" FROM ENDS ~ 10' O.C. TYPICAL ANCHORS ELEV. FOR SPACINO SHIM WPICAL ANCHORS SEE ELEV. FOR SP~:ING- SHIM EXTERIOR D.L. OPe. W/NDOW WIDTH ~10 X 1/2" PH SMS AT 12' O.C. SEPARATE NOA FOR MULUON ,4, .~ D,L. ORS. r WINDOW WIDTH EXTERIOR SIDE BY SIDE L D.L, OPG. WINDOW WIDTH WINDOWS JAN ZO0 drawing no. W03-73 sheet 4 of 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 YKK AP America 332 Firetower Road Dublin, GA 31021 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to he used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.D. This NOA shall not be valid after the expiration date stated below. The Miami-Dada County Product Control Division (In Miami Dade County) and/or the AI-IJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jorisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "YOW-225H TUH" Aluminum Project Out Window (L.M.I) APPROVAL DOCUMENT: Drawing No. W03-68, titled "YOW-225H Alum Project Out Window CL.M.I)", sheets I through 5 of 5, prepared by manufacturer, dated 08-15-03 and last revised on 10-31-03, signed and sealed by Dr. Humayoun Farooq, bearing the Miami-Dada County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, adveffising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 Ae Ce NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Ee DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03-69, titled "YOW-225H Alum Project Out Window (L.M.I)", sheets 1 through 5 of 5, prepared by manufacturer, dated 08-15-03 and last revised on 10-31-03, signed and sealed by Dr. Humayoun Farooq. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per i:rBC 2411 3.2.1 and TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Large Missile Impact Test per FBC, TAS 201-94 along with marked-up drawings and installation diagram of an aluminum project out window, prepared by Hurricane Test Laboratory, Inc., Test Report No. FTL- 0231-0810-02, dated 08/22/02 and 08/19/02, signed and sealed by Virtu J. Abraham, P.E. 2. Test reports on i) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked-up drawings and installation diagram of an aluminum project out window, prepared by Hurricane Test Laboratory, Inc., Test Report No. FTL- 0231-1210-02, dated 12/11/02, signed and sealed by Vinu J. Abraham, P.E. CALCULATIONS 1. Anchor Calculations, ASTM-E1300-98, and structural analysis, prepared by AL- Farooq Corporation, dated 09/25/03, signed and sealed by Humayoun Farooq, P.E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 03-0421.01 issued to Solutia, Inc. for "Saflex HP" dated 05/22/03, expiring on 04/14/08. 3. Notice of Acceptance No. 02-1205.03 issued to Security Impact Glass Holding L.I.C. for "SAF-GLAS Polycarbonate Laminate" dated 01/02/03, expiring on 12/16/07. QUALITY ASSURANCE 1. Miami-Dade County Building Code Co~ Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1006.07 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 E-1 YKK AP America NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance, dated 09/25/03, signed and sealed by Dr Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 09/25/03, signed and sealed by Dr Humayoun Farooq, P.E. OTHER 1. Letter from the consultant stating that the product is in compl]ance with the Florida Building Code (FBC). E-2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1006.07 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 62' MAX. WINDOW WIDTH / '\ / X SINGLE PROJECT OUT WOW. / / / x/x DOUBLE PROJECT OUT WOW. x/o PRO~ECT OUT/FIXED WDW. o/x FIXED/PROJECT OUT WOW. APPROVED CONFIGURATIONS 62" MAX. WINDOW WIDTH 60" MAX. VENT WIDTH 55 l/B" D.L. OPG. ~ ~ !~ -------:PT~:--------+T--------:~-~------- ~ .~ c~ - ---/--~- .... -~- ..... ~-~--- - HEAD/SILL CORNERS AT HEAD/SILL WINDOW WIDTH 57 5/8' ; ~:~ Q.~3m II II Iii .... -dj- .... .-LL .... ~jI ~ ~ - I, ,, ,J I~ / II ~ h ~ , , - ___,,.,.__..___...___ ~~B ~,~ ~ .... ~,~ .... ~'~, .... ~,' .... ~ __~ .... ~ .... ~_~__ -~ . I;, , ~ ,--- HEAD/SILL CORNERS AT HEAD/SiLL TESTED UNITS Y0W-225H ALUM PROJECT OUT WINDOW (L.M.I.) WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. APPROVAL APPUES TO; SINGLE VENT WINDOWS OF X CONFIGURATION. DUAL VENT WINDOWS OF X/X CONFIGURATION, AWNING/FIXED COMBINATIONS OF X/O OR O/X CONFIGURATIONS. ALSO SIDE BY SIDE COMBINATIONS OF 'two OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT IS DESIGNED TO COMPLY WiTH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA r~UILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7-88. ASCE 7-93. ASCE 7-95 OR ASCE 7-98 AS REQUIRED BY PREVAILING BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL DE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DE-rAILS ARE NOT PART OF THIS APPROVAL. MAXIMUM DESIGN LOAD RATING = + 65,0 PSF (FOR SlZI~S SHOWN OR SMAL!.J'~J) -- 65.0 PSF LIMIT I~iAX, O.L. OPNG. SIZE IN F1XED(O) UTE ~S SHOWN BELOW J (JL~ISTYPES,iA' &'C' . GLA~S 1"'/PEB WIDTH HEIGHT I WIDTH HEIGHT 57 5/8" 43 1/16' J 57 5/8" 29-3/4" d HEAT STEEN'D GLASS '3/8" AIR SPACE -3/16" ANN, GLASS RESIN .070' POLYCARBONATE -.015" RESIN GLASS SILICONE CORNING 995 GLASS TYPE 'A' HEAT STREN'D GLASS -3/8" NR SPACE -5/16" HEAT STREN'B GLASS ,100" INTERLAYB~ -SAFLEX HP 3/16' HEAT STREN'D GLASS SlUCONE -DOW CORNING 995 GLASS TYPE 'C' 1/¢" HEAT STREN'D GLASS 3/8" AIR SPACE HEAT STREN'D GLASS RESIN -.070" POLYCARBONATE -.015" RESIN HEAT 5TREN'D GLASS SILICONE -DOW CORNING 995 GLASS TYPE 'B' 1/4" HEAT $TREN'D GLASS -3/8' AIR SPACE -3/16" ANN, GLASS ,100" INTERLAYER ' SENTRYGLAS PLUS · 3/16' ANN. OLASS SIUCONE -DOW CORNING 995 (]LASS TYPE 'D' 1-1/16" OVERALL LAMINATED GLASS LARGE MISSILE IMPACT RESISTANT GLAZING OPTIONS SEE SHEET 1 FOR LIMITA330NS -1/4" HEAT STREN'D GLASS -3/8" AIR SPACE -3/18" HEAT STREN'D GLASS INTERLAYER - SENTRYGLAS PLUS -5/16" HEAT STEEN'D GLASS SILICONE -DOW CORNING 995 9LASS TYPE 'e' TYPICAL ANCHOBS_: SEE £LEV. FOR SPACING 1./4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOB BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR COHO. 1-1/4" MIN, EMBED INTO MASONRY OR COHO, 1/4" DIA. ELCO DRILLFLEX OR EQUIV. INTO STEEL OR ALUMINUM MULLIONS (NO SHIM SPACE) INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) SEALANTS: FRAME CORNERS JOINTS SEALED WITH BU'P(L RUBBER CORNER GASKET (#E2-0§44). TREMOO SPECTRUM 2 SILICONE SEALANT AT PERIMETER. WEEP HOLES: Wl -- 1/4" X 1-1/16" WEEP SLOT AT CENTERLINE. W2 = 9/32" DIA, WEEP HOLES AT 4-" FROM EACH CORNER LOCK OPTIONS: BRONZECRAFT CAM HANDLES (E1-1541/1542) AT LOOK STILE OF VENT, 8" FROM EACH END SECURED WITH (2) #10 x 1/2" FH SMS, BRONZECRAFT KEEPERS (E1-519) AT FRAME SILL/HORIZ. IMPOST FACING LOCKS SECURED WITH (2) #10 X 1/2" FH SMS, DR. HU~JN Fa.RO0( TYPICAL ANCHORS ELEV~ FOR ~BY OR 2EY SEE ELD,'. FOR SPACING 2 BY TYPICAL ANCHORS FOR SPACING TYPICAL ANCHORS FOR SPACING & MULUON ANCHORS METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy =, 56 KSI MIN. ALUMINUM : 6065-T5 MIN. TYPICAL ANCHORS SEE ELL-'V. 3YPICAL ANCHORS SEE ELEV, FOR SPACING- 2BY WOOD BUCK 3'~PICAL ANCHORS ELEV. FOR SPACING 1/4" MAX. SHIM EXTERIOR D.L. OPG, 'VENT WIDTH WINDOW WIDTH WOOD BUCKS NOT BY YKK AMERICA INC. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORS SEE ELEV. FOR SPACING- SHIM Tr'PICAL ANCHORS SEE ELD/. FOR SPACING 1BY OR 2BY ' ,~. -WOOD BUCKS TYpiCAL ANCHORS SEE ELD/. FOR SPACING ~3'fPICAL ANCHORS SEE ELEV. FOR SPACING 1YPICAL ANCHORS SEE ELEV, FOR 2~ WOOD BUCK ~/,~' ~x, SHIM D.b OPG. WINDOW WIDTH TYPICAL ANCHORS SEE ELD/. FOR SPACING- 1/~." MAX. ~..' SHIM D.L, OPO. VENT WIDTH WINDOW WIDTH EXTERIOR ~ ~ r ~ ~,og4 ~ 8 E9-4525 4/ WDW O~NO ~OP CO~ (RX. U~ 8063-T5 ~K AMERI~ INC. g BEg-4~g ~ REQD. HORIZ IM~ ~/0 OR O/X) ~83 TS ~K ~EE ~ INC F~ME H~D/SI~ HORIZ. IMPO~ (X/O OR O/X) VE~ ~LE 11 ~-0625 ~ ~ REQD. BULB W~=i~,~PiNC PVC ~K ~1~ INC. ___ 12 E2-0051 ] ~ REQD. BU~ ~IPP~ AT MU~ON ~C ~K ~l~ NC 2.1~B .z/~ - %974 ~ 3 E2-0359 ~ REQD. ~ROW ~ER, 1' LONG ~DM SPONG AT 3' ~OM ~ I 313 R~ P~TE 21 E1-171~. 1/ CORN~ CO~ER B~CK 6083-T5 ~K ~1~ INC. j L.a7 'j ,lOX, 2/ COEN~ ~E ~SmBLY SOR~ STOL PHSMS .87~ . ~ ' 23 Et-1711 2/ ~NT HINGE ~E - SECURED TO ~ME JAMB HORIZ. IMPOST (X/X) ~ E3-1101 2/ w~ W~P C~ . ~N AT W~ ~E d~B E~RIOR G~ING ~G ~ / ~ ~ ¢ .228 .727 1 .514 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Veinx America Inc.. 1418 Evans Pond Road Greenwood SC 29649-8725 SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH/). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division On Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such pmdact or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Velux Model FCM 4646 Fixed Skylight. APPROVAL DOCUMENT: Drawing No. VEL0001, rifled "Series FCM 4646 Curb Mounted Fixed Skylight ", sheets 1 through 3 of 3, prepared by PTC Engineering Inc, dated 11/12/04 with last revision on 12/20/04 bearing the Miami-Dare County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami-Dade County Product Control Approved or MDCPCA", unless otherwise noted herein and the insulated glass shall be properly marked by the manufacturers of Sentry Glass Plus Interlayer. RENEWAL of this NOA shall not be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration dale or ff there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, adveffising or any other purposes shall automatically t~tadnate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactmcr or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page, evidence page and approval document mentioned above The submitted documentation was reviewed by C~ NOA No. 04-0805.01 Expiration Date: November 10, 2010 Approval Date: November 10, 2005 Page I Velux America Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE Al* Be DRAWINGS 1. Drawing prepared by PTC Engineering, Inc., rifled "Series FCM 4646 Curb Mounted Fixed Skylight", drawing No. VEL0001, dated 11/12/04, with last revision on 12/20/04, sheet 1 through 3 of 2, signed and sealed by E. S. Nielsen PE. TEST 1. REPORTS Test report of Large Missile ~Impact Test per TAS 201, Cyclic Wind Pressure Test per TAS 203 and Uniform Static Air Pressure Test per TAS 202 on "FCM 4646 with 0099 Glazing", prepared by Architectural Testing Inc, Report No 01- 50828.01, dated 06/18/04, signed and sealed by S. M. Urich, PE. Test report of Standard Specifications for Dense Elastomeric Compression Seal Gasket, Setting Blocks and Spacers per ASTM C864 on "FCM Gasket (Black)" prepared by Architectural Testing Inc, Report No. 56580.01-106-18, dated 09/22/05 signed and sealed by J. A. Reed PE. CALCULATIONS 1. Anchor calculations, dated 10/25/04, pages 3 through 5, prepared by Product Technology Corporation signed and sealed by E. S. Nielsen, PE. QUALITY ASSURANCE 1. Building Code Compliance Office. STATEMENTS 1. Letter of Test compliance and No financial interest issued by Product Technology Corporation, on 11/14/04, signed and sealed by E. S. Nielsen, PE. E.1 P.E. Senior Product Control Examiner NOA No. 04-0805.01 Expiration Date: November 10, 2010 ApprovniDate: November 10, 2005 MAXIMUM HEIGHT 5o-3/,," A~oMAXIM U M WIDTH 4-6-1/2"/ MAX. , D.L.O. tB AO -lAND) '" D · 46-1/2" MAX. D.L.O. 7 - A OR (OPP. MODEL SHOWN FMC 4646 (OPP. HAND) EXTERIOR VIEW GENERAL NOTES: ' 1) THE PRODUCT SHOWN HEREIN IS DESIGNED & MANUFACTURED TO COMPLY WITH THE HVHZ OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED & ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD.- 5) PRODUCTS ARE APPROVED FOR USE WHERE' LARGE MISSILE IMPACT RESISTANCE IS REQUIRED. IMPACT PROTECTIVE SYSTEM IS ' SHEEi - TABLE OF CONTENTS ~' SHEET DESCRIPTION EXTERIOR VIEW & ANCHOR 1, LOCATIONS 2, GLAZING DETAILS, SECTIONS- & COMPONENTS 3 * CURB CONSTRUCTION, & B.O.M. * SEE DETAIL C SHEET 3 / B DESIGN PRESSURE RATING +70.0 OSF/-70.O PSF 1 0" (SEE 5" FROM CORNER TYP. FROM CORNER TYP. O.C. MAX. -~P._ EQUALLY SPACED 5o-3/4" ANCHOR INSTALLATION NOTE _I 10" O.C. MAX. TYP. - EQUALLY SPACED ANCHOR LOCATIONS INSTALLATION NOTES: ' 1) FOR ATFACHMENT TO WOOD CURBING, USE #8 WOOD SCREWS OF '; SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF' 1 1/8" INTO WOOD FRAMING. CONCRETE CURBING, USE 5/16"' DIAMETER POWER TAPPER CONCRETE SCREW ANCHOR OF SUFFIC LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF 1 1/4"' INTO CONCRETE CURB.- REVISION BO S. Nlelean Florida P, E, No. 4-1323 Produ~ Technolog~ Corporation 1150 ~u~lana Ave., Suite 6 ~n~r P~, Rofld~ 32789 5o-3/4" VELUX-AMERICA, INC. 14,18 EVANS POND ROAD, GREENWOOD, SC 29648-5001 :ERIES FCM 4-64-6 CURB MOUNTED FIXED SKYLIGHT EXTERIOR VIEW ~: ANCHOR LOCATIONS BB 11/12/O4- N.T.$. VELO001 3/4" INSULATING CONSISTING OF: I/8" TEMP.; ~575 AIRSPACE; 3/52" H.S. GLASS; ,-- 0.090" SENTRY GLASS, PLUS INTERLAYER;' $/32" H.S. GLASS, NOTES: ' EXTERIOR ' , DETAIL 1.470 / EXTERIOR / ~ BITE EXTERIOR GLAZING DETAIL 1) SPACING FOR ITEM #5, THE NAIL SECURING THE INNER FRAME' GASKET TO THE ALUMINUM OUTER FRAME IS AS FOLLOWS:- (2) T-NAILS AT EACH CORNER AND (2) 4 1/2" FROM EACH- CORNER. , 2) FRAME CONSTRUCTION: THE FRAME IS CONSTRUCTED OF 0.060"' THICK ROLL FORMED ALUMINUM. THE CORNERS ARE MITERED,' KEYED, STAKED & SEALED.- FRAME - TYP. WALL ' THICKNESS 0.060, INNER FRAME GASKET (~)/ CORNER KEY TYP.' WALL THICKNESS 0.068 SECTION A (SEE NOTE 2) (SEE NOTE 2) EDGE DISTANCE t5/8" PLYWOOD EMBEDMENT TO SECTION B MIN. DISTANCE FROM END OF ALUM. FRAME ROOF FINISH FOR BUR & SHINGLE. IF INSULATION &/OR TILE IS REQUIRED ADD INSULATION THICKNESS & TILE HEIGHT TO DISTANCE. ALL ROOFING DETAILS SHALL COMPLY WITH CHAPTER 54 OF FLORIDA BUILDING CODE. Eric S. Nielsen Florida P. F. No. 41523 Product Technology Corporation 1150 LouisianQ Ave., Suite 6 W~nter Park, Florida 32789 VELUX-AMERICA, INC. 1418 EVANS POND ROAD, GREENWOOD, SC 29648-5001 ~m.~: SERIES FCM 4646 CURB MOUNTED FIXED SKYLIGHT GLAZING DETAIL, SECTIONS & COMPONENTS '"'" "'/ :.. SEE NOTE FOR SPACING & QUANTITY., 2" MIN. ., EMBEDMENT SEE NOTE 2 FOR QUANTITY 5/8", PLYWOOD ROOF DECKING BY OTHERS · ~SEE NOTE ON SHT. 2) PLYWOOD® ROOF FRAMING BY OTHERS BILL OF MATERIALS PART NO. DESCRIPTION VENDOR 302061 OUTER FRAME ROLL FORMED ALUMINUM , VELUX 305051 INNER FRAME VULCANIZED EPDM GASKET, VELUX 503004- PVC Sb_l lING BLOCK ~ VELUX 303002 PN 421021 506056 502025 ® ® DOW 1199 SILICONE SEALANT / T-NAIL 0.085" DIA. X 1/2" LONG ~'8 PANHEAD SCREW WITH 1 1/8" MIN. 5/4-" INSUL. GLASS; 1/8" TEMP., 5/8" EMBEDMENT- DESICANT- FILLED AIR SPACE, 3/52" H.S. GLASS, 0.090"-- / SENTRY GLASS PLUS INTERLAYER, 5/52" H.S. GLASS STAINLESS STEEL GLAZING SPACER. TWO BY WOOD CURB, G >/= 0.50 2D GALVANIZED NAIL SIMPSON A55 FRAMING ANCHOR 8D X 1-1/2 GALVANIZED NAIL' CORNER KEY EXTRUDED ASA CONCRETE CURB (2000 PSi MINIMUM) ' 3/16" POWER TAPPER TYPE CONCRETE ANCHOR ® DETAIL C CORNER KEY & FRAME ASSEMBLY DOW CORNING SIMPSON STRONG TIE VELUX RAWL DECKING BY OTHERS (*SEE NOTE ON SHT. 2) / SEE NOTE 2 2 BY WOOD CURR j FOR QUANTITY INSTALLATION DETAILS NOTES: 1) SPACING & QUANTITY FOR ITEM #10 -- 12B NAILS FOR ALL SIDES AS FOLLOWS: 5" FROM CORNERS MAX. & 15-1/2" O.C. MAX." 2) ITEM #11 IS ATTACHED @ EACH CORNER WITH · (12) ITEM #6 OR #12, (3) INTO EACH MEMBER- @ THE CORNER. WITH 1-1/2" MIN. EMBEDMENT.-' FRAME SECTION REMOVED FROM CORNER KEY FOR CLARITY VELUX-AMERICA, INC. 1418 EVANs POND ROAD, GREENWOOD, SO 2964.8-5001 ~ SERIES FObl 464-6 CURB ivlOUNTEB FIXED SKYLIGHT ~' CURB CONSTRUCTION ,~ BILL OF MATERIALS Florida p. F- No. ~-1323 Produ~ Technology Corporotion ~~ 1150 LouiBiana Ave., Suite 6 ~~ ~ N,T.S. ~ VELO001 LEGACY REPORT NER-216 Re-issued March 1, 2004 ICC Evaluation Service, Inc. www.icc-es.org Business~egiorlal Office · 5360 Workm~n Mil Road, VVili~er, Ca~for~a 90601 · (562) 6990543 Regional Office · 900 Montclair Road, Suite A, B~l~gham, Alabama 35213 · (205) 599-9800 Regional Office · 4051 West Fk:~smoor Road, Count~ C!ub Hills, lllin~is 60478 · (708) 799-2305 Legacy report on the 2000 International Building Code®, 2000 International Residential Code®, the 2002 Accumulative Supplement to the International CodesTM, the BOCA® National Building Code/1999, the 1999 Standard Building Code© and the 1997 Uniform Building Code~ DIVISION 08 - DOORS AND WINDOWS Section 08620 - Unit Skylights VELUX AMERICA, INC. PO BOX 5001 GREENWOOD, SC 29648-5001 1.8 SUBJECT VELUX Roof Windows and Skylights 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural Performance 3.0 DESCRIPTION VELUX skylights am available in Model VS, VSE, FS, and FCM Various outside frame dimensions are available, ranging in orientation from 15 5/~6inches (389 mm) in width to 55 inches (1397 mm) in length. The VELUX VS, VSE, and FS skylights are constructed of laminated nordic pine wood framing having a specific gravity of 0.47, encased on the exterior in No. 22 gage aluminum cladding. The VS skylight is hinged at the top, and is crank operated to open. The VSE skylight is hinged at the top, and utilizes a production mounted electric chain to open. The FS skylight is a fixed skylight with integral frame. Refer to Figure 1 at the end of this report for typical cross sectional view of the VS, VSE, and FS skylights. Refer to Tables 1 and 2 at the end of this report for sizes and allowable loads for VS, VSE, and FS skylights. The VELUX FCM skylights are curb mounted fixed skylights constructed of an exterior roll-formed aluminum frame. Refer to Figure 3 at the end of this report for typical cross sectional view of the FCM skylights. Refer to Tables 3 and 4at the end of this report for sizes and allowable loads for FCM skylights. VELUX skylights are available in two glazing options: Glazing Type 0074 consists of a V~-inch (3.0 mm) thick fully tempered glass exterior pane, a 5/l~-inch (8.1 mm) to 7/~6-inch (11.1 mm) thick airspace, and a ~3/~-inch (5.2 mm) laminated heat-strengthened glass interior pane. The laminated heat- ~trengthened interior pane consists of two plies of /32-inch-thick (2.2 mm) heat-strengthened glass laminated together with a 0.030-inch (0.76 mm) pctyvinyl butyral interlayer. Glazing Type 9910 consists of a 1/.-inch (3.0 mm) thick fully tempered glass extedor pane, a ~/l~-inch (8.1 mm) to ?/16-inch (11.1 mm) thick airspace, and a 1/,-inch (6.4 mm) laminated tempered glass interior pane. The laminated tempered glass interior pane consists of two plies of ~/,-inch-thick (3.0 mm) fully tempered glass laminated together with a 0.030-inch- thick (0.76 mm) polyvinyl butyral interlayer. 4.0 INSTALLATION VELUX skylights, Models VS, VSE, and FS with integral frame, shall be attached to roof framing members by L-shaped mounting brackets. Four brackets shall be used with Modets FS skylights except size 112, which requires six brackets. Six brackets shall be used with all sizes of Model VS and VSE skylights, except four brackets are required for the 21~/~-inch by 381/2-inch (546 mm by 978 mm) and the 21'/~-inch by 27V2-inch (546 mm by 698 mm) VS and VSE skylight models. The brackets are zinc-chromate-coated steel angles 2~/~ inches (51.6 mm) by 1~/3~ inches (34 mm) by 23/~ inches (52 mm), lie inch (3.2 mm) in thickness. The bracket shall be positioned and premounted on the skylight frame with two No. 8 by 1Vcinch-iong (28.6 mm) stainless steel wood screws. At the jobsite, the bracket shall be bent over, tab inserted into the slot, and bent over to lock. See Figure 2. The other leg of the bracket shall be attached with three 11/,-inch long ring shank nails with 0.150 (3.8 mm) body diameter a ~/~ (9.5 mm) diameter head. Where roof sheathing exceeds % inch (12.7 mm) in thickness, fastenem attaching the brackets to the roof deck shall have sufficient length to penetrate wood structural framework a minimum of 3/4 inch (19 mm). The bracket shall be replaced if fractured or broken while being bent at the jobsita. No. 22 gage aluminum or copper flashing shall be attached over the fasteners at the perimeter ofthe skylights. See Figure 1 for t~pical installation details for Models FS, VS, and VSE (integral frames). Models FS skylights shall be installed in accordance with the VELUX installation Instructions, No. V-USA-1171-1200, dated 2000. Model VS skylights shall be installed in accordance with the VELUX installation Instructions, No. V-USA-1714-0201, dated 2001. Model VSE skylights shall be installed in accordance with the VELUX installation Instructions, No. V-USA-1715- 0201, dated 2001. Copyright © 20C~ Page 1 of 8 Page 2 of 8 NER-216 Model FCM skylights, curb mounted, shall be mounted to site- built wood curbs by attaching the aluminum frame of the skylight to the site-built curb (evaluation of the attachment of the wood curb to the roof deck is outside the scope of this report). The wood curb shall have a minimum specific gravity of 0,42 and a minimum dowel beadng strength F. of 3350 psi. The skylights are attached to the curb with corrosion resistant fasteners (stainless steel wood screws) furnished by VELUX Amedca Inc. The fasteners shall achieve full penetration into the wood curb. Tables 3 and 4 indicate the number of fasteners to be installed for each skylight model size. See Figure 3 for typical installation details or Model FCM skylights. Model FCM skylights shall be installed in accordance with the VELUX installation Instructions, No, V-USA-1501-0202, dated 2002. In cases of conflict, installation details described in this report . govern over the manufacturer's installation instructions, 5.0 IDENTIFICATION The VELUX skylights are identified with the name and address of the manufacturer, the glazing types and the ICC- ES Legacy report number (NER-216). The type of laminated pane shall be identified by a numerical code in the production code which is stamped into the stainless steel spacer between the panes, located in the upper left corner. The numerical code for the laminated heat- strengthened pane is 74 (VELTERM G'74) and the numerical code for the laminated tempered pane is 9910 (VELTERMG*9910). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's brochure, 2002 edition (V-USA-1517- 0502 © 1997, 2002). 6.2 Manufacturer's installation instructions: 1. Models FS skylights: VELUX installation Instructions, No. V-USA-1171-1200, dated 2000. 2. Model VS skylights: VELUX Installation Instructions, No. V-USA-1714-0201, dated 2001. 3. Model VSE skylights: VELUX Installation Instructions, No. V-USA-1715-0201, dated 2001. 4. Model FCM skylights: VELUX Installation Instructions, No. V-USA-1501-0202, dated 2002. 6.3 Reports of structural tests in accordance with ASTM E 330, prepared by Architectural Testing, Inc: 1. Report No. 01-3958501, dated September 14, 2001, on Model VS 01 with 0074 glazing. 2. Report No. 01-39585.02, dated September 14, 2001, on Model VS 01 with 9910 glazing, 3. Report No. 01-37435,01, dated November 29, 2000, on Model VS 2000 with MVA 2000 brackets and 0074 glazing. 4. Report No. 01-35572.01, dated July 14, 2000, on Model VS with 0074 glazing. 5, Report No. 01-35573.01, dated July 13, 2000, on Model VS (2000) with 9910 glazing. 6. Report No. 01-36653.02, dated December 28, 2000, on Model FS with MVA 2000 brackets and 0074 glazing. 7. Report No. 01-35569.01, dated July 7, 2000, on Model FS with 0074 glazing, 8. Report No. 01-35570.01, dated July 7, 2000, on Model FS with 9910 glazing 9. Report Ne. 01-35575.01, dated July 14, 2000, on Model FCM with 0074 glazing. 10. Report No. 01-35576.01, dated July 17, 2000, on Model FCM with 9910 glazing. 11. Report No. 01-42322.02, dated November 4, 2003, on Model FCM with 0074 glazing. 6.4 Structural calculations submitted by Architectural Testing, Inc.: 1. dated December 27, 2000, revised October 28, 2001, signed and sealed by Allan N. Reeves. dated July 27, 2000, revised December 26, 2000, signed and sealed by Allan N. Reeves. 6.5 Letter prepared by Architectural Testing, Inc., dated August 25, 2003, signed and sealed by Allan N. Reeves, 7.0 CONDITIONS OF USE The ICC-ES Subcommittee for the National Evaluation Service finds that the VELUX-America Roof Windows and Skylights described in this report comply with, or are suitabte alternatives to that specified in the 2000 IntemationalBuilding Code®, 2000 International Residential Code®, the 2002 Accumulative Supplement to the International CodesTM, the BOCA® National Building Code/1999, the 1999 Standard Building Code©, and the 1997 Uniform Building CodeTM, subject to the following conditions: 7.1 Roof windows and skylights are limited to loads indicated in this report. The allowable loads in Tables 1, 2, 3, and 4 shall not be increased for duration of load. 7.2 Installation conforms with the applicable code and this report. 7.3 For FCM skylights, the evaluation of the attachment of the wood curb to the roof deck is outside the scope of this report. 7.4 Installations of roof windows and skylights are limited to the following types of construction: 7.4.1 Types III, IV, and V construction in areas where the International Building Code is enforced. 7.4.2 Types Ill, V, and VI construction in areas where the Standard Building Code is enforced. 7.4.3 Types III, IV, and V construction in areas where the Uniform Building Code is enforced. 7.4.4 Types 3, 4, and 5 construction in areas where the BOCA National Building Code is enforced. 7.5 The glazing of units set at an angle of less than 45 degrees from the horizontal shall be mounted at least 4 inches (102 mm) above the plane of the roof. Exception: In areas using the BOCA National Building Code, the Standard Building Code, or the International Residential Code curbs for skylights are not required on one or two fatuity dwellings when the reef slope is a minimum of 3:12. 7.6 This report is subject to periodic reexamination. For information on the current status of this report, consult the FCC-ES website Page 3 of 8 NER-216 VERTICAL CROSS SECTION Model VSE HORIZONTAL CROSS SECTION Note: Model VSE shown for illustration purposes. For SI: 1 inch = 25.4 mm Figure 1 Typical Installation Detail for Model rS, VSE and FS Skylights *THIS DRAWING IS FOR ILLUSTRATION PURPOSES ONLY. IT IS NOT INTENDED FOR USE AS A CONSTRUCTION DOCUMENT FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION Page 4 of 8 NER-216 Figure 2 Bracket to Skylight Frame Installation Detail *THIS DRAWING IS FOR ILLUSTRATION PURPOSES ONLY. IT IS NOT INTENDED FOR USE AS A CONSTRUCTION DOCUMENT FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTIQN Page 5 of 8 NER-216 EXTRUDED ALUMINUM FRAME STAINLESS k CONDENSATION STEEL WOOD ~ GUTTER @ CORNERS) TEP FLASHING / ,..,' / ./ ,' / / / / '" J r¢ / " ,' ROUGH OPENING OUTSIDE CURB ~-1/2" WOODEN CURB 2"X4" MINIMUM Figure 3 Typical Installation Detail for Model FCM Skylights *THIS DRAWING IS FOR ILLUSTRATION PURPOSES ONLY. IT IS NOT INTENDED FOR USE AS A CONSTRUCTION DOCUMENT FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION. Page 6 of 8 NER-216 Table 1-- Models VS, VSE and FS Interior Pane - Laminated Tempered Pane (9910) Skylight Model and Design Pressures (pounds per square foot) Unit Size in Inches Venting Skylight Venting Skylight Fixed Skylight (and Model #) VS (manual) VSE (electric) FS Downward Wind U[31ifl Downward Wind Uelifl Downward Wind Uelift 15 5/ln x 463/n (056) NA NA NA NA NA NA 21% x 27% (101) 174 63 174 63 174 63 21% x 38% (104) 123 37 123 37 123 37 21¼ x 46~/~ (106/ 155 46 105 40 155 46 21% x 55 (108) 129 48 129 48 129 48 21% x 707/R (112) NA NA NA NA NA NA 235/1. x 23 %6 (150) NA NA NA NA NA NA 235/1~ x 463/~ (156) NA NA NA NA NA NA 30~/~ x 305/~ (302) NA NA NA NA NA NA 30s/~ x 38¼ (304) 85 32 85 32 85 32 30% x 463/~ (306) 100 31 72 28 100 31 30% x 55 (308) 89 27 89 27 89 27 443/¢ x 27% (601) 81 25 81 25 81 25 443/4 x 46% (606) 72 23 72 23 72 23 47 ~/~. x 46~/o f656~ NA NA NA NA NA NA Notes: 1. I in.=25.4 mm 2. Downward Load (including dead load) shall be determined from the largest of the following combinations: 1)Downward Wind Load + 0.5 (Snow Load) 2)0.5 (Downward Wind Load) + Snow Load 3. 1 psf= 6.895 kPa Page 7 of 8 NER-216 Table 2 -- Models VS, VSE and FS Interior Pane - Laminated Heat-Strengthened Pane (74) Skylight Model and Design Pressures (pounds per square foot) Unit Size in Inches Venting Skylight Venting Skylight Fixed Skylight (and Model #) VS (manual) VSE (electric) FS Downward Wind U~lift Downward Wind Uolift D~wnward Wind U~lifl 15 5/1~ x 463/, (056) NA NA NA NA 144 53 21% x 27% (101) 135 63 135 63 121 63 21% x 38% (104) 121 31 121 45 100 45 21% x 463/, (106) 114 39 101 38 93 38 211/= x 55 (108) 107 48 107 48 85 32 21% x 707/~ (112) NA NA NA NA 77 37 235/16 x 23 9/~6 (150) NA NA NA NA 188 68 235/1~ x 46~/~ (156) NA NA NA NA 93 35 30~/~ x 30~/~ (302) NA NA NA NA 108 40 3¢/~ x 38% (304) 85 32 85 32 85 32 30s/, x 463/~ (306) 82 26 72 28 70 26 30%. x 55 (308) 66 23 66 33 58 22 443/~ x 27% ~601) 81 26 81 30 81 30 44~/~ x 46% (606) 59 23 59 37 46 18 47 s/.~ x 46~/o (656~ NA NA NA NA NA NA Notes: 1. 1 in. = 25.4 mm 2. Number of fasteners used to attach the unit to curb. Fasteners shall be #8 x 1-1/2 inch (38.1 mm) long staimess steel wood screws. 3. Downward Load (including dead load) shall be determined from the largest of the following combinations: 1)Downward Wind Load + 0.5 (Snow Load) 2)0.5 (Downward Wind Load) + Snow Load 4. 1 psf = 6.895 kPa Table 3 -- Model FCM Interior Pane - Laminated Tempered (9910) Model Number Size ~ Fasteners ~ Downward Load~ Wind Uplift Load 2222 26~/~ in x 26~/~ in 2 per side 121 psf 110 psf 8 total 2246 or 4622 26~/~ in x 50~/~ in or 2 per short side 79 psf 84 psf 50¥~ in x 26~/~ in 3 per long side 10 total 3030 34~/6 in x 34% in 3 per side 100 psf 105 psf 12 total 4646 50% in x 50s/~ in 3 per side 40 psf 45 psf 12 total Notes: 1. 1 in. = 25.4 mm 2. Number of fasteners used to attach the unit to curb. Fasteners shall be #8 x 1-1/2 inch (38.1 mm) long stainless steel wood screws. 3. Downward Load (including dead load) shall be determined from the largest of the following combinations: 1)Downward Wind Load + 0.5 (Snow Load) 2)0.5 (Downward Wind Load) + Snow Load 4, 1 psf = 6.895 kPa Page 8 of 8 NER-216 Table 4 -- Model FCM Interior Pane - Laminated Heat-Strengthened (74) Model Number Size ~ Fasteners 2 Downward Load 3 Wind Uplift Load 2222 265/8 in x 268/s in 2 per side 121 psf 110 psf 8 total 2246 or 4622 265/8 in x 505/~ in or 2 per short side 79 psf 84 psf 50=/8 in x 26=/8 in 3 per long side 10 total 3030 345/~ in x 345/, in 3 per side 100 psf 105 psf 12 total 4646 505/8 in x 505/8 in 3 per side 40 psf 45 psf 12 total Notes: 1. 1 in. = 25.4 mm 2. Number of fasteners used to attach the unit to curb. Fasteners shall be #8 x 1-1/2 inch (38.1 mm) long stainless steel wood screws. 3. Downward Load (including dead load) shall be determined from the largest of the following combinations: 1 )Downward Wind Load + 0.5 (Snow Load) 2)0,5 (Downward Wind Load) + Snow Load 4. 1 psf=6.895 kPa Architectural Testing OSHA FALL PROTECTION TEST REPORT Rendered to: VELUX-AMERICA, INC. SERIES: FCM GLAZING: 0074 TYPE: Curb Mounted Aluminum Fixed Skylight Report No: 63285.01-109-44 Test Date: 02/24/06 Report Date: 03/02/06 Expiration Date: 02/24/10 130 DerryCourt York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www,archtest.com Architectural Testin~ OSHA SAFETY TEST PERFORMANCE REPORT Rendered to: VELUX-AMERICA, INC. P.O. Box 5001 Greenwood, South Carolina 29648-5001 Report No: 63285.01-109-44 Test Date: 02/24/06 Report Date: 03/02/06 Expiration Date: 02/24/10 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Velux-America. Inc. to perform tests on their FCM Series fixed skylight with 0074 glazing. The test specimen description and results are reported herein. Test Procedure: The test specimen was evaluated in accordance with OSHA Fall Protection, 29 CFR 1910.23 Paragraph (e) 8. A 200 lb£ weight was placed on the center of the glass and then dropped from varying heights above the skylight starting at 3' until failure was achieved. The highest impact load was recorded at failure. As a separate test, a weight of 600 lbf was placed on the center of the skylight for 60 seconds. The weight ,vas increased incrementally by 45 lbf up to a total of 1.765 lbf. Each load was held for 60 seconds. Test Specimen Description: Series: FCM with 0074 Glazing Type: Curb Mounted Aluminum Fixed Skylight Test Specimen #'s I and 2: FCM 4646 Overall Size: 4' I-I/2" wide by 4' 1-1/2" high Fixed Daylight Opening Size: 3' 10-1/4" wide by 3' 10-1/4" high Rough Opening Size: 4' t-1/2" wide by 4' 1-1/2" high 130 DerryCourt York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Architectural Testing 63285.01-109-44 Page 2 of 5 Test Specimen Description: (Continued) Finish: All aluminum was anodized. Glazing Details: The skylight utilized a 3/4" thick insulating glass unit fabricated from a sheet of 1/8" thick, clear tempered glass on the exterior and a sheet of 3/16" thick laminated glass on the interior, fabricated from two sheets of 3/32" thick clear, heat strengthened glass and a 0.030" thick clear PVB interlayer. The glass was joined together with a desiccant- filled stainless steel spacer system. The lite was interior glazed onto silicone and secured with a flexible gasket against the interior of the frame, using #6 x 5/8" screws spaced 5" from each comer and 10" on center. Frame Construction: The frame was constructed of extruded aluminum members with mitered, keyed, staked, and sealed comers. Drainage: Description Quantiw Location Condensation gutter with 1/4" weepslots at each comer Perimeter of skylight on interior 1/4" weepholes 8 One 3" from each comer draining condensation gutter Installation: The skylight was secured to a 2x4 SPF wood curb with three #8 x 1-1/2" long screws per side. The screws were driven through the predrilled holes in the skylight. The curb was secured to a 2x6 SPF wood frame with #8 x 3" long drywall screws. The frame was placed on the floor and leveled prior to any testing. Architectural Testin~ 63285.01-109-44 Page 3 of 4 Test Results: These results are tabulated as follows: Title of Test - Test Method Results Allowed OSHA Safety Drop Test 200 lbf 1000 lbf-ft (5' drop height) 1200 lbf-ft (6' drop height) No damage No damage No damage No damage See Note #1 No damage Note fi`I: At the 6' drop height, the interior laminated glass sheet broke. The tempered glass sheet remained intact and the weight did not drop through the skylight. Static Load with Weights (reference Photo Nos. 1 and 2) 600 lbf- 60 seconds 1,765 lbf- 60 seconds (see Note #2) No damage No damage No damage No damage Note #2: The weights were placed on a protective, non-structural sheet to prevent premature glass breakage. The weight was evenly distributed over a 2' wide b)' 2' high area at the center qf the glass. The specimen passed the 1. 765 lbf load held for 60 seconds. This load was the highest load achievable with the equipment available. Representative samples of the test specimen, and a copy of this repot wilt be retained by Architectural Testing, Inc. for a period of four years. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. This report may not be reproduced, except in full, without the approval of Architectural Testing, lnc. For ARCHITECTURAL TESTING. INC.: John C. McClane Supervisor - Product Testing JCM:jld Attachments (pages): Appendix-A: Photographs (1) Steven M. Urich~ P. E. Senior Prqject Engineer Architectural Testing 63285.01-109-44 Page 4 of 4 Revision Log Rev. # Date Page(s) 0 03/02/06 N/A Revision(s) Original report issue Architectural Testing Appendix A Photographs 63285.01-109-44 Architectural Testing Photo No. 1 600 lbf Load Photo No. 2 Continuing Load on Skylight MIAMI. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 CertainTeed Corporation 1400 Union Meeting Road Blue Bell, PA. 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dude County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AI-LI may immediately revoke, modify, or suspend the use of such product or material within their juristhction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hatteras Shingle LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been riled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA g01-0612.09 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigem. NOA No.:06-0110.07 Expiration Date: 07/26/11 Approval Date: 04/27/06 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: 07310 Asphalt Shingles Materials Laminate Deck Type: Wood 1. SCOPE This renews HatterasTM Shingle as manufactured by CertainTeed Corp described in Section 2 of this Notice of Acceptance. 2. PRODUCT DESCRIPTION Product Dimensions HatterasTM Shingle 18" x 36" 3. EVIDENCE SUBMITTED Test Aoencv Architectural Testing, Inc. Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. 4. LIMITATIONS Test Specificationa TAS 110 Product~ A heavy weight, fiberglass reinforced four tab asphalt roof shingle. Test Identifier Test N~ Date ATI-20134 TAS- 100 02/11/98 94NK9632 TAS- 107 05/15/98 ASTM 3462 Physical Properties 02/13/06 4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 4.2 Shall not be installed on roof mean heights in excess of 33 ft. S. INSTALLATION 5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 5.2 Flashing shall be in accordance with Roofing Application Standard PAS 115 5.3 The manufacturer shall provide clearly written application instructions. 5.4 Exposure and course layout shall be in compliance with Detail 'A', attached. 5.5 Nailing shall be in compliance with Detail 'B', attached. 6. LABELING 6.1 Shingles shall be labeled with the Miami-Dade Logo or the wording "Miami-Dade County Product Control Approved". 7. BUILDING PERMIT REQUIREMENTS 7.1 Application for building permit shall be accompanied by copies of the following: 7.1.1 This Notice of Acceptance. 7.1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of hhis system. NOA No.:06-0110.07 Expiration Date: 07/26/11 Approval Date: 04/27106 Page 2 of 3 MANUFACTURING PLANTS 8.1 Oxford, N.C. CertainTeed Corporation 200 CertainTeed Road Oxford, NC. 27565 Ph: (919)693-1141 DETAIL A 8,. DETAIL B =~ SEALANT CERTAINTEED HATTERAS SHINGLE END OF THIS ACCEPTANCE NOA No.:06-0110.07 Expiration Date: 07/26/11 Approval Date: 04/27/06 Page 3 of $ ANIMAL CARE CUTS FIXTURE 1, DOG RUNS BY T-KENNEL (SHOR-LINE) P 8, 9 SECTION 11400 Step-Up Bathing Tub · Slide n/slide out steps for arge breed accsss to ti~ lub can be Overall Tub Dimensions Tub Dimensions (inside) 904.0701.31 8114.0011.17 P umb ng Fxt r wi h aiumhum Spl~'r Hsad I of 5 FIXTURE 19 FIXTURE 12 No. 700-25 DOUBLE DOOR MEDIC.kL CABINET WITH SIAINLESS STEEl. CABINETRY Constructed o£ 18 gauge 304 stainless steel with an overalI dimension size of 38"W x 72"Ft x 24"D 38"W x 38"I-t × 12"D Double door upper cabinet equipped with 2 adjustable stainless steel shelves · Lockthg doors available · 38"W x 34"H x 2-1"D Stainless steel bottom cabinetry equipped w/three pullout drawer pans fbr easy cleaning and maintenance, No. 700-20 Dottble Door Cabinet and Cab[neff? No. 700-25 Double l)oor CabineL Cabinetry w/Narc( t c Safe 2ofY FIXTURE 15 SHOR-LINE HOLDING FIXTURE 18 FELINE SCALE Digital Feline Sc~lte FIXTURE 22, CANINE SCALE ~¥atk~h~ Plat~'m Scats, FIXTURE 31 Mobile Transport Unit Perfect for Use as a Temporary Kennel, You Can Even Use It as an Emergency Exam and ?reatmen[ Table Coated Grill Floors Keep Your FIXTURE 33 W/SOLID BACK, FIXTURE 32 SIMILAR W/OUT CABINET W/ CLEAR BACK. 4 of 5 KENNEL DOG DOORS OPENING WIDTH PART NO 043,0004,01 1 DOOR KOR DDDE STDP IF REQIRED 5 of 5 106 WOOD AND PLASTIC CABINET HW GLASS DOOR RAIL AND FRAME Hafele Sliding Glass Door Fittings Regal-C 15 - EKU GR, with frame and rails Modet: GR Important: Rails ;ire not ~lu~led in the complete ~t. Pl~s~ order s~p;ra~ety, s~e next p~, Hafele USA, 25 East26th Street, New York, NY 10010 1-800-423-3531, 212 679 7161, fax 212 679 7161 www.hafeleonline.com 1 of 13 07 THERMAL & MOISTURE PROTECTION METAL ROOFING METAL STANDING SEAM ROOFING SYSTEM 2000 SERIES BY ENGLERT INC. Englert Metal Roofing, 1200 Amboy Avenue, Perth Amboy, NJ 08862 Phone: 1 732 826 8614 · Visit our website at: www.englertinc.com Englert Branch Offices New Jersey 800-638-2580 New York 631-491-7700 ~ of 13 07 THERMAL & MOISTURE PROTECTION ROOF ACCESSORIES METAL GUTTER AND DOWNSPOUT Aluminum industrial metal gutter, SEAL-TITE #1G-2 C6 by Metal-Era Inc. or equal Aluminum industrial closed face down spout 2" x 3" by Metal-Era Inc. or equal F-LArGE L,¢llt FLA,~ E ANGLE F~RAC<ET L.J I{;;;-C6 · /'t' :x '109 METAL-ERA INC. 1600 AIRPORT ROAD WAUKESHA, WI 53188 TEL. 1-800 558 2162, FAX 1-800 373 9156 www.metalera.com 5/,;z X 1/2" HOLE> 6 ~2" .'.c. T ROOF ACCESSORIES SNOW GUARD: Snoblox Ace, glued down, by Snoblox-Snojax or equal. Farm: ~" W x ~' H ~ding ~er "V' sha~ ~ more ~5 a~ d~ ~t trap wate~ SNOBLOX-SNOJ~ 1405 BRANDTON ROAD, MECHANICSBURG, PA 17055 TEL. 1-800 766 5291,717 697 1999, F~ 717 697 2452 ~.snoblox.com 3 of 13 07 THERMAL & MOISTURE PROTECTION ROOF ACCESSORIES CONTINUOUS ROOF STRIP VENTS: Ridge vent: V-600 RIDGE VENT FOR VENTED RIDGE BY COR-A-VENT, OR EQUAL Eaves vent: S-400 FOR VENTED FASCIA INTAKE, RS-400 FOR VENTED UNDER EAVES INTAKE, or equal V-600 with Standing Seam COR-A-VENT INC. PO BOX 428 MISHAWAKA, IN 46546-0428 TEL. 1-800 837 8368, FAX 1-800 645 6162 www.coravent.com Raft~A~Vent 4 of I3 08 WINDOWS AND DOORS UNIT SKYLIGHT Aluminum fixed curb mounted skylight, VELUX FCM with Miami Dade glazing, or equal. SKYLIGHT ACCESSORIES SHADES FHG Velux cellular shade for FCM, or equal 10 SPECIALTIES BATHROOM ACCESSORIES FIXTURE #69 i A&J U805-NC-Surface Mounted Single Roll Toilet Tissue Dispenser with Non-Control Delivery OR BOBRICK B-2730 5 of 13 10 SPECIALTIES FIXTURE # 70 FIXTURE #71 U1525 A&J U1525 Jetair, Surface mount Automatic Hand Dryer A&J U704 18X30 -Stainless Steel Fixed Tilt Mirror. OR BOBRICK B-293 1830 6 of 13 10 SPECIALTIES FIXTURE #72 Bobrick B-822, or equal FIXTURE 73 A&J U472-13 Free Standing Swing Top Covered Waste Receptacle. Unit Overall Size Capacit~ CU, ~ U472-13 14 X14sq. X28~"H 13ga. 1,74 LU472 '7 ofl3 10 SPECIALTIES FIXTURE 74 BOBRICK TWO-WALL GRAB BAR B-5837 54"W X 36"D, 1 1/.,, DIA. W/CONCEALED MOUNTING FRANGES SEE PLAN FOR RIGHT AND LEFT HAND FIXTURE 75 U775 A&J U775-Stainless Steel Shelf 5"D X 12"W FIXTURE 76 Clothes Hook and Bumper Bobrick B-212, or A&J UB14 ~rm a.212 CLO'CH£S HOOI( ~ AND Bt~MPER Solid aluminum casting, [n~ finis. R~r bum~r p~s wall pa~ion sufl~. Range b A&J UB14 8 ofl3 10 SPECIALTIES FIXTURE 77 Provide shower rings and curtain as well 9 of 13 10 SPECIALTIES INTERIOR SIGNAGE SYSTEM Interior single insert end clip system 30mm, clear anodized aluminum, square edge Accord 15 by APCO or equal APCO Atlanta, Georgia 404-688-9000 or Fax 404-577-3847 Web: www.apcosigns.com Email: sales@apcosigns.com ~, ............... -~--- ' ..... Interior side track system 8 ¼"x8 ¼", clear anodized thin line side track Accord 15 by APCO or equal APCO Atlanta, Georgia 404-688-9000 or Fax 404-577-3847 Web: www.apcosigns.com Email: sales@apcosigns.com ]0 ot'13 FIXTURE # 52 PENCO Lockers 2 unit, 72" H x 12" w, 12" D FIXTURE #39 CAT DOOR Hale Pet Doors for Walls Size E Stock Number Flap Dimension Medium 04HS03 8~/2'' x 12~/2'' Outside Single or Rough Cutout Frame Double Door Color Dimension Flap 10 3/8"x14~/." 11%"x15 2 Satin Hale Pet Door, Self-Framing Wall Mount Hale Pet Door 5644 North 53rd Avenue Glendale AZ 85301 I (800) 636-4773 I InfoCb, halepetdoor.com, www.halepetdoor.com Il of 13 13 SPECIAL CONST. A'r]'IC LADDER Aluminum 1 hour fire rated puli down attic ladder, #4096 by Calvert USA. or 2 hour fire rated pull down attic ladder, SS/AL series by Precision Ladders, LLC. or equal. Calvert Chart Model J'tO. 4091 4095 4096 Number( A ) ( C, D ) ( B ) ( E ) Weighl Cover of steps Floor Rough Swing Landing of the unit door to ceilin.qopening size clearance space 11 7' 2" to 9' 2" 28" x 44" 63" 50" 130 lb. White 1" insulated 11 7' 2" to 9' 2" 28" x 48" 63" 50" 140 lb. Whi~e 1" insulmed 13 7' 8" to 10' 6" 28" x 52" 71" 57" 150 lb, White 1" insulated * 1 ~ur f';~e mt~lg, see our web s~te for details, ~.~,¥w. OaJverllJSA. cem. We de not g~mlee fire ra~ will be accepted. Calvert USA, Inc. P.O. Box 841 Solomons MD 20688 Phone: (866)477-8455 toll free in USA only, (410)326-8455 from anywhere Fax: (410)326-8498 E-mail mailto:karel~,calvertusa.com, www.calvertusa.com 12 of 13 13 SPECIAL CONST. ATTIC LADDER (cont.) Precision Chart r' L2 where "C" is exact ceiling height. For additional "D's" on Chart 2, please call the factory, CHART I Rough O~ening Rouqh Ogenincl C X L in ceiling in fr~or ~bove* * If std box frame is used. this dimension is the same as the ceiling opening. if 63~ angle frame is used. see chart at right to determine '~L2" CHART D L2 D L2 Precision Ladders, LLC · P.O. Box 2279 · Morristown,TN 37816 Phone: (800) 225-7814 or (423) 586-2265 · Fax: (423) 586-2091 email: stairwaysales@precisionladders.com · www.precisionladders.com 13 ofl3 NY DOT #T-10928 ilCC - MO 187506 RAPID DELIVERY PO BOX 7051 HicKSVILLE, NEW YORK 11802 1516) 433-9050 · FAX 1516) 433-9555 1(800) 870-3669 (5 BOROUGHS ONLY) NUMBER OF: DATE TYPE OF ENVELOPES SERVICE PACKAGES SPECIAL CARTONS WAITING TIME PICK-UP, CHARGE SULK RUSH OTHER EXCLUSIVE MULTIPLE UflgESS A D~ERENT ~LUE tS DECL~ED.*mE ~ ~qEaY RF.i.F.~ES THE TO A VALUE NOT r. XCEB3K~ ONE HUNDRED DOU. ARS ($100~0l PER VALUE RE-DELIVER TO CASH ADVANCE IF COLLECT, CHECK NO. OTHER SG~D TOTAL in consideration of th~ rate charged, it is agreed that the value of this shipment, whether consisting of one or more packages, is not greater than $10g.00, unless a greater va~ue is declared at the time the call is placed with the company, in which event the compaf~y will furnish a rate to insure the article for the higher va~ue declared by the ~eq~er We will not be liable for ~oss or damage to shipments improperly pack ,~o~r labeled, or for the loss or damage caused by delay. We wil~ not be liable for ~(~o r damage to cash, fu rs, jewelry, negotiable seca ribes or other high value items, etc. unless the gem or items are declared at the time of placing the cafe, in order to afford us an opportunity to adequately protect the shipment. We will not be liable for damage to glassware of any kind regardless of bow it is packed. Al} complaints regarding loss or damage of any kind must be submitted in writing to us within 30 days of delivery of shipment. Ron's Rapid Delive~'¥ shal~ not be ~iab~e for special or consequential damages, including, but not limitedto loss of ' profits or income Ronrs Rapid Delivery shall not be liable for costs to recreate original documents due to any circumstances whatsoever involving their loss. NY DOT #T-10928 ICC - MC 187506 8857 RON'~RAPID DELIVERY PO BOX 7051 HICKSVILLE, NEW YORK 11802 (516) 433-9050 · FAX (516) 433-9555 1(800) 870-3669 (5 BOROUGHS ONLY) NUMBER OF: W~IGH~ I DELIVERY DRIVER DATE TYPE OF ENVELOPES SERVICE X ; CONSIGNEESI'GN AND PRINT ~EGULAR PACKAGES WAITING TIME CARTONS PICK-UP CHARGE BULK RE-DELIVER; OTHER I ~,~ t 1 ~o CASH UNLESS A DIFFERENT VALUE IS DECLAREDv~ ADVANCE SHIPPER HEREBY RELEASES THE PROPE~T~ TO A V~UE NOT EXCEEDING ONE HUNDRED DOLL. S i$1~0.~0) PER S~EN~. RUSH EXCLUSIVE MULTIPLE IF COLLECT, CHECK NO. SJGNED OTHER TOTAL In consideration of th/e rate charged, it is agreed thal the value of this shipment, · ,2, and 3. Also complete Item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you, · Attach this card to the back of the mailpiese. or on the flont if space permits, 1. Article Addressed to: Stephen Cadieux Roland's Electric 307 Suburban Avenue Deer Park, NY 11729 A~ Signature' X [] Agent [] Addressee B. Received by (Printed Name) C, Date of Delivery D. Is dalivery eddmss different EOm item 1 ? [] Yes Jf YES. enter delivery address below: D No 3. Service Type ff Dertifled Mall [] Expms~ Mall Registered [] Return Receipt for Memhandise r'l Insured Mall [] C.O.D. 4. Reatr~ted D~r,~' {Ex~a Fee) []Yes 2, ~aole Number (/'render EOm serv/ce/abe/) 7003 3110 0001 8547 8529 PS Form 3811, FebruanJ 2004 Domestic Return Receipt · Complete items 1, 2, and 3. Also complete Item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpisoe, or on the front if space permits. 1. Articic Addressed to: Joel Itzkowitz Construction Consultants 36 East 2nd Street Riverhead, NY 11901 A. Signature [] Agent X i"1 Addressee B. Received by (Pdofed Name) C. Date of Delivery D. Is dalive~y addres~ dlffemnt from item l ? [] Yes If 'lES, enter dalivery address balow: [] No 3. Se~,ice Type ~1 Certified Mall [] Express Mall [] Registered [] Ratum Receipt for Merchandise [] Insured Mall [] C.O.D. 4. Restddted Delive¢ ~ r~e) [] y~ 7003 3110 0001 8547 8567 I PS Form 3811, February 2004 t Domestic Return R~ceipt · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. · Print your name and address on the reverse so thet we can return the card to you. · Attach this card to the back of the mailplsoe, or on the front if space permIts. 1. kticic Addressed to: Robert Ruggiero ARA Plumbing & Heating 2182 Jackson Street Seaford, NY 11783 A, Signature [] Agent X [] A~d~ee B. Received by (Pr/r/ted Name) C. Date of De~ive~ D. Is delivery address different Eom item 17 [] Yes If YES, enter dalivePj addres~ balow: [] No 3. ~rvice Type ~' Certified Mall [] Express Mall [J Reglate~d [] Ratum Renalpt for Memhandlse [] Insured Mall [] C.O.D. 4. Restricted D~lve~? (Ex~a Fee) [] Yes 2. AKacte Number (/'tanster from ~ labe0 7003 3110 0001 8547 8574 PS Form 3811, February 2004 Domestic Return Recalpt · Complete ~s 1, 2, and 3, Also complete Item 4 If Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailplece, or on,he front if space permits. 1. Afflcle Addressed to; Michael Conklin Hawkeye, LLC 100 Maracus Blvd Ste 1 Hauppague, NY 11788 A. Signature [] Agent X [] Addressee B. Received by ( Printed Name) C. Date of Delivery D. IsdelNee/addmssdifferemfmmlternl? []Yes If YES, enter delivery address below: [] No 3..S~rvlce 'lype ~l~Certifled Mail [] Express Mall [] Registered [] Retum Receipt for Merchandise [] Insured Mall [] C.O.D. 4, Restricted Delivery? (Extra Fee) [] yes 2. ArUcle Number 7003 3110 0001 8547 8499 PS Form 3811, February 2004 Domestic Retum R~calpt · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. · print your name and address on the reverse so that we can return the card to yon. · Attach this card to the back of the mallplece, or on the front If space permits. 1. Article Addressed to: William Mouff W.H.M. Plumbing & Heating 6H Enterprise Drive East Setauket, NY 11733 A. Signature [] Agent X [] Addressee B. Received by (PdntedName) C. Date of Delivery D. Is delivery address different from Item 17 [] Yes If YES, enter delivery address below: [] No 3, Se*vice Type 4. Restrtcted DellvefiF/(Exea Fee) []Yea 2. AAtc~e Number t PS Form 3811, February 2004 7003 3110 0001 8547 8505 Domestic Return Receipt · Complete items 1,2, and 3. Also complete item 4 If Restricted Delivery is desired. · Print your name and addreas on the reverse so that we can return the card to you. · Attach this card to the back of the mailpieee, or on the front if space permits. Michael Daly J. P. Daly & Sons 88A Brook Avenue Deer Park, NY 11729 A. Signature El ~gent X [] Addressee B. Received by (Printed Name) C. Date of Delivery D. isdalivefyaddressdift~Ftentfiomlt~ml? •Ye~ If YES, enter dallve~J address below: [] No Certifled Mall [] Expme~ Mall Registered D Return Reealpt for Memhandiee I FI Insured Mail [] C.O.D. I 4. Restricted Delivery? (Extra Fee) [] Yes 2. ~de Number J PS Foil3} 381 1, February 2004 7003 3110 0001 8547 8512 Domestlo Return Receipt 10259S-02-M-1540 . ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor thfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 19, 2007 Kevin Hamey Stalco Construction Inc 44 W. Jefryn Blvd, Unit N Deer Park, NY 11729 Dear Mr. Hamey: At the regular Town Board meeting held on May 22, 2007, the Town Board accepted the following bids for work to be done in connection with the new Southold Town Animal Shelter. A certified copy of the resolutions are enclosed. Construction Consultants LI, Inc Construction & $1,703,205.00 Contracting work WHM Plumbing & Heating Plumbing & Heating $343,939.00 Commander Electric Electrical $240,000.00 Your bid deposit is being returned to you. Thank you for your bid. Uns. Very truly yours, Lynda M Bohn Deputy Town Clerk ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 19, 2007 Michael Daly J.P. Daly & Sons, Inc 88A Brook Avenue Deer Park, NY 11729 Dear Mr. Daly: At the regular Town Board meeting held on May 22, 2007, the Town Board accepted the following bids for work to be done in connection with the new Southold Town Animal Shelter. A certified copy of the resolutions are enclosed. Construction Consultants LI, Inc Construction & Contracting work $1,703,205.00 WHM Plumbing & Heating Plumbing & Heating $343,939.00 Commander Electric Electrical $240,000.00 Your bid deposit is being returned to you. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Ens. ELIZABETH A. NEV/LLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor th fork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 19, 2007 Robert Ruggiero ARA Plumbing Corp 2182 Jackson Avenue Seaford, NY 11783 Dear Mr. Ruggiero: At the regular Town Board meeting held on May 22, 2007, the Town Board accepted the following bids for work to be done in connection with the new Southold Town Animal Shelter. A certified copy of the resolutions are enclosed. Construction Consultants LI, Inc Construction & Contracting work $1,703,205.00 WHM Plumbing & Heating Plumbing & Heating $343,939.00 Commander Electric Electrical $240,000.00 Your bid deposit is being returned to you. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Uns. ELIZABETH A. NEVILLE TOVfN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor th fork.net OFFICE OF THE TOWN CLERK TOWN OF $OUTHOLD June 19, 2007 Nicolaus Feldmann Eldor Contracting Corporation 1703 Church Street Holbrook, NY 11733 Dear Mr. Feldmann: At the regular Town Board meeting held on May 22, 2007, the Town Board accepted the following bids for work to be done in connection with the new Southold Town Animal Shelter. A certified copy of the resolutions are enclosed. Construction Consultants LI, Inc Construction & Contracting work $1,703,205.00 WHM Plumbing & Heating Plumbing & Heating $343,939.00 Commander Electric Electrical $240,000.00 Your bid deposit is being returned to you. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Ens. ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor th fork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 19, 2007 John A. Robbins, Jr. Robbins & Cowan, Inc 179 New York Avenue Huntington, NY 11743 Dear Mr. Robbins: At the regular Town Board meeting held on May 22, 2007, the Town Board accepted the following bids for work to be done in connection with the new Southold Town Animal Shelter. A certified copy of the resolutions are enclosed. Construction Consultants LI, Inc Construction & Contracting work $1,703,205.00 WHM Plumbing & Heating Plumbing & Heating $343,939.00 Commander Electric Electrical $240,000.00 Your bid deposit is being returned to you. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk mBS. Southold Town Board - Letter Board IV~eting of July 3, 2007 RESOLUTION 2007-601 ADOPTED Item # 35 DOC ID: 3029 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-601 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 3, 2007: RESOLVED that the Town Board of the Town of Southold hereby rescinds Resolution No. 2007-567 and reinstates the Fire Suppression System to the Animal Shelter Contract "C" with WHM Plumbing & Heating~ Inc, at a cost of $70~970.00, thereby restoring the total contract price with WHM Plumbing & Heating~ Inc. to the awarded bid price of $343~939.00, in accordance with the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [5 TO :~] MOVER: William P. Edwards, Councilman SECONDER: Thomas H. Wickham, Councilman AYES: Edwards, Ross, Wickham, Evans, Russell NAYS:Albert Krupski .Ir. Generated July 16, 2007 Page 49 · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired, · Print your name and address on the reverse so that we can return the card to you, · Attach this card to the back of the mailpieca, or on the front if space permits. 1, Article Addressed to: Nicolaus Feldmann Eldor Contracting Corp 1703 Church Street Holbrook, NY 11741-5921 [3 ~ent X [] Addressee 4, Res~tctdd Dalivery? (Extra Fee) I=I Yes 7003 3110 0001 8547 8550 PS Form 3811, February 2004 Domestic Retum Receipt · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front it space permits. 1. Article Addressed to: John Robbins, Jr Robbins & Cowan Inc 179 New York Avenue Huntington, NY 11743-6994 Signature [] Agent X [] Addressee B. Received by (Printed Name) C. Date of Delivery D. Is daiivecy addre~s different from ltem l ? [] Yes if YES, enter daiive~J address below: [] No 3. ~Rk:e Type Certified Mail [] Ex~ Mail 7003 3110 0001 8547 8543 ~, PS Form 3811, February 2004 Damestlo Return Receipt · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address on the reveme so that wa can return the card to you. · Attach this card to the back of the mallplece, or on the front If apace permits. 1. Article Addressed to: James Haugland Commander Electric, Inc PO Box 526 Bohemia, NY 11716 A. Signature X I-1 Agent [] Addressee B. Rscaived by ( Printed Name) C. Date of Delivery D. Is delivery address different from item 1 ? I-1 Yes If YES, enter delivery address below: [] No 3. Service 3ype ~[~Cerflfled Mall [] Expmes Mail [] Registered [] Return Receipt for Merchandise [] Insured Mail [] C.O.D. 4. Restricted Delivery? ,(Extra F~e) [] Yes 2. Article Number (~'ansfer from sen4ce labe/) 7003 3110 0001 8547 8581 PS Form 3811, February 2004 Domestic Return Receipt · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is deslred. · Print your name and address on the reveme so that we can tatum the card to you. · Attach this card to the back of the maitpiece, or on the front if space permits. 1. Article Addressed to: Kevin Hamey Stalco Construction Inc 44 West Jefryn Blvd Unit N Deer Park, NY 11729 A. Signature [] Agent X [] Addressee B. Received by ( Printed Name) C. Date of Detivery Is delive~ address diffem~ flom item 1 ? [] Yes If YES, enter delivery address baiow: [] No 3. Service Type Certitiad Mail [] Express Mail ~Registemcl [] Return Receipt for Merchandise [] Insured Mail I-I C.O.D. 4. Restrlob~ Delivery? (Extra Fee) [] Yes 7003 3110 0001 8547 8598 PS Form 3811, February 2004 Domestic Return Receipt · Complete items 1,2, and 3. Also complete item 4 it Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front it space permits. 1. A~tio~,~ddmssed to: . Kalliopi Vournou E & A Restoration Inc 40 Willis Avenue Suite 200 Syossett, NY 11791 ~. Signature X [] Addressee B. ReCeived by ( Printed Name) C. Date of Delivery D. Is delive~ address different from item 1 ? [] Yes if YES, enter deitve~J address beloW: [] No "~ Registered [] ~ Mail 4. Restricted Daiive~'j? (Extra Fee) D yes 2. Article Number (Transfer from sew/ce label) 7003 3110 0001 8547 8536 ~ [ PS i 3811' Febmary 2004 Do..-t,c Rctum "i ~59~-~-~0i ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor th fork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 19, 2007 Michael Conklin Hawkeye LLC 100 Marcus Blvd. Hauppauge, NY 11788 Dear Mr. Conklin: At the regular Town Board meeting held on May 22, 2007, the Town Board accepted the following bids for work to be done in connection with the new Southold Town Animal Shelter. A certified copy of the resolutions are enclosed. Construction Consultants LI, Inc Construction & Contracting work $1,703,205.00 WHM Plumbing & Heating Plumbing & Heating $343,939.00 Commander Electric Electrical $240,000.00 Your bid deposit is being returned to you. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk BBS. ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 19, 2007 Kalliopi Vournou E & A Restoration 40 Willis Avenue Suite 200 Syosset, NY 11791 Dear Mr. Vournou: At the regular Town Board meeting held on May 22, 2007, the Town Board accepted the following bids for work to be done in connection with the new Southold Town Animal Shelter. A certified copy of the resolutions are enclosed. Construction Consultants LI, Inc Construction & Contracting work $1,703,205.00 WHM Plumbing & Heating Plumbing & Heating $343,939.00 Commander Electric Electrical $240,000.00 Your bid deposit is being returned to you. Thank you for your bid. Ens. Very truly yours, Lynda M Bohn Deputy Town Clerk ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 19, 2007 James Haugland Commander Electric, Inc 500 Johnson Avenue Bohemia, NY 11716 Dear Mr Haugland: Congratulations. At the regular Town Board meeting held on May 22, 2007, the Town Board accepted the bid of Commander Electric for electrical work in connection with the new Southold Animal Shelter. A certified copy of the resolution is enclosed. The bid deposit will be returned to you at the end of the contract. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Bus, ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 19, 2007 Stephen Cadieux Roland's Electric 307 Suburban Avenue Deer Park, NY 11729 Dear Mr. Cadieux: At the regular Town Board meeting held on May 22, 2007, the Town Board accepted the following bids for work to be done in connection with the new Southold Town Animal Shelter. A certified copy of the resolutions are enclosed. Construction Consultants LI, Inc Construction & Contracting work $1,703,205.00 WHM Plumbing & Heating Plumbing & Heating $343,939.00 Commander Electric Electrical $240,000.00 Your bid deposit is being returned to you. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Ens. ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.north fork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 19, 2007 Joel Itzkowitz Construction Consultants LI, Inc 36 East 2nd Street Riverhead, NY 11901 Dear Mr Itzkowski: Congratulations. At the regular Town Board meeting held on May 22, 2007, the Town Board accepted the bid of Construction Consultants LI, Inc for construction and contracting work in connection with the new Southold Animal Shelter. A certified copy of the resolution is enclosed. The bid deposit will be returned to you at the end of the contract. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Ens. ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 19, 2007 William H Mauff WHM Plumbing & Heating 6H Enterprise Drive East Setauket, NY 11733 Dear Mr Mauff: Congratulations. At the regular Town Board meeting held on May 22, 2007, the Town Board accepted the bid of WHM Plumbing & Heating for plumbing and heating work in connection with the new Southold Animal Shelter. A certified copy of the resolution is enclosed. The bid deposit will be returned to you at the end of the contract. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Ens. Southold Town Board - Letter Board Meeting of May 22, 2007 RESOLUTION 2007-490 ADOPTED Item # 26 DOC ID: 2913 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-490 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MAY 22, 2007: RESOLVED that the Town Board of the Town of Southold hereby accepts and awards the Iow bid of Construction Consultants~ Inc. in the amount of $1~703~205 for construction and contracting work in connection with a new Southold Town Animal Shelter, subject to entering into a contract with the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [5 TO MOVER: Louisa P. Evans, Justice SECONDER: Thomas H. Wickham, Councilman AYES: Edwards, Ross, Wickham, Evans, Russell NAYS:Albert Krupski Generated May 24, 2007 Page 41 Southold Town Board - Letter Board Meeting of May 22, 2007 RESOLUTION 2007-491 ADOPTED Item # 27 DOC ID: 2914 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-491 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MAY 22, 2007: RESOLVED that the Town Board of the Town of Southold hereby accepts and awards the low bid of WHM Plumbing & Heating~ Inc. in the amount of $343~939 for plumbing and heating work in connection with a new Southold Town Animal Shelter, subject to entering into a contract with the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [5 TO 1.] MOVER: Thomas H. Wickham, Councilman SECONDER: Louisa P. Evans, Justice AYES: Edwards, Ross, Wickham, Evans, Russell NAYS:Albert Krupski Jr. Generated May 24, 2007 Page 42 Southold Town Board - Letter Board Meeting of May 22, 2007 RESOLUTION 2007-492 ADOPTED Item # 28 DOC ID: 2916 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-492 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MAY 22, 2007: RESOLVED that the Town Board of the Town of Southold hereby accepts and awards the Iow bid of Commander Electric~ Inc. in the amount of $240~000 for electrical work in connection with a new Southold Town Animal Shelter, subject to entering into a contract with the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [5 TO 1] MOVER: William P. Edwards, Councilman SECONDER: Daniel C. Ross, Councilman AYES: Edwards, Ross, Wickham, Evans, Russell NAYS:Albert Krupski .Ir. Generated May 24, 2007 Page 43 S. J. Hoerning Construction, Inc. 1471 Fifth Avenue Bay Shore~ NY 11706 Phone (631) 206-1676 Fax (631) 968-0344 RECEIVED April 12, 2007 HAND DELIVERED Postmaster Bay Shore Post Office Fifth Avenue Bay Shore, NY 11706 (ler~ Dear Postmaster: This letter will confirm our phone conversation today with your mailroom supervisor. We have been experiencing an ongoing problem with our mail carrier (Route 54) for the last few years. There are never attempts made to knock on the door and deliver Certified Letters. When we retrieve the mail (delivered at approximately 3:30 pm) there will be the yellow slip that a certified letter was "attempted to be delivered". I occupy a front office space in the residence during the day and I hear anyone at the front door. After finding an "attempt to deliver" slip with our mail, I grumble, then go to the post office and pick up the letter, make my usual complaint to the usual window in the mailroom and the supervisor on duty promises he will speak to the mail carrier. And I go away, believing things will change in the future. On Wednesday, April 11th, them was a "attempt to deliver" yellow slip with our mail. The date on the slip was April 9th. Where was this envelope for two days? Upon going to the post office, it was discovered that this envelope had a handwritten notation of attempted delivery dates "4/2, 4/9, 4/17. I was at the residence the entire week of April 2nd and there were.never any slips left with our mail. This envelope contained a time-sensitive document. Had we received it, as the sender intended, we would have been able to submit a competitive bid for a construction project for the Town of Southold. If this was a one-time occurrence, we could call it an unfortunate incident. However, the past irresponsible habits of the mail carrier on our route now is not just a nuisance to us, but we have to recognize it as a serious problem for the future. By copy of this letter, I am notifying The Town of Southold Town Clerk as well as the Town of Southold Postmaster so you can coordinate reimbursement for services not rendered. Sincerely, S.O. Hoerning Construction, Inc. Cc: Town of Southold Town Clerk Southold Postmaster 0~ OF TI~ TOWN CL~K TOWN O~ ~3UTHOL~ 7005 3110 0003 0247 1103 Joe · - 2 Tc_O FFICIA L m Is*hr ro Janesa I c~ L .... Reed Construction Data r r,- ~CJ0'O~? ' - ..................... [ot~Oaox~. 30 Technology Parkway ] [~b;-~;~;~ Suite 100 ...................... ] · · -.,, Norcr~ .... . . · Complete Rems 1, 2, and 3. Also complete Item 4 if Re~lcted Delivery is desired. · Print your name and address on the ~ so that we can return tam card to yoU. · Attach this card to the back of the mallpisce, or on the front if space permits. Reed Construction Data 30 ~l~chnology Parkway Suite 100 Norcross, GA 30092 i PS Form 3811, February 2004 B. Recaivedby(FWntedN~) -- C. Dateof Dailvery D. ladaiive*yaddressdlffemntfmmiteml? r-lyes if YES, eflter daiivery address below: [] No 3. Se~ TypType [~Ce~ifled Mall [] Express Mai[ [] Registered [] Return Reo~pt fo* Me*chandise FI Insured Mail [] C.O.D, 4. Reatflcted D~lve~/(EMro Fee) OYes ~035 7005 3110 0003 0247 [S~nr To Donna Coulter [~-~£-~'~:~a? ....... McGraw-Hill Companies Inc .................. ~ [~:-~-~ ..... 3315 Cen~al Av ................. [ · Complete items 1, 2, and 3. Also complete item 4 if Restrfcted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpleca, or on the flont if space permits. ' 1. Article Addressed to: Donna Coulter McGraw-Hill Companies lnc 3315 Central Avenue Hot Springs, AR 71913 D. Isdeliv~ ~'nl? I-lyes If YES, enter deliwry address below;. ~No [] Rsgistefed FI Return Receipt fo~ Memhandise [] Insured Mall [] C.O.D. 4. Re~t~cted Delivery? (Ex~a Fee) [] Yes 7005 3110 0003 0247 0991 ~ PS Form 3811, February 2004 Domeaoc Return Receipt m Postage Return Receipt Fee (Endorsement Required) · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Pdnt your name and addmes on the mveme so that we can return the card to you. · Attach this card to the back of the mailplsoe, or on the front if space permits. 1. Article Addressed to: Joe S J Hoerning Construction 1471 Fifth Avenue Bay Shore, NY 11706 2. ~ Number ffmnsfer fram sen~:e ~et) [] Agent [] Addressee C. Date of Delivery 17 r-lyes [] No a Express Mall [] C.O.D. 4. Re~lcted Deliver? (Ex~a F~e) [] Yes 7005 3110 0003 0247 1103 PS Form 3811, February 2004 D~T~etIc Re~um Receipt tos~s-o2~-154o ~ $ L USE · Complete items 1,2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailplece, or on the front if space permits. 1. Article Addressed to: Commander Power System PO Box 526 .Bohemia, NY 11716 2. Article Number (Transfer from service label) [] fellve~y address differe~ from item 1 ? [] Yes If YES, enter delive~J address below: [] No 3. ~F~ice Type I~ Cerafled Malt [] Express Mail [] Registered [] Return Receipt for Merchandise [] Insured Mail [] C.O.D. 4. Restricted Deliver? {Ex/m Fee) [] yes 7003 3110 0001 8547 8376 PS Form 3811, February 2004 ~ ~ ~ 102595-O2-M-15~u Postage Z.O iLCll A L U S E $ $ fs~,tro McGraw-Hill Companies Inc I '~C;~t:-~T'-- 3315 Central Avenue ................... ] _o_r..P..o..~..x...Ns ...... Hot Springs, AR 71913 ...... ] State, Z/P+4 ............. 1 / · Complete items 1, 2, and 3. Alan complete item 4 if Restricted Delivery ia desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: McGraw-Hill Companies Inc ' 3315 CentralAvenue Hot Springs, AR 71913 A. Signature I~ Agent B. Received by ( Printed Nam_e) C. Date of Delive~ D. Is deliv~ address ~iffemnt f~m item 1 ? [] Yes if YES, enter delivePJ address below: ~[~No 3. ce Type ~Ce~ed Mail D Expmss Mall [] R~ ~ R~um ~ ~ M~ D In~ Mail ~ C.O.D. 4. R~ ~ ~ ~) DY~ 7003 3110 0001 8547 8260 2. Article Number (rransfer from sen4ce labe0 PS Form 3811, February 2004 Domeetic ~ ~ 102.595-02-M-1540 , · Complete items 1, 2, and 3. A~so complete item 4 if Restricted Delivery is desired. · Print ydur name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mallplese, or on the front if space permits. 1. Article Addressed to: B. ,R~c~iv,~iby (P~nte~Va~) ~ I C. p~te of Delivery D. ~sdaiiv~addressdifferent f/om item 17 [] Yes If YES, enter delivery address below: r-I No 3. Sewice Type l~'~tifled Mail [] Exp~ss Mall [] Registered [] Retum Receipt for Merchandise [] Insumci Mall [] C.O.D. 4. Restricted Deliver,? (Exfra Fee) [] Yes 7003 3110 0001 8547 7669 2, Article Number PS Form 3811, February 2004 Demeetlc Return Reoaipt 10~595-02-M-~540 Ray Neighley ~ ARA Plumbing & Heating ......................... t or Po ~x..N__o...._.. 2182 jackson Street ....................... i Seaford, NY 11783 · Complete Items 1,2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the bask of the mailpiece, or on the front if space permits. Ray Neighley ARA Plumbing & ~teatttig .2182 Jackson Stre{~t Seaford, NY 117/83/ [] Agent [] Addressee by ( printed Name) C. Date of Delivery D. Is dalive~ eddress different from item 1 ? []Yes If YES, enter delivery address below: [] No Type [] Registered [] Retum Receipt fo~ Merchandise [] insured Mall I-1 C.O.D. Restricted Delivery? (Extra Fee) [] Yes PS Form 381 1, February 2004 Dome~¢ Return Reoe~t 102.595-02-M-1540 r~ [s,ntro Mr Paulick ~ [~'A~:'~;~ ..... W.R. Paulick Consulting ....................... [~?..?.x..~ ....... 2700 Fairway Drive ...................... icay,,~t~,zt~+4 Cutchogue, NY 11935 I · Complete items 1, 2, and 3. Also complete item 4 if Resthcted Delivery is desired. · Pdnt your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mallpiece, or on the fror~ if space permits. Mr Paulick W.R. Paulick Consulting 2700 Fairway Drive Cutchogue, NY 11935 2. Art~l~ Number (Transfer from sen/ce [] Ag~t Mall [] Express Mail [] Registered r-i Return Receipt for Merchandise [] Insured Mall [] C.O.D. 4. Restricted Delivery? (Extra Fee) [] Yes 7005 3110 0003 0247 1110 PS Form 3811, February 2004 I:~meeac R~um Receipt FF C AL ro John Romanelli r,- I'$~'xdt:-~bT'- Burt's Reliable [orPOBoxNo. PO Box 696 · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpisoe, or on the front if space permits. 1. Article Addressed to: John Romanelli Burt's Reliable PO Box 696 Southold, NY ! 1971 2. Article Numbee 0'ransfer from sen/ce labe0 [] Agent [] Addressee D. Is dalive~ addmss~lifferent from item l? [] Yes If YES, enter delivery addr~s below: [] No 3, Type [] Registered r'l Return Receipt for Merchandise [] Insured Mall [] C.O.D. 4. Re~atctecl De~ive~/? (F..-qra Fee) [] Yes 7005 3110 0003 0247 1028 PS Form 381 1, February 2004 Domeet~ ~ Rec~pt lO25954124,t-164o certified Fee · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Pdnt your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mallplane, or on the front if space permits. 1. Artlc~ Addressed to: 3. P. Daly & Sons 88A Brook Avenue Deer Park, NY ! 1729 Is deliv~ ~s different from 17 F1y~ address below: [] No 3, oType ~ified Mall [] Express Mall [] Registered [] Retum Receipt for Merchandise [] Insured Mall [] C.O.D. 4. Restricted Delivery? (Exl~a Fee) [] Yes 2. Arllde Number (Transfer from service I~e~ 7005 3110 0003 0247 0953 PS Form 3811, February 2004 Domestic RlRurn Receipt 102595-02-M-1540 TCOFFiO! ILl Totel Postage & Fee t~t~t TO Duane Marcy I ~'K~:X~" Herricks Mechanical Corp ...................... ] orPot~oxn~ 1 0 I ' [..: ........... : .... 9 At antic Avenue ..................... I [cay, ~e,~4 Garden City Park, NY 11040 '] [23 · Complete Items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address On the reverse so that we can retum the card to you. · Attach this card to the back of the mailpiece, or on the f~ont if space permits. 1. Article Addressed to: Duane Marcy Herricks Mechanical Corp 190 Atlantic Avenue Garden City Park, NY 11040 [] Addressee 2. Article Number (Transfer from sen/ce/abe/) C. Date of Deliver/ delive~addm~sdlffemfitfromiteml? [] Yes If YES, enter delivery address below: [] No 4. Re~tflcted D~lv~ (Extra F~e) r'l yea 7005 3110 0003 0247 1042 PS Form 3811, February 2004 102595-02-M-154o (EndO~ement ismro Joel Levin ~,'~X~ ........ Excel Builders Group lnc I orwot~x'no.; 2171 Jericho Turnpike .................... .................... ~b;'b~,' ~ .....Suite 255 · Complete items 1, 2, and 3. Also complete item 4 if Restflcted Delivery is desired. · print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpie~e, or on the f~ont if space permits. 1. Article Addressed to: Joel Levin Excel Builders Group Inc Suite2171 255Jerich° Turnpike Commack, NY 11725 _ [] Agent r3 Addressee Prlnted Name) C. Date of Dellvery 1. &~.~l Ly -,2-o 7 D. Is delivery addreas different from item 17 [] Yes If YES, enter delive~ address below: []No [] Reg~temd [] Insured Mail 0 Express Mall [] Return Receipt f~ Merchandise [] C.O.D. 4. Restncted DakOta (t~ta Fee) DYes 2. /~ticle Number ('transfer o~n setWce ,,~eO 7005 3110 0003 0247 0960 { PS Form 3811, February 2004 Domee~ Re~um Receipt ~Sg5-O2-MqS40 ! ~ is~tro Howard Lee ~ [ E & A Restoration Inc | r,- [~7~'~?'" 40 Willis Avenue ...................... I~&;'~i~i~t~;:~-' Suite 200 t}. .................... S~,yossett, NY 11791 · Complete items 1,2, and 3. Also complete item 4 if Restricted Deliver/is desired. · Print your name and address on the reverse so that we can return the cad to you. · Attach this card to the back of the mallpisoe, oron the front if space permits. 1. Article Addressed to: [] Agent C. to w Howard Le~ E & A Restoration lnc 40 Willis Avenue Suite 200 Syossett, NY 11791 2. Article Number , PS Form 3811 February 2004 ~S~v iype El'~Certlfled Mall [] Express Mall [] Registered [] Return Receipt for Merchandise [] Insured Marl [] C.O.D. 4. Restricted Deliver/? (Extra F~e) [] Ye~ 7005 3110 0003 0247 1011 [.~nt ro Joel Itzkowitz r ~ -.~-/x6:,: ........Construction Consultants ................... ] [._: ...................... East 2nd Street / · Complete items 1, 2, and 3. Also complete item 4 it Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailplece, or onthe front if space permits. Joel ltzkowitz Construction Consultants 36 East 2nd Street Riverhead, NY 11901 II A. Signature 3. Type J [] Registered [] Return Receipt for Merchandtse _[4. Restricted Deliver;' ~ Fee) r'l yes 2. A~cleNumber 7005 3110 0003 0247 0977 ffransf~r from sen, ice label) PS Form 381 1, February 2004 Domeetf= ~ Rec~pt ~(=r~S-02-M-~540 9. qO · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. · Pdnt your name and address on the reverse so that we can re~urn the card to you. · Attach this card to the back of the mailpiece, or on the front if space perm;ts. 1. Article Addressed to: Hawkeye LLC 100 Maracus Blvd Ste 1 Hauppague, NY 11788 2. A~ticle Number A. Signature ~_ [] Agent [] Addressee Received by ( Pdnted Name) '2 D. ~s dal~very address different from item 1 ? [] Yes If YES, enter delive~ address below: [] No 3. ice Type ~P~VC~ified Mall [] Express Mall [] Registered [] Return Receipt for Memhandise [] Insured Mall [] C.O.D. 4. Res~cted Delivery? ~ Fes) [] Yee 7003 3110 0001 8547 8352 (Transfer from service/abe/) i PS Form 381 1, February 2004 Domestic ReflJm Receipt 102595-02-M-1540 =E, LC I A L USE Postmark Flntum Reapt FN Here J. P. Daly & Sons 88A Brook Avenue Deer Park, NY 11729 · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delive~ is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: If YES, enter delivery address below: [] Agent [] Addr~ee [] No J. P. Daly & Sons 88A Brook Avenue Deer Park, NY 11729 d Mall [] Express Mall r-I Registered I-I Return Receipt for Memhandlae [] Insured Mall [] C.O.D. 4. Restricted Delivery? ~ Fee) I-1 Yea 2. Article Number PS Form 3811, February 2004 D~,,,~ Ree~m ~ I FF CIAL USE netum Receipt Fee (Endorsement Required) $ r:2m I sm ro Cat~n Bro~ber ~ ~~ ~7~tt~dF-" Eldor Con~acting Co~ ..................... Ior~'~'~. 1703 Ch~ch S~eet [ ~;'~$~'" Holbrook, NY 11741-5921 .................... · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Pdnt your name and addmes on the mveme so that we can return the card to you. · Attach this card to the back of the mailplece, or on the front if spsce permits. 1. Article Addressed to: Cathryn Brownberg Eldor Contracting Corp 703 Church Street Holbrook, NY 11741-5921 D. Is delivee/address different fTom Rem 1~ if YES, enter delivery address below: r-i No ~ifled Mell [] Express M~ll 4. Restricted Deliver? (Ex/fa Fee) [] Yes 7005 3110 0003 0247 1059 PS Form 3811, February 2004 Domes~= Raum Receipt 10~r~5-024~1~4o FFICIAL USE. po~mark r~ IS~ ro John Robbins I ~ }~0~//,'*:~T'"' Robbins & Cowna Inc ................ 1 [or ~o ~xNo. 179 New York Avenue ............... t · Complete items 1, 2, and 3. Also co~nplete item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so that we can ~eturn the card to you. · Attach this card to the back of the mailpisoe, or on the front if space permits. 1. A~ticle Addressed to: John Robbins Robbins & Cowna Inc 179 New York Avenue Huntington, NY 11743-6994 [] Agent [] Addressee B. Received by ( C. Date of Delivery D. Isdalivefyaddmssdrffenmtfmmiteml? [] Yes If YES, enter delivery address below: [] No 3. ~t'~Ce~tifled Mall [] Expms~ Mall [] Registered [] Return Receipt for Merchandise r'l Insured Mall [] C.O.D. 4. nesbtcted Daliver3r? (Exfra Fee) FI Yes 7005 3110 0003 0247 1080 PS Form 3811, February 2004 Dome~tto Return Rec~pt [:3 OFFIClt · Complete items 1, 2~ and 3. Aisc complete item 4 if Restrictsd Delivery Is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: o2700 /':-// A. Signature L_, -I Agent B. Rsce[ved by (P#nted Name) of Delivery D. Is delivee/address different from item 1 ? If YES, enter delivery address below: [] NO 3, ~Mail i--I Express Mail I [] Registered [] Return Receipt for Memhandlse ~_r'l Insured Mail [] C.O.D~ -- I 4. ~ry? {Extra Fee) []Yes PS Form 3811, February 2004 7003 3110 0001 8550 3054 ru Postage E o/s~nt To Doug r,- I~'~C~:~?'"' Commander Power System ..................... or PO Box No. [ ..................... PO Box 526 ..................... lc~.s~*.ztt~.* Bohemia, NY 11716 · Complete items 1, 2, and 3. Also complete item 4 If Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailplece, or on the front if space permits. 1. /~'dcle Addressed to: Doug Commander Power System PO Box 526 · Bohemia, NY 11716 2. Article Number ? ~ diffenmt from item 17 ~ If YES, enter delivery address below: [] No ~dCe~med Mnil [] Express Mell [] Registered [] Rstum Receipt for Merchandise [] Insured Mall [] C.O.D. 7005 3110 0003 0247 1066 : PS Form 3811, February 2004 Demea~ Retum Receipt !O3SgS-O2-M-IS40 J-rc © F F C AL USE I ~['~'t ro Jonathan Singer ] r~ ~,~'~'~x67 ........ Stalco Construction Inc orr'or. No. 44 West Jefryn Blvd .................... Deer Park, NY 11729.. · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiane, or on the front if space permits. 1. ArticleAddmssedto: Jonathan Singer Stalco Construction Inc 44 West Jefryn Blvd Unit N Deer Park, NY 11729 A. Signature X-~'~". ~//t~ ,w ~ /'~. I D Agent B. R~Jv~by (~ , ~ ~. pate o; ~liv~ Sen/~celSen/Type ~Cerafled Mall [] Express Mall [] Registered [] Rstum Re~alpt for Memhandlso [] Insured Mall [] C.O.D. 4. Restricted Delivery? (Exlra Fee) [] Yes 2. /L,~cle Number 0'r~ tro~n.~__ cat~0_ J m I ~ ....iii.. PS FO~ 3~','F6b~a~ ~0~ C AL USE I mm l ro Billy Mouff I ~ [~'~:~' W.H.M. Plumbing & Heating ..................... ] [~,---~-~. 6H Ente~nse Drive ; .................... / [~' ' ' East Setauket'~ 11733 ~ } · Complete items 1, 2, and 3. Nso complete Eem 4 if Restricted Delivery is desired. · PHnt your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front E space permits. 1. ARic[e Addressed to: Billy Mouff W.H.M. Plumbing & Heating 6H Enterprise Drive East Setauket, NY 11733 /DNo 3. ice Type ~C~ed Mall D Express Mall [] Reg~steced [] Retum Receipt for Memhandlse [] Insured MAI [] C.O.D. 4. tcted D~ery? ~rba Fee) [] Yes 2. ~ Number PS Form 381 1, February 2004 Doma~c Return Receipt 10e.5~-02..~,~1o · Complete items 1, 2, and 3. Also complete Signature item 4 if Restricted Delivery is desired. · print your name and address on the reverse so that we can return the card to you. B. Received b · Attach this card to the back of the mailplece, or on'the front if space permits. 1. AiticleAddressed to: [] Agent [] Addressee D. Is delivery address diff~na~ from item 1 ? [:J Yes If YES, enter delivery address below: Fl No Jim Hawkeye LLC 100 Maracas Blvd Ste 1 Hauppague, NY 11788 I ~ Mall [] Express Mall ] Fl Registered Fl Return Receipt for Merchandise l [] Insured Mail [] C.O.D. ~4. Re~a~d o~k, wf (F_xoa Fee) Flyes 2. .~fflcle Number 7005 3110 0003 0247 1004 ffransfer fr~n sz~,ss t~ ~ ~ PS Fo~ 3811, Febm~ 2~ ~ ~ ~ l~N-lffi I-LO F F ClAL USE Nadine T R. ~imey Inc ' 469 PO Box 1 East Quogue, · Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: ,y ( Printed Name) [] ~ent C. Date of Delivery FIyes [] No Nadine T. R. Whitney Inc PO Box 1469 East Quogue, NY 11942 2. Article Number (frans fer from san/ce labe0 [] Retum Receipt for Merchandise [] C.O.D. 4. Restricted Delivery? (Ex.z'm Fee) [] Yes 7005 3110 0003 0247 1073 i PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 ' Fe~x.. USAirbill ,...~.~ 8481 3035 6194 Express ~*' ~ ELIZABETH NEVIII F PhDnM~31) 765--1~00 Company TOWN OF ~OIJTMf'tl O Addre~ 53095 ROUTE 25 Questions? Visit our Web site at fedex.corn or call 1,800.GoFedEx 1.8(10 463.3339. 4a Express Package Service 8 Sign to Aud~orize Oeliveq'Without a Signature Terms And Conditions · Definitions On this Airbg, "we," "our," and "us" refer to Federal Express Corporation, its employees, and agents. "You" a nd "your" refer to the sender, i S emp oyees and agents. Agreement To Terms BY giving us your package to deliver, you agree to all tbe terms on this Airbill and in our current Service Guide, which is available on request You also agree to those terms on behalf of any third party with an interest in the package If there is a conRict beb~een the Service Guide and h s Airbill, the Service Guide will control No one ,s authorized to change the terms of our Agreement Responsibility For Packa§i.§ And Completing Airbill You are responsibre for adequately packaging your goods and properly fi§in§ out this Airbill If you omit the number of pa ckages and/or weight per package, our bgJPlg will be based on our best estimate of th e r~umber of puc kages we received and/or an estimated "defauR" weight per package as determined by us. Responsibility For Payment Even if you give us ddferent Limitatioals On Our Liability And Liabilities Not Assumed · Our liabigty in connectio~] with this shipment is limited to the charge for eacb additional $100 of declared varue. Tbe for your acts or omiss~ons, iIlcludJng but not limited to improper or insufficient packing, securing, marking, or addressing, or those of the recipient or anyone else with an interest in the package if you or the recipient violates a ny of the terms of our Agreement. for loss of or damage to shipments of prohibited dems for loss, damage, or delay caused by events we cannot control, including but not limited to acts of God, pergs of the air, weather conditiol~s, acts of public enemies, war, strikes, civil commotions, or acts of public authorities wi!h octaval or apparent authority Declared Value Limits · The ~)ighest declared varue aliowed fo~ a FedEx Envelope or FedEx Pek shipment is $500. · Far other sh!p ~ents, the higbost decla~ ed value alrowed is is $500 · You may send more than one package on this Airbill end fid in the total declared value for all packages, not to exceed the $10g, $500, or Sg0,000 per package limg described above (Example: 5 packages can bare a total declared value of up to $250,000 ) b~ that case, our ria bigty is limited ~o the actual value of the package(si lost or damaged, but may not exceed Filin§ A Claim YOU MUST MAKE ALL CLAIMS IN WRITING and notifV us of vour claim within strict time limits 1 800 GoFedEx 1.800 463.3339 to repork a claim; however, you must still fire a timely written claim Within 45 days afler you notify us of your claim, you,.g~.st send us all the information you have about it. We are obligated to act on any claim until you have paid all ~ ~ transportation charges, and you may not deduct the amount of your claim from those charges. If the recipient accepts your package without noting any damage on the delivery record, we will assume the package was delivered in good condRion For us to process your claim, you must make the original shipping ca,LenS and packing available for inspection Right TO Inspect We may, at our opgon, open and inspect your pa ckages before or after you give them to us to deliver Ri§hr Of Rejection We reserve the rightto reject a shipment when such shipment would be likely to cause delay C.O.D. Services C.0 D. SERVICE IS NOT AVArLABLE WITH THIS AIRBILL If C.O D Service is required, please use a Federal Express COD Airbill Air Transportation Tax Included A federal excise tax when required by the Internal Revenue Code on the air transportation portion of this service, d any, is paid by us, Money-Back Guarantee in the event of untimely ~ ~/ Federal Express will, at your request and wdh some lim~., ~s, THE AMER'II AN INSTITUTE OF AI: HITECTS AIA Document A310 Bid Bond KNOWALL MEN BY THESE PRESENTS, THAT WE ARA Plumbing Corporation 2182 Jackson Avenue, Seaford, NY 11783 as Principal, hereinafter called the Principal, and Fidelity and Deposit Company of Maryland 1 Upper Pond Road, Building E/F, Parsippany, NJ 07054 a corporation duly organized under the laws of the State of MD as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold 53095 Main Road, P.O. Box 1179, Southold, NY 11971 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ 5% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Southold Animal Shelter, Peconic Lane, Peconic, NY- Plumbing Work NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 22nd day of March 2007 ARA Plumbin~ Corporation (Principal) (Seal) Fidelity and Deposit Company of Maryland A~fo~ney-in-Fact D-~vid W. R°s~i~}l AIA DOCUMENT A310 · BID BOND · AIA · FEBRUARY 1970 ED. · THE AMERICAN INSTITUTE OF ARCInlTECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 ACKNOWLEDGEMENT OF CONTRACTOR, IF A CORPORATION STATE OF ,New York ,) COUNTY OF ,) ~ i~. 01C06120030 · ON THE 2.2. DAY OF March 2007, BEFORE ME PERSONALLY CAME r -- TO ME KNOWN, WHO, BEING BY ME DULY SWORN, DID DEPOSE AND'S~Y THAT (S)HE RESIDES AT ~:)e..~, J~ , THAT (S)HE IS THE ,~t'~,'~,C~ OF ARA Plumbln.cj Corporation THE CORPORATION DESCRIBED IN AND WHICH EXECUTED THE ABOVE INSTRUMENT; AND THAT (S)HE SIGNED HIS/HER NAME THERETO BY ORDER OF THE BOARD OF DIRECTORS OF SAID CORPORATION. Notar~PubJ~ ACKNOWLEDGEMENT OF SURETY STATE OF NEW YORK,) COUNTY OF NASSAU,) ON THE 22.d DAY OF March 2007, BEFORE ME PERSONALLY CAME David W. Rosehlll TO ME KNOWN, WHO, BEING BY ME DULY SWORN, DID DEPOSE AND SAY THAT (S)HE RESIDES AT East North oft NY THAT IS)HE IS THE ATTORNEY-IN-FACT OF Fldelit and De osit Company of Marylond THE CORPORATION DESCRIBED IN AND WHICH EXECUTED THE ABOVE INSTRUMENT; THAT (S)HE KNOWS THE SEAL OF SAID CORPORATION; THAT ONE OF THE SEALS AFFIXED TO THE FOREFGOING INSTRUMENT IS SUCH SEAL; THAT IT WAS SO AFFIXED BY ORDER OF THE BOARD OF DIRECTORS OF SAID CORPORATION; AND THAT IS)HE SIGNED HIS/HER NAME THERETO BY LIKE ORDER. SOFIA RE 8 Notary Publio, State of New York No, 01 RE6153191 Qualified in Nassau County Commission Expires September 25, 20.~ Notary Public Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by FRANK E. MARTIN JR., Vice President, and GERALD F. HALEY, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws o~ sm~r~ny, which are set forth on the revers, e side hereof and are hereby certified to be in full force and effect on the da,~ I~"el*iUOOJ~s--hereby nominate, constitute and appoint Nancy SCHNEE, David W. ROSEHILL, Vinc~~o'~f~r~REWSTER, Fern PERRY, Theresa J. FOLEY, Fred NICHOLSON and Ja..gll~(~l~l~, ~.Rd:~ ~1~ York, EACH its true and lawful agent and Attorney-in-Fact, to m~~-_-_~~half ~ls surety, and as its act and deed: any and all bonds an~l u~~,..~.o~Kq(~ ~.-.~hd~r undertakings in pursuance of these presents, shall be as binding u~oo~J~-~, as~Fl~l~ly,Mt~a~I1 intents and purposes, as if they had been duly executed and ackno~l~ tl~r'e~lj~Jj ~:~.'~-'e~l}~L~Fthe Company at its office in Baltimore, Md., in their own proper persons. ThiYL,qb~4~,f aq, o~:l~ ~h"~issued on behalf of Nancy SCHNEE, David W. ROSEHILL, Vincent A. WALSH, George O.~~OYD, Fern PERRY, Theresa J. FOLEY, Fred NICHOLSON, James E. MARRAN, JR, dated~'b¥ff~-I 5, 2006. The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a tree copy of Article VI, Section 2, of the By-Laws of said Company, and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 7th day of June, A.D. 2006. A'ITEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND Gerald F. Haley Assistant Secretary By: Frank E. Martin Jr. Vice President State of Maryland }ss: City of Baltimore On this 7th day of June, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, dui.,, commissioned and qualified, came FRANK E. MARTIN JR., Vice President, and GERALD F. HALEY, Assistant Sccrcmo' of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of Iht san}c, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of thc Compun) alorcsaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the aulhorily and dircclion of thc said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year firsl above De,ni.~ R. Hayden Notary Public My Commission Expires: February 1,2009 written. POA-F 093-7185A ~m~anl~ FIDELITY AND DEPOSIT COMPANY OF MARYLCNI) 39 ! 0 K~SWICK ROAD, BAL~O~, ~ 21203 Se~tem~nt ofFin~nfifi Canfiifion A~ Of Deccmb~ 31, 2005 ASSETS Bcra~ ............................................................................................. i ............................................... $ 145,517,856 Srock~ ...................................................................................................................................... 40,373,936 Cash in Breaks a~d Offices .................................................................................................. 155,000 Reimm-ance Reeovarable ........................................................................................... -'. ................... 14,122,203 ~¢ Accom Rec¢i~ble .............................................................................................................. 13,661,802 TOT~ ~MI 11 eD ~SE~S ....................................................................................................... $ 213,830,797 LIXBIJ.,ITI~S, SIJRI'LUS AND Ol'l:t/R FIJNI)$ Reserve for Taxes and Expenses ................................................. ... ......................... ~ ......................... $ · 801,854 C. eded Reinsunmce P~ ;,,,;oa:m Payable ........................... ~ .......................................................... i .... 26,186,851 TOTAL LIABILITIES.... ................................................................................................. : ............ : $ 26,988,705 Capital Smclq ?aid Up ..................................................................................... $ 5,000,000 £u:r'~tm ............................................................................................................ 181,842,092 Sm-pins ns regards Policyholders...... ................................................................................................. 186,842,092 TOT*d. ..................................................................................................................................... $ 213,830,797 Seem/ties carried at $33,398,073 in the above statement are dcpos/ted as required by law. Semmifies carried on the basis prescn'bed bY the National Association oflmuranse Comm/~s/oners. On the basis of De. ce-rnbcr 31, 2005 mar -ke! quotations for aA bond~ and stocks owned, the Company's total admired assets would be $212.087,289 and surplm as regards policyholders $185,098,584. I, DAVID A. BOWERS, Corporate Secretary of the FmELIT~ ~ D~osrr COMI'^h'Y OF MARYLAND, do hereby ' certify that the foregoing statement is a correct exln'bit of the asset~ and 1/abil/fies of the said Company on the 31st day of December, 2005. Srme of Ill/trios CiD' ofgcl:mumburg } SS: THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A3?O Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we COMMANDER ELECTRIC, INC. Bohemia. NY 11716 as Principal, hereinafter called the Principal, and TRAVELERS CASUALTY AND SURETY COMPANY OF AMER CA Edison. NJ 08837 a corporation duly organized under the laws of the State of CT as Surety, hereinafter called the Surely, are held and firmly bound unto TOWN OF SOUTHOLD, TOWN CLERKS OFFICE 58095 Ma~rrRoad .................. as Oblisee, hereinafter called the Obligee, in the sum of Five percent of amount bid. Dollars ($ 5% of Amount Bid), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Southold Town Animal Shelter, Southold. NY. Contract "D" Electrical NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall emer into a Contract with the Obligee in accordance with the terms of such bid, and sire such bond or bonds as may be specified in the biddin$ or Contract Documents with sood and sufficient surely for the faithful performance BI such Contract and for the prompt payment of labor and material furnished in the prosecution thereot, or in the event BI the failure of the Principal to enter such Contract and $ive such bond or bonds, if the Principal shall pay to the Obli$ee the difference not to exceed the penally hereof between the amount specified in said bid and such larger amount for which the ObliBee may in 8ood (aith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otben.,,ise to remain in full force and effect. Signed and sealed this 4th (Witness) day of April 2007 (Witness) TRAVELEF (Title) SURETY COMPANY Of (Seal) Attorney-in-Fact AIA DOCUMENT A31B · BID BOND · AJA · · FEBRUARY 1970 lED · THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W. WASHINGTON, D. C. 20006 I W STPAUL TRAVELERS WARNINIa"~HIS POWER OF A~rORNEY IS INVALID WITHOUT THE P~"~ORDER POWER OF ATTORNEY Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company Attorney-In Fact No. 213760 Certificate No. 001211032 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the Stale of Minnesota, that Farmington Casualty Conrpany, Travelers Casualty and Surety Company, and Travelers Casualty and Smety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaramy Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Richard G. Avery, Karen C. Bowling, Thomas Bean, Rita Sagistano, Gerard S. Macholz, Susan Lupski, Robert T. Pearson, Mary Alice J. Corbett, and Camille Maitland of the City of Garden City State of New York , their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or p law. IN WITNESS WHEREOF, the Con~ day of January e hereto affixed, this 2601 Farmington Casualt, Fidelity and GuarantyI Fidelity and Guarani , Inc. Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company eeeeee e e e On this tim 26th day of January__, 2006 , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine lnsmance Company, St. Paul Guardian [nsmance Company, St. Paul Mercury Insurance Company, Travelers Casuahy and Surety Company. Travelers Casuahy and Surety Company of America and United States Fidelit.~ and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrumenl for the purposes therein contained by signing on behalf of ihe corporations by himself as a duly authorized officer. My Commigsion expires the 30 h da5 o Ju e, 2011. e 58440-6-06 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER TRAVEL~i'P,S CASUALTY AND SURETY COMPANY OF'~VIERICA HARTFORD, CT. 0~183 ATTORNEY-IN-FAC'r JUSTIF[CATION PRINCIPAL'S ACKNOWLEDGMENT -- IF A CORPORATION · ~ , ' g~edu~s~ ~ , ~ ~: ~id~in~Cityof ~.~ ~ ' ~ ~ . ~ ' Sim oFN~ Yo~, ~unty o[ }ss. ~ No. GuOililed In Suffolk County ~ ~b d~ of ,20 , ~f~ mc ~o~ly ~d :~; Co~ ,~on Expires Seplem~r 26, ~n ~ ~ (~c indivldu~) (~ cftc ~ of ) ~cn~ m =d who ~c~t~ ~e w th ins~menk ~d h~shc ~c~ duly ~owledgcd to ~ ~at ~s~ ~u~d ~g sa~ (~ ~= ~ ~d ~d of~d fi~), SURETY COMPANY'S ACKNOWLEDGMENT SL~t~ of New York, Counly or Nassau } ss. o~ai~ 4th d~yor April ,2o07 ,beromme~..,osallyappearod Thomas Bean ~ ~ ~, ~S~ ~ dfly ~m, did ~ ~ ~: ~ ~ ~i~ in ~ Oly ~ Suffolk County, New York A~m~y-in-F~ by ~ Of~ B~ of Di~ or.id ~m~y; md ~t did fOer d~ md s~ &~ ~c 8~in~n~t of I~ of~ S~ ofNgw Y~ h~, puget to ~r 882 of ~ ~s of ~o S~c ~ N~ Yo~ ~ ~ ~ 1939. ~ie8 ~ 2g of~ ~n~li~n8 In~ ~ ~ ~nd~ i~ to ~LE~ C~UAL~ AND SUR~ COMP~ OF A~CA h~ T~R8 CABUAL~ AND SUR~ COMPLY OF AMERICA HAYOM, ~nn~i~ ~1~ FI~NCI~ ~A~NT AS ~ DECEMB~ 31, ~ ~ FILED ~H THE I~U~E DE~. OF F OR ~T~ S~K $ 6,~,0~ MEU88A 8ARACINO Notary Pub#o, State of New *aad~ OommH~o~ Explm~ Nov~mb~ ~0, ~0t0 ASSETS LIABILITIES Cash & Invested Gosh $ 15,722,611 Unearned Premiums $ 636,314,3~0 Bonds 2,394,448,295 Losses 713,236,642 Stock 7,822,516 Loss Adjustment Expenses 114,606,239 investment Income Due Commissiert~s 27,023,959 and Accrued 29,925,538 Taxes, Licenses and Fees 19,154,B12 Premium Balances 149,728,693 Other Expenses 26,897,510 Reinsurance Recoverable 17,473~347 Current Federal and Foreign Net Deferred Tax Asset 41,208,507 Income Taxes 47,731,649 Other Assets 21,067,146 Payable to Parent. Subsid~a~s & Affiliates 28,592,860 Other Accrued Expenses and Liabilities 211,726,395 Total Liabilities 1,825t284~216 S Capital Stock Pakl in Surplus 6,000,000 Other Surplus 303,297,402 Total Surplus to Poilu'yholders 545,815,035 Total Assets 2,680,396,653 Total Liabilities & Surplus Securities carried at S13,645,490 in the above statement are deposited with public authorities, as required by law $ 855,112,437 $ 2,680,396,653 BID BOND Conforms with The American Institute of Architects, A.I.A. Document No. A-310 KNOW ALL BY THESE PRESENTS, That we, Construction Consultants/Ll., Inc., 36 E. 2nd Street, Riverhead, NY 11901 and the Westchester Fire Insurance Company of 140 Broadway, NY, NY 10005 the laws of thc State of NY as Principal, hereinafter called the Principal, , a corporation duly organized under , as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold as Obligec, hereinafter called the Obligce, in the sum of Five Percent of amt bid ............................................................ Dollars ($ 5% of amt bid ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Construction of a New Animal Shelter NOW, THEREFORE, if the Obligec shall accept thc bid of the Principal and the Principal shall enter into a Contract with the Obligec in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material famished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligec the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligce may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 15th day of March 2007 Witness Witness Construction Consultants/El., Inc., 35 E. 2nd Street, Riv~head, NY 11901. (Seal) ~L~¢~T Title Westchest,e[ Fire Insurance Company Ro . ne Attorney-in-Fact ACKNOWLEGEMENT OF PRINCIPAL, OF A CORPORATION STATE OF t,t~,/ Yo~.( COUNTY OF SS.' Onthis 2. t~r dayof ~e,4 ,o~oov before me personally came doa~._ Irx~o~rx. tomeknown, who, being by me duly swvomdiddeposeandsaythatheresidesat t$*f~; ,faat~_~ ~o., q~rauoaa~. ~/¢ / t ~ v5 thatheisthe ?~'~-s~t~w'r of ~-oo~raaarvo,J ~aga,_r~,,rs ~'6 /~e. the corporation descn]~l in and which executed the foregoing insmmaent; that he knows the seal of said corporation; that one of the seals affixed to the foregoing instrument is such seal; tb~t it was an affixed by order of the board of directors of said corporation; and that he signed his name thereto by like order. PRISCILLA REILL~ NOTARY ~USLIG, 8t~t~ of New York NO. 52-4670570 STATE OF New York COUNTY OF Nassau ss: OllthJS 15th dayof March , 2007, before me personally came Robert W. O ' Kane to mc known, who, being by me duly sworn, did depose and say tJmt he is an Attorney-In-Fact of Westchester Fire Insurance Company the corporation deschbed in and which executed the within [nsmauent; that he knows the corporate seal of said corporation; that the seal affixed to the within instrument is such corporate seal, and tlhat he signed and said insmunent and affixed the said seal as Attorney-In-Fact by authority of the Board of Directors of said corporation and by authority ofth/s office under the Standing Resolutions thereof. My commission expires ELIZABETH A. NEVILLE NOTARY~.~ ,..._PUBLIC State of New York ~ , o tn Nassau County 7 ~omm~ssion Exo~r,~s ju~,, o ~atO~,~//~fY'/~v~ ' "-' No '-ublic Ste0her~ M; Hazy ~ Vt~e President COMMONWEALTH OF P~SYLVAN1A COL~ OF P~A · at Rosolutiofl. a~pte8 b) ~e ~d of Dff~[o~ Of said Comply, ~fmed to M ~ pr<~ing ~nst~i.:is ~w M fo~ ~ TESTIMONY WHEREOF. I have h~aD set my ~d ~d affix~ my offieml seal m theCi~gf Phil~elpMa ~e day ~ ye~ ~ above wilton. NOT.~UAL SEAL Kathl~a Tirri, Notary Public Notary Public I. the undersigned Asslstanl Secretary of WESTCHESTER FIRE INSURANCE COMPANY. do hereby certi~ thai the original POWER OF ATTORNEY. of which the foregoing is a substantially true and correct copy, is M full three and effec In witness whereof' I have horeunto subscribed my name as Ass:stant Secretary, md affixed the corporate seal of` the Corporanon. thi~[ 5 th day ot March 2007 ~'~?~O~.~ro",,, ~,,~.,,~ William L Ke]l) Assistant Segretary tHIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTER February WESTCHESTER FiRE ]NSURANCE OOMPANY FINANCIAL. ~TATEMENT ADMITTED ASSETS BONDS SHORT - TERM INVESTMENTS STOCKS RE. AL ESTATE cASH ON HAND AND IN BANK PREMIUM IN COURSE OF COLLECTION* INTE~ES'T' ACCRUED OTHER ASSETS TOTAL ASSETS IDECS::MBER 3'1, 2005 $i ,655,482,59~; 95,48g,235 118,948,855 275,775 123,588,897 17,7'57,019 $2,242,630,509 RESERVE FOR UNEARNED PREMIUMS · RESERVE FOR ~E$ RESERVE FOR TAXES FUNDS HELD UNDER REINSURANCE TREATIES OTHER LIAalLITIES TOTAL UADIIJT1ES $427,660,175 1.297,014,793 2'~,619,231 0 1.702,8101143 CAPITAL: SPECIAL SURPLUS CAPITAL: 92B,Sg2 SHA~ES, $4.85 PAR VALUE CAPIT. N.: PAID tN SURPLUS (UNA.GSIGNED) SURPLUS TO POLICYHOLDERS 2t%300,000 4,503,671 160,938,389 540,02~,366 TOTAL $2,2.42,630,509 ("EXCLUDES PREMIUM MORE THAN 913 DA. YE; DUE.) STATE ;DF PEMN~YLVANIA COUNTY OF PHILADELPHIA J~hn P. Tay~r, being duty sram, says that he is Vice President of Westcheet~' Fire insurance Company and tha~ to he be~t of his knowledge and belief the foregoing is a b'ue and correct stnt~me~ of the said Company's financial condition as of he 31 st day of December, 2005. .Swam b~fore rna lh(a 13th dayof Apnl, 2006. My COmmission ~ims THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond EI~OWALL MEN BY THESE PRESENTS, that we E &A Restoration, inc. 40 Willis Avenue, Sure 200, Syosset, New York 11791 as Principal, (Here insert tull name and address or legal title of Contractorl hereinafter called the Principal and The Guarantee Company of No~h America, USA 1015 Brigs Road, Suite 150, Mount Laurel, New Jersey 08054 (Here insert tull n~e and address or legal title of Surety) a corporation duly organized under the laws of the State of Michigan as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold 53095 Main Road, Southold, New York 11971 {Here insert full n~e and address or legal title of 0~er) as Obligee, hereinafter called the 0bligee, in the sum of Five Percent of Bid Amount Dollars ($50/0 ) for the payment of which sum well and truly to be made, the said Principal and the said Surety bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (~ere insert full nme, a~re$$ asd description of project) Peconic Lane, Peconic, New York 11958 New Animal Shelter Building, Site Work, Masonry, Concrete, Carpentry, Finish Work NfFW, THEREFOI~E, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed March 15, 2007 (Witness) E & A Restoration, Inc. (seal) (Title) p~. The Guarantee Compaq' of No~h America, USA ~ m ~' 7(~retf) (Seal) RichardK~zAttorney in Fact AIA DOCUMENT A310 0BID BOND ,:AIA FEBRUARY 1970 ED ,THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 THE GUARANTEE COMPANY OF NORTH AMERICA USA Southfield, Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: That THE GUARANTEE COMPANY OF NORTH AMERICA USA, a cot]potation organ/zed and existing under the hws of the State of Michigan, having its principal office ia Southfield. Michigan, does hereby constitute and appoint Richard K. Kainz, Peter T. Henry, Robert Finnell SGH Associates, Inc. its true and lawful attomey(s)qn-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and uadermldngs, contracts of indcannity and other writings ohiiguto~y in the nature thereof, which are or may be allowed, rcqui~d or permitted by law, statute, nde, regulation, contract or otherwise. The execution of such instnuncnt(s) in lawsuance of these pr~ents, shall be as b/nding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply, to all intents and puq)oses, as if the same had been duly executed and acknowledged by its regularly elected officem at the prinulpal office. The Powe* of Attoraey is executed and may be centred so, arid may be revoked, pursuant to and by authority of A~cle 1X, Section 9.03 of the By-Laws adopted by the Beard of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31~ day of De~ember, 2003. The President, or any Vice Presidem, acting with any Secretary or Assistant Secretary, shall have power and authority: 1. To appoint Attoraey(s)-in-fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bends and unde~takiags, contracts of hidenm/ty and other writings obligatory in the nature thereof; and 2. To revoke, at any t/me, any such Attorney-in-fact and revoke the authority given. Further, this Power of Attorney is signed and sealed by incs/mlle pursuant to nmulat/on of the Board of D/rectors of the Company adopted at a meefiug duly called and held on the 31 '* day of December 2003, of which the following is a tme except: RESOLVED that file signature of any authorized officer and the seal of the Company may be afl'~x ed by facs/m/le to any Power of Attorney or cerfificat/on thereof authorizing the execution and dol/va7 of any bend, und~'aking, contracts of/ndomulty and other writings obl/gutory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WYrNESS WHEREOF, THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this iastmment to be signed and its corporate seal to be afl%ed by its authorized officer, this 20~ day of Janumy, 2005. THE GUARANTEE COMPANY OF NORTH AMERICA USA STATE OF MICHIGAN ~~z / County of Oakland Stephen Dullard, Vice Pr*$1dent On this 20~ day of January, 2005 before me came the individual who executed the preceding instrument, to me personally known, and beiag by me duly sworn, said that he is the herein described and authoti2ed officer of The Guarantee Company of North America USA; that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seal and his signature were duly affixed by order of the Boanl of Directors of said Company. Gall Trevor Notary Public, State of Michigan County of Macomb My Commission Expires August 2, 2005 Acting in Oakland County IN WITNESS WHEREOF, I have hereunto set my hand at The Guarantee Company of North America USA offices the day and year above written. I, Randall Musselman, Secretmy of THE GUARANTEE COMPAIqY OF NORTH AMERICA USA, do hereby cen~ify that the above and foregoing is a true and correct copy ora Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA, which is still ia full force and effect. IN~TNE~SWHERE~F~Ihavethereunt~setmyhandandatta~bedthesea~fsaidC~mpanythis~6t~ay~f March 20 07 Randall Musselman, Secretary THE GUARANTEE COMPANY OF NORTH AMERICA USA ttonte Office, Southfield, Michigan STATUTORY BALANCE SHEET December 31, 2005 ASSETS Cash and Short-Term Investments Marketable Securities Premium and Agents Balances (under 90 days) Reinsurance Receivable on paid losses Accrued Interest and Dividends Other Assets Total Admitted Assets $ 55,277,995 6,894,606 1,458,441 1,138,557 169,740 149,530 $ 65,088,869 LIABILITIES Reserve for Losses and Loss Adjustment Expenses Unearned Premium Reserve Accrued Expenses Ceded Reinsurance Premiums Payable Taxes, Licenses and Fees Payable Total Liabilities CAPITAL AND SUPLUS Common Stock and Paid-In Capital Surplus Total Policyholders' Surplus Total Liabilities, Capital and Surplus $ 3,639,215 5,386,188 1,022,862 476,325 123,775 $ 10,648,365 $ 92,020,970 (37,580,466) $ 54,440,504 $ 65,088,869 State of Michigan County of Oakland Jules R. Quenneville being duly sworn, says: That he is the Chief Executive Officer and President of The Guarantee Company of North America USA; that said company is a corporation duly organized, existing, and engaged in business as a surety by virtue of the laws of the State of Michigan, and has duly complied with all the requirements of the laws &said state applicable to said company and is duly qualified to act as surety under such laws; that said company has also complied with and is duly qualified to act as surety under the Act of Congress &July 30, 1947, as amended (6 U.S.C. 6-13); that the foregoing is a full, true and correct statement of the financial condition of said company on the 31 a day of December 2005. Sworn to before me this 12~ day of April 2006. Notary O/nthia A. Acfir~ in the County of JuleC'R. Quenneville, Chief Executive Officer and President THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOWALL MEN BY THESE PRESENTS, THAT WE Eldor Contracting Corporation 1703 Church Street, Holbrook, NY 11741 as Principal, hereinafter called the Principal, and Federal Insurance Company 15 Mountain View Road/Mail Code (3 MV 3-10), Warren, NJ 07059 a corporation duly organized under the laws of the State of IN as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold 53095 Main Road, Southold, NY 11971 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ 5% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Southold Town Animal Shelter NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 22nd day of March 2007 lan Lang, Vice Pre~ /Xt~ /1 (/~ Federal Insurance Company (I/Vitne ~ .,I k....__~g~y4n-Fac, Zher~s~ J. Foley INSTITUTE OF ARCIIITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 (Seal) (T~tle) (n~e) ACKNOWLEDGEMENT OF CONTRACTOR, IF A CORPORATION STATE OF New York ,) COUNTY OF Suffolk ,) ON THE 22nd DAY OF March 200Z, BEFORE ME PERSONALLY CAME Alan Lanq TO ME KNOWN, WHO, BEING BY ME DULY SWORN, DID DEPOSE AND SAY THAT (S)HE RESIDES AT Setauket, N.Y. 11733 , THAT (S)HE IS THE vice President OF Eldor Contracflna Corporation THE CORPORATION DESCRIBED IN AND WHICH EXECUTED THE ABOVE INSTRUMENT; AND THAT (S)HE SIGNED HIS/HER NAME THERETO BY ORDER OF THE BOARD OF DIRECTORS OF SAID Catherine Bmmberg Notary Public, State of NewYork Nofary Pu blic No. 01 BR6012975 Qualified in Suffolk County My Commission E~plree ~eptember 8, 2010 ACKNOWLEDGEMENT OF SURETY STATE OF NEW YORK,) COUNTY OF NASSAU,) ON THE 22nd DAY OF March 2007, BEFORE ME PERSONALLY CAME Theresa J. Foley TO ME KNOWN, WHO, BEING BY ME DULY SWORN, DID DEPOSE AND SAY THAT (S)HE RESIDES AT Nassau County, New York THAT (S)HE IS THE ATTORNEY-IN-FACT OF Federal Insurance Company THE CORPORATION DESCRIBED IN AND WHICH EXECUTED THE ABOVE INSTRUMENT; THAT (S)HE KNOWS THE SEAL OF SAID CORPORATION; THAT ONE OF THE SEALS AFFIXED TO THE FOREFGOING INSTRUMENT IS SUCH SEAL; THAT IT WAS SO AFFIXED BY ORDER OF THE BOARD OF D,RECTORS OF SAID CORPORAT,ON= AND THAT ISIHE SOFIA REIS Notary Public~ Notary Public, State of New Y~rk No. 01RE6153191 Qualified in Nassau County Commission Expires September 2~, ~0 Federal Insurance Company ~,ttn: Surety Department 15 Mountain View Road ~.-IUBE3 Po~.,.~;~ Chubb OF Surety ATTORNEY Vigilant Insurance Company Pacific Indemnity Company Warren, NJ 07059 . That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE Know All by These ,Present~ ..... ,:,..- ,~,nm*At. HT'¢ COMPANY a Wisconsin corporation, do each hereby constitute, an.d Nichot , · ' ' ' '' ' ' ~na~k~oFl~Ct Emmons, John P. ,~nd, Daryl Laforge and Sara Mamrak of Somerville, New Jersey each as their [rde ~nd I~wful Attorney- in- Foci 1o execMe under such deslgn~lion ~n Ihelr r~ames 8nd to affix Ihelr ¢~rporale seal~ lo a~d deliver tor e~d o~ their behalf as ~ Witness W~ereof, said FEDERAL INSURANCE ~OM~ ~PAs~Y. VIG? ~LA~ T~ N ~UOE~ C E COMPANY, and PACIFIC INDEMNITY COMPANY have e~ch e×eculed and arrested P;ann';th ~. Wendel, Assistant Secretaw ~ghn P' S~h'~ V~, ' ~//// ' STATE OF NEW JERSEY County ef Somers~ On Ihis 21st day of Apd[~ 2006 before me, a Nolm~, Publl~ of New Jersey. personally came Kennelh C. Wendel, lo me k~own tD be Asslslanl Se~rele~' of FEDERAL [NSUP. cANCE COMPANY, VIGILANT INSURANCE coMPANY, and pACIFIC INDEMNITY' COMPANY. the companies which e'~ecuted the I'oregoing pc~ver of Aflomey. and Ihe said Kenneth C. Wendel, being b~ ma dub/swom, did depose and say Iha! he Is A~slstant Secrela~' of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corperale seals Ihereof, lhal the seals effrxed Io the foregoing pc~,ver of AUorney are such corporate seals end were Iherelo affixed by aulhodty of the By- Laws ~' said Companies; and Ihal he signed said pc~ver or At4omay as K~EEN A. ED~:E , , public, ~ ~/N~v ~ '. CERTIFICATION F_drac'[ from the By- Lsws of FEDERAL INSURANCE COMPANY. VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNIT~ COMPANY: (the "Companies") do hereby certify that Kenr~e(h C. Wende[, Assist&n[ Secre[ar¢ JN THE EVENT YOU WiSH TO NOTIFY US OF A CLAIM, VERiFY THE AUTHENTICITY OF THIS 8OND OR NOTIFY US OF ANY OTHER j MA~-ER, pLEASE CONTACT US AT ADDRESS LfSTED ABOVE, OR BY Telephone (908) 903- 3493 ?a~ (908) 903, 3B55 e-mafh sureh/~chubb corn FEDERAL INSURANCE COMPANY STATEMENT OFASBETS LIABILITIES AND SURPLUS TO POUCYHOLDERS ASSETS Statutory 8asis DECEMBER 31, 2005 (ia thousands of dollars) Cash and Shod Term Investmenls ........ $ 233,177 Uniled Slates Government, Stale and M1unlcipal Bonds ........................................ 12,026,711 Other Bonds .................................................. 2,877,937 SIocks .............................................................. 836,039 Other Invested Assets ............................... 1,019,957 LIABILITIES A ND SURPLUS TO POLICYHOLDERS Oulslanding Losses and Loss Expenses .... $ I 1,102,486 Unearned Premiums ...................................... 3,504,949 Reinsurance Premiums Payable ............... 505,263 Provision for Reinsurance ............................ 248,024 Other Liabilities ................................................ 1,093,720 TOTAL INVESTMENTS .......................... 16,g93,821 TOTAL LABILITIES ........................................ 16,544,442 Inveslmenls in Affiliates: Chubb Investment Holdings, Inc ......... 1,864,31 t Pacific Indemnity Company ................... .1,279,232 Chubb Insurance Company of Europe. 677,231 Ex ecutJve Risk Indemnity inc ............... 656,360 CC Canada Holdings Lid ....................... 347,840 Greal Nodhern Insurance Company.. 203,968 Chubb hsurance Company of Austrafia. 130,693 Vigilant Insurance Company .................. 121,092 Other Affiliates ............................................ 188,061 premiums Receivable ................................ 1,590,888 Other Assets ................................................, 1,244,020 TOTAL ADMITTED ASSETS ................ $ 25,377,517 Capital Slack .................. ~ .................................. 20,§80 Paid - la Surplus ............................................. 3,106,790 Unassigned Funds .......................................... 5,705,305 SURPLUS TO POLICYHOLDERS .......... 8,833,075 TOTAL LIABILITES AND SURPLUS TO POLICYHOLDERS ............................$ 25,377,517 Investments are valued in accordance with requirements of lhe National Associabon of Insurance Commissioners. Inveslments valued al $341,275,964 are depasiled wilh government authorities as required by law. State, County & City of New York, - ss: Anna Maria Lovecchb. Assislanf Secrelarv of the Federal Insurance Company being duly sworn, deposes and says IhaI the foregoing Stalemeal cf Assels, Liabilities and Surplus lo Policyholders of said Federal bsurance Company on December 31, 2005 is [rue and correc[ and is a tree abstract of [he Annual S[alement of said Company as filed with the Secretary of lhe Treasury of the United Slates for the 12 months ending December 31, 2005. Subscribed and sworn to before me this No[an/PubJ~c :arm 27-10-0071A (Rev. 5-06} THE AMEI fiAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOWALL MEN BY THESE PRESENTS, THAT WE Hawkeye, LLC as Principal, hereinafter called the Principal, and Safeco Insurance Company of America a corporation duly organized under the laws of the State of WA as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ 5% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Southold Animal Shelter - New Electric to New Animal Facility NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee ia accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such la~ler amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 22nd day of March 2007 Hawkeye, LLC (T/#e) (Witness) Safeco Insurance Company of America (Surety) (Seal) Attorney-in-Fact Pamela A. Nelson (Tit/e) AIA DOCUMENT A310 · BID BOND · AIA · FEBRUARY 1970 ED. · THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W,, WAStlINGTON, D.C. 20006 POWER OF ATTORNEY Safeco Insurance Company of America General Insurance Company of America Safeco Plaza Seattte, WA 98185 KNOW ALL BY THESE PRESENTS: No. 659 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint *****JOHN CLAEYS; JOAN M. COUNCILMAN; RONALD J. LANGE; PAMELA A. NELSON; Seattle, Washington***** its true and law[ul attorney(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a simirar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFBCO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 14th day of September 2006 STEPHANIE DALEY-WATSON~SECRETARY TIM MIKOLAJEWSKIr SENIOR VICE-PRESIDENT~ SURETY CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: Art cie V, Secbon 13. - FIDELITY AND SURETY BONUS ... the Pres dent, any V ce Presrdent, the Secretary, and any Ass stant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authodfy or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking.' Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy of the power..of-aBomey appointment, executed pursuant thereto, and (iii) Certifying that said power-of-a[torney appoictment is in full thrce and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Stephanie Daley-Watson , Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation S-0974/DS 4/05 STEPHANIE DALEY-WAT$ON, SECRETARY Safeco~ and the Safeco logo are ~egis~ered trademarks of Safeco Corporation WEB PDF SAFECO INSURANCE COMPANY OF AMERICA FINANCIAL STATEMENT -- DECEMBER 31, 2005 Assets Cash and Bank Deposits ........................................ $ 84,906,669 *Bonds -- U.S Government ........................................... 242,950,999 *Other Bonds ........................................................... 2,682,145,557 *Stocks .................................................................... 428,624,237 Real Estate ............................................................... 9,291,339 Agents' Balances or Uncollected Premiums ................. 629,634,432 Accrued Interest and Rents .................................... 40,360,895 Other Admitted Assets .......... : ............................ :... 351.037.705 Total Admitted Assets ................................... ~M~flkg..51.8~ Liabilities Unearned Premiums .............................................. $ 711,109,820 Reserve for Claims and Claims Expense ................... 1,620,267,753 Funds Held Under Reinsurance Treaties ................. 78,827 Reserve for Dividends to Policyholders ............................... 854,045 Additional Statutory Reserve ................................ _ Reserve for Commissions, Taxes and Other Liabilities .............................................. 938.766.902 Total ........................................................... $3,271,077,347 Capital Stock ............................. $ 5,000,000 Paid in Surplus ................................ 240,451,979 Unassigned Surplas ................... 952.422.507 Surplus to Polleyholders .......................... 1~197.874.486 Total Liabilities and Surplus .............................. ~ O * Bonds are stated at amortized or investment value; Stocks at Association Market Values. Securities castled at $137,852,392 are deposited as required by law. I, MICHAEL C. PETERS, President, Surety, Safeco Insurance Company, do hereby certiPJ that the foregoing is a tree, and correct statement of the Assets and Liabilities of said Corporation, as of December 31, 2005, to the best of my knowledge and belief. IN WITNESS WHEREOF, I have hereunto set my band and affixed the seal of said Corporation at Seattle, Washington, this 1st day of March, 2006. ~ President, Surety S-1252a 3/06 Safeco and lbo Safeco logo are reglstored trademarks of Safeco Corporation THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNfFW ALL MEN BY THESE P~ESENTS, that we J.P. Dal¥ & Sons, Inc. 88A Brook Avenue, Deer Park, New York 11729 as Principal, (Here insert full name and address or legal title of Contractor) hereinafter called the Principal and Fids~y and Dsposil Company of Maryland I Upper Pond Road, Building EF, Morris Corp. Center 2, Parsipany, New Jersey 07054 (~ere insert full name and address or legal title of Surety) a corporation duly organized under the laws of the State of Maryland ss Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold 53095 Main Road, Southold, New York 11971 (Eere insert full name and address or legal title of Owner) as Obligee, hereinafter called the 0bligee, in the sum of Five Percent of Bid Amount Dollars ($5% ) for the payment of which sum well and truly to be made, the said Principal and the said Surety bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert full name, address and description of project) Town of Southold Animal Shelter Contract D, Electrical NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed March 14, 2007 (Witness) (Witness) J.P. Dal}, & Sons, Inc. (seal) Fidelity and Deposit C, gmRan¥ of Maryland J M,rylouBrownAttorney in Fact AIA DOCUMENT A310 ~BID BOND ~AIA FEBRUARY 1970 ED ,THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 STATE OF New York ~. COUNTY OF Nassau ]~ ss: On this/~ day of/'~f'¢)~ ~O~r? before me personally came Thomas Daly me known, who being by duly sword did depose and say that he/she resides at 860 East Broadway, Long Beach, New York 11561 and that he/she is the Corporate Secretary J.P. Daly & Sons, Inc. the corporation described in and which executed the foregoing instrument/that he/she knows the seal of said corporation; that one of the seals affixed to said instruments such seal, that it was so affixed by order olS~l~N~l~r~,aid-b~oration, and that he signed his name thereto by like order. NOTARY PUSL,C STATE OF NEW YORK NO. 01CA602444 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES MAY 10 ?-¢'"'~'~ NOTARY PUBLIC ACKNOWLEDGMENT OF PRINCIPAL IF A PARTNERSHIP STATE OF ~ COUNTY OF ss.: to On this day of , before me personally appeared to me known and known to me to be one of the members of the firm of described in and who executed the foregoing instrument and he acknowledged to me that he executed the same anf or the act and deed of said firm. NOTARY PUBLIC ACKNOWLEDGMENT OF PRINCIPAL IF AN INDIVIDUAL STATE OF }ss.: COUNTY OF On this day of , before me personally appeared to me known and known to be to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same. NOTARY PUbliC STATE OF New York COUNTY OF Nassau ACKNOWLEDGEMENT OF SURETY On 3-14-07 before me personally came Marylou Brown to me known who, being by me duly sworn, did depose and say that he/she resides at Plainview, New York that he/she is the Attorney in Fact of Fidelity and Deposit Company of Maryland the corporation described in and which executed the foregoing instrument; and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. ROSANNE CALLAHAN ~c.,.~- ~ NOTARY PUBLIC STATE OF NEWYORK NO. 010A602444 NOTARY PUBLIC QUALIFIED IN SUFFOLK COUNTY COMM~N ~xP F~$ i~AY 10 %¥2¢7 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said Company,_wl~l~ set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date here_.of~ d~s ~(~P~inate, constitute and appoint Peter HENRY, Rosanne CALLAHAN, Marylou BROWN,~J~I~I~ll~-~.D[i,a~ ALESCI and Robert FINNELL, all of Plainview, New York, EACH its true and~a~q~llJA~'~c~~ke, execute, seal and deliver, for, and on its behalf as surety, and as its a~.~ ~draxl~ht~fe~takings, and the execution of such bonds or undertakings in ~~tlir~Oxi~fl'~aid Company, as fully and amply, to all intents and purposes, as if the..e.~v ~~y the regularly elected officers of the Company at its office in Balti~mey re~'ssued on behalf of Peter HENRY, Rosaune~ ..~, ,~,, ~,~-~ (X~'ISU~ ~Iqa~tNrSllq~~ K. ~ August 22, 2003. The said Assi~~ khXe~~t set fozth onthe reverse side hereof isa true copy of Article VI, Section 2, of the By-lJt~hafs,Sid Company, and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 6th day of May, A.D. 2004. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND 7~ E. Smith Assistant Secretary Paul C Rogers Vice President State of Maryland }ss: City of Baltimore On this 6th day of May, A.D. 2004, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instnunant, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instxumant by the authority and direction of the said Corporation. 1N TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above Dennis R. Hayden Notary Public My Commission Expires: February 1, 2009 written. POA-F 093-7577 . FIDELITY AND DEPOSIT COMPANY OF MARYLAND 3910 KESWICK ROAD, BALTIMORE, MD 21203 Statement of Financial Condition Az Of De~ember 31, 2005 ASSETS Bonds ................ :'. ......................................................................................................................... :.. $ 145;517,856 Stocks ............................................................................................................................................... 40,373,936' Cash iff Banks and Offices ............................................................................................................... 155~000 Rein~uran% Recoverable ................................................................................................................. 14;122,203 Other A~ounts Receivable.. .................................................... : ....................................................... 13,6~ ~1,802' iz~a~xri~ms, SUIreLUS A~o o'rm~g ~ . =. . (~apital Stoclq Paid Up L....; ....... : ......................................................................... $ · .$iuplus as regards Policyhol~ters ........; .................................................................................... ~ .......186;g42~092 . SeCurilies carried.~t ~$ ~398,073~in the above siatemeni are deposited a~ required by law; Se~uri~es.canied 0~i th~,ba~ii.pre~n~d ~y. the. National Association o£ins...~u~u% 'C~mmissionerS. on the basis of December ~ 1, 2005 marl/et quotaliims for all bonds 'a~d stocks 0wned~' the C6m~any's total admitted assets wo~td, b6 .' $212,087;289 a~d surplui as regards POlicyholders $185,098,584. I; DA:VID A- BOWERS, Corporate Secretary of th; FIDI~IT'~' .~D DEI'OSlT COMP~'.OF M~I~. do herel~y ' cei'fif~ that ti~ foregoi~ statement is a correct exlu"oit of the assit~ and liabilit/es of day of De~ember, 2005. Corporate ffec~tary State of Illinios CityofSchaumburg } SS: Subscribed and ~wom to before me, a Notary Public of the State of Illinois, in the City of Scbeumberg, this 20th day of March, 2006. BID BOND Conforms with The American Institute of Architects, A.I.A. Document No. A-310 KNOW ALL BY THESE PRESENTS, That we, Robbins & Cowan, Inc.,179 New York Avenue, Huntington, NY 11743 and the Westchester Fire Insurance Company as Principal, hereinafter called the Principal, of 140 Broadway, NY, NY 10005 thc laws of the State of NY , a corporation duly organized under , as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southoid as Obligec, hereinafter called the Obligee, in the sum of Five Percent of amt bid ............................................................ Dollars ($ 5% of amt bid ), for the payment of which sum well and truly to be made, the said Principal and thc said Sure~y, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for New Animal Shelter NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligec may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. 15th day of Signed and sealed this Witness Witness March 2007 Robbin~'~,179 New York . AverjKe, Ifluntihgton, ~ 11743 (Seal) s!er Fire Insurance Company By {'~ ,/~&~/.' (~'~ /' Robert W. O'Kane Attorney-in-Fact ACKNOWLEGEMENT OF PRINC~AL, OF A CORPORATION STATE OF COUNTY OF New York Suffolk SS: Onthis 15thdayof March , 2007 before me personally came John A. Robbins, Jr. to me known, who, being by me duly sworn did depose and saythat he resides at 126 Buttercup Lane Huntington, NY thatheisthe President of Robbins & Cowan, Inc. the corporation described in and which executed the foregoing instrument; that he knows the seal of said corporation; that one of the seals affixed to the foregoing instrument is such seal; that it was an affixed by order of the board of directors of said corporation; and that he signed his name thereto by like order. Notary Public MEI.ANIE L. 8'fI~UOINGER Ou~ifled In Suffolk ~ , ~ STATE OF New York COUNTY OF Nassau On rids 15th dayof March 2,007 , before me personally came nnhmrt W. O ' Kane to me known, who, being by me duly sworn, did depose and say that he is an Attorney-In-Fact of w~cho_.qter Fire T n ~,11'~ n C, ta Compa nY the corporation described in and which executed the within instrument; that he knows the corporate seal of said corporation; that the seal affixed to the within insmunent is such corporate seal, and 0aat he signed and said insmunent and affixed the said seal as Attorney-In-Fact by authority of the Board of Directors of said corporaUon and by authonty ofth/s office under the Standing Resolutions thereof. My commission expires ELIZABETH A. NEVILLE NOTARY PUBLIC State of New York No. 01NE4968590 Certified in Nassau County Notary{~ublic WESTCHESTER FIRE INSURANCE F;NANCIAL 8'/'ATEMENT BOND8 SHORT - TERM INVESTMENTS STOCKS REAL ESTATE CASH ON HAND AND IN BANK PRFJ,flUM IN COURSE OF COLLECTION* INTEREST ACCRUED OTHER ASSr- ~ S TOTAL ASSETS DECEMBER 3t, 2005 gS,48g,235 118,948,855 0 275,775 123,$a8,887 17,757,019 233,890,132 $2,242,630,5{]9 UA BILIq'IE'~ RESERVE FOR UNEARNED PREMIUMS RESERVE FOR LOSSES RESERVE FOR TAXES FUNDS HELD UNDER REINSURANCE TREATIES OTHER LIABIUTIES TOT, AL UAEILH1ES $427,650,175 1 ~.97,014,793 23,819,231 0 1,702,610t14S CAPiTAL: SPECIAL SURPLUS CAPITAL: 92~,592 SHARES, $4.85 PAR VALUE CAoITAI.: PAID IN SURPLUS (UNASSIGNED) SURPLUS TO POLICYHOLDERS 4,503,671 160,938,389 . 16tr278,306 .540,ff20, 366 TOTAL $2.242,630,509 ('EXCLUDES PREMIUM MORE THAN g0 DAYS DUE.) STATE OF PEHNSYLVANLA COUNTY OF PH0_ADELPHIA John P. Tayior, being duly sworn, says that he/s Vfce PresMent of Westchestsr Fire Insurance Company and that to the best of his knowledge and belief the fonago~ng is a Irue sr~ corTe~ sta~ment of the said Company's finandai condition as of ~he 3t st day of Dec:amber, 2{]05. My commission e~Sims ~COMAIONWEALTH OF PENNSYLVANIA } Daniel' M. C~m~n, Ncaa7 p~bilc ~ TESTIMONY WHEREOF~ I have het~mto set my hand a~d ~ffix~d my offi~ al se~ a~ the City of Ph~lade phia Cae day arid ! Notary P~b] ¢ 1, the undersigned Assistant Secretary of WESTCHESTER FIRE INSURANCE COMPANY. do h~reby certify tha~ the original POWER'OF ATTORNEY, ofwh ch the foregb ~ s a sub~ ant a y true and gb~reet copy, is in fu I tbroc and effect ofnW~r~hl~ ~ff~¢~w reof, I hay i m su~cfib~ my name ~ Ass,stunt $~ret~, and affmed ~ co.orate s~ of ~e Co~mtion,~i~'~.~ ~y ~O'/~-~ Wflli~ L g~lly ~ A~b~an~ THIS ~WER OF A~O~EY MAY N~ BE USED TO EX.UTE ANY BOND WITH ~N ~CE~N DATE ~ Febma~ 27;~009 .: THE AMERI N INSTITUTE OF ARC' IITECTS AIA Document A310 Bid Bond Roland's Electric, Inc. KNOW ALL MEN BY T}{ESE PRESENTS, that we 307 Suburban Avenue Deer Park, N.Y. 11729 as Principal, {Here insert full name and address or legal title of Contractor) hereinafter called the Principal and Liberty Mutual Insurance Company 1211 Avenue of the Americas, New York, New York 10036 {Here insert full n~me and address or legal title of Surety) a corporation duly organized under the laws of the State of Maeaachuee~ta as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold Southold, New York (Here insert full n~e and address Or legal title of Owner) as Obligee, hereinafter called the 0bligee, in the sum of 5% of the total amount of bid Dollars ($5% ) for the payment of which sum well and truly to be made, the said Principal and the said Surety bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert full na~:e, address and description of project) New Construction at Southold Animal Shelter, Southold, New York NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed April 2,2007 (Witness) Roland's EI~&~Hc, Inc. /..~~incipal ) (seal) L, jb~Mutual Insurance Company (Surety) (Seal) Diana P. Alesci, Attorney in Fact ACKNOWLED,~,v,ENT OF PRINCIPAL IF A C ORATION STATE OF j~//_.c~ ¢0,~ ~ ss.: COUNTY OF ~_C~,~F~' Onthisc:~ dayof ~tc ~00'7 before me personally ~me~ ~D/~ ~ to me known, who being by duly sword did depose and say that he/she resides at ~O 7~u~ ~., '~ ~ ~. ~ ~ //~,p~ andthathe/sheisthe ~/~e~ of the corporatio~described ,n a~d which exacted t~e foregoing instrumenF that he/she knows the seal of said ~r~mtion; that one of the seals affixed to said instruments such seal, that it was so affixed by order of the dire~om of said corporation, and that he signed his name thereto by like order. LISA OKI LTH4U ~ ~ ~~ NotaryPubhc, Stateo, NewYork ~ No. 01 Kt5063353 Qualified m Suffot~ County NOTARY PUBLIC Commission Expires :~/~,/~1 ~ ACKNOWLEDGMENT OF PRINCIPAL IF A PARTNERSHIP STATE OF ~ COUNTY OF ss.: On this day of , before me personally appeared to me known and known to me to be one of the members of the firm of described in and who executed the foregoing instrument and he acknowledged to me that he executed the same anf or the act and deed of said firm. NOTARY PUBLIC ACKNOWLEDGMENT OF PRINCIPAL IF AN INDIVIDUAL STATE OF ~ COUNTY OF ss.: On this day of , before me personally appeared to me known and known to be to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same. NOTARY PUBLIC ACKNOWLEDGEMENT OF SURETY STATE OF New York} . COUNTY OF Nassau }ss.. On April 2, 2007 before me personally came Diana P. Alescl, to me known who, being by me duly sworn, did depose and say that he/she resides at 255 Executive Drive Plainview, New York 11803, that he/she is the Attorney in Fact of Liberty Mutual Insurance Company the corporation described in and which executed the foregoing instrument; and that he/she signed his/her nam~p.~ thereto ty order of the Board of Directors of said corporation. ,~/~ NOTARY P. UBLI~[er Henry ~ I~o~ Public Sta['e of NY No 01HE4784820 Qualified in Nassau Counb/ Commission Expires January 31, 2010 1962316 THIS POWER OF ATTORNEY IS NOT VALID~LESS IT IS PRINTED ON RED BACKGROUND, This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON, MASSACHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the 'Company"), a Massachusetts STOCK insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth does hereby Dame constitute ano appoint PETER HENRY, ROSANNE CALLAHAN, MARYLOU BROWN, RICHARD K. KAINZ, ROBERT FINNELL, DIANA R ALESCJ, ALL OF THE CITY OF PLAINVIEW, STATE OF NEW YORK ........................................................................................................ · each individually if there be more than one named, its true and lawful attorney-th-fact to make. execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and dead, any and all undertakings, bonds· recognizances and other surety obligations in the penal sum not exceeding FIFTY MILLION AND O0/***************~******* , DOLLARS ($ 50~000~000.00'**** ) each, and the execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Cornl:~fly in their own proper persons That this power is made and executed pursuant to and by authority of the folIow[og By-law and Authorization: ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president· and sub. sot to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bands, recognizances and other surety obligations. Such attorneys-in-fact, subject to the lirnitatians set forth in their respective powers of afforney, shall have tull power to bind the Company by their s~gnature and execution of any such lestmmants and to attach thereto the seal of the Company· When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. By the following instrument the chairman or the president has authorized the officer Or other official named therein to appoint attorneys-in-fact: Pursuant to Article Xtil, Section 5 of the By-Laws, Garnet W. Etlioff, Assistant Secretary of Liberty Mutual Incurance Company, is hereby authodzed to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make. execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations That the By-law and the Authorization set forth above are true copies thereof and are now in full fume end effect. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authodzod officer or official of the Company and the corporate seal has been affixed thereb3 in Plymouth Meeting, Pennsylvania this 8th day of June PENNSYLVANIA MONTGOMERY ss LIBERTY MUTUAL INSURANCE COMPANY Garnet W. EIIiott~ Assistant Secretary ~ay of June , 2006 , before me, a Notary Public, personally came Garnet w. Eltioff. ~o me known, and acknOwledge~ Assistant Secretary of Uberty Mutual Insurance Company; that he knows the seal of said co~Pora'don; and that he executed the above Mutual Insurance Company thereto with the authority and et the direction of said corporation. cai at Plymouth Meeting, Pennsylvania, on the day and year flrst abovewritteh. -- CERTIFICATE OF I, the undersigned, f Mu[ual InSurance Company, do hereby cerdty that the original power 0f attorney of which the foregoing __ is a full, true and correct copy, is ~ d effect on the date o~ this certificate; and f dO further certify that tl~e officer or official who executed the said power of attorney is an Assistant Secretary special~y au~orized by the Chairman or the presidedt ta appoint attorneys-in-fact as provided in Article Xltl, Section 5 of the By-laws of Liberty Mutual Insurance Company. This certificate and the above power of attorney may be signed by facsimtie or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual insurance Company at a meeting duly called and held on the 12th day of March. 1980. VOTED that the facsimile or mechanisally reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any power of attorney issued by the company ~n connection with surety bonds, shall be valid and bindiog upon the company with the came force and effect as though manually affixed TESTIMONY WHEREOF. I have hereunto subscribed my nome and affixed the corporate seal of the said company, this ? n cl day of LIABILITIES, SURPLUS AND OTHEE FUNDS Le~, ~en~ e~er~e~ ~Pa~ ~, Ll~e 34, CaI~ ~] .......................................................... ~..3~ ~.1~ .,~. ~ .~.~.,~:~,~ ................................................................... .:..: :..~ ...:....~,~, ..~'~ .......... ~: ....~-,.m ~':~ ~a~'~.~ .................................................................................... :,~0 ............. ~,!~ ~ :::::::::::::::::::::::::::::::::::: .................................................................................... : ........................................ ~. ======================================================================== ...................................... ~ ....... ========================================================================== .............................................. ~::: BID BOND Conforms with The American Institute of Architects, A.I.A. Document No, KNOW ALL BY THESE PRESENTS, That we, Stalco Construction, Inc. 44 West Jefryn Blvd. Unit N, Deer Park, NY 11729 and the Fidelity & Deposit Company of Maryland as Principal, hereinafter called the Principal, , a corporation duly organized under , as Surety, hereinafter called the Surety, are held and firmly bound unto of 1 Upper Pond Road, Bldg. ElF Parsipanny, NJ 07054 the laws of the State of Maryland Baldwin Fire District 2386 Grand Avenue, Baldwin, NY 11510 as Obligee, hereinafter called the Obligee, in thc sum of 5% of the amount bid ................................................................ Dollars ($ 5% of the amount bid ) , for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for alterations at Southhold Animal Shelter. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 20 Natalie Morgan day of Witness Witness March 2007 Stalco Construction, Inc. 44 West Jerry0 Blyd. Unit N, Deer P. arl~, NY (Seal) Title Attorney-in-Fact S-0054/GEEF 12/00 FRP t ¢ Individual Acknowledgment State of County o[ On this day of ,19 , before me personally came to me known, and known to me to be the individual in and who executed the foregoing instrument, and acknowledged to me that he/she executed the same. My commission expires Notary Public Corporation Acknowledgment State of New York County of Suffolk Onthe 4 dayof April ofthe year 2007 before me personally came Alan Nahmias to me known; who being by me duly sworn, did depose and say that he/she/they reside(s) in Smithtown, NY that he/she/they is (are) the President of the Stalco Construction Inc. , the corporation described in and which executed the above instrument; that he/she/they know(s) the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by authority of the board of directors of said corporation, and that he/she/they signed his/her/their name(s) thereto by like authority. CAROL DONATO Notary Public, State of New York My Commission expires NO. 01DO6037928 Commission Expires Feb, 28, 20 ~) Notary Public Surety Acknowledgment State of New York County of Nassau On the 20 day_of March 2007 personally came Tara Laverdiere to me known, who being by me duly sworn did depose and say that he/she is an Attorney-in-Fact of Fidelity and Deposit Company of Maryland in and which executed the above Instrument_ know(s) the corporate seal of said corporation; that the seal affixed to the within instrument is such corporate seal, and that he/she/they signed the said instrument and affixed the said seal as Attorney-in-fact by authority of the Board of Directors of said corporation and by authority of this office under the standing resolution thereof. My commission expires JE --'- of New Yom No[mY pul~l~ ~ "-~/ i~tary Public Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by THEODORE G. MARTINEZ, Vice President, and GREGORY E. MURRAY, Assistant Secretary, in pursuance of anthority granted by Article V1, Section 2, of the By-Law~..q~id Company, which are set forth on the reverse side bereof and are hereby certified to be in full force and effect ff'~'fl~d~t~reof, does hereby nominate, constitute and appoint Louis J. SPINA, Anthony J. PANN?Q~~-~m'lip G. SAMUELS, Frank ABBATIELLO, Tara LAVERDIERE, anthony ~~i~hI~[~rden CitY, New York, EACH its true and lawful agent and Attome~v~t~' ~t~,,_~x~e,,c~l~h~, ~or, and on its behalf as surety, and as its act and deed: any a_n~ ~{"O~n~i~:~Yafl e'~j~:~l~i~![xt~ },~,x"~u~on of such bonds or undertakings in pursuance of these present--nd amply' to all intents and purposes, as if they had been duly exect~_ ~8~m~bzq:l'ge~3t~~ed officers of the Company at its office in Baltimore, Md., in their own proper pe~l~--~u~.~s p~pn~"/W'v~kes that issued on behalf of Louis J. SPINA, Anthony J. PANNO, SPINELLO, dated Al~ttsY~,~2006. The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a line copy of Article VI, Section 2, of the By-Laws of said Company, and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELYI~ AND DEPOSIT COMPANY OF MARYLAND, this 18th day of September, A.D. 2006. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND By: Gregory E. Murray Assistant Secretary Theodore G. Martinez State of Maryland }ss: City of Baltimore On this 18th day of September, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came THEODORE G. MARTINEZ, Vice President, and GREGORY E. MURRAY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execufion of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affLxed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Maria D. Adamski Notary Public My Commission Expires: July 8, 2007 POA-F 093-7470 ' / ' FIDELITY AND. DEPOSIT:CoMPANY 3910 K~/~W~c~.'ROAD, BALTIMoI~ ~ 2120~. S~nt of ~a~ cOnd~on ~.Of~ · . ~ETS ~B,,~, ~ O~':..., .......... L..~....~ ............ ~ ................ L.....L...........~...~:.:..~'..~.;..~ .......... :... '~~.~..:.~..~ .: .; . ............. ~........~ ..... ~ .... : .~..._..~;'. '~= ~ ~...,,~.,._~L......~ ................... ....~....~ .......... :..~_.,~.:..,..,,~ ............. ~:~:.:.'...: ~?,~i~' . ~: ~,-~.~;~.;22Z:~..~..~ ........ L..~L2L....~ ................. :~..,2:~4..:~..~L~..~:~ ~,~?. · MARLO O 8ARABYN NOTARy PUBLIC - STATE THE AMERICAN INSTITUTE OF ARCHITECTS Document ~310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, thatwe W.H.M. Plumbing & Heating Contractors, Inc. IHere i~ert full name and addte~ or legal title of Contrglorl 6 H Enterprise Drive, East Setauket, New York 11733 as Principal, hereinafter called the Principal, and BERKLEY REGIONAL INSURANCE COMPANY {Here insert tull nam~ and address o~' Irsal lille of 60 East 42nd SL, Suite 1524, NY, NY 10165 a corporation duly organbzed under the laws of the State of Delaware as Surety, hereinafter called the Surety, are held and firmly bound unto TOWN OF SOUTHOLD (Here inse,t lull name and addtes~ or legal lille of 53095 Main Road, Southold, New York 11971 as Obligee, hereinafter called the Obligee, in the sum of **Five Percent of the Amount Bid** Dollars ($ ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our he/rs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for TOWN OF SOUTHOLD ANIMAL SHELTER, SOUTHOLD, NY SUFFOLK COUNTY CONTRACT 'C' PLUMBING N?W0 THEREFORE, if the Obllgee shal accept the bid of the Principal and the Principal shall enter into a w~th the Oblisee in accordance with the terms of such bid, and give such bond or boocls ...... L ....... .O~..t?ct or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failune of the Principal to enter such Contract and 8ive such bond or bonds, if the principal shall pay to the ObliBee the difference not to exceed the penally hereof between the amount specified in said bid and such larger amount for which the Obligee may in 8ood faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwis~ to remain in full force and effect. Signed and sealed this 19th day of March ~ 2007 /~' ' L~ //~ W-H.~ ~&HeatingContractors, inc. , il II wi,,,~, ~auff ¢l'i,le) ,o~,~ President .,':.-,. - . ,,. ,o.o . .,. . . _._ ,. ,o . .., ^.,i,_ Acknowledgment of Corporation S~-,,- of' New York I C~umy of Suffolk ~lly ~ William H. ~uff to m~ ~ ~ ~ by ~ ~ly ~ d~ ~ ~ ~y ~ ~ ~ ~ 39Fai~a% Po~ Jeffe~on~ New York11777 ; ~ ~ ~ ~sident ~ ~ W.H.M. PL~BING & HEATING CO~CTORS~ ~C. ~ , 2007 L~l~r¢ mo N~I N // Notar,/'Public, State of New York Acknowledgment of . ffr Q~d in Suffolk Oouniy ~"7" "'~' No. 01FL5052452 .4 ~/ Commission Expires November 27, ~ Sta~ of New York ) County of Rockland Onthi~ 19th dayaf March , · 2007 .bc~z~ mo pc~maRy mrna Rona!d E. FoRliani to mo known, myltmth0ia m Attorney'-in-fact of BERKLEY REGIONAL INSURANCE COMPANY instmmcu~ and affizod tho ,m~,4 ~al m Attc~nvy-in-Fa~t by authority of'tho Board ofDive~____,~, ofsald corpar~tiaa and by ,uffL,~..'fy al~tbis oflic~o u~fu' tho S~mdlng !/v NO. ~'i3S¥.4.8~ 3171 BERKLEY REGIONAL INSURANCE COMPANY STATEMENT, DECEMBER 31, 2006 (AMOUNTS IN THOUSANDS) STATUTORY BALANCE SHEET Admitted Assets Bonds Common & Preferred Stocks Cash & Short Term Investments Premiums Receivable Other Assets 1,043,006 648,051 118,517 326,098 . 266,644 Total AdmiRed Assets $ 2,402,316 Liabilities & Surplus Loss & LAE Reserves Unearned Premium Reserves Other Liabilities 1,079,621 594,358 63,371 Total Liabilities $1,737,350 Capital Stock Additional Paid In Capital Unassigned Surplus Total Policyholders' Surplus Total Liabilities & Surplus 4,000 347,723 313,243 $ 664,966 $ ..2,402,316 Officers: President: Treasurer: Sr. Vice President: Vice President: Vice President: Corporate Secretary: William Robert Berkley Robert Floyd Buehler Eugene George Ballard Robert Paul Cole Clement Patrick Patafio Ira Seth Lederman Directors: William Robert Berkley Eugene George Ballard Robert Paul Cole William Robert Berkley, Jr. Ira Seth Lederman Clement Patrick Patafio James Gerald Shiel Paul James Hancock Robert C. Hewitt No. 302 POWER OF ATTORNEY I~'RKLEY REGIONAL INSURANCE COMPJ~ WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, Connecticut, has made, constituted and appointed, and does by these presents make, constitute and appoint: James L. Smith or Ronald E. FogHani of James L. Smith .4gency, Inc. of Nyack, New York its tree and lawful Agent and Attorney-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, seal, acknowledge and deliver: any and all bonds and undertakings providing that no single obligation shah exceed Fifteen Million and OW1 O0 Dollars ($ l 5,000, 000. 00) and to bind the Company thereby as fully and to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21, 2000: "RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behaff of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, reen?i~,aneas, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, reco~iTanea, or other suretyship obligation of the Company; and such siguature and seal when so used shah have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facshrdle signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued." 1N WITNESS WHEREOF, the Comp.any has ca~_.ed these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 2~ day of O ~ ,2005. Attest: Berkley~q.e~ional Insurance Company (Se;t) By - Ira S. Lederman Senior Vice President & Secretary Chairman and President WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER. STATE OF CONNECTICUT ) ) SS: COUNTY OF FAIRFIELD ) Sworn to before me, a Notary Public in the State of Cormeeticut, this ~ day of ~'~ , 2005, by William R. Berkley and Ira S. Lederman who are sworn to me to be the Chairman and President, and the Sanior Vice President an~l Secretary, respectively, of Berkley Regional Insurance Company. EILEEN K. KILLEEN ~ ~. /ZqS~- NOTARY PUBLIC Notary Public, State of Connecticut MY COMMISSION EXPIRES 6/30/2007 CERTIFICATE I, the undersigned, Assistant Secretary of BERKLEY REGIONAL INSIJP, ANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the authority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as of this date. March 2 0 0 7 Given under my hand and seal of the Company, this 1 9'ch day of , · (Seal) ~ John F. l~r~ A - I PROJECT: _ GENERAL NOTES: _ SOUTHOLD TOWN i CONSTRUCTION OF SOUTHOLD TOWN BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: ANIMAL SHELTER ANIMAL SHELTER THE FOLLOWING NOTES SHALL APPLY THROUGHOUT . T 001 01 OF 66 TITLE SHEET S 001 40 OF 66 S1 OF 4 THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON EACH DRAWINGS. 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL C 001 02 OF 66 CIVIL, EXIST'G CONDITIONS PLAN S 002 41 OF 66 S2 OF 4 OWNER: MEP and Supervising Engineer: LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS C 002 03 OF 66 CIVIL, SITE&PHASING PLAN S 003 42 OF 66 S3 OF 4 TOWN OF SOUTHOLD DESIGN LEARNED INC. 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF OF PUBLIC AUTHORITIE!§BEARING oN THE PERFORMANCE AND EXECUTION OF THE WORK. C 003 04 OF 66 CIVIL, SITE GRADING & DRAINAGE S 004 43 OF 66 S4 OF 4 South Main Road 114-116 Norwich, CT Street THE NEW YORK STATE (NYS) BUILDING CODE C 004 05 OF 66 CIVIL,SANITARY SYSTEM PLAN SPA 44 OF 66 SPRINKLER SCOPE& DETAILS Southold, NY, 11971 T:860 889 7 0 8 NYS ENERGY CONSERVATION CONSTRUCTION CODE r SP-2 45 OF 66 FIRST FL WET SPRINKLER T:860 889 7D78 T: 631 765 1800 THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY C 005 06 OF 66 CIVIL, CONSTRUCTION DETAILS NYS FIRE CODE Architect: PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE WD-1 07 OF 66 WATER DISTRIBUTION SITE PLAN LAYOUT NYS PLUMBING CODE Joshua Y. Horton, Supervisor STUDIO A/B ARCHITECTS ABOVE. WD-2 08 OF 66 WATER DISTRIBUTION DETAILS SP-3 46 OF 66 ATTIC DRY SPRINKLER LAYOUT 24190 Main Road,P.O BOX444 Louisa P. Evans, Town Justice NYS MECHANICAL CODE WD-3 09 OF 66 WATER DISTRIBUTION DETAILS P - 1 47 OF 66 SCOPE OF WORK AND ALL M NYS FUEL GAS CODE 2. ATERIALS, ASSEMBLIES a ED-1 10 OF 66 ELECTRIC DISTRIBUTION FIXTURE SCHEDULE William P. Edwards, Councilman orient,NV 11957 , FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT Thomas H. Wickham, Councilman T$F:6313231426 APPLICABLE SUFFOLK COUNTY �EALTH REGULATIONS AND STANDARDS SHALL MEET THE FOLLOWING REQUIREMENTS: SITE PLAN &_DETAILS P-2 48 OF 66 PLUMBING DETAILS Daniel C. Ross, Councilman TOWN OF SOUTHOLD REGULATIONS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. GD-1 11 OF 66 GAS DISTRIBUTION SITE PLAN P-3 49 OF 66 HOT AND COLD SUPPLY Consulting Architect:John Romanell OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER.TH�'PRESCRIBED TEST METHODS:BY LAYOUT Elizabeth h A. Neville, Town Clerk e Councilman THE BACON GROUP Inc. THE REGULATING AGENCIES.` & DETAILS P-4 50 OF 66 DRAIN/WASTE/VVENT LAYOUT project #0503 G 0.1 12 OF 66 EGRESS PLAN P -5 51 OF 66 ISOMETRIC DRAIN/WASTE/VENT 2641 SunsetPoi3759nt 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS "'`"'` Patricia A. Finnegan, Town Attorney Clearwater,FL33759 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY A 0.1 13 OF 66 SITE PLAN LAYOUT SITE: T:8137250111 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR A 1.1 14 OF 66 FLOOR PLAN AND FINISH SCH. M - 1 52 OF 66 MECH. SCOPE OF WORK& PECONIC LANE Peter W. Harris, Superintendent of Highways WITH ONE OF THE FOLLOW(NG:James A. Richter, R.A. Town Engineer BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS A 1.2 15 OF 66 REFL. CL_d- PLAN &ATTIC PLAN EQUIP. DETAILS Structural Engineer. AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR a) THEY SHALL CONFORM WI'��I EITHER THE APPLICABLE CODES OR ISLA ENGINEERING SERVICE CO. SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. b) THEY SH;`,,LL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, STANDARD METHODS OF A 1.3 16 OF 66 ROOF PLAN'' M -2 53 OF 66 MECHANICAL DETAILS PECONIC, NY 11958 12 Ckhaven,ods NY1 71 FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS�+ND.ACCEPTED BYTHE SOU?HOLD A 1.4 17 OF 66 FIXTURE`PLAN M - 3 54 OF 66 MECHANICAL ZONE LAYOUT SITE: Brookhaven,NY11719 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. TOWN BUILDING DEPARTMENT A 2.1 18 OF 66 ELEVATIONS. M -4 55 OF 66 MECHANICAL EQUIP. LAYOUT SCTM #: PECONIC LANE T 631 (OR)PECONIC, NY 11958 Civil EnA 2.2 19 OF fib SECTIONS M -5 56 OF 66 MECHANICAL SUPPLY AND 1000-75-05-14.1 Engineer: 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT c) THEY SHALL iAVIE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE,OF..THE CODE. A 2.3 20 OF 66 SECTIONS 2 RETURN LAYOUT SCTM JAMES A. RICHTER SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR A 2.4 21 OF 66 SECTIONS13` M -6 57 OF 66 MECHANICAL FRESH AIR& #: NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD 1000-75-05-14.1 TOWN OF SOUTHOLD 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. A 2.5 22 OF 66 MASONRY WALL ELEVAT ICA�3 EXHAUST LAYOUT 53095 Main Road PRIORTO PREPARING THE DRAWINGS. Southold,NY,11971 W.1 THROUGH`7 M -7 58 OF 66 CENTRAL VAC LAYOUT T 631 7651,%0 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE,WITH A 2.6 23 OF 66 INTERIOR ELEVATIONS M -8 59 OF 66 MECHANICAL GAS PIPING 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, THE BUILDING CODE. A 2.7 24 OF 66 INTERIOR ELEVATIONS 2 LAYOUT EXCEPT WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". A 2.8 25 OF 66 INTERIOR ELEVATIONS 3 M -9 60 OF 66 MECHANICAL GAS RISER SUMMARY OF WORK EXCEPT ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 1998 AMERICAN. NATIONAL STANDARD A 3.1 26 OF 66 TYPICAL WALL SECTIONS E- 1 61 OF 66 ELECTRICAL SCOPE OF WORK 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. AND SCHEDULES A 4.1 27 OF 66 TYPICAL ROOF DETAILS THE WORK SHALL BE AS SHOWN AND CALLED FOR IN THE CONTRACT DOCUMENTS AND SHALL QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. A 4.2 28 OF 66 MASONRY DETAILS E-2 62 OF 66 ELECTRICAL RISER AND INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING GENERAL ITEMS OF WORK: 7. ALL NEW INTERIOR FINISHES SHALL BE CONSTRUCTED OF MATERIALS MEETING CLASS B OF., DETAILS A 5.1 29 OF 66 ENTRY DETAILS 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL CHAPER 8 (NYSBC) FOR FLAME SPREAD RATINGS.THERMAL AND SOUND-INSULATING E -3 63 OF 66 ELECTRICAL POWER MATERIALS SHALL COMPLY WITH SECTION 718 NYSBC A 5.2 30 OF 66 TOILET DETAILS DETAILS CONTRACT A FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS (NYSBC) DISTRIBUTION A 5.3 31 OF fib KENNEL DETAILS Owner: PREPARATION CONTRACT. E -4 64 OF 66 ATTIC POWER DISTRIBUTION TOWN OF SOUTHOLD A 5.4 32 OF 66 CAT TERRACE DETAILS ITEM 1. GENERAL CONDITIONS AND SITE MOBILIZATION,, INCL. COORD.W/OTHER CONTRACTS 8. THE CONTRA,�TOR IS RESPONSIBLE FOR FILING APPLICATION AND OBTAINING PERMITS FOR . E- 5 65 OF 66 FIRE ALARM, EMERGENCY AND 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO SCAFOLDING, ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO A 6.1 33 OF 66 DOOR SCHEDULE AND DETAILS TELECOMMUNICATIONS LAYOUT 53095 Main Road A 6.2 34 OF 66 DOOR DETAILS Southold,NY,11971 ENSURE SAFETY OF OPERATION. E-6 66 OF fib LIGHTING LAYOUT T:631 7651800 CIVIL AND SITE WORK: CONTRACT WORK. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE A 7.1 35 OF 66 WINDOW"'SCHEDULE&DETAILS TOTAL PAGES=66 ITEM 2A DEMOLITION AREA"A" FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN R A 7.2 36 OF 66 WINDOW'DETAILS Scott RusseSl,Supervisor ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. 9. PANIC HARDWARE INSTALLED UNDER THIS CONTRACT SHALL BE AS PER SECTION 1003.3.1:9 Louisa P.Evans,Town Justice ITEM 2B DEMOLITION AREA"B" (NYSBC)AND BE PART OF APPROVED TESTED ASSEMBLY. A 7.3 37 OF 66 WINDOW OET`AILS 2 William P Edwards,Councilman ITEM 3 SITE PREPARATION, UNCLASSIFIED EXCAVATION&EMBANKMENT '-6' ` Albert J Krupski Jr,Councilman A 8.1 38 OF 66 PERGOLA'DETAILS Thomas H.Wickham,Councilman ITEM 4 SITE DRAINAGE: 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE 10. THE EXIT LIGHTING INSTALLED UNDER THIS CONTRACT SHALL BE AS PER SECTION 1003.2.11 A 8.2 39 OF 66 CAT FURNITURE DETAILS Daniel C.Ross,Counciln m Elizabeth A Neville,Town Clerk FOLLOWING CONDITIONS: (NYSBC). Patnela A.Finnegan,Town Attorney ITEM 5 CONCRETE CURB Highways Harris,Superintendent to lHig ITEM 6 REINFORCED CONCRETE SIDEWALK(INCL. TACTILE PANELS) a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO James Petet ITEM 7 6" REINFORCED CONCRETE SLAB PERFORM THE CONTRACT WORK. 11. THE EXIT SIGNAGE INSTALLED UNDER THIS CONTRACT SHALL BE AS PER SECTION 2702.2.3 Richter,R er town Engineer ITEM 8 COMPACTED RECYCLED COCNCRETE AGGREGATE(RCA)SUBBASE b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. (NYSBC). ITEM 9 BUILDING SANITARY SYSTEM(OUTSIDE BLDG.)ITEM 10 CONCRETE F TOPSOIL LAYER 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 12. EMERGENGY POWER, IF REQUIRED, UNDER THIS CONTRACT SHALL BE INSTALLED AS PER THE ITEM 11 C WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF NYSBC. WINDOW NOTES: ITEM 12 3" HIGH WHITEE PICKET FENCE BOLLARDS TS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE.ALIGNMENTS 1. ALL WORK IS TO CONFORMI�O ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, IC _... INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY RY FOR PROPER AND ACCEPTABLE NYS. DEPT, OF LABOR, ANIMAL SHELTER BUILDING CONSTRUCTION CONTROLLED :NSPECTIONS: REGULATIONS, NBFU AND U-YILITY CODES, OSHA CODES AND NYS BUILDING CODES. ITEM 13 ANIMAL SHELTER NEW BUILDING CONSTRUCTION CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND A. FOUNDATIONS, SLABS ON GRADE, CMU AND NRG CMU WALLS, FRAMED WHERE INDICATED CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN CONTROLLED 1NS?E% "T`IONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT.AND THE 120 MPH 3 SEC. GUSTS: .. SOUTHOLD BUILDING DEPARTMENT REINFORCEMENTS NEEDED FOR STRUCTURE AND EQUIPMENT SUPPORTS. MASONRY TO HAVE SPECIFIED OR INDICATED. 3. SAFETY GLASS REQUIRED I'N'ACCORDANCE WITH NYSBC SECTIONS 714-2.6, 714.3, AND 2406. ADDITIVE FOR WATE=RPROOFING. ` 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. ARE WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS E INDICATED ON DRAWINGS, IT B. EXTERIOR DOORS,'WINDOWS, AND STOREFRONT SYSTEM IN COMPLIANCE WITH LARGE MISSILE 11. THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT 5. INTERIOR WINDOW SILL SiOJLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE IMPACT TESTS AND 120 MPM 3 SEC GUST WIND LOADS. INT. DOORS AND WINDOWS AS SPECIFIED. SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. AS STOOLS. C. FINISHES AS INDICATED ON DRAWINGS STANDAF'.DS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR D. MANUFACTURED CABINETRY AND CUSTOM CABINETRY AS INDICATED ON DRAWINGS. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, DOOR NOTES: MEP and Supervising Engineer. P g E. EQUIPMENT AS SPECIFIED ON DV'JGS., INCL. BUT NOT LIMITED TO, DISHWASHER,WASHING AND 1. ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS, AS PER ANSI 117.1 DESIGN LEARNED INC. DRYING MACHINES. 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS ' 2. THE HARDWARE FOR EXTERIOR CORRIDOR AND LOOBY DOORS SHALL HAVE PANIC HARDWARE AND PER SPECIFICATIONS. 114-116 Main Street F. SHELVING AND PALLET SYSTEMS ALL DOORS SHALL HAVE HANDICAPPED ACCESSIBLE HARDWARE. Norwich,CT06MO G. INTERRIOR SIGNAGE, PIN AND DISPLAY BOARDS AS INDICATED ON DRAWINGS 11 H. BATHROOM AND SHOWER3. ALL EXTERIOR DOORS'WITH-GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH T 860 889 7078 I ACCESSORIES AS INDICATED ON DRAWINGS. 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS 3 SEC. GUSTS. Architect: ARE SHOWN AS NOMINAL SIZE.ITEM 14 BUILDING KENNEL UNITS U 4. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406(NYSBC). STUDIO O A/B ARCHITECTS ITEM 15 ANIMAL EQUIPMENT& FURNISHINGS Newyork,119s7 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, 24190 Main Road,°nent ITEM 16 EPDXY FLOOR AND WALL COATING PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, OTHER NOTES: 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE, PANEL,AND STEEL NOTES AND TESTS. T:631 323 1426 THE C3'dVNE RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY OF THE ITEMS ABOVE FROM THE 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS 2. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR RELATED NOTES. Structural Engineer.• REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. ALSO COMPLY ISLA ENGINEERING SERVICE CONTRACT. WITH SECTION 1900 OF THE SPECIFICATION. S CE CO. 12 Br Centra Lane THE FOLLOW ITEMS ARE BY OTHERS AND WILL BE COORDINATED: SYMBOLS: ABBREVIATIONS Brookhaven,n,NY NY11719 1 PERIM; TER CHAIN LINK FENCE 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, T:631 286 7448 2 PRECA`..T CONCRETE RETAINING WALL BLOCK AT SIT7 PERIMETER AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY ACO ANIMAL CONTROL OFFICER UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY H OR HT HEIGHT Civil: 3 CHAIN � N� FENCES AND GATES OUTSIDE THE BUILDING ENVELOPE Dr-.TALI & SHEET NUMBER 06 DOOR NUMBER AFF ABOVE FINISHED FLOOR H.P. HIGH POINT ALUM. ALUMINUM JAMES A. RICHTER 4 VEI-11CUL..'aR ENTRANCE GATE. (PROVIDE ELECTRIC SERVICE IN CONTRACT) HRDWD HARDWOOD 17. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND & AND TOWN OF SOUTHOLD 5 OUTSIDE RUNS AND PLAY AREAS NOT ATTACHED TO KENNELS, INCL. SHADE STRUCTURES 3 SECTION & SHEET NUMBER WINDOW NUMBER APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND 53095 Main Road ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. AIR CONDITIONING Southold,NY,11971 6 TREES, PLANTING, GROUND COVER AND SEEDING i ARCH. ARCHITECT T:6317651560 ! 2 2 @ AT HORZ. HORIZONTAL BENCHES 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, ICMU INSULATED CONCRETE MASONRY UNIT 8 FLAGPOLES SECURE AND PAY FOR REQUIRED INSPECTIONS PERMITS FEES LICENSE AND INSPECTIONS ° " 3 1 A.08�3 ELEVATION & SHEET NUMBER 215 ROOM NUMBER BLD'G BUILDING 10 SHEDS AND ACCESSORY STRUCTURES { ) A,�, INSUL. INSULATION NECESSARY.FatR THE PROPER EXECUTION OF THE WORK. 4 4 B.O. BOTTOM OF INT. INTERIOR 11 ASPHALT PAVEMENT C.I. CAST IRON 12 LEACHII"JG POOLS IDENTIFIED AS N.I.C. ON CIVIL DWGS 19. STRUCTURAL STABILITY PLAN ALONG WITH SITE SAFELY PLANS SHALL BE SUBMITTED BY THE 19 FIXTURE NUMBER CL CENTER LINE L.F. LINEAR FOOT L.P. LOW POINT CONTRACTOR AND APPROVED BY THE TOWN PRIOR TO THE START OF WORK. CLG. CEILING MAT. MATERIAL SEE ELECTRICAL, MECHANICAL. AND PLUMBING DRAWINGS FOR FULL SYSTEM REQUIREMENTS AND CLO. CLOSET CONTENTS OF CONTRA("I-S B,C,AND D. MAX. MAXIMUM O3 SINGNAGE NUMBER CMU CONCRETE MASONRY UNIT 20. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE MECH. MECHANICAL NOTE: THE CONSTRUCTION WILL BE PHASED SO THAT OPERATION OF THE EXISTING SHELTER IS COL. COLUMN CONTINUOUS. CONTRACT DOCUMENTS. CONIC. MIN. MINIMUM MIN. CONT. CONTINUOUS CONCRETE MOUNTED Y 21. COPYRIGHT©2007, STUDIO A/B ARCHITECTS C.J. CONTROL JOINT MTL METAL ALTERNATIVES THE ARCHTECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHTECTS AND HOLTON POINT COs4. CORRIDOR N.I.C. NOT IN CONTRACT LOCATION MAP NO. NUMBER THE FOLLOWING ARE ALTERNATE BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY MAY CU.FT. CUBIC FEET NOM. NOMINAL SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE CLIENT WILL DECIDE FINAL INCLUSION OR NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, ��� , CU.YD. CUBIC YARD NTS. NOT TO SCALE NOT IN CONTRACT. PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. ��� So�° DET DETAIL PLY PLYWOOD ALT. 1 PAVERS INSTEAD OF CONCRETE SIDEWALK LONG ISLAND SOUND ���° DIA. DIAMETER DIM. DIMENSION O.C. ON CENTER ALT. 2 ASPHALT SHINGLE ROOF WITH UNDERLAYMENT AND ICE SHIELD TO REPLACE METAL R RADIUS DIMMER RAIL'G ROOFING DIM DI 5P°�° ,/� RAILING ALT. 3 STAINLESS STEEL. COUNTER INSTEAD OF LAMINATE IN ANIMAL AND PREP ROOMS. ��+ ��7- DR. DOOR RF_INF. REINFORCING c•J DWG DRAWING ALT. 4 SUBSTITUTE 1" PYROCK ACOUSTEMENT 40 ON 1/2" HARDI BACKER BOARD BY JAMES HARDIE E.J. EXPANSION JOINT R.D. ROOF DRAIN CO. FOR ACOUSTICAL TREATMENT SPECIFIED. � , TH L ELEV. ELEVATION READ. REQUIRED ALT. 5 SCREENED SUBANGULAR STONE PAVEMENT <• RM ROOM ��•-'•' - ,." � a ELEC. ELECTRIC r" I-IONS � o E�°P ENT. ENTRY SF SQUARE FEET �_ M,°� SIM. SIMILAR Or✓ \° � Ed. EQUAL SPEC. SPECIFICATION EQUIP. EQUIPMENT THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES FOR EACH ITEM. /� SOUTHOLD BAY S.S. STAINLESS STEEL THE CLIENT WILL DECIDE FINAL INCLUSION OR NOT IN CONTRACT. = �a°� D EXIST. EXISTING STD TITLE SHEET J X��ECONIC `"� FF`T FINISHED STL• STEEL DARD SITE SAFETY AND PROTECTION NOTES: o �L• TELEPHONE OPT. 1 BI_UESTONE GRAVEL PATHWAYS 4 FIN. FINISH OR FINISHED TE OPT. 2 PERGOLA THICKNESS OPT. 3 CHANGE IN AREA OF EPDXY FLOCR:/WALL COATING (SQ. FT. PRICE) 1. SUBMIT TO THE TOWN FOR REVIEW A SITE SAFETY PLAN(S) PREPARED AND SIGNED BY A s FL. FLOOR T.O. TOP OF FLASH'G FLASHING OPT. 4 DELETE CLEAR MASONRY COATING (EXT.)AND INT. (SQ. FT.) LICENSED SITE SAFETY MANAGER. THE PLAN(S) SHALL BE COMPLETE, REFLECTING THE ENTIRE TYP. TYPICAL OPT. 5 INCREASE OR DECREASE THE LENGTH OF THE KENNEL WING IN 4'DEEP, FULL WIDTH SITE AND SHALL SHOW ANY PHASED PROTECTION. F.P. FIRE PROOFING U,O.N. FEET UNLESS OTHERWISE NOTED INCREMENTS. AST CUT HO E GA GAUGE V.I.F. VERIFY IN FIELD date: 1/31/0; OPT. 6 CAT BOX FURNITURE 2. THE SITE SAFETY PLAN(S) SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, NOTES, EGRESS, GALV. GALVANIZED W WIDTH ,• OPT. 7 SIGNS AS IDENTIFIED IN SIGN SCHEDULES ON A1.4 SCAFFOLDING, FIRE PROTECTION ETC. THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION '�,' G.C. GENERAL CONTRACTOR W/ WITH revision: 12/20/05 HOG NECK BAY WD WOOD OPT. 8 REMOVE CLASSROOM (12) FROM SCOPE OF WORK, ELIMINATE DOORS#4, 5 24 AND BETWEEN THE EXISTING SHELTER, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION it GL. GLASS WINDOW 11. MOVE WINDOW 10 TO END OF C2. REMOVE HVAC, ELECT AND PLUMBING PROCESS. ! GWB GYPSUM WALL BOARD WR. GWB WATER RESISTANT GYPSUM WORK IN ROOM 12. MAINTAIN GABLE ON NEW WALL ELEVATION. SITE LOCATION WALL BOARD OPT. 9 ADD/DELETE WINDOWS OR SKYLIGHTS 3. NO WORK IS TO PROCEED UNTIL SITE SAFETY PLANS ARE APPROVED BY THE TOWN. T001 01of6E SOUTHOLD TOWN ANIMAL SHELTER GENERAL NOTES: 1.BUILDING USE: GROUP B BUSINESS 2.BUILDING TYPE IS TYPE III B 3.AS PER TABLE 503,HT.LIMITATION IS 4 STORIES,ACTUAL=1 STORY 4.AS PER TABLE 503,AREA LIMITATION IS 19,000 SF,ACTUAL=7,060 SF 5.FIRE SEPARATION FROM BOUNDARY IS 107',39'TO HIGHWAY YARD NO FIRE-RESISTANCE RATING IS REQUIRED AS PER TABLE 602 6.MAXIMUM HEIGHT OF BUILDING IS 16'(RIDGE 21'), LESS THAN 35'OF SOUTHOLD ZONING CODE. 7.BUILDING HAS SPRINKLER FIRE SUPPRESSION SYSTEM THROUGHOUT. OCCUPANCY LOAD: "1 NET AREA/ OCCUP project #0503 RM# ROOM NAME NET AREA OCC GRP PERSON*3 LOAD 01 ENTRY 59 N/A N/A 0 SITE: 02 LOBBY 230 BUS 100 4 "2 PECONIC LANE 03 CAT HEALTHY 86 INST 240 1 04 CAT ROOM 176 INST 240 2 "2 PECONIC, NY 11958 04A CAT PORCH 84 INST 240 1 w 05 CAT PREP 102 BUS 100 2 06 CAT ROOM 183 INST 240 2 *2 SCTM #: ay 06A CAT PORCH 86 INST 240 1 j� 07 GET ACQUAINTED 82 BUS 100 2 "2 1000-75-05-14.1 M _j 08 PUPPY 72 BUS 100 1 09 OFFICE 287 BUS 100 6 "2 KENNEL KENNEL 10 MEN'SROOM 475 N/A N/A D 11 WOMEN'S ROOM 47.5 N/A N/A 0 12 CLASSROOM 393 CLASSRM 20 20 13 STAFF SHOWER 33 N/A N/A 0 16 17 14 STAFF 101 LOCKER 50 3 15 KENNEL 199 INST 240 1 16 KENNEL 444 INST 240 2 16A OUTDOOR RUN 244 N/A N/A 0 17 KENNEL 515 INST 240 3 17A OUTDOOR RUN 244 N/A N/A 0 18 PREP AND LAUNDRY 218 BUS 100 3 19 STORAGE 227 STOR 300 1 20 STORAGE 169 STOR 300 1 21 JANITOR'S CLOSET 34 STOR 300 1 Owner: 22 PLUMBING MECH 91 MECH 300 1 TOWN OF SOUTHOLD 10'-5 23 GROOMING 152 BUS 100 2 7 14'-10" - 24 SICK CATS 97 INST 240 1 53095 Main Road 25 ISOLATION 106 INST 240 1 Southold,NY,11971 � PREP 26 TREATMENT 137 INST 240 1 T:631 765 1800 19 27 ELECTRICAL 47 MECH 300 1 Scott A Russell,Supervisor 3'4" 28 HOLD/ACO 111 INST 24D 1 Louisa P.Evans,Town Jus4ce 1 0 William P Edwards,Councilman 1�j 29 DROP-OFF LOBBY 128 BUS 100 2 Albert J Krupski Jr,Councilman Clol I CORRIDOR 426 N/A N/A 0 Thomas H.Wickham,Councilman 3 '-1 C2 CLASSRM CORRIDOR 65 N/A N/A 0 Daniel C Ross,Councilman Elizabeth A Neville,Town Clerk C2A CLOSET 24 N/A N/A 0' Patricia A.Finnegan,Town Attomeym 18 C3 CORRIDOR 132 N/A N/A 0 Peter W Has,Superintendent of Highways �5a C4 CORRIDOR 151 N/A N/A 0 James A.Richter,R A.Town Engineer LAUNDRY STORAG E ENTRY CANOPY 68 N/A N/A 0 KENNEL 20 TOTAL OCCUPANCY LOAD: 67 22 21 a *1 KEY- CD JA P MECH „� BUS --BUSINESS ch M CLASSRM—CLASSROOM STAFF INST --INSTITUTIONAL MECH --MECHANICAL CD7?. STOR .-STORAGE _ 14 23' 1" 7'6„ NIA --NOTAPPLICABLE 2 ACTUAL(SEATS)OR ANTICIPATED USE RATHER THAN CHART VALUES WERE USED. O "4 C3 25'-1 11 13- - CLO. 23 24 MAXIMUM TRAVEL DISTANCES: 0 SICK C T MAX ACTUAL DISTANCE TO: DIRECT MEP and Supervising Engineer. 12 25 RM# ROOM NAME TRAVEL*1 0-1 D-3 D-7 D-11 0-10 D-13 ACCESS DESIGN LEARNED INC. 01 ENTRY NIA 02— 1 10" CLASSROOM 26 03 CART HEALTHY 200 31'200 41' D 3 Norwich,CT06360 114-116 Main Street ISO 04 CAT ROOM 200 4B' T:860 889 7078 th C2 a 04A CAT PORCH 200 54' GROO 05 CAT PREP 200 44' Architect: 1 "� Ofi CAT ROOM 200 4' STUDIO A/B ARCHITECTS 5 229 ° in EXAM 6" 27 OfiA CAT PORCH 200 4' 24190 Main Road,Orient 07 GET ACQUAINTED 200 47' 10 � New York,11957 11 O 1N ELECT. 06 OFFICE 200 200 41' T:6313231426 O m 38' I_TI 10 MEN'S ROOM 200 63' 72' 60, Structural Engineer. 11 WOMEN'S ROOM 200 67' 76' 64' ❑ O 12 CLASSROOM 200 83' 92' 82' D-4,D-5 ISLA ENGINEERING SERVICE CO. 07 08 L11 h 13 STAFF SHOWER 200 51, 12 Centralwoods Lane 28 14 STAFF 200 46' D-6 Brookhaven,NY 11719 ® GC ,g„ OFFICE 09 C4 � 15 KENNEL 200 46' T:6312867448 CQ. ❑ - N13, 16 KENNEL 200 59' p g ^IV,/. 16A OUTDOOR RUN 200 1, ❑ PUPPY _ -2" 12 17 KENNEL 20D sa' D-9 .'` LD/A 17A OUTDOOR RUN 200 JAMES A. RICHTER moo. O 1r0� O F �j s 12 18 PREP AND LAUNDRY 200 38' TOWN OF SOUTHOLD 1�, 19 STORAGE 200 51, D-10 53095 Main Road 1T-7" O O 20 STORAGE 20D 34' D 5 Southold,NY,11971 3 200 29' T:631 765 1560 O N 29 22 PLUMBING MEOCH� 200 20' LOBBY 02 �5'-9' 3 O 2 GROOMING 200 48' 13 D 24 SICK CATS 200 27' C� -g„ � •_g.v DROP-OFF 25 ISOLATION zoo 27' 26 TREATMENT 200 34' 43' 5 01 LOBBY 27 ELECTRICAL 200 29' 28 HOLD/ACO 200 31' D-12 29 DROP-OFF LOBBY 200 16' NOTE: 06 ^ q 04 MAXIMUM TRAVEL DISTANCE = 92' COMPLIES CAT "1 AS PER TABLE 100424,NOTE THAT WITH SPRINKLER,THE TRAVEL DISTANCE INCREASES TO 300. '-5" CAT 03 �3=9N EGRESS NOTES: 1.TOTAL EXITS FOR BUILDING REQUIRED=2 AS PER TABLE 1005.2.1 AND TABLE 10052-2 BU DIN PROYIDES 4 CORRIDOR EXIT$IN _ADDITION TO 8 DOOR_S GIVING DIRECT ACCESS TO THE-n(TmiOR FROM INDIIVDUALROOMS. 2.AS PER 1003.2.3 EGRESS COMPONENT WIDTH IS: WITH SPRINKLER SYSTEM EGRESS COMPONENT WIDTHS=.15"/OCCUPANT 06A �` O 04A WHOLE-TOTAL BUILDING OCCUR ED IS LOAD:=67 5 A SINGLE 36"DOOR MEETS FULL LOAD CAPACITY 3.DOOR WIDTHS:36-48"COMPLIES 4.AS PER 1004.3.2 MINIMUM CORRIDOR SIZE:44"WITH REDUCTION TO 36"IN AREAS WITH OCCUPANCY LOAD LESS�Tt/qN 50.NARROWEST CORRIDOR IS 54" WIDE,WITH MOST BEING 60 '- 5.AS PER TABLE 1004.3.2.1-FI RE-RESISTANT RATING NOT REQUIRED FOR EGRESS PLAN CORRIDORS IN B OCCUPANCY WHEN SPRINKLERED. 6.MAXIMUM DEAD END PERMITTED IS 50'AS PER 1004.3.2.3.MAXIMUM DEAD END IS LESS THAN 11'. COMPLIES. 1 EGRESS PLAN date: 1/31/07 revision: scale: 1/8"=1'-0" - G . 001 02 of 66 SOUTHOLD TOWN ANIMAL SHELTER SOUTHOLD TOWN HIGHWAY DEPARTMENT VEHICLE & MAINTENANCE YARD TO REMAIN XISTING TREE -GRASS project #0503 • \ OUTSIDE RUN 15'X 15' FARMYARD • STALLS PECONIC LANE PECONIC, NY 11958 +30'1 RASS • �' '; ,,. 1000-75-05-14.1 :, 0 ;' �',f,''. �•'`' FERAL •:�s�' ,-..: O ;: CATS,N.I.C. ".,':0 TSIGE RUN •••r'_ ' ��;�•'^::•�;� FH 40' 40 :.:HV�X ?,t:;t� . :i;? ,BASS -GRASS CONCRETE WALKWAY , 0 .`-"��ty .te�+��rit:e..i 4� �,• (TYP.) !; •. .:r : FENCE AND GATE .: ^` C) TRASH, • 'N.LC; RASE 'Y'- •.: it. -GRASS • SOUTHOLD TOWN HIGHWAY DEPARTMENT • \ t' \—FENCE :+'.• V AND :.: GATE 4• LUE STONE -y ~ OUTSIDER GRAVEL WALKWAY(TYP), •^ ','I, .i =r i..'�:' Owner.• OPTION "..' :! •' �'ii. '~ f' 20'x 30' s'` FENCE AND GATE •�y?•'� FUTURE °• ? ' EXPANSION ���• ';:a':o TOWN OF SOUTHOLD :, GRASS •"' • ` ti , *'C DELIVERY South Main Road V-FENCE AND GATE +,.•r .+, Southold ii NY,0 971 RCA GRAVEL - Scott A Russell,Supervisor .',:•;A , �•.: :.µ " C \ DRIVEWAY SOUTHOLD TOWN D SIDERUN �` "' ' ,-BOLLARD \ +30'-2" EXISTING TREE + p� Louisa P.Evans,Town Justice William P Edwards,Councilman Albert J Krupski Jr,Councilman 20 x20 • + VEHICLE & _ Thomas H.Wickham,Councilman i::a•::y^ �; t••6 r• +;, `,'.8•. 1 Daniel C.Ross,Councilman s .; N AI N Elizabeth A Neville Town le 97). ,. �:, ,. M TENANCE YARD c ru CENT .,' Eck�D�'�RV': M1t �. �, DOG EXERCISE , Finnegan, own Attome;.,^ i, Patricia A.Finn ga T y .t..,�� GARDEN TO REMAIN PATH,NJ.C. •.•- I Peter W.Harris,Superintendent of Highways ,':Y!s'.:•'•••:•• �.LC. FENCE AND GATE .•,f,.w Y;�.ti ` 9 James A-Richter,R A.Town Engineer ROPOS ' CENT I QUIPMENT SERVIC E AREA,TYP. BUILDING 1 •�:ti:fr^.•'�T' GARDEN _J p.•:•• ECHANICAL EQUIPMENT ..•'• N.LC. - -- -- --- I ON CONC.PAD,TYP. OGSHADE, ❑� 1 'r::•.a- �. }.• ERIMETER FENCE, I OUTSIDE `. (TYP.) ". RUN i..• a 25'X 25' BENCH,N.I C. . ".' r' ?. •.? :.: (TYP.) 1 a„ 29'-8"..'•' •�' -f••: ACO DROP OFF n t ' '• +;•`*•ENTRY �•'r ;:a `:s.:,.:; q ;•.i: EXI TIN UILDING RASS -jr; .,Y. qf?:;• ASONRYWALL EXIST NG RUN I CN •a• :i;,t.+ RASS •O :!. •��+:�' ONCRETE GRASS. J )w- %' WALKWAY(TYP) ECURITYGATE EXISTING BUILDING I r, �..y.t. a'• . is •� ��+�, ,�• �,+. .PUBLIC UB-ANGULAR STOVE GRAVEL(TYP.),OPTION \ -.--c RASS r r + ;r • -- --- _ Q .' :y:.:. --�- F- MEP and Supervising Engineer. 10 ' ;^,~'f r' ,-•; .'::% :; ` , EXI TING IMPOUND AREA DESIGN LEARNED INC. ASONRY WALL114-116 Main,•[i.; -GLASS OUTSIDE RUN, t:,=,, ='••..; 36"PICKET FENCE Norwich,CT06360t \ 15'X 15' FLAG POLES ,;,•:?, •,: &GATE NIC T 860 889 7078 �'.;•s 36"PICKET FENCE a GATE Architect: OUTSIDE TRAINING l•= +30'-0" STUDIO A/B ARCHITECTS t ,;.. AREA T >:.. : :•'^+:':",'>', •!: 'r;I:�f+.~•� ,s�'= +� ••�����,��• ..�.•�t:�•'>•• ` - 24190ManRoad,Orient A PARKIN SIGN t New York,1 'rr• 1957 _ T:631 323 142626 f' ONTRO JOINT @6'0-C.,TYP. #r 7 Structural Engineer: ISLA ENGINEERING SERVICE CO. XPANSI N JOINT, 30'O.C.TY . POLI E DEPART ENT ;.` ods RASS :O Br Ckhav n,NY Lane r.• Br 631 286 7448 11719 . t. ?•h`,' OUTSIDE OUTSIDE 5'— 10 -10'TYP I �— civil.. IVII. Y_d•;;-:. RUN RUN +� s I +29.0" JAMES A. RICHTER i..;, 26'X25' ..•'•",{i:• 26'X385' a N I TOWN OF SOUTHOLD ASPHALT ` ,+', �: !.�4;: •�::j.. ,.. !„ RCA BASE COURSE ?�.-�•��.;}��:a. „:�• .' (RCA BASE COURSE I.C.,ASPHALT N.I C) .: :ti r,:`,i:,F „ ' :e•s�•4 :.Y• I GRAVEL T:631 765 1560 53095 Main d Southold,NY,11971 Z.:•• � �}•,.t PLANTED BUFFER N.I.C. FJ 0 Z MAIN ROAD STA 35'OF EXIST.ANIMAL L SHELTER TO BE m DEDICATED TO POLICE C N IMPOUNDAREA NOTE: � m n LOCATION MAP rn 2 N NOT TO SCALE EXISTING IMPOUND AREA EXISTING PARKING AND ACCESS TO SHELTER TO BE REMOVED FROM THIS AREA KEY —+--•--- CHAIN LINK FENCE PICKET FENCE SITE PLAN r'�.`t• SUB-ANGULAR STONE :s:';;+• GRAVEL DOG RUNS CONCRETE EXPANSION JOINT WALKWAY(NOTED) CONCRETE CONTROL JOINT •••••••••• BLUE STONE GRAVEL WALKWAY GRASS(NOTED) date: 1/31/07 revision: scale: AS NOTED SITE PLAN AO . 1 13 of 66 N N SOUTHOLD TOWN FINISH SCHEDULE ANIMAL SHELTER INTERIOR FLOOR BASE WALLS WALLS 2 SKYLIGHT CEILING NOTES .y.. :�,:. •, WELLS �r,..� A C D E G H J ROOM ROOM NAME MAT- MAT- MAT- MAT- MAT- MAT- SEE INTERIOR ELEVATIONS # COLOR COLOR-HT COLOR COLOR COLOR COLOR FOR EXTENTS �•r,..'• ;!r 1 ENTRY EP-1 IE11-1, 16" CC-1 GLAZING P-1 (E,W) s s. FOR DWG. PURPOSES 16''4" 38'-$" 2'-10 '-2' EP-1 EBA 16: CC-1 CC-2 P-2 P-1 INCREASE IEB-1TO32"OUTSIDE •••�•.'',. (S,W) (E,N) PUPPY ROOM s? ?. 26'-8 3 CAT ENTRY (N) (E,S.W) - 11 EP-2 IEB-2 16" CC-1 CC-2 p_1 14' 3'-4" 3'-4 14' EP-2 IEB-2 16" C C-1 ) 1 C?2 P-4 P-1 �fr,=►. 4 CAT ROOM N,E,S w ., _ 5 CAT PREP EP-2 IEB-2 16" (E S,W) (N,E.W) P 1 ?•�_ 6 CAT ROOM (N,S,W) (E) P 1 �i .. .; ` N 7 EP-2 IEB-2 16" CC-1 CC-2 `t.. .; �.{ �j } 7 GET ACQ. EP-1 •i 1•' project #0503 ''•'' d 8 9 ll ► a IEB-1,16" CCA CC-2 P-1 •' ,. ~ 4 a• U }} EB 1,32" (N,W) (E) r..'• s •' •. it v ;•. ' • . r 8 PUPPY EP1 IEB-1-32` (N)1 (El 8,W) P-5 P-1 :,i .ia •;, ,�'r, ` • • d 11 . • ••y EP2 IEB-2 16" CC-1 CC-2 :'��� SITE: 9 OFFICE P 3 P-1 (t, S) (E.W) F- �: __ PECONIC LANE � ' PECONIC NY 11958 • - • '• - • 10 MEWS ROOM EP-1 IEB-1 48" (S-1 (E W N) P-1 =__--__--__= PREP 19 • • tl •,• ,. EP-1 IEB-1 48" CC-1 CC-2 •°'• _=z _ _ __= .4 . a 4•'• 11 WOMEN'S ROOM P-1 . d (S) (E.W,N) •' • - • n? •' EP-3 IEB3 24" CCA CC-2 •: a): _- - 1e STORAGE SCTM #. 12 CLASSROOM (N,S,W) (E) AC1 r' ___ • LAUNDRY 4 •'� �•• •' •.e. 13 SHOWER EP-1 IEB-1 16" CC-1 CC-2 P-1 ' �_ 1000-75-05-14.1 (N) (E,S,W) ---__ - _ • _ ► •• • 14 STAFF EP-1 IEB-1 16" CC-1 CC-2 P-1 ,j Ir? -- = 2 22 r• (W,S) (N,E,S) 2 P MECH 4 ••� •' �.• .• a EP-1 IEB-1 80" ACA>80" AC-1 •r V. 15 KENNEL • _ • ' •' • 16 KENNEL EP-3 IEB-3 So- ACA>8W CC-2 AC-1 EP-2 IEB-2 80" AC-1 4': ••••• •.• .• • 17 KENNEL ECN,S)0" (�2 •' CCA CC-2 P-2 =_ r - •' •' - • I 18 PREP EP2 IEB-2 24" (N) (W,E,S) AC-1 • • .'► ••+ i 19 STORAGE EP2 IEB-2 16" P-1 C2 4 KENNEL I� KENNEL O • • i "EP2 IEB-2 24 AC-1 - 20 STORAGE _ • : 35 ; I EP2 IEB-2 24" P-1 11 to o � .4 .' •'• •.d 16 17 '•••••.• ).4 f 21 JANITORIAL CLO C e' ' Ct =_ - '• 22 P MECH EP2 IEB-2 B" P-1 —=n----- Owned • ___ r • • e, I 23 GROOMING EP2 IEB-2 24" CC-1 CC-2 P� AC1 — ------ GETTOWN OF SOUTHOLD (N,S) (W,E) -'•"N------ ACO __- r e' r !t, 53095 Main Road N •' `•1- d -�+-• EP2 IEB-2 24" CCA CC-2 P� AC1 - ------ __= Southold,NY,11971 n • 24 SICK CATS - _—_ _ (N) (W,S,E) -�I------ T:631 765 1800 •' a• IEB_2 80, AGt>80" AC1 --n------ --_ cv "V •: 25 ISOLATION EP2 - - _ __ © Louisa P.Evans,Town Justice 02 29 Scott A Russell,Supervisor • EXAM ROOM EP2 IEB-2 32" CCA CC-2 P-2 A,C-1 -�------ — O 26 --11—_-_-_--- _ - DROP-OFF William P Edwards,Councilman C�- e • w (S) (W,N E) ----- - _�_ - j '' 1Ya LOBBY s _�- LOBBY —_____��+� t; Albert J Krupski Jr,Councilman •• 32 33 27 ELECT. EP2 IEB-2 8" P-1 --�------ ----__ -R; Thomas H.Wickham,Councilman •• - N------ Daniel C Ross,Councilman �'-3�3' Elizabeth A Neville,Towr•Clerk 'c _t• A, 7 ' - 28 HOLDING EP2 IEB-2 80" (E) CC-2 AC1 PatriciaA.Finnegan,TownAttome Peter W Hams,Superintendent of Highways v ro : . • -4" 34= -13' (E) (S,w,N) KEY 9 y M EP1 IEB-1 16" CCA CC-2 AC-1 PA ABOVE DOORS AND 108 ROOM NUMBER James A.Richter,R A.Town Engineer • PREP 29 DROP-OFF LOBBY (S,E) (N) MASONRYWALLS EPDXY FLOORING EP1 9 IEB-116" CC-1 CC-2 P-1/AC-1 AG1 NORTH OF DOOR 28 9 �e e• 3 " 19 1Q G1 CORRIDOR EP1 IEB-132" (!J) c 2 W) IEB-1 32"OUTSIDE PUPPY ROOM ® EPDXY FLOORING EP2 -� 35 ® EP1 IEB-1 16" P-1 EPDXY FLOORING FP3 � t� C-2 CORRIDOR (N,E,S,W) :•;• .. . e• . 31 m cc-1 cc-2 �;•t`•1 ^ : :% '•�' jam. 0 EXPOSED CONCRETE SLAB e _ N C-3 CORRIDOR " is,E) (N,W) ^' •�• 00 EP1 IEB-1 32" AC-1 •'• :•••• 18 STORAGE - cc-2 .:' p FLOOR SLOPE • • O /_�\ C-4 CORRIDOR EP1 IEB-1 32 N,E,5,W AC-1 (�33/) 12"MG ICMU WALL N ,. •• it• 13 ( ) ® 12"STANDARD CMU WALL LAUNDRY M NOTE.ALL INTERIOR SURFACES OF NRG ICMU AND STANDARD CMU TO BE A SMOOTH FACE e � ® e"cMuwALL • KENNEL 31 0 4"CMUWALL • `v EXTERIOR FINISHES T�- FLOOR FINISH PLAN • ALL EXTERIOR FINISHES TO BE NRG ICMU,OR STANDARD CMU AS PER FLOOR PLAN A1.111,SPLIT FACE WITH INTEGRAL 8 _ aN 2 22 1 WATERPROOFING ADDITIVE,EXCEPT: ► 1.ALL SURFACES FACING EXTERIOR KENNELS AND CORRIDOR C1 SERVICE ACCESS TO HAVE A SMOOTH FACE ' •F•-• 2 ALL SURFACES FACING CAT TERRACE INNER SIDES TO HAVE A SMOOTH FACE P MECH " 3.NORTH WALL OF MAIN ENTRY NICHE 01A TO A HAVE SMOOTH FACE O -7'4 a G12 • O 3I 11 3$ 39 2 COATING OPTION ON ALL EXTERIOR CMU TO BE:WRA F-. '. STAFF e '` I _' `° MEP and Supervising Engineer. 29 C� �2-10�-3�`2-10 -3- --7'-Z" 3—�J1' �p oO 3 ENTRY NICHE CEILING AND WALL ABOVE DOORS,CAT TERRACE KNEE WALLS, }"FIBER CEMENT BOARD WITH 1X2 CEDAR 7'�„ �„ .• ; :• . 6: 1-3"3 14 �� �1'_2'3� ^� ,_$"� 11 M ® - BATTEN,BATTEN TOBEFINISHED WITH BLEACHING OIL(P 6) I�l l`— �r 2 4 EAVES SOFFIT AT KENNELS,AT CORRIDOR C-1 AND STAFF ROOM SERVICE ACCESSES,AND AT CAT TERRACES. -'FIBER DESIGN LEARNED INC. CEMENT BOARD FASTENED ON THE BOTTOM SURFACE OF ROOF SHEATHING,WITH EXPOSED RAFTERS BLEACHING OIL P-6 5 NJ1'� M 36 t 38 —� 5 FASCIA BOARD TO BE PLASTIC COMPOSIT LUMBER 1 xX 114-116 Main Street c' Norwich,CT 06360 `* t? 0 14 ROOF PANNEL COLOR TO BE DOVE GRAY BY ENGLERT,OR SIM. T:860 889 7078 O 13 N 6 COLOR OF GUTTER AND LEADER TO BE SLATE GRAY BY METAL-ERA OR SIM. _ 77 m 11 CLO. 28 30 24 41 _ �O `� -===-=___ ___ ----=== =======-===== ====--_____________ Architect: N SICK CATS - STUDIO A/B ARCHITECTS FINISH KEY PRE-FABRICATED GALVANIZED OR New York,11957 25 24190 Main Road,Orient 2 GROOM 42 __= ALUM.CONTROL JOINT/REVEAL, T 831 323 1426 CC) °Q CLASSROOM ir, "' 24 C2 23 M SYMBOL MATERIAL MANU MANU# COLOR NAME/DESCRIPTION NOTES -__ 15 SPACING AS PER MANU.MIN.AS N 'v 3�-26 1 25�-3 C5 `g" 7'-9 12'-1" 26 I` ISO N AC-1 PER CONCRETE Structural Engineer. ACOUSTIC COATING CC OR 1"SONASPRAY FC COLOR 1,ARCTIC WHITE ALSO FOR OPTION PYROK,INC. W1 DURA-K,ANIT-MOL CONCRETE COATING CLEAR ON INTEGRAL RED SUBSTRATE AS PER MANU. ISLA ENGINEERING SERVICE CO. �. I. 23 v CC-1 COLORED CMU BLOCK COLOR:L-2408/975 BURNT TAVERN ROAD(ANCHOR) PREPARE AS PER MANU. 12 Centralwoods Lane 2 �/q 43 27 CLEAR COATING ___ E/�l1M c CONCRETE COATING CLEAR,ON INTEGRALLY COLORED BLOCK COLOR:LIGHT GRAY L-0/ ANCHOR Brookhaven,NY 11719 � 10 LECT• CLEAR COATING g 44 co cc-2 KEV-CARD,INC, KEV-KOTE OR (ANCHOR) 1"MIN.SPRAYED OR TROWELED ACOUSTIC O 11 10 CMU,LIGHT GRAY =_= EXPANSION JOINT T:631 286 7448 I61 c EP1 EPDXY FLOORING AMER.HI-TECH FL INDUSTRIAL EPDXY FL. LIGHT GRAY FLOOR SHALL HAVE INTEGRAL COVE, ® O �] 4 OR EO EXPANSION JT.BRIDGING COATING TO MEET STC RATING Civil. -- - -- -- - - <- - � EP2 EPDXY FLOORING KEV-GARD,INC., KEV-KOTE OR OCHER FLOOR SHALL HAVE INTEGRAL COVE, ___ JAM ES A. RIGHTER AMER.HI-TECH FL. NDUSTRIAL EPDXY FL. EXPANSION JT.BRIDGING --- "J"PLASTER CASING BEAD OR I O N C4 O O � OR EQ. TOWN OF SOUTHOLD g --�— — -- — O7 0 _ 28 i.l =_= REVEAL MOLDING STRIP 53095 Main Road S --� - -- -- 22 $" 5' 6" -'� EP3 EPDXY FLOORING KEV-GARD,INC, KEV-KOTE OR LIGHT GREEN FLOOR SHALL HAVE INTEGRAL COVE, Southold,NY,11971 - •' -- `� ' - 27 Q 2 $„ • AMER-HI-TECH FL. INDUSTRIAL EPDXY FL. EXPANSION JT.BRIDGING T:631 765 1560 _ _ _— �-- — I GET � � �, - 21 OFFICE 09 O 1 v �, OR EQ. CMU WALL AC �' 45 M co co ,l co LD/AGO IEB-i INTEGRATED EPDXY BASE SAME AS FLOOR SAME AS FLOOR LIGHT GRAY EPDXY COATING(KENNELS) —�j --------- CO— 3 2 ih $" rs r� v OR CLEAR SEALER(OTHER 4 _— �!}-------- — I 2Q N 2 - 45 12 -1 IEB-2 INTEGRATED EPDXY BASE SAME AS FLOOR SAME AS FLOOR OCHER ROOMS 00 - p --- - I - 1/2"� 5' 6 O O � IE" INTEGRATED EPDXY BASE SAME AS FLOOR SAME AS FLOOR LIGHT GREEN ) —��----- _ _ -10„ '-8ry O 40 ` ' PERGi�p-ABAV�----- 3 N --fAT MU ---- - - 4" 4" M IM P-1 PAINT BENJAMIN MOORE, ECO SPEC INT.LATEX WHITE PAINT TO BE APPLIED OVER ACOUSTIC COATING DETAIL O O O 47 —1{ SHERWIN WILLIAMS,EQ GGSHELL ENAMEL MANU.RECOM.PRIMER 39 29 © q P-2 PAINT BENJAMIN MOORE, CO SPEC INT.LATEX OCHER PAINT TO BE APPLIED OVER 3"=1'-0" N Q2 SHERWIN WILLIAMS,EQ GGSHELL ENAMEL NOTE: --�-- ----- - - 17 r 1 (SIM BM 2154-30 OR HC-11) MANU. O BEA PRIMER P-3 PAINT ENJAMIN MOORE, CO SPEC INT.LATEX SIENNA PAINT TO BE APPLIED OVER 3 ---�t -------- - OQ OO i 13 DROP-OFF P SHERWIN WILLIAMS,EQ GGSHELL ENAMEL (SIM.TO BM 2171-30) MANU.RECOM.PRIMER --- • i a ' BENJAMIN MOORE, 00 SPEC INT.LATEX GREEN PAINT TO BE APPLIED OVER " LOBBY 01 -'y'•. 1A F;- O LOBBY ASONRYWALL P� PAINT SHERWIN WILLIAMS,EQ EGGSHELL ENAMEL (SIM TO 2031-30 OR 2030-30) MANU.RECOM_PRIMER —1i 2Q ♦ 41 ENJAMIN MOORE, CO SPEC INT LATEX ♦ //i a / '_6" 42 PAINT TO BE APPLIED OVER ♦ /'-6 '2"—,1`-3—q 1 B P 5 PAINT BLUE " -------- - d• ( ) MANU.RECOM-PRIMER ♦ / ♦ d -- ` • a SHERWIN WILLIAMS,EQ GGSHELL ENAMEL SIM TO BM 205950 / WALL COATING -�- ! 'IN / / VARFLOIES, IINTL BASE ELEV HT. G J— -- f — ----- — — 4 4" P� WEATHERED WOOD FIN oo L 16 CAR)T,EQ LEACHING OIL / ' 22 s � � � , DETAIL EDGE AS PER MANU. J, WR-1 EXT.CLEAR CONCRETE KRYTON,TNEMEC HYDROSTOP COATING OPTION 2 \ \ \ DIRECTIONS 2 O - ''6" 15, 28' WATER PROOFING OPTION 2 H R.GRACE OR EQ PRIME-A-PELL ENSURE COMPATABILITY WITH INTEGRAL WATERPROOFING \\\\ \\ \ S O6 19 03 rD Q4 O0 ® \\ \\ \ \\ ROLLED,CONTINUOUS FL/WALLBASE \ \ \ FLOORING SYSTEM 1 NOTE \ \ URETHANE SEALANT � ALL COLORS ARE TO INDICATE RANGE OF CHOICE.ALL FINAL COLOR SELECTION TO BE PAADE BY ARCHITECT WITH THE USE \ \ \ a� N OF SAMPLES ON RELEVANT SUBSTRATE TO BE SUPPLIED BY CONTRACTOR .t Cl) CAT , " CAT \ \ \ \ W/BREAKER TAPE 1, I 17 FILL CRACKS AND PROVIDE UNDERLAYMENT AS RECOMMENDED BY MANU.OF COATING \ \\ \ \ FIBER REINFORCED T O13 PROVIDE REQUIRED PITCHES- BRIDGING 12'-8 2V. �N 15 O 05 14 v KEY FLOORING SYSTEM ♦ + / ". : ` 1/) — Cl) FLOORING SYSTEM "�`f. " .*. t. i .: C/ 1•'• .•' N 4 •' ' / i / / Ste: '.1t�!'•:M'.a. �'- `-'"`�' 89 WINDOW NUMBER FIBER REINFORCE 1 . 4".•.8. O . •.:icl'- BRIDGING • :, 30 DOOR NUMBER r ; REMOLDED FLOOR PLAN ~ •' • a.Ri' 3 •' cp k Y y.. ♦ c 'a/ y ! i' EXP JT MAT. •• . '. GO 108 ROOM NUMBER u� .. _ k k y .. CONCRETE SLAB AND C UR THANE X. y INSULATION v �4( Yk Y .. SEE A4 2 AND STRUCTURAL CO OO PLUMBING FIXTURE PREMOL ,' 1 4'+ x ' Y �• x DWGS FINISH S C H. -PREMOL• ED EXP. FOR WALL,FLOOR AND MASONRY WALL �' '_ I J-1 412 " NRG ICMU WALL Ykk. FOUNDATI GNCOONST. AN '-8" 12'-8" 8"�--1�12 J�M>4TERIAL Y' ' 4'-10" 36'8" SAWCUT SAWCUT SPFROM OPTINUEINOF ULTOTO 1 25'-6" 12 " STANDARD CMU WALL CONTROL JOINT TERMINATION CONFIRM DETAIL WITH FLOORING date: 1/31/07 EVERY 16'EA.DIR. MANU.AND SUBMIT DETAILS 77' 8" CMU WALL CONCRETE SLAB CONCRETE SLAB PeVISiOCI: OPTION 4" CMU WALL FLOORING AT CONTROL JOINTS FLOORING TERMINATION FLOORING DETAIL AT PERIMETER Scale: 1/8"=1'-0" 7 � A B F J PROVIDE EXPANSION JTS AS RECOMMENDED BY 1 FLOOR PLAN FLOORING MANUFACTURER,MIN-EVERY25' Al . 1 14 of 66 SOUTHOLD TOWN ANIMAL SHELTER A C D E G A E G 10 7 7 -S project #0503 SKYLIGHT,TYP. IN KENNEL 106 AND 107 J PROFILE FOR CEILING WITH ACOUSTIC COATING,TYP. SEE DWG 2,4 ON A2.3 FOR SECTIONS SITE: DWG 1 ON A5.3 FOR DETAILS PECONIC LANE SLOPED SOFFIT :4) PECONIC, NY 11958 FIBER CEMENT BOARD.4 SLOPED SOFFIT, 1/4 1/4"FIBER CEMENT BOARD FASTENED BOTTOM OF ROOF SHEATHING FASTENED BOTTOM OF ROOF SHEATHING • W/EXPOSED RAFTERS W/EXPOSED RAFTERS SEE DWG 3 ON A3.1 SCTM SEE DWG 3 ON A3.1 1000-75-05-14.1 FLAT SOFFIT N I I SEE DWG 2,3 ON A5.3 LOPED CEILING SEE DWG 3 ON A3.1 11 • 4 BE W BE W 1^0 —ROOF L S' !k!ti N LAT SOFFIT SEE DWG 2,3 ON A5.3 I I it I ROOF ..7 F LAT SOFFIT HATCHED: SEE DWG 2,3 ON A5.3 8'-2"AFF FLAT SOFFIT,TYP. Owner. 'HERWISE UNLESS NOTED C TOWN OF SOUTHOLD :0 F 53095 Main Road LAT CEILING, Southold,NY,11971 T:631765 1800 DIRECTLY APPLIED ON i-' THE BOTTOM OF CEILING JOISTS, Scott A Russell,Supervisor TYP. UNLESS NOTED OTHERWISE Louisa P.Evans,Town Justice L WlliamP Edwards,Councilman 6 Albert J Krupski Jr,Councilman Thomas H.Wickham,Councilman SLOPED EAVES 0 W/EXPOSED RAFTERS Daniel C Ross,Councilman ol 8L- Elizabeth A Neville,Town Clerk CY) Patricia A.Finnegan,Town Attorney SEE DWG 3 ON A3.1 Peter Harris,Superintendent Highways SKYLIGHT James A Richter,R A.Town Engineer W;PARALLEL LIGHT WELL 4� FOR SECTIONS SEE DWG 8 ON A2.2 AND 2X8 STUDS KNEE WALL,TYP.— DWG 6 ON A5-3— SLOPED EAVES KYLIGHTAND SKYLIGHTAND W/EXPOSED RAFTERS TAPERED LIGHT WELL, TAPERED LIGHT WELL, TYP. SEE DWG 3 ON A3. TYP. t SEE DWG 7 ON A7.3 LO ATTIC,TYP. 14"116 't ;S R ACC 'IDGE ABOVE, ATTIC ACCESS TT R AB L TYP. VE '--�-OPENING AT THE CEILING, ADDER SLOPED EAVES L? 21 —20' W1 EXPOSED RAFTERS TYP. ol -------MASONRY GABLE WALL OPENINGS FOR SERVICE,DUCT PENETRATION AND THE LIKE TO BE DETERMINED,TYP. ?/v MEP and Supervising Engineer. DESIGN LEARNED INC. 5 114-116 Main Street T,860 889 7078 LO n Architect: w STUDIO A/B ARCHITECTS 01 -n 24190 Main Road,Orient LO A Y^7 i;j New York,11957 T:631 323 1426 7-1 lo • CD FC -5/8"GWB ON FC-1 SIDE OF STUDS Structural Engineer. ISLA ENGINEERING SERVICE CO. IT 1 -17 12 Cenlralwoods Lane do • AREA GWB ON CEILING AREA"GWB ON C ING .3 Brookhaven.NY11719 ...... nt' LO • 7'.' ol T:631 286 7448 Civil: F4 JAMES A. RIGHTER 00 TOWN OF SOUTHOLD C14 jti FC- Southold,5 1960 T:631 7 -6- Oi 11971 J 7. L kl—s� �—i 31 AREA GWB N CEILING REA GWB ON CEILING -16-8" ..... 1W F -6 NOTE: C 0 /8"GWB ON BOTH SIDES OF STUDS of R1 3 3 3 (D LAT CEILING,�'FIBER CEMENT BOARD W/1X2 CEDAR BATTEN SEE A5.1 FOR DETAILS W > '-8"AFF MASONRY SOFFIT 10 C0 I < '-6"--;o' LAT SOFFIT 0 W T FIBER CEMENT BOARD SEE A5.1 FOR DETAILS (2 LOPED SOFFIT SLOPED SOFFIT FIBER CEMENT CARD 04 FIBER CEMENT BOARD 'K FASTENED BOTTOM OF ROOF SHEATHING 0 FASTENED BOTTOM OF ROOF SHEATHING W/EXPOSED RAFTERS \1�s I REFLECTED CEILING W/EXPOSED RAFTERS ------ KEY: IRS PLAN 01 - PAINTED GWB, -0 (D-- ATTIC PLAN UNLESS NOTED OTHERWISE DROPPED CEILING,PAINTED GWB,UNLESS NOTED .4 OTHERWISE date: 1/31/07 ACOUSTIC COATING ON revision: 1/2"CEMENT BOARD NOTE: DROPPED CEILING COATED DIMENSIONS FOR THE SKYLIGHT scale: 1/8"=1'-0" W/ACOUSTIC MATERIAL ON LOCATION ARE MEASURED ON 1/2"CEMENT BOARD B.O.RAFTERS REFLECTED CEILING PLAN ATTIC PLAN Q.)-S-EE-ELECTRICAL DRAWING FOR CEILING LIGHTS Al . 2 7 T V"I, 15 of 66 �> �N W �A �� SOUTHOLD TOWN ANIMAL SHELTER A C D E G H J 7 A4.1 00 0 0 DOWN SPOUT: 7 0 0 0 0 ALUMINUM 2"X3"CLOSED FACE project #0503 r 0 0 0 0 INDUSTRIAL DOWN SPOUT _ pro f 0 0 BY METAL-ERA INC.OR EQUAL, ~ SITE: i 0 0 TYP. 0 0 0 0 PECONIC LANE 0 0 PECONIC, NY 11958 METAL STANDING SEAM 0 E0 ROOFING SYSTEM 09T 0 0 GUTTER:2000 SERIES BY--",i 0 0 0 L1 0 SCTM #: N ENGLERT OR EQUAL, METAL-ERA,OR EQUAL ALUMINUM INDUSTRIAL GUTTER IG2 C6 BY SCTM 5-05-14.1 ,TYP. TYP. 0 0 0 0 N 1000- 0 0 0 0 3 4 0 0 0 0 0 w o (D 10 1 0 Q 0 SNOW GUARD: 0 0 SNOBLOX ACE 0 6 GLUED DOWN0 0 L1 4.1 o L1 0 N BY SNOBLOX-SNOJAX 4"PER 12"SLOPE 0 OR EQUAL,TYP. 0 0 TYP. 0 0 w 0 0 0 0 0 0 0 0 0 0 0 Owner.• TOWN OF SOUTHOLD ILI0 0 0 0 53095 Main Road 0 ° Southold,NY,11971 0 � T:631 765 1800 0 0 4 IM. 0 0 Scott A Russell,Supervisor Louisa P.Evans,Town Justice William P Edwards,Councilman 0 0 0 0 0 0 Albert J Krupski Jr,Councilman 6 6 Thomas H.Wickham,Councilman 0 o 0 0 1 0 0 Daniel C Ross,Councilman 4 3 0 0 0 0 0 0 Elizabeth A Neville,Town Clerk 1 Patricia A Finnegan,Town Attorney Peter W Harris,Superintendent of Highways 4.1 A3.1 . 0 ti 0 0 0 p 0 James A.Richter,R.A.Town Engineer 9 0 0 0 a 0 t- 0 0 011 a 0 0 0 iD 0 10' 0 0 0 0 0 a 0 0 � KYLIGHT: VELUX CURB MOUNTED FIXED SKYLIGHT 0 0 0 0 00 0 0 #4646,TYP. 0 0 0 0 0 SEE DWG 17, 18, 19 ON A7.2 FOR DETAILS 0 0 0 0 0 6 0 0 0 0 0 VELUX CURB MOUNTED FIXED SKYLIGHT 3 0 L0 0 0 0 0 #3030,TYP. 8 0 0 o w 0 0 0 SEE DWG 17, 18, 19 ON A7.2 FOR DETAILS AXONCMETRIC VIEW 0 0 0 C� 0 0 0 n 0 a 0 0 0 0 1 0 0 0 6 0 0 0 0 0 4g 0 0 0 0 0 0 0 a 0 0 4 0 20 A 0 MEP and Supervising Engineer. 4 12 � DESIGN LEARNED INC. 0 0 5 114-116 Main Street 5 I - Norwich,CT 06360 T!860 889 7078 "' LO Architect: --E3- 1 - i"4 STUDIO All ARCHITECTS 1� 7 LO 1 1 24190 Main Road,Orient LO 1 4 1 New York,11957 T:631 323 1426 O LO Structural Engineer. ISLA ENGINEERING SERVICE CO. Brookhaven,NY 11719 1 1 p0 12 Centralwoods lane 8 A4.1 3.1 Q' T:631 286 7448 6 4. Civil: JAMES A. RICHTER 4 04 O (V TOWN OF SOUTHOLD O O O O O O 5 n 0 0 0 o L� 1 0 0 e 53095 Mein Road 0 3 0 1 0 a ci 0 0 To 765 uth ld Y.1 971 0 0 0 0 0 0 0 0 0 0 0 0 0 o LO o 6 0 0 0 0 4 0 0 0 a 0 0 0 0 0 0 a 0 0 0 16'-8" fh Ga C0 o0 00 ` 0O G� Ga OO 1 1 0 0 a o w 0 0 0 A 0 0 LO o n 0 0� 0 0 NOTE: 0 0 0 � 0 0 0 3 0 0 0 0� 0 0 0 0 p 0 0 0 0 0 0 CA a I I 0 0 0 0 3 3 DOWN SPOUT: 16'8" 4 2 ALUMINUM 2"X3"CLOSED FACE s INDUSTRIAL DOWN SPOUT 1 A4 BY METAL-ERA INC.OR EQUAL,TYP. 7,8 A4. GUTTER:ALUMINUM INDUSTRIAL GUTTER IG2 C6 BY a L1 METAL-ERA,OR EQUAL,TYP. 4.1 SEE DWG 1 ON A3.1 FOR TYPICAL DETAILS SEE DWG 2 ON AVI FOR DETAILS AT CAT TERRACES SEE DWG 2 ON A3.1 FOR DETAILS AT KENNEL RUNS 4"PER 12"SLOPE 2 TYP. w04 2 2 ROOF PLA N p 2 _� 1 7 4. date: 1/31/07 revision: scale: 1/8"=1'-0" A B F J 1 ROOF PLAN A1 . 3 16 of 66 -' SOUTHOLD TOWN SIGN SCHEDULE CABINETRY, FURNISHING, & MISC. FIXTURES ANIMAL SHELTER INTERIOR ,. ITEM ROOM ITEM MANU. MANLL# Le. DIMENSIONS NOTES SIGN ROOM ROOM NAME TYPE LC-1 SYSTEM SIGN COP:ENTS COMPONENTS # # N',C. # # OPT (Product#reHers Apco Accord 15 series and FullViiew series) 1 15,16,17,28 KENNEL RUNS T-KENNEUSHOR-LINE I C/ COORDINATE,SEE A5.3 1 02/03 CAT ADA ROOM SIGN OPT Accord 15 CATS/BF711-LE END CLIP:SBEC45-S ITE'M 14 7 End Clip System SIGN BAND INSERT SLOT.88451S-210(1 3/4"XB")W/SBADA INSERT LC/ 2 15,16,17 OUTDOOR KENNEL RUNS T-KENNEUSHOR-LINE COORDINATE,SEE A5.3 2 03/04 CAT ADA ROOM SIGN OPT. Accord 15 CATS 1/Bl"AILLE END CLIP:SBEC45-S ITEM 14 7 End Clip System SIGN BAND INSERT SLOT.SE451S-210(1 3/4"X8")W/SBADA INSERT 3 " 5,23,25,28 SINK BASE CABINET MODULAR MILLWORK,EECK I.C. 30"W X'!4"0 2 DOORS, ADJ SHELVES,INCL.HARDWARE 3 03/06 CAT ADA ROOM SIGN OPT. Accord 15 CATS 2J BE+AILLE END CLIP:SBEC45-S 7 End Clip System SIGN BAND INSERT SLOT.SB451S-210(1 3/478")W/SBADA INSERT MODULAR MILLWORK, 4 " 5,1B,26(2) BASE CABINET LC. 3n"W'/24"D 2-DOOR,ADJ.SHELVES,INCL.HDWR., 4 0307 GET ACQUAINTE Exchangable Room OPT, Accord 15 GET AQUAINTED END CLIP:SBEC45-S EECK A-WITH ALL DRAWERS Sign 7 End Clip System SIGN BAND INSERT SLOT.SB451S-210(1 31478")W/SWMS INSERT 5` MODULAR MILLWORK, I.0/ 6'INTEGRAL BACK SPLASH,BACK AND 12 LAMINATE COUNTER 38"X 25"V.I.F. 5 C1/08 PUPPY Exchangable Room OPT. Accord 15 PUPPY END CLIP:SBEC45-S KITCHEN SUPPLY A!-i 3 SIDES Sign 7 End Clip System SIGN BAND INSERT SLOT.SB4518-210(i 3/4"XB")W/SWMS INSERT PENCO CLIPPER CLIPPER, 5 SHELVES,COLOR TBD,ANCHOR TO FL OPT. Accord 15 OFFICE 1 f.;t1AILLE 6 STEEL SHELVING I.C. 3U"W X 18"D X 60"H 5(2),18 OR EQUAL HVY_OUT'! • ► 6 C1/09 OFFICE ADA Room Sign END CLIP:SBEC45-S OR WALL • .4 •,�•.', �.► ,• 7 End Clip System SIGN BAND INSERT SLOT.SE451S-210(1 3/4"X8")W/SBADA INSERT 5(2),18(2), MODULAR MILLWORK, GLASS DOORS,LOCKS,2 ADJ.SHELVES, -- 7 � UPPER CABINETRY I C. 30"W X 30"H X 12-15"D 'A W OPT. Accord 15 CLASSR(::'M SIDE TRACK.SBST195-T, SIGN BAND INSERT SLOT.SB451S-225(2)-1 3/4"X9" 26(2) EECK INCL HARDWARE. A LAMINATE DOORS 7 C1/C2 CLASSRM WING ADA Room Sign • •', ;♦,- :► 7 Side Track System TOILE7url ttPILLE W/SWMS INSERT.AMPB150-225(6"X 9") 14 MODULAR MILLWORK, • 7-A UPPER CABINETRY I.C. '0"W X 30"H X 12-15"D LAMINATE DOORS,2 ADJ.SHELVES, r I.C. Accord 15 MEN SYME°:IL SIDE TRACK:SBST195-T,SIGN BAND:SB150A-150 6"X6", EECK _ INCL HARDWARE • • 8 C2/10 MEN'SROOM ADA Bathroom Sign ( } project #0503 Side Track System MEN/BRAII LE SIGN BAND INSERT SLOT:SB451S-150(1 3/4"X6")W7 SBADA INSERT 4 a p• I.C. Accord 15 WOMEN Sl aBOL SIDE TRACK:SBST195-T,SIGN BAND:SB150A-150(6-XIS"), 9 C2/11 WOMEN'S RM ADA Bathroom Sign ( " )' 5,12,24,26 MODULAR MILLWORK, FOR DOUBLE SINK,2-DOOR,ADJ SHELVES,HDWR. • ►, :♦ - :► Side Track System WOMEN.8a11LLE SIGN BAND INSERT SLOT:SB451S-150(1 3/4"X6")W/SBADA INSERT g SINK BASE CABINETRY EECK I C 3fi"W X 24"D CUTS REQ'D FOR RM 18 • " 10 C2/12 Exchangable Room OPT. Accord 15 CLASS RC:.MBRAILLE SIDE TRACK.SBST195-T, SIGN BAND INSERT SLOT.SB451S-225(1 3/4"X9") - SITE: CLASSROOM 19(3) PALLET RACK PENCO KEYSTO�_ I.C. 4'X 4'X 6'H FL.MT/ANCHORS,FINISH 028 GRAY BAKED •.� • . i.► ,• , Sign w/pin-up bd 7 Side Track System W/SWMS INSERT,MINI PINBOARD'AMPB15Q225!6"X 9") 93 UNITS PECON IC LANE 4 5O PAL RACK ( ) ENAMEL W/PLYWD SUPPORTS FOR 3/4' a e' 4• ADA Room Sin OPT. Accord 15 STAFF!ES WLLE END CLIP:SBEC45-S • . 11 C1/14 STAFF g DECK ON 1 5 8"STEP BEAMS,PROVIDE 15 PECON IC, NY 11958 • •; ;♦ :► 7 End Clip System SIGN BAND INSERT SLOT S8451S-210(1 3/4"X8'}W/SBADA INSERT r PLYWD SHELVES,2 COATS POLYURETHANE ADA Room Sin OPT. Accord 15 END CLIP'SBEC45-S 12 14/13 SHOWER g SHOWER!BRAILLE HVY.D 3. - 61 H X 24"D X 5 SHELVES,COLOR TBD,ANCHOR TO FL 7 End Clip System SIGN BAND INSERT SLOT.SB451S-210(1 3/4"X8")WI SBADA INSERT 10 19(3) SHELVING F PENCO (% ••4 .; •.�..•. 68 (TYP} 68 (TYP} •'••:.• •• � ' HVY.Dui' so"H OR WALL Q 13 C1/15 KENNEL ADA Room Sign OPT Accord 15 KENNEL 1 !BRAILLE END CLIP:SBEC45-S ^+ i 7 End Clip System SIGN BAND INSERT SLOT:SO451S-210(1 3/4"X8")W/SBADA INSERT 11" 28 LAMINATE BOUNTERTOP MODULAR MILLWORK i• / 96"X 25"V.I.F. 6"INTEGRAL BACK SPLASH,BACK AND S e.TM #: •• •• '•' •♦•- •.` OR KITCHEN SUPPLY ALT3 RIGHT SIDE ADA Room Sin OPT. Accord 15 END CLIP:SBEC45-3 1000-75-05-14.1 r• ♦ 14 C1/16 KENNEL 9 KENNEL 2 BRAILLE 26 SS MEDICAL CABINET, s I.C./ SS 2-DOOR,LOCKS,INCL.NARCOTIC 7 End Clip System SIGN BAND INSERT SLOT:SB451S-210(1 3/4"X8")W/SBADA INSERT 12 TRISTAR OR EQ. 700-2 38"W X 72"H X 24"D SAFE • •':. hh NARCOTICS SAFE IT'FM 15 a 1 1 1►' L 15 C1/17 KENNEL ADA Room Sign OPT. Accord 15 KENNEL 3,BRAILLE END CLIP.SBEC45-S 4 , OTYP O ;� 7 End Clip System SIGN BAND INSERT SLOT:SB451S-210(1 3/4"XB")W/SBADA INSERT 13 26 SS FLAT TOP SURGERY TABLE SHOR-LINE OR EQ- 03 3020 0r i reM 15 60"LONG INCL.RESTRAINT ATTACHMENT r ♦ 16 C1/18 PREP ADA Room Sign OPT. Accord 15 " SIDE TRACK.SBST195-T, SIGN BAND INSERT SLOT.S8451S-225(2-1 3/4"X9') I C/ • 49 ; ► 7 End Clip System LAUNDRY' W/SWMS INSERT,MINI PINBOARD'AMPE150-225(6"X 9") 14" 18 LAMINATE COUNTERTOP MODULAR MILLWORK 12'8"X 25"V.I.F. 8`INTEGRAL BACK SPLASH,BACK AND .�" ♦.► •' n OR KITCHEN SUPPLY AI_T3 SIDES p Exchangable Room CPT Accord 15 END CLIP:SBEC45-S a p' 17 C3/23 GROOMING COORDINATE,S5,3 OVER 2,EA.W/CAT Sign 7 End Clip System GROOMItI'i SIGN BAND INSERT SLOT.SB451S-210(1 3/4"X8"}Wl SWMS INSERT 15 24 2 SETS OF 5-UNIT SS CAT SHOR-LINE OR EQ. 902 0105 1!+ Ii-. (2)6'X 29"D X 5'H ' •' •► n,cM 15 SHELF,INCL SS 3"X 5"CARD HOLDER EA. - 18 C3/20 STORAGE Exchangable Room OPT, Accord 15 END CLIP:SBEC45-S CAGES CAGE,STATIONARY PLATFORMS,PVC • Sign 7 End Clip System STORAGE SIGN BAND INSERT SLOT.SB451S-210(1 3/4"X8')Wl SWMS INSERT FLOOR KENNEL KENNEL Accord JANITOR&Q.AILLE END CLIP'SBEC45S 4 a p• Q, 19 C3/21 JAN ADA Room Sign OPT' End Clip System SIGN BAND INSERT SLOT:SB451S-210 1 3/40(8" W/SBADA INSERT 16" 24 KITCHEN SUPPLY I.C.! 6"INTEGRAL BACK SPLASH,BACK AND •, 50 ► 7 P Y ( ) LAMINATE COUNTERTOP ALl 3 72"X25"V.I.F LEFT SIDE,SEE DETAIL r 20 C3/22 P MECH ADA Room Sign OPT. Accord 15 MECHANirkL END CLIP:SBECab-5 24 COUNTERTOP LC! • 7 End Clip System ROOM/BR/:.LE SIGN BAND INSERT SLOT:SB451S-210(1 3/4"XW)W!SBADA INSERT 17 REFRIDGERATOR ITEM 15 4 16 17 ► C4/24 SICK CATS ADA Room Sign OPT. Accord 15 CAT END CLIP.SBEC45-S a 21 7 End Clip System ISOLATIONBRAILLE SIGN BAND INSERT SLOT:SB4515-210(1 3l4"X8")W/SBADA INSERT 18 24 FELINE SCALE TRISTAR OR TS 1500-2( I.C./ AC OR INCL.AC ADAPTOR • •• ' •► SHOR-LINE ITEIU 15 r y 22 C4/25 ISOLATION ADA Room Sign OPT. Accord 15 ISOLATIOLI END CLIP SBEC45S • ; ► 7 End Clip System BRAILLE SIGN BAND INSERT SLOT:SB451S-210(1 3/4"X8")W/SBADA INSERT 19 23 DRYING CAGE SHOR-LINE OR 926 4836 D I.C.! SPACE NEEDED: DOUBLE FANS,DIVIDER,MOBILE CLARK CAGES ITEM 15 68"W X 29"D X 44'H PLATFORM,FLOORS • ♦•► OPT. Accord 15 EXAM/BR.,ILLE END CLIP:SBEC45S Owner. 4 a p• 23 C4/26 EXAM ADA Room SignLCj 7 End Clip System SIGN BAND INSERT SLOT:SB451S-210(1 3!4"X8")W/SBADA INSERT 20 23 SS GROOMING TABLE SHOR-LINE OR EQ. 903 1110.C:.1 ITEM 15 44 5"X 20" INCL.RESTRAINT TOWN OF SOUTHOLD 24 C4/27 ELECT- ADA Room Sign OPT, Accord 15 ELECTRIC,).ROOM END CLIP:SBEC45S 7 End Clip System /BRAILLE SIGN BAND INSERT SLOT.SB451S-210(1 3/4"X8')W/SBADA INSERT 21 23 TIE HOOKS I.C. � '• ►' , �_ 53095 Main Road ADA Room Sin OPT. Accord 15 HOLDING,BRAILLE END CLIP:SBEC45S Southold,NY,11971 2g C4/28 HOLD/ACO 9 7 End Clip System SIGN BAND INSERT SLOT:SB451S-210 1 3/4"X8" W/SBADA INSERT 22 28 CANINE SCALE TRI-STAR OR TS 1500-06 42"X 22"MIN WALK-ON SS PLATFORM SCALE,WALL •n w r.' w• p Y ( ) SHOR-LINE l'C'/ OR POST DISPLAY NEEDS AC WALL T:631 765 1800 OPT, Accord 15 OFFICE i E I:AILLE END CLIP-SBEC45-S ITEM 15 TRANS PORMER OUTLET " 26 C4/D9 OFFICE ADA Room Sign 7 End Clip System SIGN BAND INSERT SLOT.36451S-210(1 3/4"X8'?W/SBADA INSERT C/ Scott A Russell,Supervisor ► . 28• 28 LAMINATE COUNTERTOP MODULAR MILLWORK 54"X 25"V-LF 6"INTEGRAL BACK SPLASH,BACK AND L01113a P.Evans,Town Justice ♦" 1 P Pin-Up Board OPT. Accord 15 APB1218(12"hX16"w} OR KITCHEN SUPPLY �ALT 3 LEFT 27 LOC.TBD total 3 sets 7 Side Track System William P Edwards,Councilman • e, 1 O O (tote ) Y 24 28 MODULAR MILLWORK, 3 DRAWERS,INCL.HDWR, Albert J Kru ski Jr,Councilman V BASE CABINET I.C. 24"W X 24"D p • 64 Poster Holder OPT. FuIlView Standard FV51211(V)(12 h X 11"w) EECK Thomas H.Wickham,Councilman 8 1 4 14 36 28 LOC TBD .� (total 20 sets) 7 Wall Module Daniel C Ross,Councilman 1 PREP 41 25 18(2) LAUNDRY TROLLEY R g g I.C. 32"X 22"X 281/4" 6 BUSHELL Elizabeth A Neville,Town Clerk 44 PRODIhJi MATERIALS, COLORS: SIGN: ACCORD 15 SYSTEM BYAPOO,OR EQUAL Patricia A.Finnegan,Town Attomey 4 ►• 1� (2 ROWS)12"D SHELF W/ 3/4"PLY SHELVES,2 COATS OF POLYURETHANE, s '• 26 18 I C. 78"X 12"V.I F. ON Ml WALL BRACKETS SUPPORTED MAX 24" Peter W Harris,Superintendent of Highways BY: APi'0 POSTE(:HOLDER: FULL VIEW STANDARD WALL BRACKETS • END CLIP:MOLDED PLAST,COLOR A02(BLACK) James A.Richter,R A-Town Engineer JKENNEL SIDE TRACK ALUMINUM,NATURAL SATIN ANODIZED ATLANTA,GA 27 21 (4)12"D SHELF W/WALL 3/4"PLY SHELVES,2 COATS OF POLYURETHANE, SIGN BAND.ALUMINUM,NATURAL SATIN ANODIZED T 4 1 577 3848,F 404 577 3847 BRACKETS 1 C. 84" X 12"V.I.F. ON MTLWALL BRACKETS SUPPORTED @ MAX 24" ADA INSERT.PHOTO-POLYMER,COLORA78 PEARL GRAY6LETTERS AND GGRAPHIC:BLACK SILK SCREEN weM.aNTE g,OF 28 18 LC./ VERIFYCONTENTS OF SIGN,SME,SAMPLE,WITH ARCHITECT AND OWNER BEFORE ORDERING SS TABLE C$H 55-792A ITEM 15 48"X 24" SHELF BELOW 18 1 Q �+ %� MOUNTING HEIGHT UNLESS OTHERWISE NOTED,58"AFF 0-C,TYP LOCATKNS TO BE FINALIZED WITH CLIENT/ARCHITECT AT SITE 25SI ORAGE MASONRYMOUNTING 21 HOOKS-MOP AND UTILITY A&JWASHROOM UJ13A, IC (6)TOTAL FOR EQUIP. TWOSEES LAUNDRY 10 ACCESSORIES UJ14A,UJ .RI-STAR! CORNER UNIT OR ADAPTED GLASS LOCATI N FOR 30 25 4'X 4'CORNER STALL HOWER I C. 4B"X48"CORNER UNIT SHOWER W/AIR HOLES FLOOR PALLETS SS MOBILE KENNEL SHOR-LINE OR 902.0001.0 I C/10 3, 25 SUBURBAN SURGICAL 702-48D0 ITEM 15 40 314'OR 36"W X SS WITH PVC FLOOR(814.3600.02) 30 3/4"D X 38"H 25 SS CAGES(1 SET OF 2) SHOR-LINE OR 902.4830 I cC/ 4'X 30"OVER SS DBLE DOORS,SOUND WRAP,MOBILE PLATFORM, 64 20 7 221EXTERIOR 32 ON MOBILE PLATFORM SUBURBAN SURGICAL f v115 4'X30"X30"D SUBDIVISION AND REMOVABLE BAR CJ - - a SIGN LOATION SIGN TYPE I.0/ SYSTEM CONTENTS NOTES 33 4 CAT CONDOS 4 SET SHOR-LINE OR EQUAL 923.0201.;.,'f,/ 58 1/4"w X 26 5"D X INCLUDES CAT SHELF,HORIZ-CLOSABLE s'TQ 29 1 # OPT WITH CABINET BASE e ITEM 15 81 1/2"H PORTALS AND REMOVABLE FL. P MECH } - 29 ENTRY WALL FACILITY NAME OPT.7 FLAT CUT SOUTHOLD ANIMAL SHELTER a"MIN LETT'�RS,BRONZE NATURAL SATIN FINISH 34 3 CAT CONDOS 4 SET SHOR-LINER 923 0201.2: I-C 1 581/4"w X 26 5"D X 62 INCLUDES CAT SHELF,HORIZ CLOSABLE METAL WITH ACRYLIC PANEL TRI-STAR OR EQUAL 1'TEM 15 1/4"H PLUS CASTORS PORTALS,REMOVABLE FL.,CASTORS LETTERS A' 67 O 63 35. 5 LAMINATE COUNTERTOP MODULAR MILLWORK 144"X 25' WITH RIGHT SUPPORT PANEL AND LOWER, ..;�' ♦ 10 STAFF 52 1 1 MAIN ADA I.C. METAL PLAQUE MAIN LOBBY 2"X 9",1/16"THICK,RAISED COPY,SINGLE LINE EDGE,BRONZE NATURAL SATIN FIN.ON OR KITCHEN SUPPLY LCJ RECESSED SHELF UNDER SINK,AND OVER ► ENTRY ENTRY WALL MOUNT (LETTERS AND BRAILLE,WITH EDGE AND LETTERS,BAKED ENAMEL BACKGROUND,MAROON AI_T 3 CABINETS,6"INTEGRAL BACKSPLASH&LEFT SIDE 30 IDENTIFICATION SMALL LEFT ARRO.N) LETTERS HELVETICA,5/B",MACHINE SCREW FASTENERS 1 1 MOUNTING HEIGHT PLAQUE CENTER TO BE 58 ABOVE FINISHED FLOOR 98 5,14,18 UNDER COUNTER , 24"WIDE STAINLESS FRONT,FINISHED SIDES ♦ I 4 64 H REFRIDGERATOR "EM15 A �_..._... .d,..... .. .. ,i J 12"X 9",1/16"THICK,RAISED COPY,SINGLE LINE EDGE,BRONZE NATURAL SATIN FIN.ON I I 37 j 5 .•Aco reoi,yc- MODULAR MII LWOP,K 1 nil„, 3'r'A1/dERS,INCL HDWR, s I '�� 4'.'•� I DROP-OFF FAA LC. METAL PLAQUE DROP-OFF LOBBY , , !C P X 2d"q .+• EtITRY ENTRY WAI I MOI INT (LETTERS AND BRAII 1 E WITH °rDi._c Anin,FiTER;-,PaSKFD ENAp+r.L BACK:='iQUNO M•?rilC`r� r - ( <� EtCK - -+ ---- =- --- MEP and .�ur cruising Engineer. 7r M^ - 36i; h IDENTIFICA'!r N I }S':'4LL RIGHT ARROW) LETTERS.HELVETICA.5.8",M?CH,NE SCR +.1 Fnc?cN'pRC I `+ 3" is 5 3TOF2AGEBINS i r r VCtCJ.'. LLLS.i 'T i•-;'; MOUNTING HEIGHT:PLAQUE CENTER TO BE 58'ABOVE FLJISHED FLOOR TUPPERWARE OR EQ. 1iv1151 •5(AL ROUNDED CORNERS ? DESIGN LEfs"RNED INC. 5 13 30 Pig 31 0 -- 4 6 I.C./ 3O ACO ADA OPT,7 METAL PLAQUE ACO ENTRY 2"X 9",1/16"THICK,RAISED COPY,SINGLE LINE EDGE,BRONZE NATURAL SATIN FIN ON 39 CAT DOOR ^A SEEA73 O ENTRY WALL MOUNT (LETTERS AND BRAILLE) EDGE AND LETTERS,BAKED ENAMEL BACKGROUND,MAROON F 15 114-116 Main Street 47 O8 17 4 24 DROP-OFF IDENTIFICATION LETTERS.HELVETICA,5/B",MACHINE SCREW FASTENERS MODULAR MILLWORK (� Norwich,CT06360 8 CLO� SICK CATS " 32 EIJTRY 40 14 LAMINATE COUNTERTOP INTEGRAL,SEAMLESS 6"BACK AND LEFT MOUNTING HEIGHT:PLAQUE CENTER C BE 58"ABOVE FINISHED FLOOR OR KITCHEN SUPPLY s' I.C. 48"X 25" SIDE SPLASHES T'860 889 7078 12� 66 20 1 O 41 14 ACCESSIBLE SI NK CABI NET MODULAR MILLWORK, SINK CABINET, 25 32 ADA OPT,7 METAL PLAQUE SERVICE ENTRY 2"X 9",1/16"THICK,RAISED COPY,SINGLE LINE EDGE,BRONZE NATURAL SATIN FIN ON EECK LC 30"W X 24"D X 32"H HINGED COVER FOR ORAPIPES,INCL. Architect: 15 ENTRYSEPVI ENTRY WALL MOUNT (LETTERS AND BRAILLE) EDGE AND LETTERS,BAKED ENAMEL BACKGROUND,MAROON 14 MODULAR MILLWORK, SIDE M SPLASHES TO MATCH HT OF ADJ COUNTER STUDIO AIB ARCHITECTS I+ GROOM 21 IDENTIFICATION LETTERS:HELVETICA,510",MACHINE SCREW FASTENERS 42 LAMINATE COUNTERTOP EECK I C. 24"W X 24"D CLASSROOM C+2 @7 33 MOUNTING HEIGHT:PLAQUE CENTER TO BE 58"ABOVE FINISHED FLOOR 14(2) MODULAR MILLWORK, AND COVER CABINET 43 UPPER CABINETRY EECK I C. 24"W X 30"H X 12-15"D LAMINATE DOOR,1 SHELF,INCL. 24190 Main Road,Orient O 9 8 ''6 ISO 3 KENNELS ADA OPT.7 METAL PLAQUE KENNELS 2"X 9",1/16"THICK,RAISED COPY,SINGLE LINE EDGE,BRONZE NATURAL SATIN FIN.ON _ HARDWARE. New York,11957 64 0 21 19 13 QD ENTRY WALL MOUNT (LETTERS AND BRAILLE) EDGE AND LETTERS,BAKED ENAMEL BACKGROUND,MAROON 44 5,18 ACOUSTIC MOUNTING BOARD AVL,HOMOSOTE I.C. 60"W X 18" PROVIDE HUMID RESISTANT PANEL W/FABRIC OR T:631 323 1426 IDENTIFICATION LETTERS.HELVETICA,5/8",MACHINE SCREW FASTENERS OR EQUAL PINNACLE 1/2"N.C.R.F BY HOMOSOTE 34 MOUNTING HEIGHT:PLAQUE CENTER TO BE 58"ABOVE FINISHED FLOOR 45. UPPER CABINETRY I C 36"W X 30"H X 12-15'D 23 O 24 MODULAR MILLWORK, GLASS DOORS,LOCKS,1 SHELF,INCL Structural Engineer.• 56 E/�/`11V 27� CPT. EECK HARDWARE. ///1 ��� CLASSROOM ADA METAL PLAQUE CLASSROOM 2"X9",1116"THICK,RAISED COPY,SINGLE LINE EDGE,BRONZE NATURAL SATIN FIN.ON 46" 24 MODULAR MILLWORK, ISLA ENGINEERING SERVICE CO. 11 1 O 4 ® O �' 1 ELECT. ENTRY WALL MOUNT (LETTERS AND BRAILLE) EDGE AND LETTERS,BAKED ENAMEL BACKGROUND,MAROON BASE CABINET EECK IC 36"W X 24"D 2 DOORS,2 SHELVES,INCL.HARDWARE 64 O J 12 35 IDENTIFICATION LETTERS.HELVETICA,5/8",MACHINE SCREW FASTENERS 12 Call Lane O 21 m C4 MOUNTING HEIGHT:PLAQUE CENTER TO BE 58"ABOVE FINISHED FLOOR 47" 23.25 LAMINATE COUNTERTOP MODULAR MILLWORK, I.C./ 30"X 25"V1 R 6"INTEGRAL BACK SPLASH, I-I KITCHEN SUPPLY j ALT 3 BACK&RIGHT SIDE,NOSE ON LEFT&FRONT Brookhaven. 48 11719 T:631 286 7448 C+1 ADA OPT.7 METAL PLAQUE LOBBY 2"X 9",'1/16"THICK,RAISED COPY,SINGLE LINE EDGE,BRONZE NATURAL SATIN FIN.ON 48` 5 UPPER CABINET MODULAR MILLWORK, i 1 C 24."W X 30"HX 12-15" NO DOORS,2 ADJ.SHELVES 36 LOBBY ENTRY WALL MOUNT EDGE AND LETTERS,BAKED ENAMEL BACKGROUND,MAROON KITCHEN SUPPLY i �+ 62 6. 62 0 1 IDENTIFICATION LETTERS.HELVETICA,5/8",MACHINE SCREW FASTENERS I Civil: 07 58 !PUPP!Y7 60 6 64 ,28 MOUNTING HEIGHT:PLAQUE CENTER TO BE 58"ABOVE FINISHED FLOOR 49 1fi BUILT-IN COUNTER BENCH C SEE DETAILS 2 5 ON A5.3 59 59 63, r JAMES A. RIGHTER 37 PARKING ADA PARKING 1 C TRAFFIC SIGN INTERNATIONAL SYMBOL OF 12"X18"ENAMEL/STEEL 50 17 BUILT-IN COUNTER/BENCH l.C. SIGN U-CHANNEL ACCESSIBILITY HEIGHT:6'O C ABOVE FINISHED GRADE SEE DETAILS 25 ON A53 +I+ TOWN OF SOUTHOLD C./ i 53095 Main Road GET 58 OFFICE 09 ® STAKE MOUNT MAX 22"W AC ❑ 51 18 SS FOOD PREP CART SHOR-LINE OR EQ. 903 2320.3 ITEM 15 S-18"X 27"X 33"H Southold,NY,11971 L D/AGO PENCO OF, VANGUARD VW X 1'D X 72"H T:631 765 1560 ® _ FLAT CUT METAL AND PLAQUE SIGNS BY GEMINI INC OR EQUAL. GEMINI i11C. 52 14(3) METAL LOCKERS LC. 6 57 �y ��!J 23 O MASONRY MOUNTING 103 MEI'MING WAY,CANNON FALLS,MINNESOTA 55009 EQUAL OUBLE TIE (2 UNIT) _ 5/ TRAFFIC SIGN BY BEN MEADOWS COMPANY,OR EQUAL T.800 LETTERS,F.800 421 1256 MODULAR MILLWORK, PROVIDE 1 2- 5( )55 www sionletters corn 53 9 2 DESK W/RETURN OFFICE SUPPLY DRAWER PEDESTAL, O N.I.C.N.LC. ;a''X 72" /G\ O � 22 24 MODULAR MILLWORK, (1)PENCIL DRAWER EA. I 13EN MEADOWS CO. 54 9(2) COMPUTER DESK I N.I.C. 48"X 30" 53 53 O 54 4 29 T. 21'6 ST AT00 TA,628 GA,30341 OFFICE SUPPLY _ T.800 2.1'6401,F.800 628 2068 www.berneadows com 55 9(4) COMPUTERS IJ.I.C. PROVIDE CONNECTIONS OZ C&H, C42-010A r 5-LEG,NO BACK,BLACK,PNEUMATIC 0 `' DROP-OFF 5$ 56 9(2),26 STOOL SHOR-LINE OR EQ 918 0004 OF I N.I.C. 18.5"TO 24.5"H ADJUSTMENT SHOR-LINE OR EQ 41-480AA C 5-LEG,BACK,AIR SPRING, 58 5$ .► 57 9(4) DESK CHAIR 918,0004 06 N I C. 17 5"TO 24 5"H GRAY OR BLACK NOTE: LOBBY 64 01 , • •Q1F� LOBBY 64 1 : ' ' .• 4 58 2(4).7(2),29(2) CHAIR N.I.C. EXTERIOR TYPE � 59 9(2) SIDE CHAIR N.LC. 60 9 STORAGE CABINET MODULAR MILLWORK, N.I.C. 36"W X 18"D X 30"H 34 OFFICE SUPPLY 61 9(4) FILING CABINET NIC. 4 DRAWER 06 03 04 62 9(3) SHELVING TO MATCH MODULAR MILLWORK CLIPPER, hi.I.C. 30"W X 18"D X 30"H CABINETS OR STL SHELVING OR PENCO OR EQUAL HVY.DUT CAT O CAT 63 9(2),14 ACOUSTIC MOUNTING BOARD AVL,HOMOSOTE I.0 48"X 48" PROVIDE HUMID RESISTANT PANEL W/FABRIC OR OR EQUAL PINNACLE 1/2"N C R F BY HOMOSOTE KEY 64 2,7,12,29,C1, PICTURE HANGING SYSTEM C. C3,C4 6 1 35 37 65 13 COAT HOOKS A&J UB 13 I.C. 108 ROOM NUMBER 66 C2 STACKING CHAIRS ,.l.Q 39 6 05 P 39 W/TROLLEY O3 FIXTURE/FURNITURE/ACCESSORY NUMBER 67 14 TABLE AND CHAIRS N.,Q 42"x2a"TABLE,2CHAIRS ••. ♦ 4'. •:p O ► ♦ • ♦ 68 15(4),16(10), GUILLOTINE DOG DOOR T-KENNEL OR MASON I-C/ EITHER TRANSLUCENT DOOR OR INSULATED DOOR, ♦ OO PLUMBING FIXTURE 17(10) SUPPLY ITEM 15 MIN 29"H X 17"W COUNTERWEIGHT AND HOOK a. •♦ O ♦ : ♦ 69-77 10,11,13 I C. ' ,♦• �•, • ' ,•♦ 38 44 4O ,•• ,� : , ' �+ � SEEA52FORTOILETROOM •: D6a: ► r ACCESSORY SCHEDULE NA ' 1� SIGNAGE NUMBER 1308 36 4 O SEE PLUMBING DRAWINGS FOR ADDITIONAL FIXTURES ► ♦ • la T SEE A 801 AND PLUMBING DRAWINGS FOR ADDITIONAL I C IN CONTRACT FIXTURE PLAN 0 C FIXTURES N.I.C. NOT IN CONTRACT(INFRASTRUCTURE AND COOPERATION RE:INSTALLATION) SEE ELECTRICAL DRAWINGS FOR ADDITIONAL FIXTURES 'SEE OPTIONS FOR STAINLESS STEEL ALTERNATIVE N "ALL COLORS TO BE CHOSEN BY ARCHITECT N VERIFY DIMENSIONS IN FIELD BEFORE ORDERING PROVIDE FILL PIECES AS NEEDED FOR FULL FRONT WHEN INSET BETWEEN WALLS date: 1/31/07 revision: 12/20/05 FOR DWG.PURPOSES scale: 1/8"=1'-0" Al . 4 17 of 66 SOUTHOLD TOWN 4 TYP. ANIMAL SHELTER �,s 12 A4.1 PLIT FACE,TYP.UNLESS OTHERWISE NOTED 4 MOOTH FACE MOQTH FACE 12 ATTIC ATTIC TYP. MQQTH FACE OPEN 18 q' 4 5 l projec 14 SITE: I 0l I M I PECONIC LANE z 3 EXTENDED WALL CAT CAT CAT L TERRACE STORAGE TERRACE LOBBY VESTIBULE ENTRY DROP-OFF PECONIC, NY 11958 EXTERIOR LOBBY EXTENDED 06A 05 04A WALL CONTROL JOINT @20'MAX. SCTM #: TYP. 1000-75-05-14.1 A B F J B F B F J 1 SOUTH ELE=VATIONSSOUTH ELEVATIONS AT CAT TERRACE SOUTH ELEVATIONS AT ENTRY NICHE U2 SEE ALSO INTERIOR ELEVATIONS FOR CAT TERRACE ELEVATIONS 6 TYP. FS KYLIGHT,TYP.SEE 7-1 L 1 71 1 S 3 L4 L KYLIGHT OVER KENNEL#16&17 SEE A7.2 MOOTH FACE Owner.- L1 L1 TOWN OF SOUTHOLD 2 ' 53095 Main Road A4 Southold,NY,11971�4 FF)l -- T:631 765 1800 Scott A Russell,Supervisor Louisa P.Evans,Town Justice William P Edwards,Councilman Albert J Krupski Jr,Councilman • 16 1 1 1 1 1 1 15 Thomas H.Wickham,Councilman 1 1 13 Daniel C Ross,Counclman 1 Elizabeth A Neville,Town Clerk 12 Patricia A,Finnegan,Town Attorney 42 Peter W Hams,Superintendentof Highways James A-Richter,R.A.Town Engineer #= L 3 1 68 (TYP) DOWN SPOUT OWN SPOUT 3.1 A5.3 DOWN SPOUT DOWN SPOUT DOWN SPOUT LDOWN SPOUT LDOWN SPOUT DOWN SPOUT 1 2 3 4 5 6 7 1 2 3 6 7 4 EAST ELEVATIONS 5 EAST ELEVATIONS AT ENTRY NICHE G EAST ELEVATIONS AT KENNEL EXTERIOR RUN V SEE INTERIOR ELEVATIONS FOR SIDE WALLS MEP and Supervising Engineer. DESIGN LEARNED INC. 114-116 Mam Street MOQTH FACE Norwich,Cro63so T 860 889 7078 Architect: STUDIO A/B ARCHITECTS 24190 Main Road,Onent 14 14 New York,11957 KENN � CORRIDOR STAFF T:6313231426 Structural Engineer.- gill I I I I I T_ I I I I I I I I I I I I I I L 11 1 1 1 1 1 1 1 11111111 IL ENGINEERING SERVICE CO. IF 12 Centralwoods Lane Brookhaven,NY 11719 T:631 286 7448 Civil. SEE STRUCTURAL DWGS FOR FOUNDATIONS, JAMES A. RICHTER TYP. TOWN OF SOUTHOLD J H G E D C A H G E D C J H D C A 53095 Main Road Southold,NY,11971 T:631 765 1560 q>NORTH ELEVATIONS 8 NORTH ELEVATIONS AT WALL 6 9 NORTH ELEVATIONS AT WALL 5 6 TYP. KYLIGHT OVER KENNEL 2 4 15 SEE 7-2 Afi 1 MOOTH FACE MOOTH NOTE: KYLIGHT OVER KENNEL#16&17 SEE A7 2 5.3 '4 FACE LO LO LO MOOTH FACE Xi r L1 L1 L1 LO T L1 L1 5 L1 LO 4 IM (A4 4.1 A 1 1 A .1 I , OPEN OPEN 1 1 1 1 1 \ \ \ \ \ 6 ri o EffEfflh[h EEEE[M III L (TYP) 6$ (TYP) DOWN SPOUT LDOWN SPOUT DOWN SPOUT DOWN SPOUT DOWN SPOUTJ DOWN SPOUT LDOWN SPOUT 4 -2° 7' ELEVATIONS 7 6 5 4 3 2 1 7 6 5 O WEST ELEVATIONS ,I ,I WEST ELEVATION AT KENNEL EXTERIOR RUNS AND STAFF ROOM ACCESS I I date: 1/31/07 revision: scale: 1/8"=1'-0" A2 . 1 18 of 66 TYP. SOUTHOLD TOWN A4.1 TYP. ANIMAL SHELTER 4 �4 N 12 12 I I IATTIC _ LO I IIL I I I I J I I I I N I CAT TERRACE I 1CAT CAT TERRACE ACQ PUPPY CORM;. 1 04 OFFICE CORR. HOLDING I I (STORAGE Z I I I r I I I I I I T 117 ° I I I project #0503 I I SITE: PECONIC LANE 1 5 TYP. PECONIC� NY 11958 SCTM #: A B F J A B J 1000-75-05-14.1 OYLWE= SECTION THROUGH CAT ROOM TERACES G S.5 WEST-EAST SECTION THROUGH ACQ., PUPPY, OFFICE AND HOLDING TYP. 6 TYP. 7-1 4.1 , LL4 7 TYP.EXCEPT FOR SLB,10 THRU 15 12 12 Owner. ATTIC TOWN OF SOUTHOLD ATTIC TYP 53095 Main Road LO Southold,NY,11971 — I T:631 765 1800 -I I I I IScott A Russell, sor Lou sa P.Evans,Town lustice William P Edwards,Councilman I I PE SPACE \ \ I } I I41111. 1 1 1 1 1 1 1 II II II II II II Albe rupski Jr,Council man pCAT ROOM I I CA ROOM Thomas H.Wickham,Councilman Z R I WOMEN I MEN GROOMIMG EXAM ELEC Daniel C Ross,CouwIman O } I 1 2 1 1 1 I Elizabeth A Neville,Town Clerk Q F I I I I 1 1 I I Patricia A Finnegan,Town Attorney 1 = I I I I I I I I Peter W Harris,Superintendent of Highways 1 I 1 I James A Richter,R A Town Engineer 1 5 1 5 TYP. fi TYP. .1 A B F J A J 2 S.2 WEST-EAST SECTION THROUGH CAT ROOMS v S.6 WEST-EAST SECTION THROUGH CLASSROOM THROUGH HOLDING 4 12 MEP and Supervising Engineer. DESIGN LEARNED INC. 114-116 Main Street ATTIC Norwich,CT 06360 TYP T 860 889 7076 LO --------------------- LO LO LO Architect: STUDIO A/B ARCHITECTS I J I I 1 J I I 24190 Main Road,Orient I I I New York,11957 T:631 323 1426 \ I z ° LOBBY I ESTIBUL ENTRANCE NICHE I DROP-OFF LOBBY CLASS ROOM CORR. i�l CORR. GROOMIMG SICK CAT ISO CORR.N ISO 1 0 1 _ I Structural Engineer.' N co go K < = 1 I ISLA ENGINEERING SERVICE CO. I I 12 Centralwoods Lane Brook\�-- / 8:631h2867448aven,NY 11719 `J 1 A5.1 3.1 JAMES A. RICHTER TOWN OF SOUTHOLD 53095 Main Road Southold,NY,11971 A B F J A J T:631 765 1560 (VLWE=SECTION THROUGH CAT ROOMS � S.7 WEST-EAST SECTION THROUGH CLASSROOM THROUGH SICK ISO. 4 12 1 a SIM. NOTE: 4 12 fi A LO � LOlo I 3= I I I I LOBBY i�l OFFICE CORR.i�l HOLDING I K�NNEL ORR. STO. JAN. PLUMBING MECH. I I I I N I I ' EE STRUCTURAL DRAWINGS FOR FOUNDATIONS,TYP. SECTIONS 1 A B J C D H 4 S.4 WEST-EAST SECTION THROUGH LOBBY AND OFFICE 8 S.8 WEST-EAST SECTION THROUGH KENNEL THROUGH PLUMBING MECH. date: 1/31/07 revision: scale: 1/8"=1'-0" A2 . 2 19 of 66 SOUTHOLD TOWN 4 3 SUM. ANIMAL SHELTER 12 8 A5.3 -------------- I LO I I I I I I I I I I KtNNEL C ORR. FOOD PREP/LAUNDRY STORAGE I I I I N I I ` ----- ------/ project #0503 SITE: EE STRUCTURAL DRAWINGS PECONIC LANE FOR FOUNDATIONS,TYP. C D PECONIC, NY 11958 Fi S.9 WEST-EA;iT SECTION THROUGH KENNEL, FOOD PREP./LAUNDRY, AND STORAGE SCTM #: 1000-75-05-14.1 3 4 12 I I I I I I I I I I I I I I I I I I K�NNdL jKENNEL Owner.• I I TOWN OF SOUTHOLD I I 1 53095 Main Road Southold,NY,11971 \_ T:631 765 1800 5.3 Scott A Russell,Supervisor Louisa P.Evans,Town Justice William P Edwards,Councilman Albert J Krup4ki Jr,Councilman Thomas H.Wickham, EE STRUCTURAL DRAWINGS Danes C Ross,CouncilmanCouncilman Elizabeth A Neville,Town Clerk FOR FOUNDATIONS,TYP. Patricia A.Finnegan,TownAttomey Peter W Harris,Superimdndent of Highways C D E G James A-Richter,R.A.Town Engineer 2 S.10 WEST-EAST SECTION THROUGH KENNELS 7-1_ 7,8 TYP. 4. / LO LO I I Ij I � L1 L1 L1 Lo j j LO ATTIC / MEP and Supervising Engineer. DESIGN LEARNED INC. 114-116 Main Street I I 00 11 I I I I 7T I I M 7 TYP.EXCEPT ACO. LOBBY CAT I CRT TERRACE 1 1 1 fD FOR SL8, I I I I I I 10-15 I I 1 I Norwich,CT 06360 T 860 889 7078 I I CLASSROOM // �\ I I I I 1 1 1 1 Architect: I I I I STUDIO a in R A/B ARCHITECTS 24190 4 oad,Orient TYP. 12 A A r8A 2 New York,11957 8AT�631 323 1426 Structural Engineer. ISLA ENGINEERING SERVICE CO. 7 6 5 4 3 2 1 12 Centralwoods Lane Brookhaven,NY 11719 T:631 286 7448 NORTH-SOUTH SECTION THROUGH CLASSROOM, ACQ, LOBBY AND CAT ROOM Civil: JAMES A. RICHTER TOWN OF SOLITHOLD 53095 Main Road Southold,NY,11971 7 1 7 1 T:631 765 1560 A7.2 7.2 LO LO \ _ \ ATTIC p Lo i NOTE: 1 P.FOR g 3 S 10-15 KENNEL COR .iv KENNEL -�ST 8iFF SHC IER CORR. iv WOMEN PUPPY LOBBY CAT CAT STORAGE EE STRUCTURAL DRAWINGS FOR FOUNDATIONS,TYP. 7 6 5 4 3 2 1 NORTH-SOUTH SECTION THROUGH KENNEL THROUGH CAT ROOM �- SECTIONS 2 date: 1/31/07 revision: scale: 1/8"=1'-0" A2 . 3 20 of 66 SOUTHOLD TOWN ANIMAL SHELTER 4.1 T TT I I I I I _ I I \ I i ATTIC \� I I I I I KENNEL i t4OR -`� KENNEL STAFF CLOSET CORR- MEN PUPPY LOBBY CAT CAT STORAGE project #0503 I I SITE: \ / PECONIC LANE 4 TYP PECONIC, NY 11958 SA SCTM #: 1000-75-05-14.1 7 6 5 4 3 2 1 OYW.3 NORTH-SOUTH SECTION THROUGH KENNEL THROUGH CAT TERRACE Owner.• ATTIC TOWN OF SOUTHOLD 53095 Main Road Southold,NY,11971 0 0 Q 0 I I T:6317651800 Scott A Russell,Supervisor Louisa P.Evans,Town Justice William P Edwards,Councilman Albert J Krupski Jr,Councilman Thomas H.Wickham,Councilman KENNEL KENNEL KENNEL N CORR. CORR. BY CAT CAT STOR. Daniel C Ross,Councilman - Elizabeth A Neville,Town Clerk Patricia A.Finnegan,Town Attorney Peter W Harris,Superintendent of Highways James A-Richter,R A-Town Engineer 7 6 5 4 3 2 1 4>WL4 NORTH-SOUTH SECTION THROUGH KENNEL, GROOM, OFFICE, AND CAT ROOM MEP and Supervising Engineer. L1 DESIGN LEARNED INC. f----{\ ATTIC 14-116 Norwich,CT 06360 LO \\ LO T860 889 Main el 078 Architect: q CORR.i�I STUDIO A/B ARCHITECTS k2 I I I 24190 Main Road,Orient York,11957 FOO /LAUND Y GROOM. OFFI E iv VESTIB E CAT 4T TER I E T:631 323 1426 I i i Structural Engineer. I I I ISLA ENGINEERING SERVICE CO. 12 Centralwoods Lane Brookhaven,NY 11719 -_ T:631 286 7448 8A 2 Civil: EE STRUCTURAL DRAWINGS FOR FOUNDATIONS,TYP. S A. RIGHTER TOWN OF SOUTHOLD 7 6 5 4 3 2 1 53095 Main Road Southold,NY,11971 T:631 765 1560 NORTH-SC)UTH SECTION THROUGH KENNEL, GROOM, OFFICE, AND CAT ROOM ATTIC NOTE: LO LO LO k2� STa ZAGE PLUMBING rCORR�N SICK CAT I EXAM OFFIC E ill ENTR.Y MECH. EXTI RIO EE STRUCTURAL DRAWINGS FOR FOUNDATIONS,TYP. 6 5 4 3 4 W.6 NORTH-SOUTH SECTION FOOD PREP/LAUNDRY, THROUGH ENTRY NICHE SECTIONS 3 date: 1/31/07 revision: scale: 1/8"=1'-0" A2A 21 of 66 OPENINGS FOR SERVICE AND DUCTS SOUTHOLD TOWN TO BE DETERMINED,TYP. ANIMAL SHELTER MASONRY LAYOUT ORIGIN 12"WALL MASON Y LAYOUT ORIGIN MASONRY LAYOU ORIGIN O N .h A •. tiY' N ,Y aN O N a O N O N O N O N project #0503 X� r SITE: PECONIC LANE 8"WALL 12"WALL 12"WALL 8"WALL PECONIC, NY 11958 13'-4" 10'-8" 12'-8" SCTM #'. B F A H J 1000-75-05-14.1 1 WALL 1 5 WALL 5 DUCT PENETRATIONS SEE MECHANICAL DWGS 8"WALL 12"WALL 12"WALL MASONRY LAYOU ORIGIN 12"WALL 12"WALL 8"BLOCK MASONRY LAY UT ORIGIN Ail Owner.- TOWN OF SOUTHOLD .a. - ti4 53095 Maln Road • Southold,NY,11971 N N O N Q N • - T:631 T65 1800 tv r Scott A Russell,Supervisor •' Louisa P.Evans,Town Justice OPE William P Edwards,CouncilmanPEN •r+ v Albert J Krupski Jr,Councilman Thomas H.Wickham,Councilman Daniel C.Ross,Councilman /IL_ "WALL 2"WALL Elizabeth A Neville,Town Clerk Patricia A.Finnegan,Town Attorney Peter W.Hams,Superintendent of Highways James A.Richter,R.A.Town Engineer 3 F C D E H 2 WALL 2 6 WALL 6 ADJACENT ROOF CONST. TYP. OPENINGS FOR DUCTS 12"WALL TO BE DETERMINED, TYP. 12"WALL 8"WALL B"WALL 12"WALL 12"WALL 8"WALL P OPE MEP and Supervising Engineer.' DESIGN LEARNED INC. r 114-116,Main Street _ a � �• _ Norwich CT 06360 O N `" �`' T:860 889 7078 Architect: STUDIO A/B ARCHITECTS New9Y�inl Road, 57,Orient i 1- 1 T:6313231426 10'-2" '-8" 3'-2" '—tf,. 10" -4" 3'-4" 28' ADJACEBT WALL STOPS AT THE Structural Engineer. SURFACE OF THIS WALL, ISLA ENGINEERING SERVICE CO. OR AS A KNOTED CORNER,TYP. 12 Centralwoods Lane B ADJACNET WALL THROUGH,TYP. F J C D E G B T:roo631 khaven,286 74NY 48 11719 WALL 3 C JAMES A. RIGHTER TOWN OF SOUTHOLD OPENINGS FOR SERVICE AND DUCTS 53095 Main Road TO BE DETERMINED,TYP. Southold,NY,11971 T:631 765 1560 2"WALL MASON Y LAYOU iF ORIGIN O NOTE: r z E O N !=il NRG INSULATED CONCRETE BLOCK ® STANDARD CONCRETE BLOCK 12"WALL BOND BEAM NOTES: -ALL WALLS WITH GABLES ARE SHOWN HERE.ALL A B J OTHER WALLS, NOT SHOWN HERE,HAVE 9'-4" H HEIGHT WITH NO MASONRY GABLE ABOVE. -SEE STRUCTURAL DRAWINGS FOR FOUNDATIONS. 4 WALL 4 OPENINGS DIAGRAMATICDQUANTIITI SO O ATTICS IN THE CATIONS AND SIZES ARE DUE TO ACTUAL ON SITE LAYOUT OF DUCTS MASONRY WALL AND PIPES. ELEVATIONS W-1 THORLIGH 7 date: 1/31/07 revision: scale: 1/8"=1'-0" A2 . 5 22 of 66 PUT FACE ICMU j2 EMENT BOARD EMENT BOARD SOUTHOLD TOWN ANIMAL SHELTER 4 2 41 rVol 3 MOOTH FACE ICMU SPLIT FACE ICM 3 F 3 SOUTH WEST NORTH 1 ROOM#01A EXTERIOR ENTRY NICHE project #0503 SEE A5.1 FOR DETAILS LO -4" 2'-10" SITE: -6' P2 10'-2"� �( �( �-al-s" 3 -2a2' 6� '-4"- s'-1o°� � �Q PECONIC LANE WB P-1 --� � PECONIC, NY 11958 23 24 SCTM #: 1 42 EQ __/ �26 " M O N I 20 16 22 a , 3 ,� O N 1000-75-05-14.1 [ -i21 � � � 20 _% oo - 23 v N TillCh y (V EB-1 TYP. "FECB-11 TYP. EB-1 TYP. I I EB-1 TYP. EB-1 TYP. EB-1 TYP. L—CC-1 TYP. TYP. C-2 TYP. I -6" 3'��J'-6"� C-1 TYP. C-1 TYP. C3 F 3 ( F 1 6 5 4 3 B 3 B 01 EAST 01 SOUTH 01 WEST 01 NORTH C1 EAST C1 EAST 02 EAST 02 SOUTH 02 WEST 02 NORTH C1 2 ROOM#01: VESTIBULE �,��OOM#02, C-1: LOBBY AND CORRIDOR 1 SEE A5.1 FIDR DETAILS Owner. TOWN OF SOUTHOLD 53095 Main Road South0" T: 310765 800 971 " �3 6333 -4 0'-4" 3' 4-4 -4 3' '-2" '-10" 3' '-10" 3' 3' �� �_8" CC-2 TYP.-7TYP P-1 Scott A Russell,Supervisor 17 Louisa P.Evans,Town Justice If F William P Edwards,Councilman Albert J Krupski Jr,Councilman Thomas H.Wickham,Councilman Daniel C Ross,Councilman 33 33 33 Elizabeth A Neville,Town Clerk O Peter ia Harris, an.Town nAent a Highways 31 Patricia A.Finnegan,Town Attorney 30 O N O O 29 7 _ James A-Richter,R A.Town Engineer 25 22 It co YN N 28 ,` 17 18 19 16 23 Cj 32 3 CV EB-1 TYP. EB-1 TYP. EB-1 TYP. IEB-1 TYP. EB-1 TYP EB-1 TYP. c IEB-2 TYP. EB-2 TYP. V�EB-2 TYP. EB-2 TYP. C-2 TYP. � C-2 TYP. C-2 TYP. C-1 TYP. C-1 TYP. 3' C-2 TYP. C-2 TYP. C-1 TYP. 3 3 4 5 6 NORTH D 6 C1 WEST C1 @ GLASS PARTITION C1 SOUTH C1 WEST C1 NORTH 03 EAST 03 SOUTH 03 WEST 03 NORTH 4 ROOM#C-1: CORRIDOR (CONTINUED) ��� ROOM# 03: CAT ROOM HALL v EXPOSED RAFTERS MOOTH 4" '4" L1 IBER CEMENT BOARD IBERCEMENT FACE WB P-1 _� L1 MOOTH fl BOARD NRG ICMU P4 P4 WB P-1 '—�( P4 FACE CMU W1 CEDAR WB P-1 3 � MEP and Supervising Engineer. TYP. � 1X2 BATTEN TMP- DESIGN LEARNED INC. IF MOOTH @16"O.C. CAT FACE CMU DOOR MCOTH 4 114-116 Main Street T 860 8E9 7D78 1 -39 N N 19 FACE CMU - 3 N 17 M 14 ` 34 — _ - E 18 Architect: O 1a 39 3t3 Y Y STUDIO A/B ARCHITECTS — O 37 t3 3 4 O •,� —� 24190 Main Road,Onent New York,11957 iEB-2 TYP. tEC-12 -6=��3� 14 EB-2 TYP ,_2" ,8„ ,_2,�, IEB-2 TYP. J�EB-2 TYP. IEB-2 TYP. Pj -2 TYP. T:63132a 1426 CC-1 TYP. TYP. J --5 C 2 TYP. EB-2TYP. G1 TYP. C-1 TYP. C-1 TYP. C-1 TYP. C-2 TYP. CC-1 TYP. C-1 TYP. C-1 TYP. C-2 TYP. -2 TYP. TYP. C-1 TYP. Structural Engineer. 3 2 F 2 3 F 2 1 F 1 2 F 1 1 ISLA ENGINEERING SERVICE CO. C� 12 Centralwoods Lane O O C) O � �._J O � O Brookhaven. 48 11719 04 EAST 04 SOUTH 04 WEST 04 NORTH O4A EAST 04A SOUTH 04A WEST 04A NORTH 05 EAST 05 SOUTH 05 WEST 05 NORTH T:6312867448 ROOM#04: E'AST 6 CAT ROOM ROOM#04A: EAST CAT ROOM TERRACE ROOM#05: CAT STORAGE Civil:SEE A5.4 FOR DETAILS 8 JAMES A. RICHTER TOWN OF SOUTHOLD EXPOSED RAFTERS South Main Road Southold,NY,11971 MOOTH FACE CMU T:631 765 15M _ 4" IBER CEMENT BER CEMENT BOARD WB P 1 BOARD WICEDAR MOOTH TYP. I I SIUOOTH FACE 1X2 BATTEN FACE NRG ICMI CNIU MOOTH d FACE 6 22 _ 4 CMU °D M 1s �/ 15 oo co v 15 d L IEB-2 TYP. 4C-1 EB-2 TYP CAT IEB-2 TYP.-CC-2 TYP. TYP. DOOR C-1 TYP. C-1 TYP. 39 3 2 B 2 3 2 1 B 1 2 B 06 EAST 06 SOUTH 06 WEST 06 NORTH 06A EAST 06A SOUTH GE) WEST 06A NORTH 9 ROOM#06: VVEST CAT ROOM5-?t ROOM#06A: WEST CAT ROOM TERRACE v SEE A5.4 FOR DETAILS LO LO LO LO WB P-1 P5 P5 P5 P5 ® 23 ® 25 24 2, INTERIOR ELEVATIONS 1 27 20 \ Sk 22 ao 9 � c AL EB-1 TYP. EB-1 TYP. EB-1 TYP. 2 TY EB-1 TYP. EB-1 TYP. EB-1 TYP. V4EB-1 TYP. C-1 TYP. C-1 TYP. _CC-1 -YP. date: 1/31/07 revision: 4 B 4 B 4 4 07 EAST 07 SOUTH 07 WEST 07 NORTH 08 EAST 08 SOUTH 08 WEST 08 NORTH scale: 1/8"=1'-O" 11 ROOM#07: CET ACQUAINTED ROOM ROOM#08: PUPPY ROOM A2 . 6 23 of 66 SOUTHOLD TOWN �� LO LO LO nP3 ANIMAL SHELTER GWB P-' P3 P3 P3 3 3' 3' /!/ GWB P- TYP. , TYP. '-6'� 7---GWB P-1 39 Lv�j - 26 63 63 CV - N N - CV E45 x 21 - ,.., �(` LCLj 25 26 Fff J I 53 53 M / 10l 60 O C-2 TYP. EB-2 TYP. EB-2 TYP. II II C-2 TYP. EB-2 TYP. B-1 TYP. EB-1 TYP. EB-1 TYP. EB-1 TYP. -6" -34' C-1 TYP. J�-�4�J�2'-11" , '_2 3 3'-6" C-1 NP' 4:E C-2 TYP. C-1 TYP C-2 TYP. C-2 TYP. 4 F 4 F project #0503 0 U �� 0 0 SITE: 09 EAST 09 SOUTH 09 WEST 09 NORTH 10 EAST 10 SOUTH 10 EAST 10 NORTH 11 EAST 11 SOUTH 11 WEST 11 NORTH SITE:PECONIC LANE 1 ROOM#09: OFFICE ROOM# 10: MEN'S ROOM ROOM# 11: WOMEN'S ROOM PECONIC, NY 11958 2 SEE A5.2 FOR DETAILS SEE A5.2 FOR DETAILS SCTM #: nP3 1000-75-05-14.1 LOGWB P- TYP_ P3 P3 P3 3, '-6" r I 10 11 N/41 25 26 27 5 --� EB-3 TYP. EB-3 TYP. EB-3 TYP. EB-3 TYP. EB-3 TYP. Owner' C-z TY I C-1 TYP.' C-1 TYP. I C-1 TYP. c 1 TYP. TOWN OF SOUTHOLD �3'�I--�9 4' JIB---10' 8" 3' 3'-4" 11' 3'-4"�I I 4"�3'-4"�10' 0" 1 7/8" 53095 Main Road 5 4 B A 4 5 q C Southold,NY,11971 T:631 765 1800 Scott A Russell,Supervisor 12 EAST 12 SOUTH 12 WEST 12 NORTH C2 EAST C2 SOUTH C2 WEST C2 NORTH Louisa P.Evans,Town Justoe William P Edwards,Councilman Albert J Krupski Jr,Councilman 4 ROOM# 12: CLASS ROOM G ROOM#C-2: CORRIDOR Thomas H.Wickham,Councilman J Daniel C.Ross,Councilman Elizabeth Neville,Town Clerk Patricia A.Finnegan,Town Attomey e Peter W Harris,Superintendent of Highways James A.Richter,R A.Town Engineer GWB MOOTH WB P_1 TYP./ LO7p5 ffP5 ,ZTH FACE CMU LOPP59 FACE P5 8CMU N e 4 7 31 C-2 TYP C-1 TYP. O C-2 P. ZZ 30 29 30 6 63 .J O 31 C-2 TYP. O EB-1 'fYP. EB-1 TYP. EB-1 TYP. It UP EB 2 TYP.1 TYP. EB-1 TYP. EB 1 TYP. 4" EB-1 TYP. CC-21YP. C-2 TYP. C-1 TYP. _4 5 5 5 D 5 D D C C D 13 EAST 13 SOUTH 1 13 WEST 13 SOUTH 2 13 NORTH 14 EAST 14 SOUTH 14 WEST 14 NORTH 15 EAST 15 SOUTH 15 WEST 15 SOUTH MEP and Supervising Engineer. DESIGN LEARNED INC. ROOM# 15: KENNEL AND KENNEL EXRERIOR RUN SIDE WALLS 114-116 Main Street 6 ROOM# 13: STAFF SHOWER ROOM ROOM# 14: STAFF ROOM Q Norwich,CT06360 V SEE A5.3 FOR DETAILS T 860 889 7078 Architect: 1'-4" STUDIO A/B ARCHITECTS SL 0,1 ,12 MOOTH FACE CMU SL 0,1 ,12 New York,1124190 Main 957'Orient L1 L1 L1 MOOTH T:631 323 1426 1 AC-1 P1 r� C UE P1 �J Structural Engineer. ISLA ENGINEERING SERVICE CO. CJ 12 Centralwoods Lane Brookhaven,NY 11719 c er T:631 286 7448 Civil: ' 832 0 0 0 0 0 0 0 0 0 0 8 JAMES A. RICHTER EB-3 TYP. EB-3 TY 68 TYP. EB-3 TYP. 4" EB-3 TYP. TOWN of SOUTHOLD L-CC-2 TYP. C-1 TYP. C-1 TYP. t C-1 TYP. 4 4 53 Road 095 Bain 1 971 T:631 765 1560 7 6 D C 6 7 OC D 16 EAST 16 SOUTH 16 WEST 16 NORTH 9 ROOM# 16: KENNEL AND EXTERIOR RUN SIDE WALLS SEE A5.3 FOR DETAILS ,�--4 NOTE: MOOTH SL 3,1 ,15 T� SL 3,1 ,15 r L1 L1 L1 CMUE P1 P1 MOOTH t 4C-1 FACE CMU CD Nn' 50 o �)ryP. 000000aa - 33 9 1,ILU, I EB-2 TYP. EB-2 TYP. EB-2 TYP. �ECB-2 TYP. EB-2 TYP. C-1 TYP. C-1 TYP. -2 TYP. C-1 TYP_ 7 6 G E 6 7 E G 17 EAST 17 SOUTH 17 WEST 17 NORTH INTERIOR ROOM# 16: KENNEL AND EXTERIOR RUN SIDE WALLS 9 SEE A5.3 FOR DETAILS ELEVATIONS 2 date: 1/31/07 revision: scale: 1/8"=1'-0" A2 . 7 24 of 66 SOUTHOLD TOWN `° 7P2 ANIMAL SHELTER P2 AC- P2 P2TYP. P P TYP. rr rr r 35 i P-28 P 27 - 10 35 37 Q� 6 10 10 10 10 EB-2 TYP. EB-2 TYP. EB-2 TYP. TYP. EB-2 TYP. EB-2 TYP. EB-2 TYP. EB-2 TYP_ EB-2 TYP. EB-2 TYP. C-2 TYP. C-2 TYP. C-2 TYP. �.IEEB-2 C-2 TYP. C-2 TYP. C-2 TYP. C-2 TYP. C-2 TYP. C-1 TYP_ C-2 TYP. C-2 TYP. 11P.1p. 6 6 6 6 project #0503 OO O O 0 O 0 0 O O O 0 PECONIC LANE 18 EAST 18 SOUTH 18 WEST 18 NORTH 19 EAST 19 SOUTH 19 WEST 19 NORTH 20 EAST 20 SOUTH 20 WEST 20 NORTH 1 ROOM# 18: FOOD PREPARATION/LAUNDRY 2 ROOM# 19: STORAGE ROOM#20: STORAGE PECONIC, NY 11958 SCTM #: Lo LID Lo nP4 1000-75-05-14.1 P- P- AC- TYP• TYP. P4 Typ P4 P4 38 39 P_8 y 28 29 ri 6 Owner. 20 Jc- 41 TOWN OF SOUTHOLD EB-2 TYP. �EEB-2 TYP. LIEB-2 TYP. FEB-2YP. L&B-2 TYP. EB-2 TYP. EB-2 TYP. EB-2 TYP. EB-2 TYP. EB-2 TYP. EB-2 TYP. EB-2 TYP. 53095 Main Road C-2 TYF'. C-2 TYP. C-2 TYP. YP. C-1 TYP. C-2 TYP. L_CC-2 TYP. C-2 TYP. 1�'C-2 TYP. C-1 TYP. C-2 TYP. C-1 TYP. Southold,NY,11971 T:631 765 1800 Scott A-Russell,Supervisor 5 4 4 5 Louisa P.Evans,Town Justice William P Edwards,Councilman Albert J Krupskl Jr,Councilman 21 EAST 21 SOUTH 21 WEST 21 NORTH 22 EAST 22 SOUTH 22 WEST 22 NORTH Thomas H.Wickham,Councilman 23 EAST 23 SOUTH 23 WEST 23 NORTH Daniel C Ross,Councilman Elizabeth A Neville,Town Clerk ROOM#21: JANITORY CLOSET ROOM#22: PLUMING MACHANICAL ROOM Patricia A.Finnegan,Town Attorney Peter W Hams,Superintendent of Highways 4 J ROOM#23: James A Richter,R A.Town Engineer LO LO LO ! AC 1-7 LO ® nAC- P5 TYP. P5 P5 TYP, TYP P-2 P-2 P-2 5 / 1 37 „ . J ♦ I C1 47 P 2 3 2 24 43 - 8 00 46 q r 03 31 31ILA co 12PECB 4 4 �- EB-2 TYP. J�EB-2 TYP. LIEB-2 TYP. EB-2 TYP. EB-2 TYP. EB-2 TYP. EB-2 TYP. EB-2 TYP. EB 2 TYP. TYP. EB-2 TYP. EB-2 TYP. MEP and Supervising Engineer.C-2 TYP. C-2 TYP. C-2 TYP. C-1 TYP. C-1 TYP. C-2 TYP. C-2 TYP. C-1 TYP. C-2 TYP. TYP. C-2 TYP. C-2 TYP. DESIGN LEARNED INC. 114-116 Main Street 5 5 5 J H 5 H J 4 4 Norwich,CT 06360 T:860 889 7078 25 EAST 25 SOUTH 25 WEST 25 NORTH 26 EAST 2$ SOUTH 26 WEST 26 NORTH Architect: 24 EAST 24 SOUTH 24 WEST 24 NORTH 7 ROOM#24: SICK CAT ISO. Q ROOM#25: ISO (S ROO STUDIO A/B ARCHITECTSM#26: EXAM 24190 Main Road,Orient V New York,11957 T:631 323 1426 f2'� Structural Engineer. AC- TYP. TYP. P- P- ISLA ENGINEERING SERVICE CO. P TYp TYP. TYP. 12 Centralwoods Lane Brookhaven,NY 11719 T:631 286 7448 t° '� 00 18 41 40 CIVII: N _____ 2,3 23 0 _____ I "' 17 /� 13 04 ,j 47 JAMES A. RIGHTER 44 bo - 1 - - � TOWN OF SOUTHOLD �4 22 South Main Road �j .�� Southold, 1511971 `r T:631 765 1560 EB-2 TYP. EB-2 TYP. EB-2 TYP. EB-2 TYP. 6ECB-1 TYP. EB-1 TYP. EB-1 TYP. IEB-1 TYP.VB- . EB-2 TYP. EB 22 TYP. EB-2 TYP. -1 TYP. C-1 TYP. C-2 TYP. C-2 TYP. . C-2 TYP. C-2 TYP. C-2 TYP. C-1 C-2 P. C-2 TYP. C-2 TYP. J H H J J H H J 3 J 3 J 27 EAST 27 SOUTH 27 WEST 27 NORTH 28 EAST 28 SOUTH 28 WEST 28 NORTH 29 EAST 29 SOUTH 29 WEST 29 NORTH NOTE: 1 O ROOM#27: ELECTRICAL MECHANICAL ROOM ,� ,� ROOM#28: HOLDING ROOM ,� ROOM#29: DROP-OFF LOBBY I I 1 40 38 38 N 11 47 45 0 — OP N 40 �� A 40 O X 37 38 39 42 44 46 k— 4 41 3 -� Zo �o E, CV N (V (V EB-1 TYP TYP. Q,/4E-B-1B-1 TYP. EB-1 TYP. EB-1 TYP. EB-1 TYP. INTERIOR C-1 TYP ;C-2 TYP. C-2 TYP_ C-2 TYP. C-1 TYP. C-2 TYP. 5 5 ELEVATIONS 3 H C-3 EA13T C-4 EAST C-4 SOUTH C-4 WEST C-3 WEST C-4 NORTH C-3 SOUTH C-3 NORTH 1 ROOM# C 3, -4: CORRIDORS date: 1/31/07 revision: scale: 1/8"=1'-0" A2 . 8 25 of 66 SOUTHOLD TOWN MTL ROOFING SYSTEM 3 STRIP VENT 4.1 ANIMAL SHELTER 5/8"GW13 WHERE RS-400 BY COR-A-VENT / INDICATED ON OR EQUAL CEILING PLAN A.102 KEER V VENT SPACE; 4 ----METAL STANDING SEAM -----METAL STANDING SEAM \ �� ROOFING SYSTEM ROOFING SYSTEM 12 2000 SERIES BY ENGLERT OR EQUAL 2000 SERIES BY ENGLERT OR EQUAL SL10,1 ,12, ,14,15 3/4" FIRE RATED 2 3/4"PLYWOOD SHEATHING ON 2X12 ACQ LEDGER / q'R30C BATTT PLYWOOD SHEATHING ON 4.1 2X12 ACQ RAFTERS @16"O.C. 2X12 ACQ RS // INSULATION SEE DWG 1 ON A5.3 2X12 RAFTERS @16"O.C. EXPOSE � 1/2"CEDAR PLYWOOD STRIP VENT 1 B,F 2X FASTENED ON B.O. RS-400 BY COR-A-VENT ATTIC SHEATHING OR EQUAL D,E A4.2 �� �� EXPOSED / \ '"FIBER CEMENT BOARD 2X8 ACQ RAFTERS / \ ON BLD'G PAPER @16"O.0 == project #0503 NMI ON PLYWOOD SHEATHING I I I ON 2X8 STUDS FOR ROOF AND 4 C,G / l —EXPOSED RAFTERS GUTTER DETAILS SEE / SITE: \ / 1X10 FASCIA / METAL FLASHING �� 1/ I ACOUSTIC COATING ON 1/2" / \ 1"SPACER ' .�•. " , 2X8 AC GER , PECONIC LANE CEMENT BOARD L2X10 CEILING JOISTS @16"O.C. �/ /2 CEDAR PLYWOOD / 4x8x16 BLOCK \ / PECON IC, NY 11958 i FASTEN ON B.O.SHEATHING METAL GUTTER \� W/8 1/4"R30C BATT INSULATION 4xBx16 BLOCK \ ACOUSTIC COATING ON 1/2" 5/8"GWB, PAINTED,OR /g GWB 2-2X8 ACQ \ CEMENT BOARD ACOUSTIC COATING ON 1/2" 2-2X4 ACQ 2-2X8 ACQ FAINTED 12X8X16 INSULATED CEMENT BOARD �. 2X6 ACQ CONCRETE BLOCK 5 SCTM #: BOND BEAM \ / USE BOTH SIDES :� 1000-75-05-14.1 BOND BEAM 1X10 FASCIA �_ / SMOOTH SURFACE • 1"THICK SPACER SEE A4.2 FOR 12X8X16 INSULATED �. 8X8X16STANDARD i� ~\�� 12X$X16NRG 4X6TREATEDPARALLAM , MASONRYCONST. CONCRETE BLOCK CONCRETE BLOCK \ INSULATED — SEE A4.2 FOR // \ 4 CONCRETE BLOCK MASONRY WALL / \ SEE A4.2 FOR s CONST. I MASONRY CONST. MOOTH FACE I I SMOOTH FACE ! k: INTERIOR SIDE �\ / NRG ICMU 2"X2"SQUARE / SPLIT FACE NRG { TYP. CHAIN LINK,2 1/4"MESH, // IN CAT TERRACES STEEL TUBE POST „y ICMU,TYP. 12 GAUGE �i CAT !` @4'O.0 TERRACE CAT > CAT I ... _ TERRACE % STORAGE \ DOG OPENING \ / • � � f. W/GUILLOTINE DOOR �� �� 2 Owner. KE NEL 1/2"PER 12" \\ -- a.2 KENNEL / E ERIOR RUN MIN.SLOPE INTERIOR RUN TOWN OF SOUTHOLD I SE DWG 1,7 ON A.503 FULLY SEE DWG 1,7 ON A.503 53095 Main Road 1\ / RUN FLOOR GROUTE Southold,NY,11971 4 \ �\ c.r A4.2 , \ 1/4"PER 12"SLOPE T:631 765 1800 4 2 4"VENEER / "STANDAR Scott A Russell,Supervisor CM U Louisa P.Evans,Town Justice \ _ \ FLASHING William P Edwards,Councilman Albert J Krupski Jr,Councilman I I SEE STRUCTURAL DWGS I/ INTERIOR F.F. Thomas H.Wickham,Councilman I I Daniel C Ross,Councilman FOR FOUNDATION,TYP. I Elizabeth Patricia A.Finnegan,Town Attorney Peter W.Hams,Superintendent of Highways FINISHED GRADE / FINISHED GRADE / \ SEE STRUCTURAL DWG � � FOR FLANGE James A.Richter,R A-Town Engineer SEE STRUCTURAL DWG SEE STRUCTURAL DWG FOR FOUNDATION FOR FOUNDATION B, F 1 EE A4.2 FTYPICAL WALL SECTION AT FASCIA ���WALL SECTION AT FASCIA IN CAT TERRACE ��� TYPICAL WALL SECTION AT EXTERIR AND INTERIOR KENNEL RUNS SOR TYPICAL MASONRY CONST. G SEE A5.4 FOR CAT TERRACE DETAILS `� SEE A5.3 FOR KENNEL DETAILS TAL STAN ING SE I MEP and Supervising Engineer. DESIGN LEARNED INC. 2 0 SERIES BY EN ERT OR EQUAL 114-116 Main Street PLYWOO SHEAT ING ON Norwich,CT 06360 2 12 RAFTER @16" T,860 869 7078 Architect: STUDIO A/B ARCHITECTS 24190 Main Road,Orient New York,11957 T-631 323 1426 Structural Engineer. PLIT ISLA ENGINEERING SERVICE CO. r FACE 12 Centralwoods Lane Brookhaven,NY 11719 GABLE WALL T:631 286 7448 12XB)<16 STANDARD CONCRTE BLOCK �r —� 4,1 Civil: JAMES A. RICHTER OPENINGS FOR DUCTS 1' 1 TOWN OF SOUTHOLD 53095 Main Road AND THE LIKE TO BE Southold,NY,11971 DETERMINE r •.•: ATTIC ATTIC T:631 765 1560 r 3/4"FIRE RATED PLYWOOD 3/4"FIRE RATED PLYWOOD ATTIC :e ;• ATTIC SHEATHING SHEATHING WHERE NEEDED WHERE NEEDED FIRE RATED 2X10 CEILING JOISTS @16"O.C. 2X10 CEILING JOISTS @16"O.C. 3/4"PLYWOOD SHEATHING W/8 114"R30C BATT W!8 114"R30C BATT r WHERE NEEDED INSULATION INSULATION ROME, NOTE: CONTINUOUS 5/8"GWB, 5/8"GWB, BOND BEA + PAINTED,TYP i PAINTED,TYP rf (2); 5 CONTINUOU 2-2X4 ACQ 2-2X3 AC REBAf? BOND BEA f AS PER L-2X10 CEILING JOISTS STRUCTURAL DWGS @16"O.C.W/8 1/4"R30C } BATT INSULATION 8"STANDARD 4"STANDARD EXTERIOR •r`•' r CONCRETE '," CONCRETE PERIMETER WALL: } BLOCK BLOCK USE 12X8X16 NRG SMOOTH SMOOTH INSULATED r. FACE FACE CONCRTE BLOCK BELOW BOND BEAM e ;• INTERIOR WALL: 12X8X16 STANDARD r CONCRETE BLOCK MOOTH Z. FACE TYPICAL WALL SMOOTH `r�•'• SECTIONS FACE SEE SEE ' STRUCTURAL STRUCTURAL NOTES: SEE STRUCTURAL DWGSFOR DWGSFOR DWGSFOR SEE STRUCTURAL DWGS FOR date: 1/31/07 t FOUNDATION FOUNDATION FOUNOATIO FOUNDATIONS , REBARS revision: scale: 1/2"=1'-0" 4 TYPICAL G4BLE WALL SECTION TYPICAL s"THICK MASONRY PARTITION TYPICAL 4"THICK MASONRY PARTITION 5) 6 A3 . 1 26 of 66 ROOF PANEL 2000 SERIES BY ENGLERT OR EQUAL SOUTHOLD TOWN ASTM D226 430 FELT MTL ROOFING SYSTEM 4 RIDGE CAP (3)#1 d-12X1"SCREWS PER PANEL ANIMAL SHELTER ENGLERT HT UNDERLAYMENT 12 STRIPRS 40T VENTING MATERIAL V-600 BY COR-A-VENT,OR EQUAL 3/4"PLYWOOD SHEATHING ROOF PANEL 2000 SERIES BY ENGLERT OR EQUAL BY COR-A-VENT OR EQUAL STITCH SCREW Z CLOSURE CUT TO FIT BETWEEN @ 24"O.C. PANEL,SET IN 2 CONT.BEADS OF ROOF CLIP ASTM D226#30 FELT SEALANT AND CAULKED VERTICALLY 42000 SERIES 6"FROM PANEL END ROOF PANEL AT SEAMS(SEALANT PROVIDED BY ENGLERT HT UNDERLAYMENT 12 ENGLERT) 3/4"PLYWOOD SHEATHING ASTM D226 30#FELT (BY ENGLERT) ROOF CLIP ENGLERT HT 6"FROM PANEL END UNDERLAYMENT DE SOLID DECK RIP EDG 3/4"PLYWOOD r SHEATHING Z CLOSUR APRON7 _�� 3/4" PLYWOOD SHEATHIN GUTTER STRAP DRIP EDGE BOX END OF project #0503 @ 30"O.C., 1/4"FIBER CEMENT BOARD FIELD FORM P\RF O`f I PANEL APRON KEEP 1"VENT SPACE SITE: METAL GUTTER GUTTER STRAP 2X12 ACQ LEDGER PECONIC LANE .063"ALUMINUM @ 30"O.C., BLEACHING OIL PECON IC, NY 11958 INDUSTRIAL GUTTER IG2 C6 FIELD FORM BY METAL-ERA,OR EQUAL EXPOSED 2X12 RAFTERS " PER 12"SLOPE MIN. BLEACHING OIL M . N METAL GUTTER 1000-75-05-14.1 .063"ALUMINUM 1/4"FIBER CEMENT BOARD 2X12 ACQ RAFTERS INDUSTRIAL GUTTER IG2 C6 FASTEN TO THE B.O.SHEATHING EXPOSED BY METAL-ERA,OR EQUAL USE STRIPS OF J'EXTERIOR PLYWOOD R T19'PER 12"SLOPE MIN. IF THE ROOFING FASTENER ENDS APPEA _ THE BOTTOM OF ROOF SHEATHING 1"THICK SPACER PIECE 5" `r 2X8 KEEP AIR SPACE FORVENT 2-2X4 ACQ l 1X10 FASCIA 2-2X6 CUT FROM 1 X1 2 TREX ORIGINAL FIBER CEMENT BOARD WINCHES'fER GREY 2X4 ACQ / d 5„ BLEACHING OIL @16TO.C. / d 1"THICK SPACER ON BLD'G PAPER STRIP VENT / S-400 BY COR-A-VENT OR EQUAL / ° / 1X10 FASCIA ON PLYWOOD N 2X8 STUDSOwner. CUT FROM 1X12 TREX ORIGINAL 4x8x16BLOCK WINCHESTER GREY TOWN OF SOUTHOLD / "THICK SPACER \ 53095 Main Road 4 a / 1 \ TYPICAL VENTED RIDGE DETAIL Southold,NY,11971 / \ 6 T:631 765 1800 3"=1'-0" .063"ALUMINUM / ° / 2X4 ACQ \ \ Scott A,Russell,Supervisor INDUSTRIAL DOWNSPOUT / Louisa P.Evans,Town Justice CLOSED FACE Z"X3" / / / / / / 4X16X8 CONC.BLOCK \ William P Edwards,Councilman Albert J Krupski Jr,Councilman BY METAL-ERA OR EQUAL . Thomas H.Wickham,Councilman q+•,.•, ,�,• ,1,Af \ Daniel C Ross,Councilman 1. \ Elizabeth A Neville,Town Clerk .063 ALUMINUM \ \ \ \ Patricia A.Finnegan,Town Attorney INDUSTRIAL DOWNSPOUT \ \ \ \ Peter Hams,Superintendent of Highways 2-2X8 ACQ / / / 4 // CLOSED FACE 2"X3" \ \ \ \\ \ \ James A.Richter,R A-Town Engineer BY METAL-ERA OR EQUAL \ \ \ \ \ 12X8X16 BOND BEAM 12X8X16 NRG 8X8X16 BOND BEAM / d / INSULATED CONCRTE BLOCK SEE STRUCTURAL DWGS// // // / FOR RE-BARS MASONRY CONST. SEE 0 / / // // ° // 8X8X16 STANDARD CM // // 1 TYPICAL VENTED FASCIA END DETAIL TYPICAL FASCIA END DETAIL AT CAT TERRACE TYPICAL FASCIA END DETAIL AT KENNEL AREA 12X8X16 STANDARD CONCRETE BLOCK / ° • / SERIES ROOF PANEL / 4 d 84"R30C BATT INSULATION ASTM D226 30#FELT(BY ENGLERT) SEALANT / ENGLERT HT UNDERLAYMENT BY ENGLERT / MTL ROOFING SYSTEM /SOLID DECK 4 ° / MEP and Supervising Engineer. ROOF PANEL 2000 SERIES BY ENGLERT OR EQUAL STRIP VENT A FLASHING // ° ; / DESIGN LEARNED INC. E 114-116 Main Street RS-400 BY COR- VENT d T 860 Norwich, CT078 CONT.BUTYL TAPE ASTM DD226#30 FELT d / 4 OR EQUAL CONT.BUTYL TAPE / d / Norwich,CT06360 BY ENGLERT ° ENGLERT HT UNDERLAYMENT 12 ( B FLASHING 3/4"PLYWOOD SHEATHING BY ENGLERT / / Architect: STITCH SCREW ' ROOF CLIP @ 12"O.0 FASTENER @ 24"O.C. ° / STUDIO A/B ARCHITECTS d 24190 Main Road,Orient New York,11957 6"FROM PANEL END / T:831 323 1426 GABLE FLUSHING // ,° / Structural Engineer. #10-12 X 1"WOOD SCREWS ISLA ENGINEERING SERVICE CO. @12"O.C. 001, / 4 / / 12 Centralwoods Lane DRIFT EDGE / Q Brookhaven,NY 11719 3/4"PLYWOOD SHEATHIN CLEAT / d d / T:631 286 7448 APRON1/4"FIBER CEMENT BOARD GUTTER:STRAP KEEP 1"VENT SPAC / / / / ° / civil. @ 3a"O.C., / JAMES A. RICHTER FIELD FORM LEXPOSED RAFTERS / ° ° • / 53095 Main Road EXPOSED 2X8 RAFTERS 2X8 AT KENNEL AREA d 4 TOWN OF SOUTHOLD - BLEACHING OIL 2X12 AT CAT TE d / 2000 SERIES ROOF PANEL 4 < / d / Southold,NY,11971 T:631 765 1560 METAL GUTTER ASTM D226#30 FEWLT .063"ALUMINUM 1/4"FIBER CEMENT BOARD / INDUSTRIAL GUTTER IG2 C6 FASTEN TO THE B.O.SHEATHING d / ° / USE STRIPS OF 3/8"EXTERIOR LEDGER / d ENGLERT HT UNDERLAYMENT / ° BY METAL-ERA,OR EQUAL 2X8 ACQ AT KENNEL AREA / -L"PER 12"SLOPE MIN. PLYWOOD AS SPACER 2X12 AT CAT TERRACE 4 // SOLID DECK / 4 / 16 IF THE ROOFING FASTEN _ DS ° / / ° / =' APPEAR FROM T TTOM OF / d c ROOF SH G FOR WALL CONSTRUCTION 1 2X6 ACQ // SEE / 4 a / / ° NOTE: 10 ° 1"THICK SPACER // / / / // 12X8X16 STANDARDD CONCRTE BLOCK / 4 d 4 / / 4 d 4 / 1X10 FASCIA "'' CUT FROM 1X12 TREX ORIGINAL •� / TYPICAL GABLE DETAIL TYPICAL SIDE WALL DETAIL WINCHESTERGREY 4 1"THICK SPACER 2X6 ACQ 01 4X6 TREATED PARALLAM BLEACHING OIL / / 100 / ° STAINLESS STEEL HOSE CLAMP VENT PIPE SEE STRUCTURAL DWGS FOR FLANGE SEALANT BY ENGLERT / / / / / ROOF JACK(DEKTITE OR 2"SQUARE STEEL TUBE POSTS / EQUAL) @ 48"O.C. .n... •. . • ...;•. SCREWS @ 1"O.C. �TYPICALCIA END DETAIL AT KENNEL AREA TYPICAL FASCIA END DETAIL AT KENNEL AREA ESEALANT NGLERT BY TYPICAL ROOF 3"=1'-0" DETAILS SOLID DECK SOLID DECK 2000 SERIES ASTM D226 30#FELT(BY ROOF PANEL ENGLERT) ENGLERT HT UNDERLAYMENT - date: 1/31/07 9 TYPICAL VENT DETAIL revision: NOTE: scale: AS NOTED SEE A7.2 FOR SKYLIGHT DETAILS A4 . 1 27 of 66 (1)USP-MTW30C TWIST STRAP AT EACH RAFTER SOUTHOLD TOWN RAFTER SPACING 16"O.C.MAX. 8X8X16 12X8X16 ANIMAL SHELTER (14)10d NAILS INTO RAFTER 12 X 8 X 16 (14)10dx1-\NAILS INTO PLATES STRAP TO LAP �'rylti 2 1/4"X 7 5/8"X 7 5/8" ✓' 2 1!4"X 3 5/8"X 7 5/8" UNDER BOTTOM OF LOWEST SILL PLATE MEMBER 2 1/4"X 3 5/8"X 7 5/8" ' NAILING OF PLATE TO INCLUDE SIDE FACE OF PLATE 'i•:�• 12 X 8 X 16 AND UNDERSIDE OF PLATE M'• �,. Y'••�,. SEE;STRUCTURAL DRAWINGS �' •` „ti �,., r ,. "; LISP STB20 ANCHOR BOLT 36"O.C. _ •'°'�:lr' 1�': •::i�.1.. '�'�:1r' AS PER STRUCTURAL DWGS " "�'i� "�'�� `• ' �'i� : SEE A4.1 FOR ROOF,FASCIA AND GUTTER DTAILS project #0503 4x8x16 BLOCK SITE: FLASHIN�� - :. >'•r',:.:;: :ti;':., PECONIC LANE 2-2X8 ACQ n}•-• !.! .T y4 :, •. ; • v•.r:r�•: a • ��:. " ' PECONIC NY 11958 12X8X16 CONCRETE BOND BEAM GROUT FILLED SOLID (2)#5 CONTINUOUS REB,AR ♦ ♦�,�:•',:: ' •'? •* ;�;,�;:, ,;,i j i^ ; �:�; i;:. SCTM #: AS F'ER STRUCTURAL DWG �'' `� 1000-75-05-14.1 44 HOOKS EMBEDDED 6"INTO BOND BEAM :`' ; • 8 X 8 X 8 AT 24"O.C.AS PER STRUCTURAL DWGS 12X8X16 ti 1 •� :•,•f• 4•,�'i :•• :• , t 12X8X16 12X8X16 INSULATED CONCRETE BLOCK :;'�: , �•:tcr�. ::1:L a".'•;.`, :.`.�: 8XBX16 =..ti'-::�:,::. ' 8X8X16 1 TYPICAL TOP OF EXTERIOR WALL DETAIL W/ 12" BOND BEAM 12 X 8 X 16 12X8X16 EDGE OF FLASHING SEALED � BY MORTAR FROM JOINT !' •• 2 1/4"X 3 5/86"X 7 5/8" y 2 1/4"X 3 5/8"X 7 518" Owner. :.;. TOWN OF SOUTHOLD . ; ��•.* ; STOP FLASHING AT INSIDE ••••• •:�•+'� =. +; '�: •••• ;• :%: OF FACE SHELL •,:{.lr• i 1.r. {T;., 1:;•1. 12 X 8 X 16 53095 Main Road 12X8X16 INSULATED CONC.BLOCK ;��♦ ���, ' ;� r i;.; +'i:.; , 7;4•,. , t,r.: t,�r.e'• Y.r•. Southold,NY,11971 GROUT FILLED SOLID . ♦ •.'. •. i•;I. •.; T:631 765 1800 •: � • • 8X8X16 • • ' i 2X8X16 SOLID CONC.BLOCK y..' r ;; „ 9"+. ;•• , ` r .•�. .� f,•+,•.•: � ., �f'a �••+,.r, Scott A-Russell,Supervisor 10X8X16 INSULATED CONC.BLOCK ! i':�r` ' : 'f' i;1'' " ?:'• ' " � •, •;, .,, ,. •�,�C r, Louisa P.Evans,Town Justice GROUT FILLED SOLID ♦ ``''` ` " '"~i'iI'`• William P Edwards,Councilman •�::• f :• r!: L't:• ::a r,Y�:•: ,.:.t•:S' r!i:,; Albert J Krupski Jr,Councilman WEEP„,-Z24"O.C.MIN. ;��.i. „y •. 'a"M::.. ����M1 Thomas H.Wickham,Councilman FLASHING— Patricia r • •• ��ty� i';a '�• '�''' i"y <='''`'°''. Elizabeth Neville,Town Clerk ' . Daniel C.Ross,Councilman Patricia A.Finnegan,Town Attorney CONCRETL= BOND BEAM °! .� (4}#5 CONTINUOUS REBAR , r: •'.�' '�'�'1' Peter W Harris,Superintendent Highways •• : _ , .a perintendent of • .�• •; ,••gy;,.. ••7•i; ar»':';�:...•�• c;'•• .• •;� �;i . JamesA-Richter,RA.TownEngineer GROUT FILLED SOLID �,. ♦ , j�' AS PER STRUCTURAL DWGS :SEE DOOR AND WINDOW «� �; '' • •• ;±-• t w�e•,•�`.. •�:•:.a :..:•. . :. ..;,.: DETAILS FOR •:::' 'tom ;�;?.:. ;:•''►'`:: :.,�"'�" r"i'r �.. INSTALLATION DETAILS e. OPENING EXTERIOR 2 TYPICAL C O O G HEAD DETAIL w/ 12 BOND BEAM , , • SEE WINDOW DETAI'_S ',•.• :"i.7;``:��'.� `�•.� t.,•'• Y�'L'• nF: ..i•.•'a5� :L••'TT::''y.•.;,. 4 :ii7�:'.i FOR SILL DETAILS ON A7.2 T. y;•. MEP and Supervising Engineer: ♦ •'% :.., ::'::' ":;:ti+r:• 12 X 8 X 16 12X8X16 :, DESIGN LEARNED INC. INSULATED CONCRTE BLOCK :;:t w: 'i '• ' <: ,y :,�:; y 114-116 Main Street '�;•• ♦ 8 X 8 X 16 9 ;;•. Norwich,CT 06360 ;•o-•- '�'":'"r�; T•860 889 7078 Architect: TYPICAL EXTERIOR WINDOW SILL DETAIL 3 6 TYPICAL TURNING CORNER DETAILS W/ 12' AND 12"WALLS TYPICAL TURNING CORNER DETAIL W/ 12"AND 8"WALLS Q TYPICAL 3-WALL CORNER W/TURNING (2)-12"WALLS AND (1)4'WALL STUDIO A/B ARCHITECTS C7 24190 Main Road,Onent 12X8X16 SEE STRUCTURAL DRAWINGS FOR REINFORCING BARS AND OTHER STRUCTURAL DETAILS New York,1 ♦ � ♦ ,° , T:631 323 1426428 NRG INSULATED CONCRETE BLOCV GROUT FILLED ; Structural Engineer.' ISLA ENGINEERING SERVICE CO. 2"AIR SPACE i ♦ EDGE OF FLASHING SEALED BY 12 Centralwoods Lane .• . MORTAR FROM JOINT ° . Brookhaven,NY 11719 ' STOP FI ASHING AT INSIDE OF 631 2867448 4"VENEER ;� FACE SHELL JOINT REINFORCEMENT SEALANT AND �� °. • 6"STANDARD CMU AS REQUIRED BACKER ROD C�V�I' WEEP @24"O.C.MIN. STOP AT CONTROL JOINT - S A. RIGHTER f TOWN OF SOUTHOLD FLASHING 3/8"JOINT VERTICAL REINFORCEMENT 53095 Main Road `� W/SEALANT AS PER STRUCTURAL DRAWINGS SSouthold, 561 971 PREFORMED 12X8X16 CONCRETE BOND BEAM `�`� GASKET GROUT FILLED SOLID ` „ •, , FINISHED GRADE `� —� ♦ �' %� ♦ �' %� �' POURED CONCRETE SLAB W/ #5 HOOKS @ 48"O.C.WITH '4 '•" . ;; 6x6-1.011.0 WELDED WIRE PREFORMED GASKET NOTE: 25"MINIMUM LAP AT SPLICE ". ' FABRIC,AS PER STRUCTURAL WITH VERTICAL RE-BAR • ' DWGS SEALANT AND BACKER ROD AS PER STRUCTURAL DWGS PROVIDE 6 MIL VAPOR BARRIER ♦ :'„' a UNDER SLAB OVER WELL (VPRPE'FORMED YCAL CONTROL JOINT DETAIL, STANDARD 12XBX16 ; ' ' :% COMPACTED SOIL CONCRETE BLOCK °' ' , 2"RIGID INSULATION GASKET GROUT FILLED •. ., , 48"WIDE ALONG THE NOT TO SCALE ° PERIMETER 4 •' 12"HX3O"W POURED CONCRETE z FOOTING WITH(3)#5 BARS '° • • ♦ AS PER STRUCTURAL DWGS M NOTE: NO SLAB INSULATION IS 0 0 0 REQUIRED IN NYS ENERGY CONSERVATION CODE FOR OPENING WALL RATIO IS 21.4% (LESS THAN 25%), AND IN TYPICAL EXTERIOR WALL BASE DETAIL W/NO SLAB INSULATION CLIMATE ZONE 11 b =70- TYPICAL MASONRY DETAILS FLEXIBLE FLASHING MATERIAL METAL FLASHING date: 1/31/07 W/DRIP EDGE z revision: scale: AS NOTED 5 TYPICAL FLASHING DETAIL A4 . 2 28 of 66 SOUTHOLD TOWN a " V ANIMAL SHELTER 1'3" 3' 1'-3" 6'-6" � 41 40 42 TILT MiRRQR 30 76 SOAP DISPENSER@ 1j"DIA.GRAB BAR 74 HOOK AND BUMPER o HELF 75 HAND DRYER iv 43 43 44 TOILET PAPER 70 3' 11" HOLDER 69 STAFF SHOWER �1'- 1 "DIA. 74 - 3-8" 10" — 30 3' - - project #0503 N � f:; an C2C) o SITE: O 4„ O 4" 77 2x6sTUDs coo N M PECONIC LANE PECONIC, NY 11958 �r O /8"GWB,PAINTED N a c N SCTM #: 66 � � � M M 3'-4 1/ " - N N 1000-75-05-14.1 Cn z7 01 MENS ROOM #10 EAST MENS ROOM #10 SOUTH MENS ROOM #10 WEST MENS ROOM #10 NORTH �_V-4" 4" 3'-4 1/4" 1'-0112" 3' 3'-4"� 1/2"=1'-0" 1/2"=1'-0" 4 1/2"=1'-0" 2" 5 112" co 24 23 ih U, CCD SHELF 75 Owner.• TOWN OF SOUTHOLD 53095 Main Road 3' 3' 1' 3' 3' 76 743AK TILT MIRROR 71 Southold, 1811971 T:631 765 1800 AND DRYL:K 2(i 25 I 70 74 SOAP DISPENSER Q Louisa P.Evans,Town Justice SCott A Russell,Supervisor TOILET PAPER 1 "DIA. William P Edwards,Councilman 72 72 HOLDER 69 RAB BAR Thbert J omas s H.We sham,Councilen man Daniel C Ross,Counclman Elizabeth A Neville,Town Clerk 1'-4° Patricia A Finnegan,Town Attomey 3'-3" Peter W Hams,Superintendent o1 Highways James A.Richter,R A-Town Engineer 7� 28 0 26 C71 73 73 C° 75 �� 10 75 io WOMEN 70 70 MEN 17 74 74 N I, I I I fh M M M O \ I 76 76 I N N 69 69 �° C 1 3'-2^ k-1'-s^� 3 G WOMENS ROOM#11 EAST WOMENS ROOM #11 SOUTH WOMENS ROOM #11 WEST �1/2"=Ml ENS ROOM #11NORTH MEP and Supervising Engineer. V 1/2"=1'-0" " ' " -0" DESIGN LEARNED INC. 114-116 Main Street Norwich,CT 06360 T 860 889 7078 Architect: 6'4" 4" 6'-4^ STUDIO A/B ARCHITECTS 08 —4'-4" `CQ O York, Road,Onent New New York,11957 PUPPY T-631 323 1426 Structural Engineer.- TOILET ROOMS FLAN ISLA ENGINEERING SERVICE CO. 12 Can tralwoods lane Brookhaven,NY 11719 T:631 2867448 Civil. JAMES A. RICHTER TOWN OF SOUTHOLD ut n Road T-6" CORR. Southod81NY,11971 T:631 765 1560 /8"WR GWB,PAINTED /8"WR GWB,PAINTED C1 23 Q �WR GWB, PAINTED \\ O WR GWB PINTED N N r�l, 3'-4 1/4" ON 2X6 STUDS C, M l NOTE: 71 '- 1XXTRIMS, r �? LAUAN PAINTED LA AN PAINTE AUAN PAI TED N N C' 14 3'2 3„ r-.4 CU TAIN ROD '-4" CORR. CLOSET �A WATER FOUNTAIN IN CORRIDOR#C-1 FRONT VIEW WATER FOUNTAIN IN CORRIDOR#C-1 SECTION 1/2"=1 0 u? �? io SH ER MODU E FL SJUNIE TOILET ROOM ACCESSORIES #40-40H 0 EQUAL ITEM ROOM ITEM MANU_ MANU.# I.C./ DIMENSIONS NOTES # # N.I.C. 69 10.11 TOILET PAPER HOLDER BOBRICK,OR B-2730 6 1/2"w X 4 7/8"d TOILET ROOMDETAILS FOR SINGLE ROLL A$J U805-NC I.C. HEAVY DUTY CAST ALUMINUM,SATIN FIN. A&J U1525 X 6 CV 70 10.11 HAND DRYER I.C.BOBRICK,OR B 293 1B30 12 7/8"$"w X 6 3/4"h T 71 10,11 TILT MIRROR AW U7D4 18X3 I.C. 18"X 30" 3'-4 1/4"� 3'-4 1/4" 3'-4 1A" 72 10,11 SOAP DISPENSER BOBRICK OR EQ. B-822 I.C. 4"SPOUT 5 5 73 10.11 WASTE RECEPTACLE A&J,OR EQ. U472-13 I.C. 14"W x 14"D x 2B 1/4"H FREESTANDING WITH SWING TOP COVER date: 1/31/07 TOP OF CONCRETE SLAB TO BE 1 1/2"RECESSED 74 10,11 TWO-WALL GRAB BAR BOBRICK OR EQ. B5837 I.C. 54"W x 36"D X 11"DIA CONCEALED MOUNTING revision: STAINLESS STEEL SHELF A&J,OR EQ. U775 I.C. scale: AS NOTED 75 10,11 12"W x 5"D 1 O STAFF SHOWER ROOM #13 NORTH-SOUTH SECTION STAFF SHOWER ROOM #13 EAST-WEST SECTION STAFF SHOWER ROOM #13 SOUTH-NORTH SECTION w/BRACKETs 7B 10.11 CLOTHES HOOK&BUMPER BOBRICK,OR B-212 1 1/2"W x 2"H x 3j"L 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" A&J uB 14 I.C. 77 13 SHOWER MODULE FORESTONE 40-40H I.C. RIGHT HAND SEATING 'A'//ALL ACCESSORIES A5 . 21 30 of 66 SOUTHOLD TOWN ANIMAL SHELTER G, F D, E SL10,1 ,12, 14,15 (�( 6' 4' \ �� FOR ROOF AND R�Fi�s ACOUSTIC WALL DETAILS e J-3 �� PROFILE, COATING ON 2'_g�� SEE 1/2"CEMENT 102 8" ACOUSTIC PAINTE BOARD ON 2X8 COATING ON /2"CEMENT BOARD, STUD PAINTED BOARD CEMENT project #0503 BOARD ON 2X$ ACOUSTIC COATING ON 1/2" STUDS CEMENT BOARD SITE: SMOOTH ACOUSTIC ACOUSTIC GATING ON COATING O PECONIC LANE C FACE 1/2"CEMENT 1/2"CEMENT PECONIC, NY 11958 `— BOARD BOARD 8"C U RANSOM PANEL,TYP. 2' S 8°cMu ^ SCTM #: SEE KENNEL#16 & 17 PARTITION MASONRY AXONOMETRIC DIAGRM VIEWED FROM#16 6' ,'� COVER PANEL,TYP. 5 5 `* 5'8 1/4" 1000-75-05-14.1 NOT TO SCLE LAMINTE COUNTE i ON 2X6 CCA JOISTS ,. w 10 r` KENNEL EXTERIOR RUN KENNEL INTERIOR RUN J 2' W Z ARTITION PANEL,TYP. ARTITION PANEL,TYP. a i- X 6 PLASTIC LUMBER " GATE O ON 'CEMENT BOARD E r UILLOTINE DOOR U- O XC 4 CA JOISTS Owner. @ 16 iX6 PLASTIC LUMBER STEELTUBE POST N TOWN OF SOUTHOLD Oil 1X1 GATE FRAME COVER 53095 Main Road - ATE SLOPE 1 PANEL FRAME "r_'XPO ED PIPES - Southold,NY,11971� T:631 7651800 UN FLOOR UN FLOOR v 2" 1/4"PER 12"SLOPE V1/4-PER 12"SLOPE j_ I Scott A.Russell,supervisor u? Louisa P.Evans,_ William sClINTERIOR P Edward Justice nc an F.F.OQ Albert J Krupski Jr,Councilman Thomas H.Wickham,Councilman LV cV Daniel C.Ross,Councilman WEDGE TUBE eastElizabeth Neville,Town Clerk Patriciaa A. Finnegan,Town Attorney 2 Peter W Harris,Superintendent of Highways James A-Richter,R A-Town Engineer TROUGH KENNEL BENCH SECTION KENNEL SINK COUNTER SECTION KENNEL#16 & 17 PARTITION MASONRY AXONOMETRIC DIAGRM VIEWED FROM#17 1/2"=1'-0" C 1�/2"-•1'-0" NOT TO SCALE 1 TYPICAL TYPICAL KENNEL 106, 107 SECTION THROUGH EXTERIOR AND INTERIOR RUNS co 1' WEP N r and Supervising Engineer.• DESIGN LEARNED INC. 14-116 Main Street G D orwich,CT 06360 LO 860 889 7078 Architect: TUDIO A/B ARCHITECTS LL 24190 Main Road,Orient O 0 ew York,11957 (r Z Z / 631 3231426 FOR ROOF AND g RS LU WALL DETAILS �RPF�E w o JO N Structural Engineer. SEE 3 __ I i U � U / 5'-103/8"TO WALL SURFACE/2"CEMENT BOARD, 0 � SLA ENGINEERING SERVICE CO. I PAINTED -v d a 11 / 5/8 2CentralwoodsLane } 6'TO WALL SURFACE rookhaven,NY 11719 6'TO WALL SURFACE 0 :B31 286 7448 O ACOUSTIC COATING ON o _ W Z Z W o Wad IVI ` 1/2"CEMENT BOARD g _ Z r W o o AMES A. RICHTER �. Q U SMOOTH �i C� 1' w a p � W OWN OF SOUTHOLD FACE J PROFILE / i*s Q C9 Q d i3095 Main Road Ur it t1 n- 3outhold,NY,11971 � I W :631 765 1560 Z J 1z Z F— f . � O0 LLJ / KENNEL i ti' 1 NOTE: " i 15 ce r � :�:�'�•�"• � C 5'-9 1/4"TO WALL SURFACE 10, VALE SURFACE 1/4-20 B kRREL NUT SS 1/4-20X1 1/4-20 BARREL NUT SS 1/4-20X1 MOUNT I G PLATE KENNEL KENNEL TRUSS HD PHL SS MOUNTING PLATE TRUSS HD PHL SS EXTERIOR RUN INTERIOR RUN GATE F ME SEE DWG 91 ABOVE SEE DWG#1 ABOVE `' —'�- `�--- PARTITION PANEL PARTITION PANEL 71PARTITION PANEL FRAME TYP. FRAME / POST MOUNTING ANGLE UO 0- GATE FRAME 2"SQUARE STEEL TUBING �P' co / @4'O.C_,TYP. 1A"CONCRETE ANCHOR M / HOT DIP GALVANIZED TYP. W w a KENNEL DETAILS SEE STRUCTURAL DWGS H / 1' EXTRIOR RUN INTERIOR RUN U 1 O / O O 1' W z ° z date: 1/31/07 J W z 6 KENNEL 105 SECTION / o revision: scale: AS NOTED 7 TYPICAL KENNEL EXTERIOR AND INTERIOR RUNS PLAN SECTIONS A5 . 3 31 of 66 SOUTHOLD TOWN 4 12 ANIMAL SHELTER 3 4 i 1 I 1 I ----METAL STANDING SEAM \ ROOFING SYSTEM i 2000 SERIESE BY ENGLERT OR EQUAL ' --' k �1 1/2"X 1 1/2"X 1/8"@ 48"O.C. 314"PLYWOOD SHEATHING ON 12 FASCIA ATTIC 2X12 RAFTERS @16"O.C. C 1 3/4"X 1 3/4"X 1/8" OT DIP GALVANIZED STEEL ANGLE 1!4"FIBER CEMENT BOARD iv W/1X2 CEDAR BATTEN N HAIN LINK,2 1/4"MESH,12 GAUGE BLEACHING IL 16"O.C. project #0503 ON BLD'G PAPER ON PLYWOOD SHEATHING ON 2X8 STUDS SITE: 2X12 RAFTERS 1/2„ PECONIC LANE EXPOSED PECONIC, NY 11958 BLEACHING OIL CMU OPENING 1A"FIBER CEMENT BOARD >. SCTM FASTEN TO BOTTOM OF SHEATHING °, 1000-75-05-14.1 USE STRIPS OF 3/8"EXTERIOR PLYWOOD 8X8X16 STANDARD E4 AS SPACER NRG INSULA12X8TEID ,. NET DETAIL CONCRTE BLOCK \ IF THE ROOFING FASTENER ENDS APPEAR FROM THE BOTTOM OF ROOF SHEATHING CONCRTE BLOCK ^ SEE DWG 2 ON :. SEE DWG 2 ON SHEET A3.1 FOR / SHEET A3., WALL CONST. 1\ MOOTH FOR WALL CONST. s FACE SMOOTH FACEry CHAIN LINK,2 1/4"MESH, o� 12 GAUGE— M CAT CAT CAT q m TERRACE STORAGE s TERRACE d 06A 04A TOOWN OF SOUTHOLD E- 53095 Main Road Southold,NY,11977 T:631 765 1800 / \ Scott A Russell,Supervisor Louisa P.Evans,Town Justice William P Edwards,Councilman LOOR !� Albert J Krupski Jr,Councilman LOOR ao ;- DRAIN %j DRAIN N EI aheth A NevThomas H. ille, n le,Town Clerk Daniel C.Ross,Councilman Patricia A.Finnegan,TownAttomey Peter W Hams,Superintendent of Highways James A-Richter,R A.Town Engineer INTERIOR F.F. INTERIOR F.F. EE STRUCTURAL DWGS FOR FOUNDATIONS TYP. B F WEST-EAST SECTION THROUGH CAT TERRACES MEP and Supervising Engineer: DESIGN LEARNED INC. 114-116 Main Street Norwich,CT 06360 T 860 889 7078 Architect: STUDIO A/B ARCHITECTS 24190 Main Road,Onent New York,11957 T:631 323 1426 A. Structural Engineer. " ISLA ENGINEERING SERVICE CO. .,� 12 Centralwoods Lane Brookhaven,NY 11719 ,t T:631 286 7448 ClVil: JAMES A. RICHTER r .S.r+'X; •Sv+'X: TOWN OF SOUTHOLD .i� �! vjr' y 53095 Main Road % Southold,NY, 971 T:631 765 560T; I I I I I 2 I I I I I BA I 8A 6.2 A 1 III NOTE: rurr 1 III I1 U/AL:U I \ CAT i CAT i u TERRACE I I M I 06 GE i CAT TERRACE 29 04A 02 DROP-OFF LOBBY LOBBY CONCRETE 4 j 01 DECK I j COPE DECK a SLOPE 06 03 04 N INTERIOR F.F. -_! N INTERIOR F.F. CAT CAT CAT TERRACE SEE STRUCTURAL L SEE STRUCTURAL _ 05 DETAILS DWGS `'---------- ----------- FOR FOR 06A 04A FOUNDATIONS — FOUNDATIONS �,� date: 1131/07 revision: 2 2 1 3 scale: AS NOTED 2 NORTH-SOUTH SECTION THROUGH CAT TERRACES#06A NORTH-SOUTH SECTION THROUGH CAT TERRACES#04A A5 . 4 32 of 66 -- " 6'R.Q 'R.O. 10'R.O- 3'-4"R.O. 3'-4"R.O. 11 2" r^4_ 1/2'. /2" 3'— —�142 1/2" I 7'-6"R.O. '-8"R.O. SOUTHOLD TOWN 1/2"3'—�—EQUAL�QUAL "3' 3 3 DOOR SCHEDULE ANIMAL SHELTER 7 / QUAL--{—EQUAL—� ^1'-1� 1'-1 DOOR FRAME F FRAME DIM NOMINAL SIZE V.I.F. DETAIL SHEET (4) \\ � // / / � R.O.GIVEN \ / / / \ d DOOR INT./ ROOM DOOR MAT # WIDTH HEIGHT TH SADDLE GLASS MAT WIDTH HEIGHT TH JAMB HEAD GASKET STC HARDWARE FIRE FINISH NOTES / // // // \\ � 00 00 # EXT. # TYPE (3) (10) DETAIL(1) 1 (2) (3) (10) (5) (6) SET (7) RATING (a) (9) \ N \ \ N // \ \ \ // \ \ O ^\ \\ 0 O Q O O Q O 01 EXT. 1 A ALUM 1 4'-0" 8'-0 114" 13/4" S1 G6 ALUM 6'-0" 8'-234" MANS DJ DH3 WS4 HW-2 DF-1 A,B,C,E,F / � '� N INT02 EXT. 1 A-1 ALUM 1 4'-0" V-0 114" 1 3/4" G 6-1 ALUM V-0" V-2 3/4" AS PER DJ 9 DH 3 WS 4 HW-3 DF-1 A,B,C,F /� \\ \ ^ \ \ / O O MANU. /// \\ \\\ \\ t• \\ / ^ ti - ti - 03 T. 2 C ALUM i 3'-0 T_1.5"V 1 3/4" Si G 6 ALUM 10, 7'-4" MANOR DJ 3 DH 3 WS 4 04 EXT. 12 E ALUM 2 T-1.5" +/- T-1.5"V 1 3/4" St G 6 ALUM 6'-8" V-4- MANOR DJ 3 DH 3 WS 4 HW-1 DF-1 A,B,C E 05 EXT 12 G HM2 1 T-0" T-0" 13/4" Si G1 HM2 31W 7'A" '834" DJ DH1 WS1 HW-5 DF-4 A,B,C,E -� 06 EXT. 14 D ALUM 1 T-0" 7'-1.5"V 1 3/4" Si G 6 ALUM T-6" 7'4" AS PER DJ 3 DH 3 WS 4 HW-2 DF-4 A,B,C,E,r MANU. 07 EXT. C1 F HM2 1 T-0" T-0' 13/4" S1 GI HM2 3'4" 7'A" ' 3/ DJ1 DH1 WS1 HW-4 DF-6 A,B,C,E 83l4" project #0503 EXTERIOR FULL LITE EXTERIOR FULL LITE DOOR W/EXTERIOR FIXED DOOR W/EXTERIOR FIXED EXTERIOR FULL LITE EXTERIOR FULL LITE EXTERIOR HALF LITE o8 EXT. 16 G HM2 1 T-0" T-0" 1 314" SiG 1 HM2 31W V-4" ' 3/ DJ 1 DH1 wS 1 HW-5 � ALUMINUM IMPACT ALUMINUM IMPACT ENTRY 83/4" DF-4 A,B,C,E `J © C STOREFRONT,LARGE STOREFRONT,LARGE � ALUMINUM IMPACT ('� STEELCRAFT H-SERIES OR EQ. STEELCRAFT H-SERIES OR EQ. SITE: ENTRY DOOR, DOOR,LAMINATED SAFETY O O MISSILE IMPACT, `1✓ DOUBLE ENTRY DOORS, `--� DOOR 16 GA, FRAME 16 GA, © DOOR 16 GA, FRAME 16 GA, 09 EXT. 17 G HM2 1 T-0" T-0" 1 314" S1 G 1 HM2 3'd• 7'-4" 'OR DJ 1 DH1 ws 1 HW-5 DF-2 A,B,C,E MISSILE IMPACT, LAMINATED SAFETY GLAZING GLAZING AS PER MANU. e314" PECON IC LANE AS PER MANU.-PESTS(YKK TESTS(YKK 35H OR EQ.) THERMAL,ALUM THERMAL,ALUM LAMINATED SAFETY GALVANIZED,WELDED CORNERS, GALVANIZED,WELDED CORNERS _ YKK AP 50T H W/35H e 10 EXT. 19 H HM 2 1 T-8" T-o" 1 3/4" S 1 HM 2 4'-0" 7'-4" 'OR DJ 1 DH 1 WS 1 HW-5A DF-3 A,B,C,E 35H OR EQ.) WITH SIDE AND TOP LITES. ( (YKK AP 50TH W/35H GLAZING AS PER MANU. GLAZING AS PER MANU.TESTS 9/16 SAFETY GLASS AS PER 8314" PECON IC, NY 11958 DOOR OR EQ.) DOOR OR EQ.} TESTS(YKK 35H OR EQ.) MIN. 1/2"SAFETY MANU.TESTS >OR- WITH SIDE AND TOP LITES. REINFORCED FRAME REINFORCING AT OPENINGS, 11 EXT C3 F HM2 1 T-0" T-0" 1 3/4" Si G 1 HM2 3'4^ 7'-0" 83/4" DJ 1 DH 1 WS 1 HW-4 DF-3 A,B,C.E REINFORCED FRAME CLOSERS >OR- HW-5 SCTM #: 12 EXT. 28 G HM2 1 T-0" 7'-0" 13/4" S1 G1 HM2 TA' 7'-4' 8R- DJ1 DH1 WS1 DF-3 A,B,C,E POLYSTYRENE CORE 3/4"A-1 SAME AS A, EXCEPT AS PER HW-2 1000-75-05-14.1 IMPACT RATING NOT 13 EXT. 29 B ALUM 1 T-0" 8'0 114" 1 3/4" S1 G 6 ALUM 6'-0" 8'-2 3/4" MANU. DJ 3 DH 3 WS 4 DF-3 A,B,C,E,F NEEDED 14 EXT 4 J ALUM 2 T-0" 7'-0" 13/4" S3 G7 ALUM 6' 7,4" AS PER DJ DH4 HW-12 DF-1 B,E MANU. 15 EXT 6 J ALUM 2 T-0' T-0" 13/4" S3 G7 ALUM g 7,-0" AS PER DJ4 DH4 HW-12 DF-1 B,E MANU. 3'-4"R.O. 16 INT, 3 K HM1 1 T-0"•" 61-8" 1 3/4" G 3 HM1 8'-2" V-8" 12 NU. DJ 2 DH2 HW-7 DF-7 A,B,C 'R.O. 3' 3, 3. 'R.O. 9 1 17 INT. 4 K HIM 1 3'-0" 6•-8" 13/4" G3 HM1 3'-2" 6'-B" 8314" DJ2 DH2 6 DF-7 A,B,C �'FW � 1 ,L2� '. I1 N I N � (V �N 18 INT 5 L HM1 1 3'-0" 6'- 1 3/4" G 3 HM 1 T-2" 6'-8" 4 314• DJ 2 DH 2 HW-7A DF-7 A,B,C �N 19 INT. 6 K HM 1 1 3'-0" 6'-8" 1 3/4" G 3 HM1 3'-2' 6'-8" 8 3/4" DJ 2 DH2 6 DF-7 A.6,C �J;!6 F 20 INT, 7 P HMI 1 Y-0" T-0" 13/4" G3 HM1 3'4" T-0" 43/4' DM1 DH1.2/DM1 HW-7A DF-7 A,B,C,F O � � ZZ J co ¢ Z 1_101, 21 INT. 9 K HM 1 1 T-0" 6'-8" 1 3/4" G 3 HM1 3'-2" V-8" 8 3/4" DJ 2 DH2 HW-7A DF-7 A,B,C z z ✓ Owner.' 22 INT. 8 Q HM 1 1 3'-0" T-0" 1 3/4" G 3 HM 1 3'-2" 7'-0" q 3/4" DJ2/DM2 DH1.2/DM1 WS 2 HW-7A DF-7 A,B,C,F TOWN OF SOUTHOLD J 23 INT. C2 L HM 1 1 3'-0" 6'-8" 1 3/4" G 2 HM 1 T-2" 6'-8" 8 314" DJ 2 DH 2 DF-7 A B C Z I � Z 0 r 3/4" co 00 oD N HW-8 53095 Main Road ~ 24 INT. 12 WS 2 32 Southold,NY,11971 cD _ c� � L HM 1 1 3'-0" 6'-8" 1 3/4" G 2 HM 1 3'-2" 6'-8" B 3!4" DJ 2 DH 2 HW-7A DF-7 A,B,C cri _ �, c7 T:631 765 1800 �+ JV 25 INT, 10 M HM1 1 3'-0" fi'-B" 1 3/4" HM1 3'-2" 6'-8" q 3/4• DJ 2 DH 2 HW-11 DF-2 A,B,C Scott A Russell,Supervisor L LLm M Louisa P.Evans,Town Justice 26 INT. 11 M HM 1 1 3'-0" fi'-8" 1 3/4" HMI T-2" 6'-8" 4 3W DJ 2 DH 2 HW-11 DF-2 A,B,C William P Edwards,Councilman Albert J Krupski Jr,Councilman 27 INT. C2-C M HM 1 1 T-0" 6'-8" 1 3/4" HM1 3•-2' V-8" Thomas H.Wickham,Councilman 4 3/4" DJ 2 DH 2 HW-10A DF-2 A,B,C Daniel C.Ross,Councilman Elizabeth A Neville,Town Clerk EXTERIOR FLUSH DOOR ALUMINUM SLIDING INTERIOR FULL LITE INTERIOR HALF LITE INTERIOR FLUSH DOOR INTERIOR HALF LITE INTERIOR FULL LITE 28 INT. C1 O HM1 1 3'-0" 8'-0" 1 3/4" G2 HM1 5'-0" 8'-2 5/8" q 3/4" DJ1.2/DM1 DH 1.2 HW-6 DF-5 A,e,c,F Patricia A.Finnegan,Town Attorney H STEELCRAFT H-SERIES OR:-Q. TERRACE DOOR j�� STEELCRAFT LW18 SERIES STEELCRAFT LW18 SERIES OR �� STEELCRAFT LW18 SERIES OR STEELCRAFT LW18 SERIES OR STEELCRAFT LW16 SERIES OR Peter W Hams,Superintendent of Highways DOOR 16 GA, FRAME 16 GA, CD IMPACT,THERMAL u OR EQ., DOOR 18 GA, © EQ. DOOR 18 GA,FRAME 16 GA, `M EQ. DOOR 18 GA, FRAME 16 GA, O EQ. DOOR 18 GA, FRAME 16 GA, EQ. DOOR 16 GA, FRAME 14 GA, 29 INT. 14 K HM1 1 T-0' 6•-8" 1 3/4" G3 HM1 3'-2^ 0-$• 83/4" DJ DH2 HW-7A DF_5 A,13 James A.Richter,RA-Town Engineer GALVANIZED,WELDED CORNERS YKK YSD 600TH OR EQ. FRAME 16 GA,GALVANIZED GALVANIZED GALVANIZED GALVANIZED,314 HR RATED GALVANIZED WITH SIDE LITE REINFORCING AT OPENINGS, GLAZING AS PER SCHEDULE AND TRANSOM so INT. 13 M HM1 1 3'-0" 6'-8" 1 3/4" HM1 3'-2" s'-8" 12 3/4' DJ 2 DH 2 HW-11 DF-2 A.B,C CLOSERS GLAZING AS PER AND IN COMPLIANCE W/NYSBC GLAZING AS PER SCHEDULE L HM1 1 T-0" 6'-8" 1 314" G2 HM 1 SCHEDULE AND IN 31 INT. 15 3'-2" 6'8" 83/4" DJ2 DH2 WS2 32143-0 Hyy_7 DF-7 A,B,C SECTION 2406 AND IN COMPLIANCE W/NYSBC GLAZING AS PER SCHEDULE I POLYURETHANE CORE COMPLIANCE W/NYSBC SECTION 714.2,714.3 AND 2406 32 INT 16 L HM1 1 3'-0" 6'-8" 13/4" G2 HM1 3'-2" s'a° 12 3/4' DJ DH2 ws2 32/43-0 HW-7 DF-7 A,B,C SECTION 2406 MAX. GLASS SIZE 1296 SI 33 INT, 17 L HM 1 1 3'-0" 6'-8- 1 3/4" G 2 HM1 3'-2" V-8" 12 3/4" DJ 2 DH2 WS2 32143-0 HW-7 DF-7 A.B,C 34 INT 18 L HM1 1 3•-0" 6'-B" 13/4" G2 HM1 3'-2" V-8" 8314" DJ DH2 HW-7A DF-7 A,B,C Q 3, Q 35 INT. 19 N HM 3 1 4'-0" HW-9 T_y 1 3/4" G 14 HM 3 4'-0" T-0" 8 314" DJ 2 DH 2 3!4" D F-3 A,B,C,D 2" 2" 2" 2" T83/8" 3' 36 INT. 23 L HM1 1 3'-0" V-8" 13/4" G2 HMI 3,2' 6'_8• WS2 DF-7 A,B,C PS 074 WEATHERSTRIP AT HEAD 12 3!4" DJ 2 DH 2 32 HW-7A " 444 3/4 " N 5" " 37 INT. 20 M HM1 1 T-0" fi'-8" 1 3/4" HM1 T-2" 6•-8' �J 1 7 8 3/4" DJ 2 DH2 HW-t0A DF-2 A,B,C 01 38 INT. 21 M HM1 1 T-0" V-8" 1 3/4" HM 1 3'-2' 6'-8" 8 3/4• DJ 2 DH 2 HW-10A DF-2 A,B,C / /j I 39 INT. 22 M HM 1 1 T-0" 6'-8" 1 3/4" HM1 3'-2" 6'$" B 3/4" DJ 2 DH 2 HW-10 DF-2 A,B,C �p V 40 I NT. C3/4 O HM1 1 T-0' 8'-0" 1 3/4" G 2 HM1 5'-0" 81-2 5/8" 4 3/4" DJ1.21DM1 DH 1.2 HW-6 DF-6 A.B,C.F MEP and Supervising Engineer. `0 ATTACHMENT AS RECOMMENDED 41 INT. 24 V-8" 8314• DJ2 DH2 WS2 32 HW-7 DF-7 A. DESIGN LEARNED INC. O � BY MAN U.&TEST �� L HMI 1 3'-0" 8'-B" 13/4" G2 HM1 3'2" PEMKO 2005 SERIES OR APPROVED EQ. 42 INT. 25 L HM1 1 3'-0" 8'-8" 13/4" G2 HM1 T-2" 6'-8" 83/4" DJ DH2 WS2 32143-0 HW-7 DF-7 A.B,C 114-116 Main Street Norwich,CT 06360 43 INT. 26 HMI 1 3'-0" 6'-8- 1 3/4" G 2 HM1 3,-2' 6'-8" WS 2 DF-7 A,B,C � PS 074 WEATHERSTRIP PS 074 WEATHERSTRIP a 3/4" DJ 2 DH 2 HW-7A T 860 889 7078 AT HINGE JAMB AT STRIKE JAMB 44 INT, 27 M HM 1 1 T-0" 6'-8" 1 3/4" HM1 T-2" 6'-8" B 3/4" DJ 2 DH 2 HW-10 DF-2 A,B,C Architect: 45 INT, 9 K HM1 1 T-0' V-8" 13/4" G3 HM1 3'-r 6'-8" 8314" DJ DH2 HW-7A DF-6 A,B STUDIO A/B ARCHITECTS 2„ S-1 EXTERIOR SADDLE ��WS-1 WEATHERSTRIP FOR H.M. DOORS " DF-7 A.B,C 24190 Main Road,Orient 46 INT. 28 3'-2" 6-8" 8 3/4" DJ 2 DH 2 32/43 0 Hyy_8 New York,11957 L HM 1 1 3'-0" 6'-6" 1 3/4" G 2 HM 1 T'831 323 1426 NOT USED 47 INT. 29 0 HM1 1 T-0" V-0" 13/4" G2 HM1 V-0" 6'-2518" g314• DJ1.2/DM1 DH 12 HW-BA DF-2 A.B,C,F 9'-8 7/8" 3"=1'-0" (1) SADDLE KEY I Structural Engineer.• 2" 2" S-1 EXTERIOR SADDLE,SEE DETAIL 6/A6.1 (5) GASKET KEY: (8) FINISH KEY: ALL COLORS TO BE CHOSED BY ARCHITECT BASED ON S-2 NOT USED WS-1 FOR EXTERIOR HM DOOR,AS PER MANU.SPECS,&TESTS COLOR SAMPLES ON ACTUAL SUBSTRATE.CONTINUED I S LA ENGINEERING SERVICE CO. INTERIOR FULL LITE INTERIOR FULL LITE 2X10 CEILING JOIST 8-3 SLIDING DOOR,SEE DETAIL 6/A6.2 PLUS GASKETS AND CORNER SEALS,SEE DETAILS8/A6.1 STEELCRAFT LW18 SERIES OR OR BRIDGING WS-2 DOUBLE GASKET FOR SOUND CONTROL,AS RECOMMENDED DF-5 FACTORY PRIMED,FIELD PAINTED COLOR#5(TRAINING) STEELCRAFT LW18 SERIES OR BM#:2060-60TUR000ISE HATE Br Centralwoods n,NY Lane Q OR BLOCKING (2) GLAZING KEY BY MANU FOR STC 32,SEE DETAIL 5/AR Brookhaven,NY 11719 EQ.DOOR 1$GA, FRAME 16 GA, O EQ. DOOR 18 GA,FRAME 16 GA, -� I WS-3 WS-3 MAGNETIC ACOUSTIC AND COMPRESSION SEALS DF-8 FACTORY PRIMED,FIELD PAINTED COLOR#6(STAFF) c V_ K STANDARD MASONRY ANCHOR G 1 (EXT HM DOORS)9/16"LAMINATED SAFETY GLASS(LSG), AS PER REQUIREMENTS OF ACOUSTIC DOOR MANU. BM# HC 148 JAMESTOWN BLUE T:631 286 7448 GALVANIZED WITH.,TIDE LITE GALVANIZED WITH SIDE LITE V.r:- OR AS REQ'D.BY MANU.FOR IMPACT,AIR PRESSURE W/THERMAL SEE DETAILIO/A6.2(ACOUSTIC OPTION) DF-7 FACTORY PRIMED,FIELD PAINTED COLOR#7(CAT)YELLOW M1 SEE DETAIL 2/A6.1 WS-4 AS REQUIRED BY MANU.&TESTS FOR FOR BM#.HCA 1 MARBLEHEAD GOLD Civil: AND TRANSOM AND TRANSOM G 2 (INT.HM DOORS W/SC)GLASS RECOMMENDED BY MANU. FOR MIN STC 32, ALUMINUM ENTRY DOORS (9) NOTE KEY C 'r• ETAL DOOR FRAME 16 GA or 14 GA 3/4"OR 1"INSULATED GLASS WITH 1/4"LSG EA SIDE,SEE DETAIL 3/A6 1 SEE PLAN FOR DOOR SWING AND HINGE LOCATION JAM ES A. RIGHTER GLAZING AS PER SCHEDULE GLAZING AS PER SCHEDULE K STEELCRAFT OR APPROVED EQ. G 3 (INT LITES)1/4"LAMINATED SAFETY GLASS,SEE DETAIL 4/A6 1 ( ) G 4 (FIRE DOOR)1/4'WIRE GLASS,SEE DETAIL 4/A6.1 (6) STC RATING A DOORS,SILLS,HARDWARE TO BE ADA COMPLIANT SEE WINDOW TYPE R SEE WINDOW TYPE R Ir' M:°;.•• BITUMASTIC COATING ON INSIDE G 5 (ACOUSTIC DOORS)INSULATED GLASS WITH 1/4"LSG EA.SIDE, 32 AS RECOMMENDED FOR STC 32,NO LABEL REQ'D AS PER NYSBC 1003.3,INCL 5 LBS OPENING FORCE TOWN OF SOUTHOLD "'�•'•y OF ALL FRAMES OR AS PER MANU FOR STC RATING OF 43 MIN.,LABELLED(OPTION) 43 LABELLED ACOUSTIC DOOR,WITH LABEL B APPLY BITUMASTIC COATING I NSIDE OF ALL DOOR FRAMES 53095 Main Road • •'=" C CLOSER,SEE SPEC-HARDWARE TYPES, k '. 'x•, �• G 6 (EXT.ALUM DOORS)112"IMPACT SAFETY-GLASS AS REQ'D BY MANU. DOORS TO BE REINFORCED WITH 14 GA CHANNELS Southold,NY,11971 - -•, FOR THERMAL,AIR PRESSURE AND IMPACT TESTING,SEE DETAIL 2/A6 2 (7) SEE SPECIFICATIONS FOR HARDWARE SCHEDULE D FIRE RATED AND STC RATED DOORS SHALL BE PROVIDED T:631 765 1560 (` DOOR TYPES ;•. , CEILING BOARD G 7 (SLIDING DOOR)13/16"INSULATED SAFETY GLASS, 1 AS REQ'D BY MANU.&TESTS,SEE DETAIL 6/A6 2 WITH PERMANENTLY AFFIXED VISIBLE MEABSA LABELS 1/4"-1'_0^ CEILING ANCHOR 3 FRAME ) E ALL EXTERIOR DOOR ASSEMBLIES TO WITHSTAND 120MPH NOTES: �•• 1F,':y ( ) (DOOR) (8) FINISH KEY ALL COLORS TO BE CHOSED BY ARCHITECT BASED ON 3 SEC GUST AND LARGE MISSILE IMPACT TEST METAL DOOR FRAME 16—� HM-1 16 GA(18 GA) COLOR SAMPLES ON ACTUAL SUBSTRATE F DOOR PART OF ASSEMBLY WITH WINDOWS OR TRANSOMS R.O.AND NOM. DIMENSIONS ARE BASED ON NOMINAL MASONRY SIZING.VERIFY IN FIELD FOR +'�c.•' K'+;S: :�.yu, HM-z AS REQ'D BY TESTS,16GAMIN DF-1 ANODIZED ALUMINUM(NATURAL)(DF-1A BLACK ANODIZED ACTUAL DIMENSIONS. { :f .c le Cl) GA or 14 GA HM-3 14 GA,AS REQ'D BY MANU &TESTS DF-2 FACTORY PRIMED,FIELD PTD COLOR 42(COR DROP ENTRY, (10) SIZES FOR DOOR AND R 0 ARE NOMINAL ASSUMING A MORTAR JOINT STEELCRAFT OR LOBBIES)BM#.2116-60 BARREN PLAIN OF 3/8",THE ACTUAL ROUGH OPENING OF CMU IS EXPECTED K '. '"�• ;. ( / " / " (4) FRAMING DETAILS DF-3 FACTORY PRIMED,FIELD PTD COLOR#3 KENNELS ' "�:�q•.,+ APPROVED EQ.) DJ1/DJ1.2/DH1/DH1.2 SEE DETAIL 9/A6,1 BM# 2171-10 NAVAHO RED ( ) TO N NOM"AL.T THE WINDOW WOULD BE EXPECTED,T BE 3/8"LESS _ DJ2/DH2/DM1IDM2 SEE DETAILS 10/A6.1 DF4 FACTORY PRIMED,FIELD PTD COLOR (TREATMENT) THAN NOMINAL.THE INTERNAL DOORS WRAP THE CMU,THEREFORE THE BITUMASTIC COATING ON VARI (T T) ACTUAL DOORFRAME SIZES MAY BE LARGER TO MINIMIZE GROUT. SEE DETAILS 8,9/A6.1(ACOUSTIC OPTION) GREEN BM#:203040 SPRING LEAF APPLIES TO DOOR TYPES K.L,M,N WINDOW/DOOR MANUFACTURERS INSIDE DJ3/DH3 SEE DETAILS 1,2,3,4,5,6/A6.2 AND MASON SHOULD COORDINATE BEFORE CONSTRUCTION, K OF ALL FRAMES t /4" DJ4/DH4 SEE DETAILS B/Afi 2 ALL MEASUREMENTS TO BE VERIFIED IN FIELD AND BY MANUFACTURERS. NOTE: —1 3/4"HM DOOR DJ 1.2: JAMB DETAIL FOR WALL BATTED HM DOORS DH1.2: HEAD DETAIL FOR CEILING BUTTED HM DOORS NOTE: AT TIME OF DESIGN,THERMAL GLASS IN DOORS HAD NOT BEEN TESTED FOR LARGE MISSILE IMPACT-IF AVAILABLE AT TIME OF CONSTRUCTION,SUBSTITUTE THERMAL IMPACT GLASS IN DOORS 1 3/4"HM DOOR i -#8-18 X 1.25 SELF TAPPING MS SEE S DRWG FOR REINF. W/GLAZING BEAD 1 1 GLAZING ADHESIVE/SEALANT 2' GROUT FILLED CAVITIES r YI I ,A' FF Ll (INSIDE)/4 INSIDE 4" I I I .,c "� SEE S DRWG FOR REINF. -9/16"SENTRYGLAS PLUS 1/4"SAFETY GLASS I I I l` GROUT FILLED CAVITIES (BY DUPONT) 'A 12"DEEP NRG CMU I I ,,� : <�• P2- 4-GLAZING ADHESIVERADIUS EXPOSED CORNERS I SIKAFLEX 222 UV OR295 UV 1/8"THICKX12"DEEP NRG CMU 3/4"WIDE BEAD BRE ANCHOR 3/16 C WIREIA-STEEL TRIM(EXTERIOR) 7.19"X 9.5/6" I I WIRE ANCHOR 3/16 DIAGLAZING DETAIL"E"IN 1, , Fy MIN=56 KSI I I BRIGHT BASIC WIRE 7.19"X 9.5/6"4 4"CMU,$"CMU OR 12"STEELCRAFT H DOOR TEST S . S . Fy MIN=56 KSI'•� I I I I NRGCMU FRAME TO BE GROUT FILLED �^ METAL DOOR FRAME 16 GA or 14 GASEE DOOR SCHEDULE G-1 H_M. DOOR GLAZING DETAILS (IMPACT) G-3 &G-4 HC4 .M. DOOR GLAZING DETAILS (1/4") 5:.' ti 'J (STEELCRAFT OR APPROVED EQ.} FOR SIZE"=1' " S I I BITUMASTIC COATING ON INSIDE . ORFIXED GLASS • S s OF ALL FRAMES 16 GA or 14 GA,SEE DOOR SCHEDULE 'S ' .: ' z I I .�••� ' '. STANDARD MASONRY MAX.SHIM SPACE 1/4" ANCHOR s STANDARD MASONRY ANCHOR (STEELCRAFT OR APPROVED EQ.) DOOR SCHEDULE 1 3/4"HM DOOR — — — — — — — S WEATHERSTRIPPING I I I -A SEALANT(TYP} 4"CMU,8"CMU OR 12"NRG CMU METAL DOOR FRAME 16 BITUMASTIC COATING ON INSIDE s FRAME TO BE GROUT FILLED SEE DOOR SCHEDULE FOR SIZE GA or 14 GA OF ALL FRAMES-7 AND DETAILS —1 3/4" HM DOOR I I - _ _ _ .i• y TL DOOR FRAME I I I � (STEELCRAFT OR DOUBLE GASKET — — — — — — (F BY STEELCRAFT OR EQ.) TL DOOR FRAME M APPROVED EQ.) 3/4" —1"INSUL.,SAFETY GLASS _ — — — — — — — — — BITUMASTIC COATING I I �; � BITUMASTIC COATING ON(F BY STEELCRAFT OR EQ.) ON INSIDE OF ALL FRAMES BITUMASTIC COATING r�i INSIDE ALL FRAMES SEE DOOR SCHEDULE FOR GA -^• -^. .� �' ON INSIDE OF ALL FRAMES C 1• s SEE DOOR SCHEDULE FOR GA _ \ -GLAZING ADHESIVEISEALANT MAX.SHIM SPACE 1/4" -^ r,• SEALANT(TYP) V � Cl) date: 1/31/07 DOUBLE GASKET NRG CMU BLOCK WEATHERSTRIPPING TO BE USED WITH MIN 8 3/4" reVISIOCI: PS 074 WEATHERSTRIP AND CORNER SEALS 4 3/4" 8 3/4" 12 314" /$" scale: AS NOTED G-2 INSULATED GLASS)WITH HM DOORS DJ1 DH1 DH2 G-2 H.M. DOOR GLAZING DETAILS (DOUBLE) 5 GASKET DETAIL STC32 HM DOORS JAMB & HEAD DETAILS FOR BUTTED HM DOORS DJ2 DM1 OJAMB & HEAD AND GLASS MULLION DETAILS FOR INTERIOR WRAPPED HM DOORS 3 1 0 6 . 1�0- 33 of 66 PLACE PLASTIC SOUTHOLD TOWN WEEP HOLES NRG BLOCK @ MIN.24"O.C.(TYP) SEE A4.2-2 ANIMAL SHELTER REINFORCING AS PER S DWGS BOND BEAM CONTINUOUS FLASHING ;'.• .' SEE A4.2-2 TO OUTSIDE BOND BEAM q S ; 5 ,. .`.• .�-'' <1• f BACKER ROD SEALANT AND ': E S :1 S:Y 5'' • 14 X 5"FHSMS <` •% ' '; TYPE AS OR 1/4"X 5"FH TO SUIT € 1'4• '�(,. 4� ;,: < TAPCON MIN.2 1 CE FIBER /8" ', i •'• •• CEMENT BOARD FIELD CONDITION EMBEDDMENT ON BUILDING PAPER SEE A4.2-2,5 ON 1/2" PLYWOOD 3/8"MAX SHIM W/3/8"FASTENER SHEATHING 5/8"GWB,PAINTED 5/8"GWB,PAINTED 1/4"MAX SHIM W/1/4"FASTENER ON DROPPED CLG. SEALANT(TYP) HEADER AND BLOCKING 5 HEADER AND BLOCKING 1/4"FI 3ER 5/8"GWB,PAINTED 5 i f i S S CEMENT BO RD HEAD y ., • 'i . i OUGH OPENING ON BUILDING PA ER " S• `� 5 SET WINDOW WITH 3/4"REVEAL 5/8"GWB,PAINTED ON 1/2"PLYWOOD project #0503 OR AS REQ.BY MANU. ON DROPPED CLG. HEADER AND BLOCKING SITE: FOR ANCHOR COVERAGE 3/8"MAX SHIM �N W/BACKER ROD AND SEALANT PECON IC LANE -ico PECONIC, NY 1195$ LARGE MISSILE IMPACT SCTM #: ^�,03 1/2"LAMINATED GLASS I 1000-75-05-14.1 OUTSIDE INSIDE DOOR R.O. DOOR R.O. DOOR R.O. 114"MAX.SHIM 1/4"MAX.SHIM 28 SEALANT AND SEALANT AND SEALANT AND 7., BACKER ROD BACKER ROD BACKER ROD 32 3 O = DOW 995 SILICONE O SEALANT ^ HEAD FOR DOOR 2 HEAD FOR DOOR 1 HEAD FOR DOOR 13 3"=1'-0" 3"=1'-0" Owner.' ol NRG BLOCK TOWN OF SOUTHOLD SEE A4.2-2 53095 Main Road PLACE PLASTIC Southold,NY,11971 _ WEEP HOLES T:631 765 1800 @ MIN.24"Q.C.(TYP) Scott A.Russell,Supervisor SADDLE BY YKK OR PEMCO Louisa P.Evans,Town Justice ADA COMPLIANT William P Edwards,Councilman Albert J Krupski Jr,Councilman BITUMASTIC COATING REINFORCING Daniel C Ross,CoucThomas H. nman�lman AS PER S DWGS o ON INSIDE OF ALL DOOR CONTINUOUS FLASHING <: o AND WINDOW FRAMES '. �,5'< '�' ' 4' ., •�• • ' ' BOND BEAM Elizabeth own Jerk o TO OUTSIDE BOND BEAM 4 <. S ,. •S.•.,� " ?. h SEE A4.2-2 Peter A.Finnegan,Totendentof (TYP) SEALANT AND i S t: '•,E 1 :%, "' S V James A.Richter,R A Town Engineer Peter W Harris,Superintendent of Highways ALL HARDWARE AND BACKER ROD IN.` DETAILS TO MEET TO SUIT SET IN BED i S•;'1. ' [ ' OF SEALANT REQUIREMENTS OF FIELD CONDITION •. �' S 4 TESTED ASSEMBLY FOR SEE A4.2-2,5 1. 1• ;• 5/16"TAPCONS, SILL S'•' 'S: '•<':1 5 S MIN 1 1/2"EMBED INTO CONCRETE 35H SERIES BY YKK AP OR EQUAL LARGE MISSILE IMPACT /i S 5/16"TAPCONS, 5 S E <• : !•',5 MIN 1 1/2"EMBED DOOR HEAD AND SILL FOR ALUMINUM ENTRANCE DOORS AT MASONRY lo1/ " ' • � •' • • • i • TO CONCRETE 3/8"SHIM MAX.SEALANT 3/8"SHIM MAX.SEALANT YKK AP 35H DOOR OR EQUAL 5 s . i i � 5� '•' S •� SEALANT 8:BACKER ROD, MAX DEPTH 3/8" ALL HARDWARE AND CONCRETE COATING HEAD �, y 5 S,' i DETAILS TO MEET CAN WRAP SHIM IF REQUIREMENTS OF SEALANT SEPARATES S: TESTED ASSEMBLY FOR CONCRETE FROM ® LARGE MISSILE IMPACT FRAME(TYP) 4 .y'• i'. �-1 INSIDE S S IXED GLASS PANEL 5 p M �� c '1 w N 0 1 3/16" INSULATING GLASS i s MEP and Supervising Engineer- ALL S•• _ �` C i• 5i'• �N DETAILS HARDWARE M ErND DESIGN LEF.RNED INC. S S ° REQUIREMENTS OF S N i i S 114-116 Main Street _ uJ w L I.1 3/16" TESTED ASSEMBLY FOR <.: Norwich,CT06360 _ O ��—o LARGE MISSILE IMPACT S T 660 ass 7076 54'. 7" ,13 13 7„ 7 13. to r7 3" 38 �16'�` 16 38 38" 16 w —! — — 32 " O ? :A S iS — — Architect: 22' d.o.w. S STUDIO A/B ARCHITECTS F.W. .F. S 24190 Main Road,Orient New York,11957 F.Q. D T:631 323 1426 O 21 .L. D.L. ^ DOOR GLAZING: BITUMASTIC COATING ALL HARDWARE AND �- MEWIDTH 1 ON INSIDE OF ALL DOOR DETAILS TO MEET Structural Engineer: 3 3 HEAT STREN'D GLASS Wl.060"LAMINATE AND WINDOW FRAMES REQUIREMENTS OF �" I LA ENGINEERING SERVICE CO. MAX EITHER SOLUTIA SAFLEX PVB L1 ' OUTSIDE SILL $ (TYP) TESTED ASSEMBLY FOR ch 12 Centralwoods Lane SHIM 8 OR DUPON BUTACITE PVB W/ LARGE MISSILE IMPACT JAMB 1., SEE ELEV FOR ANCHOR �' ¢ Brookhaven,NY 11719 SEALANT a HEAT STREN'D GLASS T:631 286 7448 (NB YKK) LOCATIONS ` i 56 i y 5 WITH CLOSED END K 4-�+'S• ti :S RADIUS AT EXPOSED civil: CORNERS(PREFERRED) YKK AP 35H DOORJAMB YKK AP 35H DOOR MEETING STILE " S ; 4 ) JAMES A. RICHTER OUTSIDE S' � " • :. '. OR CMU END BLOCK 53095 Main Road TOWN OF OLD DOOR JAMB FOR DOORS AND MEETING STILE FOR DOUBLE LEAF ALUMINUM ENTRANCE DOORS Q A HEAD AND SILL FOR ALUMINUM SLIDING DOOR ��JAMBS AND STILE FOR ALUMINUM SLIDING DOOR T:631 id, 11511971 2 T:6317fi51560 YKK AP 50 TH STOREFRONT OR EQ. V 3 PLACE PLASTIC NRG BLOCK WEEP HOLES SEE A4.2-2 @ MIN.24"O.C.0YP) REINFORCING AS PER S DWGS CONTINUOUS FLASHING BOND BEAM NOTE: TO OUTSIDE BOND BEAM . ' S'S ' ' '<1 .. '" SEE A4.2-2 S .. .,..,4 ;:. .. 14 X 5"FHSMS SEALANT AND 5 . �� r 1 ? N•' TYPE AS OR 1/4"X 5"FH S BACKER ROD i' r i ,S' Zi i Ft,. 41 : : TAPCON MIN.2 1/8" i S' 3/8"MAX SHIM " i' i " ti i TO SUIT i '. ••; � . ,• ,S•:<1• ..t •• •. S: ti 3/8 MAX SHI i• . FIELD CONDITION 1 1' < : S 4 EMBEDDMENT ��� < O.. < AND SEALANT AND SEALANT SEE A4.,-2,5 S'•' _5. .1'. ,< ;1 , i S 3/8"MAX SHIM W/3/8" i '. ' i ,i. S . i • . . '.. 5 FASTENER <,y tii'S • 1 1/4"MAX SHIM W/1/4" S i FASTENER ' , BE O _ SEALANT(TYP) �' i 5 5 — — i OUGH OPENING 5" _ � S LO HEAD , i. �+ i SET WINDOW WITH 3/4" O' — — — O S — — REVEAL — OR AS REQ.BY MANU. S " u.* S r FOR ANCHOR 5 — Tc(I`� COVERAGE 4 • 37,_�13„ 13• 7, 5 OW 995 SEALANT 811" 16 16 1�8 " S L — — — — — L ALL HARDWARE AND 32 416 416 DETAILS TO MEET REQUIREMENTS OF 2 D.L.O. 2 " TESTED ASSEMBLY FOR FRAME OPENING DOOR DETAILS HEAD = p 5 /2 LARGE MISSILE IMPACT FRAME OPENING OUTSIDE: ILL O w O INSULATED GLAZING: LNSULATED GLAZING: L INSULATED GLAZING: 1/4"HEAT STRN'D GLASS BITUMASTIC COATINGV DOOR GLAZING: (EXTERIOR) ON INSIDE OF ALL DOOR " HEAT STREN'D GLASS W/.060"LAMINATE 1/4"HEAT STRN'D GLASS(EXTERIOP,) 1/4"HEAT STRN'D GLASS(EXTERIOR) 1/2"AIR SPACE AND WINDOW FRAMES EITHER SOLUTIA SAFLEX PVB 1/2"AIR SPACE 1/2"AIR SPACE LAMINATED INTERIOR (TYP} OR DUPON BUTACITE PVB W/ LAMINATED(INTERIOR) LAMINATED INTERIOR BITUMASTIC COATING (INTERIOR) 1/4"HEAT STRN'D GLASS EITHER NRG BLOCK 1/4"HEAT STRN'D GLASS EITHER NRG BLOCK 1/4"HEAT STRN'D GLASS ON INSIDE IN ALL SEE ELEV FOR ANCHOR " HEAT STREN'D GLASS .070 INTERLAYER"SAF-GLAS" WITH CLOSED END .070 INTERLAYER"SAF-GLAS" WITH CLOSED END DOOR AND WINDOW .070 INTERLAYER"SAF-GLAS" LOCATIONS .015"URETHANE ADHESIVE RADIUS AT EXPOSED .015"URETHANE ADHESIVE RADIUS AT EXPOSED FRAMES(TYP) �LN .015"URETHANE ADHESIVE ) date: 1/31/07 114"HEAT STR'D GLASS ALL HARDWARE AND 1/4"HEAT STR'D GLASS CORNERS(PREFERRED) 1/4"HEAT STR'D GLASS CORNERS(PREFERRED) SILL rr; 318"MAX SHIM SPACE AT FLASHING DETAILS TO MEET OR CMU END BLOCK OR CMU END BLOCK — REQUIREMENTS OF YKK AP YHS 50 TU reVlSlOrl: SEALANT YKK AP YHS 50 TU TESTED ASSEMBLY FOR STOREFRONT HEAVY scale: AS NOTED YKK AP 35H DOOR JAMB LARGE MISSILE IMPACT STOREFRONT STANDARD 3/8"x 2"HH RAWL CONFIGURATION JAMB JAMB TAPPER(SEAL HEAD) HEAD AND SILL FOR ALUMINUM STOREFRONT WITH ADJACENT DOORS ��REINFORCED JAMBS AND MULLIONS FOR ALUMINUM STOREFRONT WITH ADJACENT DOORS �� UNREINFORCED JAMB FOR ALUMINUM STOREFRONT 3 3"=V-0" YKK AP YSD 600 TH OR EQ. `� 3"=1'-0" `� V 3"=1'-0" A6 . 2 34 of 66 2 1/2" 0'R.O. '-$"R.O. 7'-6"R.O. SOUTHOLD TOWN 2 1/2" r2 112" 1/2" 2 1/2" 2 1/2" 1/2" WINDOW SCHEDULE 3 —EQUAL— —EQUAL QUAL QuAL "s' WINDOW II -7 ANIMAL SHELTER NOMINAL SIZE VJ F.8 MANU (Z) (7) (8) O-NOM V IT&MA9NU DETAIL SHEET WIN INT/ ROOM WIN. MAT OPER. WIDTH HEIGHT TH. GLASS GLASS FRAME WIDTH HEIGHT �L1l JAMB HEAD SILL NOTES �_$"R.O. # EXT. # TYPE(3 (4) (5) (6) COLOR FINISH (11) 1 EXT. 4 B ALUM A 32" 32" 2 114" G-1 C-1 WF-1 32" 32" WJ 2 WH 2 WS 2 FOUR-BAR HINGE,55 FASTENERS,INTEGRAL SCREENS --3'-4„R.O.—f //\ \ \ 0 10 10 2 EXT. 4 A ALUM A 24" 24" 2 1/4" G-1 CA WF-1 24" 24" WJ 2 WH 2 WS 2 FOUR-BAR HINGE,SS FASTENERS,INTEGRAL SCREENS t' 2'-8"R.O.—if O � 3 EXT. 5 C ALUM F 40" 40" 2 114" G-1 C-1 WF-1 40" 40" WJ 1 WH 1 WS 1 22„ O 42f \\ \\\ 7 31!-6 „ / \ 0 / \ O / \ 4 EXT. 5 B ALUM A 32" 32" 2 1/4" G-1 C-1 WF-1 32" 32" WJ 2 WH 2 INS 2 FOUR-BAR HINGE,SS FASTENERS,INTEGRAL SCREENS 16 5 EXT. 6 C ALUM F 40" 4d' 2 1/4" G-1 C-1 WF-1 40" 40" WJ 1 WH 1 WS 1 rj I \ 6 EXT. 6 B ALUM A 32" 32" 2 1/4" G-1 C-1 WF-1 3T' 32" WJ 2 WH 2 WS 2 FOUR-BAR HINGE,SS FASTENERS,INTEGRAL SCREENS EXTERIOR FIXED EXTERIOR FIXED EXTERIOR FIXED 24"X 24" 32"X 32" 40"X 40" 48"X 48" 56"X 56" 7 EXT. 6 D ALUM F 48" 48" 2 114" G-1 C-1 WF-1 48 3A" 48 3/4' WJ I WH I INS 1 EXTERIOR AWNING EXTERIOR AWNING EXTERIOR FIXED EXTERIOR FIXED EXTERIOR FIXED STOREFRONT,LARGE _ STOREFRONT,LARGE STOREFRONT,LARGE LARGE MISSILE IMPACT, LARGE MISSILE IMPACT, LARGE MISSILE IMPACT, LARGE MISSILE IMPACT, LARGE MISSILE IMPACT, MISSILE IMPACT, MISSILE IMPACT, MISSILE IMPACT, project #0503 8 EXT. 2 F ALUM F 10, ' T-4"` 5" G-2 C-1 WF-1 10'1 T-0"` WJ7 WH7 INS SEE DOOR O THERMAL,ALUM. O THERMAL,ALUM. C THERMAL,ALUM O THERMAL,ALUM O THERMAL,ALUM O THERMAL,ALUM THERMAL,ALUM O THERMAL,ALUM (YKK AP YOW 225 TUH (YKK AP YOW 225 TUH (YKK AP YOW 225 TLH (YKK AP YOW 225 TUH (YKK AP YOW 225 TUH (YKK AP 50TH W/35H (YKK AP 50TH OR EQ.) (YKK AP 50TH OR EQ.) SITE: 9 EXT. 7 G ALUM F 6'-a" T-0"• 5" G-2 C-1 WF-1 6'-8"" T-0"• WJ 7 WH 7 INS 7 2 PANELS,STOREFRONT 10 EXT. 12 C ALUM F 40" 40" 2 1/4" G-1 C-1 WF-1 40" 40" WJ 1 WH 1 WS 1 PROJECT OUT OR EQ.) PROJECT OUT OR EQ.) FIXED OR EQ.} FIXED OR EQ.) FIXED OR EQ.) DOOR OR EQ.) PECON IC LANE SEE DOOR STYLE D SEE DOOR STYLE C PECONIC, NY 11958 11 EXT. 12 C ALUM F 40" 40" 2 1/4" G-1 C-1 WF-1 40" 4d' WJ 1 WH 1 WS 1- 12 EXT. 14 H ALUM F T-6"` T A— 5" G-2 CA WF-1 T-6-` T 4"` WJ 7 WH 7 WS 7 SEE DOOR 6 --5'-4" S CTM #. I I 1 1/2"13 EXT. 19 C ALUM F 4d' 4d' 2 1/4" G-1 C-1 WF-1 40" 40" WJ 1 WH 1 WS 1 --4'—•( c� �—�4'NOM. 1000-75-05-14.1 14 EXT. 25 B ALUM A 32" 32" 2 114" G-1 C-1 WF-1 32" 32" WJ 2 WH 2 WS 2 FOUR-BAR HINGE,SS FASTENERS,INTEGRAL SCREENS - 3-4- 15 I 15 EXT. 25 B ALUM A 32" 32" 2 1/4" G-1 C-1 WF-1 32" 32" WJ 2 WH 2 W52 FOUR-BAR HINGE,SS FASTENERS,INTEGRAL SCREENS � I -� Z Z16 EXT. 28 B ALUM A 32" 32" 2 114" G-1 C-1 WF-1 32" 37' WJ 2 WH2 WS 2 FOUR-BAR HINGE,SS FASTENERS,INTEGRAL SCREENS17 EXT. 29 C ALUM F 40" 40" 2 1/4" G-1 C-1 WF-1 40" 40" WJ 1 WH1 W S 1 - �,� CV O 18 EXT. 29 E ALUM F 56" 56" 2 114" G-1 C-1 WF-1 56" 56" WJ 1 WH II WS 1 ip 19 EXT. 1 E ALUM F 56" 56" 2 114" G-1 C-1 WF-7 56" 56" WJ 1 WH 1 WS 1 zo EXT. 2 V ALUM F 72" 115" 5" G-2 WJ 7 WS 7 SEE DOOR#2,SEE DINGS X 40" 48"X 48" 64"X 64" 20"X 32" 48"X 48" GS FOR SIDE LITES INTERIOR FIXED INTERIOR FIXED INTERIDR FIXED INTERIOR SLIDING INTERIOR FIXED 21 EXT. 9 D ALUM F 48" 48" 2 1/4" G-1 C-1 WF-7 48" 48" wJ I WH 1 WS 1 WINDOW,SEE SCHEDULE WINDOW,SEE SCHEDULE WINDOW,SEE SCHEDULE WINDOW,SEE SCHEDULE WINDOW,SEE SCHEDULE NOTE: L FOR GLAZING TYPE O FOR GLAZING TYPE O FOR GLAZING TYPE O FOR GLAZING TYPE O FOR GLAZING TYPE J,K, N ARE NOT USED 22. INT. 6 O STL F 64" 64" 12 3/4' G-4TEM. C-1 WF-7 64" 64" WJ4 WH4 Ws4 STEEL FRAME BY STEEL FRAME BY STEEL FRAME BY CUSTOM WOOD FRAME, CUSTOM WOOD FRAME Owner: STEELCRAFT OR EQUAL STEELCRAFT OR EQUAL STEELCRAFT OR EQUAL ALUMINUM EDGE PROFILE SEE DWG 1,2,3 ON A703 TOWN OF SOUTHOLD 23 NT. 7 R STL F 120" 114 3/8" 4 3/4" G-0 II J 4,6.1,6. WH 6 WS 6 SEE DOOR 20 AND SLIDING RAIL SYSTEM SEE DWG 4.5.6 ON A703 53095 Main Road 24 1 NT. 8 S STL F 108" 82 318" 4 314" G-0 II IN J 6.2,6.4 WH 6 WS 6 Southold,NY,11971 19'-2 3/8" -� '-8 3/8" T:631 765 1800 25 INT. 8 T STL F 82' 82 3/8" 4 314" G-0 II NJ 3,6.1,6.4 WH 6 WS 6 SEE DOOR 22 Q 3' Q. F 9'-4 3A' 3'-8 3/8" 3' -35" 4 3/4" Scott A-Russell,Supervisor 3/4" 3/4" 2� - if" $ Louisa P.Evans,Town Justice 26 NT. 9 Q WD F,C 48" 46 1 2" P CA 48' 48" SEE DETAILS 1,2,3 SHEET A7.3 , William P.Edwards,Councilman ��,-�,5'R.O. � �'R.O. r--6 R.O. { 27 NT. 7/8 X STL F 100, 114 518" 4 314" G-0 II WJ 4,6 3 WH 6 WS 6 ���—�(� „(�1/2' �_ 1/2" �9 1/2" 1j 112" Albert J H. Wickham, i Jr Councilman -3' Iir Thomas H.Wickham,Councilman Daniel C.Ross,Councilman 28 INT. 23 M STL F 4W 48" 8 3;4" G-3 C-1 WF-7 45" 48" WJ 3 WH 3 WS 3 Elizabeth A Neville,Town Clerk 2" 2„ 2„ 2„ 3 / Patricia A.Finnegan,Town Attorney 3/4" Peter W Harris,Superintendent of Highways 29 INT. 23 M STL F 48" 48" 8 3/4" G-3 C-1 WF-7 48" 48" WJ 3 WH 3 WS 3 \ / / James A-Richter,R.A.Town Engineer 30 NT. C1 U STL F 60" 114 3/8' 63/4" G-3 WJ4,6.1 WH6 WS6 SEE DOOR it2850 31 NT. 15 M STL F 48" 48" B 3/4" G-3 I C-1 WF-7 48" 48" WJ 3 WH 3 WS 3 CQ /j 4" \ t�cp 32 NOT SED N ti 33 INT. 18 L STL F 40" 40" 8 314" G-3 C-1 WF-7 40" 49' WJ3 WH4 W54DO // \ / \\\ 34 NT. 18 L STL F 40" 40" 8 3/4" G-3 II C-0 WF-7 40" 40 WJ 3,4 WH4 WS 4 O C 0 35 INT. 16/17 GB1-56 56" 56" 3 1IS" GB-2 C-2 56 1/2" 561/2' WJ 5 WH 5 WS 5 SEE DETAILS 5,9,10 SHEET A7.2 a 3/4" // \ Z L —� / op 3fi INT. 16/17 G81-32 32" 32" 3 1/B" GB-2 C-2 32 V2" 321/2" WJ 5 WH 5 WS S SEE DETAILS 5,9,10 SHEET A7.2 37 INT. 24 M STL F 48" 48" 12 3/4" G-0 TEM. C-1 WF-7 48" 48" WJ 3 WH 3 WS 3 ' 9'-$7/$" ` EXTERIOR FULL LITE INTERIOR SIDE AND EXTERIOR FULL LITE 1: 36"X CLG HT 9'X 6'10 3/8" 9'X 6'10 3/8" ALUMINUM IMPACT INTERIOR FIXED TRANSOM LITES ALUMINUM IMPACT ENTRY 38 INT. C3 U STL F so^ 114 3/8' 4 314" G-3 If WJ 4,b.t WH 6 WS6 SEE DOOR#40 2: 36"X CLG HT-DOOR INTERIOR FIXED INTERIOR FIXED ENTRY DOOR, WINDOW,SEE SCHEDULE O INTERIOR FIXED O WINDOW SEE SCHEDULE T WINDOW,SEE SCHEDULE O STEELCRAFT LW18 SERIES O LAMINATED SAFETYGLAZING O DOOR,LAMINATED SAFETY OSTEEL FOR GLAZING TYPE 39 1NT. 9 P WD S,C 20" 301/2" P C-1 WF-1 20" 32" SEE DETAILS 4,5,6 SHEETA7.3 WINDOW,SEE SCHEDULE ` FOR GLAZING TYPE T FOR GLAZING TYPE OR EQ. DOOR 18 GA, V AS PER MANU.TESTS(YKK GLAZING AS PER MANU. FRAME BY FRAME 16 GA,GALVANIZED TESTS(YKK 35H OR EQ.) FOR GLAZING TYPE STEEL FRAME BY STEEL FRAME BY 35H OR EQ.) STEELCRAFT OR EQUAL 40 1NT. c3 U STL F 60" 115" 4 314" G-3 II WJ 4,6.1 WH 6 WS6 SEE DOOR#47 STEEL FRAME BY STEELCRAFT OR EQUAL STEELCRAFT OR EQUAL WITH SIDE AND TOP LITES. WITH SIDE AND TOP LITES. STEELCRAFT OR EQUAL GLAZING AS PER SCHEDULE REINFORCED FRAME REINFORCED FRAME MEP and Supervising Engineer. ALUM EXT. 29 W ALUM F 72" 115" 5" G-2 WJ7 W57 SEEDOOR#13 V_1 SAME AS V, EXCEPT IMPACT DESIGN LEARNED INC. 42 EXT. 1 V ALUM F 72" 115" 5" G-2 WJ7 WS7 SEE DOOR#1 WINDOW TYPES RATING NOT NEEDED 114-116 Main Street 6360 (A) 1/4"=1'-0" NOTES: Norwich,9 7 78 T 860 889 7078 NOTES: (6)GLASS TAPES: (7)GLASS COLOR (10)WINDOW DETAILS R.O.AND NOM. DIMENSIONS ARE BASED ON NOMINAL MASONRY SIZING-VERIFY IN FIELD FOR FOR EXTERIOR WINDOWS SEE REQ.'D ANCHORING ALL EXT.WINDOWS TO MEET 120 MPH 3 SEC GUST AND C-1 TRANSPARENT ALL FRAMES TO HAVE BITUMASTIC COATING Architect: SEE DETAILS 4lA7.15SFASTENERS G-1 = 1ISSILEIMPACT C-2 LIGHT GREEN BYSOLARIS WHI,WSI SEE DETAIL I/A72 ACTUALDIrdENSIONs. STUDIO A/B ARCHITECTS G-1 = 1.1+"INSULATED SAFETY GLASS TYPE A OR C Wit SEE DETAIL 3/A7.2 , *HT_IS ADJACENT DOOR FRAME HT. 4S LISTED IN NOA#031006 07 OF(MIAMI-DADE TEST) 19 MAX SPACING (1)NOM.DIM.FOR EXT.WINDOWS INCL.FRAME, G-2 = 1.35"INSULATED SAFETY GLASS TYPE B OR C (B)WINDOW/FRAME ANODIZED FINISH WH2,WS2 SEE DETAIL 2/A7 2 SUBTRACT 5.25"FOR DAYLIGHT OPENING. 4S LISTED IN NOA#05-0317 03 IAMI-DADE TES WF-1 ANODIZED ALUM WJ2 SEE DETAIL 4/A7.2 BET.ANCHORS 19"MAX SPACING (M T! " 26"MAX SPACE 24190 Main Road,Orient G-3 = DOUBLE PANES,1/4"EA, SEE DETAILS 11&121 A7 2 ALL STL TO BE GALVANIZED WH3,WS3 SEE DETAIL 6,7/A7.2,DOUBLE AT DOORJAMB = " '' BET.ANCHORS New York,11957 WF-2 TO MATCH DOOR COLOR-2 WJ3 SEE DETAILBA/A7.2 = " BET.ANCHORS " T:6313231426 INT.WINDOWS WRAP MAASONRY,DIMENSIONS G-31 = DOUBLE PANES,114"EA.,SAFETY GLASS CATEGORY 1, 14"MAX SPACING " " „ „ „ „ „ „ AT HEAD/SILL WILL BE LARGER THAN NOW.BY APPROX 2 318 AS PER NYSBC TABLE 2406 1,SEE DETAILS 11$12/A7 2. WF-3 TO MATCH DOOR COLOR-3 WH4,WS4 SEE DETAIL 6,7/A7.2,SINGLE " 2' WF-4 TO MATCH DOOR COLOR-4 WA SEE DETAIL 8B/A72 AT TRANSOM, AT DOOR JAMB 3" � CLUSTER OF (2)R.O.DIM CAN VARY DEPENDING UPON CONSTR. G 3 II= DOUBLE PANES,114"EA. SAFETY GLASS CATEGORY II WF-5 TO MATCH DOOR COLOR-5 WH5,WS5 SEE DETAIL 5/A7 2 " " r' •r LL K•; . 5.5 MAX TO '' ' �° Structural Engineer-- VERIFYW/MANU SI PER PANE,I ',SE24061,SEEDETAILS11&12/A72 5.5 MAX TO 6ANCHORS tt.•- , G4 = SINGLE PANE,1/4",SEE DETAILS 11&12/A72 WF-6 TO MATCH DOOR COLOR-6 WJS SEE DETAIL 10/A7.2 JAMB CORNERS T INTERLOCKS (3)SEE DETAIL S/A-701FOR WINDOW TYPES WF-7 To MATCH DOOR COLOR-7 WH6,WS6 SEE DETAIL 11,12/A7.2 JAMB CORNERS SEE TEST REPORTS r�•: ISLA ENGINEERING SERVICE CO. G-41 = SINGLE PANE,1/4"SAFETY GLASS CATEGORY I, \ HEAD/SILL <'•'�'" +�'SEE DETAIL 13/A7.2 FOR INTERIOR GLASS BLOCK(GBI) WJ6.1 SEE DETAIL 13A/A7.2 AS PER NYSBC TABLE 2408.1,SEE DETAILS 11&12/A72 (9)EXT R.0 TYPICALLY MATCHES BLOCK JOINTS � \ / FOR ANCHOR THE#AFTER GB IDENTIFICATION INDICATES NOM.SIZE. WJ62 SEE DETAIL 136/A72 \ / \ GA 11= SINGLE PANE,114",SAFETY GLASS CATEGORY II DIM.=NOM+3/8"(TYP).WINDOWS BUTT MOUNTED ANCHOR:5/15"DIA. ANCHOR:5/15"DIA. / / \ CHOICES AT JAMBS, :•i:• 36 :..�,: •: 12 Centralwoods Lane WJ63 SEE DETAIL151A72 - \ �. AS PER NYSCSC TABLE 2406 1,SISTA SEE DETAILS 11&12 A72 WJ6.4 SEE DETAIL 161A72 TAPCONS MIN '' \ TAPCONS MIN / \ 4"MAX SPACING t `" ' '". Brookhaven,NY 11719 GB-1 = 8"X 8"X4'IMPACT RESISTANT GLASS BLOCK BY FOR INT.R O-,DIM DEPENDS UPON CONSTR- J \ / / \ SILLS AND HEADS. ,. T:s31 zas 7aaa (4)ALUM ALUMINUM PITTSBURG CORNING OR EQ FRAME WRAPS MASONRY.FRAMES TYPICALLY WH7,WS7 SEE DETAIL 3A/A62 1 1/4"EMBEDMENT I� / ''' STL = STEEL WJ7 SEE DETAIL 36/A6.2 \ 1 1/4' EMBEDMENT / \ TO HEAD/SILL �;•',. GB-2=8"X 8"X 3"GLASS BLOCK,SOLARIS(NORTH AMERICAN GLASS) LARGER THAN R.O.V.I.F.AND W/MASON BEFORE ALL ANCHORS I \ ALL ANCHORS // / \ MIN 3000 PSI CORNERS ` t • �• WJ7A SEE DETAIL 3C/A62 - cN \ / \ CONCRETE W/1 3A" Civil: MIN EMBED t t..• : , (5)A _ AWNING P = 114"CLEAR ACRYLIC SHEET CONSTRUCTION. F FIXED TEMP=TEMPERED MIN-3" FROM � MIN.3"FROM :• ••. �.• S = SLIDING INTO CONC. JAMES A. RICHTER MASONRY EDGES / MASONRY EDGES 17"MAX SPACING '+•'7..: '"5' - C = CUSTOM � / \ ` \ / t•-- '_.5tt,' 2"MAX SPACING - // 2"MAX SPACING \\ \\ BET.ANCHORS TOWN OF SOUTHOLD TO HEAD/SILL r / TO HEAD/SILL \ \ / MIN EDGE DISTANCE AT JAMBS ';''r':; KENNEL KENNEL -`1 -- 53095 Main Road -r / \ / OF 3"(TYP FOR ALL ' `", 35 Southold,NY,11971 1 WINDOW SCHEDULE CORNERS AND // CORNERS AND N " - r. T:631 7651560 BET.ANCHORS BET.ANCHORS \ STOREFRONT) N O O ; •ti; REFER r• / AT FIXED PANELS +44 \ / WSTRUCOTIONS AND 1 17 5.5"MAX SPACING ;�:' : ;:`•ti; TO JAMB CORNERS � REFER TO MANU. REFER TO MANU. 3" 3" 3" 3" LATEST TEST :::;. •`•.. SKYLIGHT SCHEDULE INSTRUCTIONS �./ �3" 2„ 2" 2" 2" 2" REPORTS FOR -- EXTERIOR FULL LITE 3" INSTRUCTIONS AND AND LATEST TEST VERIFICATION SKYLIGHT O ALUMINUM IMPACT ENTRY LATEST TEST REPORTS :�r• 34 REPORTS FOR A-1 DOOR W/EXTERIOR FIXED DOOR,LAMINATED SAFETY ALUMINUM SLIDING FOR VERIFICATION NOMINAL SIZE V.1 F.&MANU O.V.I.F.&MANU. DETAIL SHEET VERIFICATION C STOREFRONT LARGE ALUMINUM SLIDING PREP (5) (s) (7) © GLAZING AS PER MANU. MISSILE IMPACT, E TERRACE DOOR TERRACE DOOR 15 19 WIN INT/ ROOM WIN. MAT OFER. WIDTH HEIGHT TH. GLASS GLASS FRAME WIDTH HEIGHT NOTES TESTS(YKK 35H OR EQ.) CD THERMAL,ALUM IMPACT,THERMAL �� IMPACT,THERMAL EXT. # TYPE(1 (2) (3) (4) COLOR FINISH (a) WITH SIDE AND TOP LITES. ;::;!':,ti 18 NOTE: Miami-Dade umber VELUX FCM 3030,OR EQUAL REINFORCED FRAME (YKK AP 50TH W/35H YKK YKK AP 35H 33 O STORAGE r ' LAUNDRY 13 SL01 ROOF 02 SL ALUM F 30, 30" C-1 30 1/2" 30 112" DOOR OR EQ.) Glass Gray ';:;�l:� SL02 08 KENNEL 31 � 21 zz SL03 09 46' 46" 46 1/2" 46 1/2" VELUX FCM 4646.OR EQUAL ANCHORS TO BE STD. JAN P MECH WISHADE VELUX FCM 3030,OR EQUAL WIRE MASONRY ► SL04 " 26 " " 30" 30" " 30 1/2" 301/2 W/SHADE SEE TEST REPORTS SEE TEsr REPORTS ANCHORS 3/16"DIA., STAFF SUD5 ' 24 " " " " ' " FOR ANCHOR FOR ANCHOR BRIGHT BASIC WIRE 1 14 c3 37 38 14 CHOICES AT JAMBS, CHOICES AT JAMBS, 9.56"LONG SILLS AND HEADS. SILLS AND HEADS. 11 13 23 O sLos z3 • " • MIN 3000 PSI CONCRETE MIN 3000 PSI CONCRETE N 14"MAX TO CORNERS tr (ID 2 cL°_ 30 SICK CATS sL07 12 " " 46" 46' " " 46 112" 461t2" VELUX FCM 4646,OR EQUAL W/1 3/4"MIN EMBED W/1 3/4"M;N EMBED --�1 AT JAMBS z5 WISHADE VELUX FCM 4646,OR EQUAL INTO CONIC. INTO COIC. CLASSROOM C2 29 GROOM 15 SL08 15 " MAX T BETWEEN N SL09 18 " " " " " " 1 'MAX MIN EDGE DISTANCE "'Mv( MIN EDGE DISTANCE ANCHORS AT JAMB O 1so T OF 3"(TYP) OF 3"(TYP) 28 z7 SLID 16 ' ' " MAX. DISTANCE BET. " MAX. DISTANCE BET. SEE TEST REPORT FOR d 10 11 10 EXAM ELE T. ANCHORS AT JAMBS:10" ANCHORS AT JAMBS: 10" ANCHOR CHOICES r^ C1 SLI1 " 16 " " • " / \ AT HEAD AND SILL:12" / \ AT HEAD AND SILL: 12" "' 11"MAX TO BETWEEN � 07 08 ze 16 ANCHORS AT SILL `" O GET QPY OFFICE O ca SL12 16 ' " ' " j \\ �_ REFER TO MANU- \\ REFER TD MANU. AC 25 H D/ACO INSTRUCTIONS AND INSTRUCTIONS AND `•� 4"MAX TO CORNERS SL13 ^ 17 " " " LATEST TEST REPORTS LATEST-EST REPORTS AT SILL 23 24 40 WINDOW SCHEDULE, FOR VERIFICATION FOR VERIFICATION 26 SL14 17 " EXTERIOR AWNING EXTERIOR AWNING It'll1"-" k11" REFER TO MANU. 8 '"" 3 17 KEY, AND TYPES " l4" INSTRUCTIONS AND INTERIOR STEEL DOORS CE) DROP-OFF . sL1s 17 " ^ ' " OA LARGE MISSILE IMPACT, O LARGE MISSILE IMPACT, O O LOBBY 20 21 THERMAL,ALUM. THERMAL,ALUM. LATEST TEST REPORTS 01 41 LOBBY VELUX FCM 3030.OR EQUAL FOR VERIFICATION L` STEELCRAFT LW18 SERIES 42 sL1s " 04 " " 30' 30' • 30 1/2. 30112" (YKK AP YOW 225 TUH (YKK AP YOW 225 TUH OR EQ., DOOR 18 GA, O PROJECT OUT OR EQ.) O PROJECT OUT OR EQ.) O FRAME 16 GA,GALVANIZED O 22 19 18 NOTES: DOOR 16 GA,© STEELCRAFT H-SERIES OR EQ. N GLAZING AS PER O SKYLIGHT SHALL BE HARRICANE RATED FIXED CURB 5 GLASS COLOR (7)SKYLIGHT DETAILS (8)SHADE: H GALVANIZED FRAME 16 GA, CAT 03 CAT MOUNTED O MOUNTED SKYLIGHT,VELUX FCM#3030,A14D#4646,OR ( } O SCHEDULE AND IN O C-i TRANSPARENT FOR ROOF AND CURB DETAILS VELUX CELLULAR SHADE FHG,OR EQUAL EQUAL SEE DETAIL 14,17,18,19/A-702 COMPLIANCE W/NYSBC O 2 date: 1/31/07 1 WINDOW TYPE SL:SKYLIGHT (6}R.O. ( ) REEFER INSIDE CURB DEMENTIONS, (2)ALUM = ALUMINUM ROOF RAFTER AND SHEATHING OPENING FOR SKYLIGHT WELL DETAILS SECTION 4O6 05 revision: (3)F = FIXED DEMENSIONS FOLLOW SEE DETAIL 8/A-401 06A oaq (4)GLASS TYPES. 4 scale: AS NOTED MIAMI-DADE GLASS= 314"LAMINATED INSULATING GLASS AS LISTED INNOA#04-0805.01 OF(VIANII-DADE TEST) ANCHORING LOCATIONS FOR WINDOWS AND DOORS 3 2 SKYLIGHT SCHEDULE � WINDOW KEY PLAN A7 . 1 35 of 66 K � BEAM SOUTHOLD TOWN SEE S DWGS FOR DETAILS _ K ' � k r ANIMAL SHELTER PLACE PLASTIC NRG BLOCK HM DOOR FRAME 16 GA F SERIES , ''K ( CEILING ANCHOR WEEP HOLES X BY STEELCRAFT OR APPROV.EQ.) (PROVIDE BLOCKING @ MIN.24"O.C.(TYP) BITUMASTIC COATING ON IF JOIST DOES NOT ALIGN) REINFORCING V. INSIDE OF ALL FRAMES(TYP) c AS PER S DWGS 1L GROUT N LO u� BOND BEAM 3 4" 83k1''OR f• / PLACE PLASTIC WHEN SINGLE PANE IS USED, WEEP HOLES WITH GROUT FILL 9/16 SIDE L-- Li NRG BLOCK ''• � ' � �� .K O ' @ MIN.24"O.C.(TYP) 5' ' ' ' #14 X 5"FHSMS (CORRIDOR) SECOND GLAZING INSTALL N 1 �. ''.5 , t .. �1• f I REINFORCING 5 4 ;�: TYPE AS OR 1/4"X 5"FH 4 K 1I 1 i AS PER SCHEDULE AS PER S DWGS 5 ;•� ! :1 .. �•' ? TAPCON MIN.2 1/8 K BOND BEAM i .. 1.4 '.�; ,; ,; EMBEDDMENT SEE - , I SINGLE GLAZING WITH GROUT FILL S ' ' 'S :'1 - 5/A.701 FOR ANCHOR , O CORRIDOR SIDE S ' ' :. 1 ", ';�' �' ,: , . 116"�I ,I�116' ( 1 SID ) 1 1 1 / / " /1 ' N ID #14 X 5 FHSMS S S• ,t 1 1 5 LOCATIONS 1 15/16" 4 TYPE AS OR 1/4"X 5"FH [I S :4� ' �' 3/8"MAX SHIM W/3/8"FASTENER 4^ 4 /4" E ; ` " 4 ' ; :5' 1/4"MAX SHIM W/1/4"FASTENER S • , �' • !' '1 .;.,.• .: TAPCON MIN.1 1/4" 5 ^ 1 •• •.', •: e•,• € , .-A, •�• • . <. EMBEDDMENT SEE BACKER ROD AND SEALANT(TYP) 4 3/4" project #0503 5 .•; : : ss•. '• LOCH 1 FOR ANCHOR _- - `� ROUGH OPENING '9 -8 3 INTERIOR GLASS HEAD AT CEILING INTERIOR 3-WAY GLASS MULLION INTERIOR GLASS CORNER SITE: 4 LOCATIONS ;. •�'1. 4 5 = 5 SET WINDOW 4"BACK FROM 3/8"MAX SHIM W/3/8"FASTENER HEAD s 5 s, OUTSIDE SURFACE WITH MIN. DOUBLE GLA2ING SINGLE GLAZING 11 3"=1'-0" 15 g =1•_p•' 1 3"=1'-0" PECONIC LANE ANCHOR COVERAGE AS PER 5 ' • • � : a I `:" .S 1/4"MAX SHIM W/1/4"FASTENER MANU. ` ' PECONIC, NY 11958 BACKER ROD AND SEALANT(TYP) co INTERIOR WINDOVVS HEAD (SINGLE AND DOUBLE PANE) ROUGH OPENING GLASS STOP 3"=1'-0" 4 /4" METAL FRAME 16 GA SET WINDOW 4"BACK FROM = 10 HEAD ti 5 5 1 1/6"LAMINATED GLASS 1 " (F SERIES BY STEELCRAFT SCTM #: 5 OUTSIDE SURFACE WITH MIN. OR APPROVED EQ.) S' ANCHOR COVERAGE AS PER TYPE A OR C AS REFERENCED 1 -# BITUMASTIC COATING ON INSIDE 1000-75-05-14.1 MANU. IN MIAMI-DADE NOA#03-1006.07 OF ALL FRAMES VELUX FIXED CURB MOUNTED 1 1/6"LAMINATED GLASS SILICON CAP BEAD 3/4" 8 3/4"OR 12 3/4" METAL FRAME 16 GA 1/4"GLASS SKYLIGHT FCM rz TYPE A OR C AS REFERENCED (F SERIES BY STEELCRAFT CORRIDOR SEE SCHEDULE ( ) N 0 IN MIAMI-DADE NOA#03-1006.07 z 4� ALL HARDWARE AND DETAILS TO / " OR APPROVED EQ.) FOR TYPE(TYP) 10 z - MEET REQUIREMENTS OF TESTED BITUMASTIC COATING ON INSIDE SILICON CAP BEAD EXTERIOR d Q ERIOR ASSEMBLY FOR LARGE MISSILE OF ALL FRAMES NEOPRENE CUSHION ANDASTEN SKYLIGHT TO EXTERIOR INTERIOR WITH FURNISHED SCREWS 2 1 4 WEEP SLOT AT CTR OF FRAME SILL F o IMPACT SEE MIAMI DADE REPORTS SEALANT(TYP} z IN SPECIFICATIONS 3, 3" *1/4"GLASS BASE ANCHOR, 8 $ SEE SCHEDULE FOR TYPE(TYP) FASTENED TO SLAB LL WINDOW TO MEET NEOPRENE CUSHION AND SEALINGAND/OPE R r REQUIREMENTS OF WEEP SLOT AT CTR OF FRAME SILL SEALANT(TYP) PROVIDE MOUNTING BRACKETS ADHESIVE SEALANT 10-12XV SCREW(3)PER PANEL TESTED ASSEMBLY FOR HATCHED AREA INDICATES ^• - ' '' I LARGE MISSILE IMPACT *• �SIDEWALL FLASHING ,; ; .: ..., J-PROFILE PORTION SEALED TO = SEE WINDOW SCHEDULE n WITH ES-D644(YKK)TYP FOR FRAME SIZES FLOOR SLAB Cl) ' r.' WRAP CURB IN UNDERLAYMENT N N K (4 3/4",8 3/4"AND 12 3/4") 5/8"WGB WOOD TRIM,MAHOGANY _ = 'K WHEN SINGLE PAINTED NGLERT 2000 SERIES ROOF PANEL, Owner. FIELD BENMD GLAZING, TOWN OF SOUTHOLD Ar N A— W/POLYURETHANE FINISH / - WOOD TRIM,MAHOGANY CORRIDOR SIDE I ROOM SIDE y 5 PLACE ON CORRIDOR WOOD CUR 53095 Main Road SILL W/POLYURETHANE FINISH SIDE BACKER ROD&SEALANT K t K CMU SEE PLAN FOR �, S. S �' S' Southold,NY,11971 \ SILL WALL TYPE 5 S �- T:631 765 1800 \ NRG BLOCK BACKER ROD&SEALANT K>r S Scott A Russell,Supervisor NRG BLOCK K n .• WHEN SINGLE 5 S \ BITUMASTIC COATING GLAZING, LI :< Louisa P.Evans, s,C uucilm �• i William P Edwards,Councilman ON INSIDE OF ALL DOOR PLACE ON CORRIDOR �15 . �j Albert J Krupski Jr,Councilman BITUMASTIC COATING K SIDE ASTM D226 30#FELT(BY ENGLERT) Thomas H.Wickham,Councilman \ AND WINDOW FRAMES Daniel C.Ross,Councilman \ (TYP) ON INSIDE OF ALL DOOR NGLR\ERT HT UNDERLAYMENT Elizabeth A Neville,Town Clerk \ AND WINDOW FRAMES INTERIOR WINDOWS SILL ,I INTERIOR GLASS SILL AT SLAB SOLID DECK: "PLYWOOD SHEATHING Patricia A.Finnegan,Town Attorney Peter W Hams,Superintendent of Highways SEE A4.2 (TYP) 3"=1'-0" I G 3"=1'-0" James A.Richter,R A Town Engineer I FOR MASONRY HEAD&SILL, SEE A4.2 4" AND FLASHING DETAILS FOR MASONRY HEAD&SILL, 40 AND FLASHING DETAILS METAL FRAME 16 GA IF SERIES BY STEELCRAFT METAL FRAME 16 GA OR APPROVED EQ.) F SERIES BY STEELCRAFT BITUMASTIC COATING ON INSIDE 3/4" FIXED EXTERIOR WINDOW HEAD AND SILL r� AWNING EXTERIOR WINDOW HEAD AND SILL BITUMASTIC ALL FRAMES OR APPROVED EQ.) 1 SKYLIGHT AT CURB L BITUMASTIC COATING ON 3"=1'-0" GROUT N 3"=1'-0" INSIDE OF ALL FRAMES NEOPRENE CUSHION AND Mlv '':• w �� SEALANT;TYP) DIMENSION VARIES IN NEOPRENE CUSHION AND N ANCHOR WITH 1/4"SS TAPCONS Y. 1N ,i: %':'•:?; %;. i;S:. ;',:,`r' �J� 1/4"GLASS •�- SEALANT(TYP) WITH 1.25"MIN.EMBED INTO CONCRETE k i :...:..,,. ' 3'• SEE TYP ELEV FOR ANCHORING LOCATIONS ' '':1:.• ' " '° `' `,' SEE SCHEDULE FOR TYPE(TYP) < 1'•'.�.'''�..�. SEE STRUCTURAL ti :5 t• • Y �`t WHEN SIIJGLE PANE IS USED, 1/4"GLASS DWGS. FOR 1 1/6"LAMINATED GLASS TYPE A OR C y 4' • �1' ;5 . j `• INSTALL ON 1 9/16"SIDE SEE SCHEDULE REINFORCEMENT AS REFERENCED IN MIAMI-DADE NOA#03-1006.07 ": y (CORRIDOR` ENGLERT 2000 SERIES ROOF PANEL, < ) FOR TYPE(TYP} OR EQUAL 10-12X1"PANCAKE HEAD SCREWS @ 24"O.C.(TYP), MEP and Supervising Engineer: WINDOWS TO MEET REQUIREMENTS •'1•�S :F'•• �' ' ' .k ' INTERIOR OF TESTED ASSEMBLY FOR LARGE ' '•. i• 211 SEE WINDOW SCHEDULE SINGLE GLAZING BITUMASTIC COATING 't -. * : ' • s : BOND BEAM FOR FRAME SIZES 1�6"-.I �I�116" ON 1 'SIDE 116"—,I I'-116" SET IN BED OF SEALANT OR BUTYL TAPE(BY ENGLERT) DESIGN LEARNED INC. MISSILE IMPACT SEE MIAMI DADE ON INSIDE OF ALL DOOR -REINFORCING AND WINDOW FRAMES REPORTS IN SPECIFICATIONS k ' ( ) • Y • ' '® : � AS PER S DWGS 4 3/4",8 3/4"AND 1 4 3 OFFSET CLEAT Norwich,CT06360 (TYP} 1"X 1 1/4"ALUM.TRIM ' , ? t'' � 3 11411fi Main Street �. x STANDARD MASONRY ANCHOR 4'd 4d T!860 889 7078 y 2-SELF DRILLING,SELF Xc' Y TAPPING INTERIOR WINDOWS JAMB INTERIOR GLASS MULLION INTERIOR GLASS MULLION IELD CUT&BEND Architect: SCREW FASTENERS 8 = 3 3 STUDIO A/B ARCHITECTS 5 k Y PER ANCHOR 3 -1-0 3 -1-0 3"-1'-0" ETAL CURB Y• 24190 Main Road,Orient .1 S yS, New York,11957 S S K. METAL FRAME 16 GA T:631 323 1426 ' O I SEALANT k ;_ K (F SERIES BY STEELCRAFT 5 . 5 55. I'I I 318"SPACE FILLED WITH '�•: OR APPROVED EQ.) Structural Engineer. 5 S I I I FIBER •:« :�-x• tc OF ALIL FRAMESATING ON INSIDE y I I COMPRESSIBLE GLASS ISLA ENGINEERING SERVICE CO. K' ;i: •'•.'. GROUT 18 12 CenavenoodY Lane ti I I v 1-3/4"X 20 GAUGE + ; 11719 5 S n IiI ANCHORS K +x� S I I AT EVERY OTHER NEOPRENE CUSHION AND T:631 286 7448 II r;.••a ,':: w `co SEALANT;TYP) VERTICAL JOINT r ... 4 : ; civil. _ _ _ ICHTER -A s � I � 5 y - - -- I I 7a'x 7a'x 3g"SOLARIS ' . `�• DIMENSION VARIES JAM ES A. R _ I I GB(NORTH AMERICAN °� K'.�'•'y';;;:,; oiler 1/4"GLASS TOWN OF SOUTHOLD 3/16"L 3/16 S - - - GLASS)COLORED f �� ' ;• • SEE SCHEDULE FOR TYPE(TYP)l' / 53095 Main Road / `•M1.,y;'a P`- • K +.,S!� S WHEN SINGLE PANE IS USED, Southold,NY,11971 INSTALL ON 1 9/16"SIDE T:631 765 1560 ROUGHOPENING I I " r (CORRIDOR) ICI 19 ! �..••i SEE WINDOW SCHEDULE SILL ;•;:; FOR FRAME SIZES JAMB EXTERIOR JAMB (4 3/4%8 3/4"AND 12 3/4") ��• V. SKYLIGHT KEY 1 o SKYLIGHT AT TOP SLOPE FIXED EXTERIOR WINDOW TYPICAL JAMB DETAIL STANDARD MASONRY ANCHOR g3' 0 3'=1'-0" ANCHOR WITH 1/4"SS TAPCONS WITH 1.25"MIN. EMBED INTO CONCRETE • " ~' NOTE: SEE TYP ELEV FOR ANCHORING LOCATIONS INTERIOR WINDOWS JAMB VELUX FIXED CURB MOUNTED SEE STRUCTURAL 1 1/6"LAMINATED GLASS TYPE A OR C 3"=1'-0" SKYLIGHT(FCM} DWGS.FOR AS REFERENCED IN MIAMI-DADE NOA#03-1006.07 10-12X1"SCREW(3)PER ROOF PANEL REINFORCEMENT AL HARDWARE AND DETAILS O INTERIOR MEET REQUIREMENTS OF TESTED �: ASSEMBLY FOR LARGE MISSILE BITUMASTIC COATING IMPACT SEE MIAMI DADE REPORTS ASTEN SKYLIGHT TO CURB ON INSIDE OF ALL DOOR IN SPECIFICATIONS WITH FURNISHED SCREWS AND WINDOW FRAMES (TYP) 1"X 1 1/4"ALUM.TRIM WRAP CURB IN UNDERLAYMENT ORIZONTAL -3/4"X 20 GAUGE 1-3/4"X 20 GAUGE ANCHORS `v REINFORCING WIRE W1.7 PANEL ANCHOR(TYP.) AT EVERY OTHER HORIZONTAL JOINT EXTENDING FULL WIDTH HEAD WALL FLASHING OF THE PANEL ORIZONTAL REINFORCING ENGLERT 2000 SERIES ROOF PANEL J-PROFILE OR EQUAL BOX PANEL END S IN MORTAL BED JOINT AT EVERY OTHER C 7 "x 7 "x 3�"SOLARIS GB(NORTH AMERICAN ' @ EVERY OTHER 2)-SELF DRILLING, S S HORIZONTAL JOINT SELF TAPPING 5 GLASS)COLORED 5/8"WGB Z CLOSURE CUT TO FIT BETWEEN PANEL, y ' OS . PER ANC ORENERS PAINTE SET IN 2 CONT.BEADS OF SEALANT AND ' S ' .t CAULKED VERTICALLY AT SEAMS SEALANT • 5 5 S �i'c.,;-is e4. WOOD CUR PROVIDED BY ENGLERT) 1�. S ti ' Y k Y y POP RIVET @24"O.C. ASTM D226 30#FELT(BY ENGLERT) W I N D OW DETAILS 5 t r ;. .5 • , Y, y'• S ENGLERT HT UNDERLAYMENT S Y S - Y ' k' BLOCKS RO S'' -------- O L 35 7 B" ^ 7 7" D.L.O. 7 7.. O - - k Y •Y DECK S A,0g 2-7 21� $ 5 ti5 5 - - - y >t 3/4 PL SHEATHING :.S 2__ _ _ _ y1c 3& (4)B"BLOCKS BY 4 BLOCKS 4B 1/2"R.O. �:.5 16 I8, S - - - Y' k i ' SHEAT LLED - VENT OPENINGS - - - k� Y Nk . GLASS BLOCK ON INTERIOR WALL(TYP) COMPRESS318"SPACE IBLE GLASSHFIBER FRAME00, ID Y ' SEALANT N tt O STANDARD PANEL ANCHOR METHOD ROUGH OPENING 1t is y. Y GBI W/NORTH AMERICAN GLASS Y•� 7t x 7 x 3j"SOLARIS GB,COLORED date: 1/31/07 JAMB Jc SEE SCHEDULE FOR SIZE revision: SILL EXTERIOR scale: AS NOTED AWINING EXTERIOR WINDOW TYPICAL JAMB DETAILS �� INTERIOR GLASS BLOCK HEAD AND SILL (� GLASS BLOCK INTERIOR GLASS BLOCK JAMB DETAIL n SKYLIGHT AT LOWER EDGE 4 3,'=1'-0" A7 . 2 36 of 66 SOUTHOLD TOWN "+'- ANIMAL SHELTER OFFICE DROP-OFF LOBBY 1X2 MAHOGANY 1X2MAHOGANY _ INDUSTRIAL POLYURETHANE 3 INDUSTRIAL POLYURETHANE Cn 1 1/2 114"CLEAR ACRYLIC SHEET a FIXED SX16X8 CMU HAFEL EKU REGAL-C 15 cJ SLIDING GLASS DOOR FITTING ` \\ \ \\ \\ \ \\ \\ \\ \\ \ \ \\ \\ \ \\ \\ iZ \ \\ \ \ \\ \ \ \\ VOICE WINDOW \ \\ \ \\ \\ MODEL GR W/SINGLE RUNNING/GU DERAILS \\ \ \ \ \\ \ \ \ \\ \ \\ \\ \ \\ \\ \ CUTOI IT \ 8X16X8 CMU \ \ \ \ \ z OJ \ \\ 1 1/2" 1 1/2" \ ,f--1'9 1 8 \\ \ \ \\ \\ O caco \ \ \\ uw3 1'-4" \ \ \ \ \ 19 1/4"+1- 3/4" \ \ on 3 \ 1 X2 MAHOGANY \ \\ \ \ \\ \ \ O /4 \ COUNTERTOP 1A"ACRYLIC CLEAR SHEET w \ \ \ \ \ BELOW FOUR SIDED ALUM.EDGE PROFILE \ \ \ \ \ \ \ \ \ project #0503 lo/ \ O \ \ 6 N \\ M \ \\ \\ \ \\ \\ \ \\ \'INN \ \\ \ \ \\ 3s \\ \ \ \ \\ \ SITE: o \ \\ \\ \ 4-SIDED ALUM.EDGE PROFILE 5 \\ \\ \\ \\ \\ \\ \\ \\ PECONIC LANE - _ \ \ \ \ \\ \ PECONIC, NY 11958 L: I- --SERVICE WIND \ \ \ \ 1X2MAHOGANY T \ \ ' \ \ SCTM #: 1X2 MAHOGANY 21"+- INDUSTRIAL POLYURETHANE \ \ CID - 1' —4'+/ U) MAHOGANY 1000-75-05-14.1 INDUSTRIAL POL URETHANE \ \ \ \ \ 0 ih LOBBY p OFFICE \ \ O U 1X2MAHOGANY 1X2MAHOGANY \ \ Ls ACRYLIC S'-1=ET u; INDUSTRIAL POLYURETHANE INDUSTRIAL POLYURETHANE 12X8X16 CM \ \ BELOW BELOW \ \ \ \ \ \ \ \ \ HAFEL EKU REGAL-C 15 RAIL \ \ \ \ \ \ \ \ DOOR 114"ACRYLIC SHEET W/ALUMINUM FRAME PROFILE vr' II I WINDOW TYPE Q: RECEPTION WINDOW#26 OFFICE SIDE ELEVATION RECEPTION WINDOW#26 PLAN DETAIL WINDOW TYPE P: RECEPTION WINDOW#39 ELEVATION RECEPTION WINDOW#39 PLAN DETAIL I I I 1 4 1/2"=V-0" OFFICE SIDE VIEW 3"=1'-0" �. I I I w ' II Owner.• FIXED CURB MOUNT TOWN OF SOUTHOLD SKYLIGHT 53095 Main Road VELUX FCM OR Southold,NY,11971 / 4" / _`'` , EQUAL T:631 765 1800 10 1X2 MAHOGANY /,/ ll Russell,tt A / / / // 4" 1 X2 MAHOGANY Louisa P.Evans,Town```~� ' `�~ . „ Williamm P Edwards,,Supervisor Justice Councilman 2'-6 1/2 (43030) Albert J Kry ski Jr,Councilman 0oo AFEL EKU REGAL-C 15 `'�, 2:6 T-10 1/2"(#4646) Thomas H.Wickham,Councilman Daniel C Ross,MODEL GRlman SLIDING LASS DOOR FITTING `3-10 12,�*303p) PatriciaElizabeth AF nee a,Town Clark 4 9 y W/SINGLE RUNNING/GUIDERAILS INSTALL 5/8"GWB WHERE ```y�'` ti ems) Peter W Harris,Superintendent of Highways REQUIRED FOR 7HE `�� James A.Richter,R.A.Town Engineer Z MECH_UNIT INSTALLA.TON �o ' 1 Z O w_ RAFTERS �RA\T�as d J ` J I Oz ? 2X6 STUDS f `� I Q� I ¢ w Z W/R19 BATT INSULATION / 4 s�� ¢ w I + 1/4"ACRYLIC SHEET + ¢ tZ + INSTALL 5/8"GWB WHERE o ' o m n + REQUIRED FOR THE LU w J 00 MECH.UNIT INSTALLATION w � v a w w N � �: 1 ! ~ � 1/4"ACRYLIC CLEAR SHEET 2'-6 3/4"+/-(#3030) 1 2'-5 1/4"+/-(#3030) 3' W/ALUMINUM EDGE PROFILE -11 3/4"+/-(#4646) `! 3'-9 1/4"+/-(#4646) } ' 1 MEP and Supervising Engineer: LOBBY OFFICE DROP-OFF LOBBY OFFICE 1 \ DESIGN LEARNED INC. � ' J 1 ' 114-116 Main Street / t ' Norwich,CT 06360 ol 1 10 1 MAHOGANY, 10 1 LOCATION INDICATED ! ' T 860 889 70M / ON THE ROOF PLAN % I � , Architect: INDUSTRIAL MAHOGANY, ' POLYURETHANE,TYP. INDUSTRIAL POLYURETHANE / 1 STUDIO A/B ARCHITECTS' COATED ! t 24190 Main Road,Orient / PAINTED WB New York,11957 � f , T 631 323 1426 2�1 em no Structural Engineer.• r INSTALL 3/4"FIRE / RATED PLYWOOD ISLA ENGINEERING SERVICE CO. WHERE REQUIRED /f ' 12CentralwoodsLane 1 X2 MAHOGANY f 1 Brookhaven,NY 11719 8„ / / 8"STANDARD CONCRETE BLOCK 1 ' ll T:631 286 7448 / 7 /4" 1 X2 MAHOGANY 1 ' / 01 / i 1 ti Civil: /4" / // /4" J j f JAMES A. RICHTER 8"STANDARD / / / / 1 ' �� TOWN OF SOUTHOLD / / / ----- '----" _'� —y 53095 Main Road CONCRETE BLOCK Southold,NY,11971 f / / T:6317651560 / J PROFILE WHERE J PROFILE WHERE COATING SCOUSTID ACOUSTIC COATING 3 RECEPTION WINDOW#26 PLAN DETAIL RECEPTION WINDOW 439 PLAN DETAIL IS APPLIED NOTE: 3"=1'-0" 3"=1'-0" ACOUSTIC COATING ACOUSTIC COATING AS PER SCHEDULE AS PER SCHEDULE CAT TOOM VARIES, SEE CEILING PLAN VARIES,SEE CEILING PLAN 1xX LAUAN,PAINTED a / PARALLEL TO ROOF SLOPE PERPENDICULAR TO ROOF SLOPE L—Z--------------------I--J \ I I I Iol w0 TYPICAL SKYLIGHT WELL DETAIL SECTIONS EXCEPT KENNEL SKYLIGHTS 7 a \ \ I I I I ° , e --------------------- r F SEE A2.1 CEILING PLAN AND A5.3 KENNEL DETAILS FOR KENNEL SKYLIGHTS c // —————————— � G I I I I / DOUBLE FLAP WALL I I ° A. '.a THROUGH CAT DOOR I I 11 / ` HALE PET DOORS I I MEDIUM#04HS03,OR I I o I / // EQUAL I I vad • • ' \ I I I I I I I I a •• �.A20 \ \ \ 0 I I \ \ \ II II / /ir I I L 1------ -------------I— J I I WINDOW DETAILS 2 I I CAT TERRACE I I CAT ROOM HIDDEN SEALANT I I ol EQ. R.O. EQ. I I I I I V-4 3/8" 1 1 1xX LAUAN PAINTED Q --------- I I w 2xX AC I date: 1/31/07 OUBLE FLAP WALL THROUGH CAT DOOR HALE PET DOORS MEDIUM#04HS03,OR EQUAL 4 / reVlSlOrl: 1xXLAUAN / / a.° / scale: AS NOTED 1x X LAUAN,BLEACHING OIL BLEACHING OIL / / / " CAT TERRACE HIDDEN SEALNT Q CAT DOOR PLAN DETAIL CAT DOOR SECTIONAL DETAIL C� 3"=1'_0" A7 . 3 3"=1'-0" 37 of 66 SOUTHOLD TOWN CLASSROOM C2 ANIMAL SHELTER 11 10 C II II - ---�� 08 -- n----w------ --,�------------ GET --iln------------ AC PUPPY ---I� ------------ --- project #0503 n ---ull--------- -- SITE: - __7 _—_—_—_—_— PECONIC LANE 02 PECONIC, NY 11958 lill -- ------------ SCTM #: 2 ------------ LOBBY 1000-75-05-14.1 - -- ------------ lip 12' 06 03 s CAT 1 PERGOLA PLAN Owner. TOWN OF SOUTHOLD 53095 Main Road Southold,NY,11971 T:631 765 1800 CEDAR 2X2 @3"O.C. Louisa P.Evans Supervisor,Town William P Edwards,Councilman 2 CEDAR 2X2 @3"O.C. 2X10 ACQ @16"O.C. Albert J Krupski Jr,councilman Thomas H.Wickham,Councilman Daniel C.Ross,Councilman Elizabeth A Neville,Town Clerk DI DI Patricia A Finnegan,Town Attorney Peter W Harris,Superintendent of Highways James A Richter,R A-Town Engineer 2X10 ACQ @16"O.C. 2X10 ACQ � � 2)-2X10 ACQ LEDGER • • GIRDER 1"TYP, 12' X4 ACQ BETWEEN - X1 ACQ 2-2X10 GIRDER GIR E ANCHORED TO WALL X6 CEDAR POST \-----6X6 CE kR POST «i LOBBY CLASSROOM MEP and Supervising Engineer. DESIGN LEARNED INC. 114-116 Main Street Norwich,CT 06360 T 860 889 7078 Architect: STUDIO A/B ARCHITECTS 24190 Main Road,Orient New York,11957 INTERIOR F.F. T:631 323 1426 Structural Engineer. ISLA ENGINEERING SERVICE CO. I I I 12 Centralwoods Lane Brookhaven,NY 11719 Z I Z i Z i T:631 286 7448 M I M Civil. CA e l i t i 3 JAMES A. RICHTER I I I TOWN OF SOUTHOLD 53095 Main Road LLL Southold,NY,11971 T:631 765 1560 9'-4" 10, 3' WEST-EAST SECTION THROUGH PERGOLA WEST-EAST SECTION THROUGH PERGOLA NOTE: PERGOLA DETAILS (OPTION #2) date: 1/31/07 revision: scale: AS NOTED A8 . 1 38 of 66 © v SOUTHOLD TOWN LOBBY L1 L1 ANIMAL SHELTER i6 11 j 22 19 I (D a 2 ,, 19 I • � 06 19 03 04 O i CAT CAT DOOR DOO CAT CAT 14 project #0503 17 SITE: 1S PECONIC LANE �� 0 PECONIC, NY 11958 O F C3 2 F SCTM #: 15 CAT BOX FURNITURE LAYOUT CAT ROOM 04 NORTH CAT BOX FURNITURE LAYOUT CAT ROOM 04 EAST CAT BOX FURNITURE LAYOUT CAT ROOM 04 SOUTH 1000-75-05-14.1 0 05 14 1/4"-1'-0" 1/4"-1'-0" 1/4"=1'-0" 5 0 1 06A 0 04A 4 O 5 0 Owner. 19 D R TOWN OF SOUTHOLD 53095 Main Road 15 Southold,NY,11971 T:631 765 1800 Scott A Russell,Supervisor Louisa P.Evans,Town Justice ---------i William P Edwards,Councilman Albert J Krupski Jr,Councilman CAT BOX FURNITURE LAYOUT IN CAT ROOMS Thomas H.Wickham,Councilman Daniel C Ross,Councilman Elizabeth A Neville,Town Clerk Patricia A.Finnegan,Town Attorney Peter W Harris,Superintendent of Highways James A Richter,R A-Town Engineer B 3/ "TY'P. 3 \ li PEN CAT BOX FURNITURE LAYOUT CAT ROOM 06 EAST CAT BOX FURNITURE LAYOUT CAT ROOM 06 SOUTH 6 1/4"=1'-0" ILO "v 4" 8" 3/$"ANCHORS ON WALL 49 5/8"DIA. HOLE,TYP. PLAN VIEW SIE'DIA HOLE,TYP. 5/8"DIA.HOLE,TYP MEP and Supervising Engineer. //e DESIGN LEARNED INC. 1`-4" 1'-4" 1'-4" 1'-4" 3/ "TY'P. ULLNOSE 3/ "TYP. 3/ "TY��F'. ULLNOSE a li li 5" 314"TYP. li l}i 114-116 Main Street a L F— a ® ® Norwich,CT 06360 �,., 3/8"BOLT AND WASHER r asg ass Tale _ __— —�. -- �. Architect: cry M CI OPEf� r��i r' � �s I �l STUDIO A/B ARCHITECTS Ir' ° ° 24190 Main Road,Orient 10 4" 8" �� New York,11957 OPEN p� ? j i T:631 323 1426 0 0 0 0 Structural Engineer.- " a" 4" ISLA ENGINEERING SERVICE CO. -------- V_ L ------ 3 8"BOLT AND WASHER ods Lane JIG-- ULLNOSE Brookhaven,NY 11719BULLNOSE J`-5"4 5„ T:631 286 7448 FRONT VIEW SIDE VIEW REAR VIEW SIDE VIEW AXO.DIAGRAM C/VII: 7 16" CUBIC UNIT CAT BOX FURNITURE INSTALLATION DIAGRAM AXO. JAMES A. RICHTER TOWN OF SOUTHOLD 53095 Main Road Southold,NY,11971 T:631 765 1560 PEN v r� I in ULLNOSE I I 10 2'-8" NOTE: ANO HINGE FLU I TO TOP 3/8"ANCHORS ON WALL (V I n B.O C CV Z (V ' I / / I LIFT-UP DOOR PLAN VIEW LIFT-UP DOOR LIFT-UP DOOR 5/8"DIA. HOLE,TYP. 5/8"DIA. HOLE,TYP. / 1'-2�1/2" 1'-51/2" 2'-8" V-51/2" 1'-2 /?," / \ ULLNOSE BULLNOSE / \ CL 3/ "Tl'P. 3/4"TYP. 3/ "TYP. 3/4"TYP_ " CAT BOX FURNITURE 5 3/8"BOLT ND WASHER M DETAILS cn Cl) OPEN M co v r��, OPEN 00 �' `� (OPTION #6) OPEN `r 0 0 0 0 0 4 2' 4" d 4"LE= ---- 2' date: 1/31/07 ________—_ ________�_M 3/8"BOLT AND WASHER ______—______ _ _ ___ ,� revision: 12/20/05 scale: AS NOTED FRONT VIEW SIDE VIEW REAR VIEW SIDE VIEW AXO.DIAGRAM 9�32"X32'"' UNIT r% CAT BOX FURNITURE INSTALLATION DIAGRAM AXO. Q1 V 1/4"=1'-0" / 8 ■ 2 39 of 66 NOTE: SOUTHOLD TOWN 1 . EXISTING SITE CONDITIONS WERE DEVELOPED FROM TOPOGRAPHY BY L.K. McLEAN ASSOCIATED, DECEMBER 1 , 2005 AND SITE PLAN OF THE ANIMAL SHELTER N46,42120"E - 539.76' SOUTHOLD TOWN HIGHWAY DEPARTMENT, APRIL 7, 2000. 2. THE EXISTING ANIMAL SHELTER WILL REMAIN OPEN TO THE PUBLIC AND FULLY OPERATIONAL DURING THE PROPOSED CONSTRUCTION. 3. THE CONTRACTORS SHALL ACCESS THE SITE VIA THE SOUTHOLD HIGHWAY DEPARTMENT YARD FROM PECONIC LANE. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE EARTHWORK, SHAPING AND GRADING WITHIN THE CONSTRUCTION AREA. 5. REMOVAL OF THE EXISTING ANIMAL SHELTER FACILITIES WILL BE COMPLETED AFTER THE PROPOSED BUILDING IS OPERATIONAL. 6. THE CONTRACTOR SHALL CUT-TO-FILL TO PROPOSED SUBGRADE ELEVATIONS FOR ALL EARTHWORK. project #0503 SITE: 7. THE CONTRACTOR SHALL IMPORT REQUIRED FILL TO MEET ELEVATIONS SHOWN ON THE PLANS. PECONIC LANE PECONIC, NY 11958 SCTM #: SOUTHOLD TOWN 1000-75-05-14.1 VEHICLE & MAINTENANCE YARD TO REMAIN N 0 w C/) a m I W C0 0 W �-.a N O 30 92 NAIL SET 60D Owner. I � EXISTING TREE TO REMAIN TOWN OF SOUTHOLD EXISTING TREE TO REMAIN AND BE PROTECTED 53095 Main Road 2 AND BE PROTECTED R N CONSTRUCTION Southold,NY,11971 W DURING CONSTRUCTION 3, T:631 7651800 0 _W x27 68 Scoff A Russell,Supervisor N TO x31 20 30 81 �� Louisa P.Evans,Town Justice 28 09 xSPOT William P Edwards,Councilman ��NN Daniel C.Ross,Councilman 4UIP SET 60 WO �� /V Thomas H Wickham,Councilman �R_ I T �^J POLE • I N 3L23 Albert J Krupskl,Jr.,Councilman 28�07 x Elizabeth A Neville,Town Clerk Patricia A.Finnegan,TownAttome BENCH MARK AT TOE 291 gGIN SPOT PeterW Hams,SuperintendentoiHi Highways POLE FOR 3+ I r 9 Y CONSTRUCTION XTP'e x aE° jp0 XT❑E o 90 /�� g vs 28 6 O� 2 x PGT James A-Richter,R A-Town Engineer 30¢3 ELEVATION MARKED - S ' 2e.32 IN FIELD p E' TOE 2922 A A T28 OE XSPOT 04 TOE ioP10 xTeE x oe__ ' ❑T xSP T TOE 0.24 2 1.22 � SPOT nons 1 Ut _ x °T XSP }TEE] Xs°Poi �8 32, I J 24 26� 30,05 I 30 0 28.613 TOP, _ P y`WOODS 3o H2 E MISCELLANEOUS SHELTERS AND CAGES NOT � XsPo9 Xr0 5 9 I �XT E3 o TO TOP z vooiis X Po9 xT° ' xT E3 a SHOWN ON TOPOGRAPHY FOR CLARITY y 297 6.90 z, 3 43.48 TEP8.59 TOE90 434 SH T SE n0 xSPOT � XT¢E� � Tut 6, a TOY6B 2802X2])3 TEP ``\�, Top T➢P 2 3 roP x POT X_8. OE TOE 6.5P +20 2 6 N L SE OD g, - O ➢P �� o. T 27.73 xSe.lz xzPEfi ° n4e 2889 TIIP P XS POT•SPOT TOP TOP 2) 2)3] 2626 28 TOP 2R 0?XTOP �42.09 30,q xsPor xsPgs xSP➢T CONCRETE 10 +/ oP aoDs X2 P 3 P X28.12 x26.26 p� 40.57 SP TOE40�48 T2 x °°� xSP°; SOUTHOLD TOWN ING 40 UDiameter XsPos oT TOP xsvor XsaE3 9 ` I xsPDT HIGHWAY DEPARTMENT x2)T z]06 26.26 2765 $PDT SP'uT 30,14 TOE OF5 2933 ]°^ xsP YARD AREA R 6 �A� x26,26 xSP❑T XS 4 TOP f1 O 8B8 X x2P'd 2842 0D 2g SPOT ° MEP and Supervising Engineer. T❑E ❑DS S U T D O L T N F _ x SPOT C O T R U 2).]6 BENCH MARK AT {} x2]39 10'+ '`` BUILDING DOORWAY x Ph x2Hza 1 K° I'M z CONCRETE /1 FOR CONSTRUCTION 62 2919 TRE 6 INEH x N 5 23 z] 'OL �Jp N D DESIGN LEARNED INC. T 60 SPOT H FENXNIRE )`NAIL SET 6 BUILDING SP ELEVATION MARKED / " 285 6 yr ,. ➢ 2 oT OT D U DIN 27.06 114-116 Main Street IN FIELD xSNT BOG 2620 SRp js' y'.'.eG EmG 2H 12 FEN°VIRE 6 FEN 5 STK➢ 2765 SP SPOT 0 Norwich,CT 06360 8 1 50'Diameter ' OF 7� O X n 'BL➢G SPor 30.15 -- ¢Nc .�'.t•y,1' ... TOE GP X27, T'860 889 7078 P zz Sege NE,.„zon `SPOT 29 3 X SP Architect: spot 2e3s 2ON s sT Be, 26.72 2976 289E 2833 SPOT XSP❑T Cn STUDIO A/B AR xSPOT xs.73 LOG SPOT %� x EXISTING ANIMAL I PGOT zRE+6 I x X x 7,76 SHELTER BUILDINGS�� xSP➢T / Pes2 "X D, ARCHITECTS 2896 TRE 6 N €� X BLDG 9.03 27,29 TO REMAIN DURING I SP° xsPdr 2HH9 P T ARE 2E„5 STKD W X 7 STKD x SPOT 24190 Main Road,Orient CONSTRUCTION HE 6 ,v ch XSFOT 8,28 x 27 ,7 T New York,11957 TRE 6 INCH x F N 5 Th D 2 72 I,1 T:631 323 1426 28. 28.27 ]T D xsPhT aHpG xsP I S COrJC FO Gig POT 1 2843 2J,53 ,POT xSP.]]3 'B62 i / NAIL SET� 26 S T 88 n �28.62 EE-w-Lr oe ee9 ze,]s 'y� (JAIL SET AG 29 D° 1 £3.'., 28.5 �I`FEN 5 STKD X ❑T 85, Consulting Architect: THE BACON GROUP Inc. 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BLDG 9 03 xsPoT - FINAL LOCATION TO BE DETERMINED HIGHWAY MAINTENANCE BARN I XSPO 2874 PpT Brookhaven,NY11719 xSPOT " 28 9 9 3 x 94 T.631 286 7448 s2NT 3Lnc fF:i6i:i:i:?. SPUT EN IRE Po x -� (:(Een ¢T "OT r E 6 N F� - EN 5 STKD --�. -ems ':::x. Civil Engineer.- i .:::.fFN S: .mm_:::X:...... 51 VOT .9 ...EN.S.SIND...... I �:. :'.:':.'::::.':.' ::.'.:':.':.'::.':.':.':.'..'.: Exlsn ;......-�.- ::::. .:':::'::;'::: OFFICE 2g.73 L K McLean Associate NG p0 SPOT t'8 S ........................................ W 8 62 NO WORK LICE IMPO(J EzisirMCPARau D:;:::.:.:;'::':'::;'::'::?:::':?':::... ... 28 ae �p X 27 IN TF{IS A ND AREA ::ncc�ss.rc sMe4i ?::::::;;;::::: 1 ::;: ::::::`.:1:;t;?....... XSPOT 28A2 x x 3 POT 437 South Country Road REq BLDG O Bro okhaven, n New York 11719 i, 4 W ! 28.8- 2879 T:631 286 8 668 BLDG 8.9 6 8.56 I 29 00 a i 29.4 X \ SPOT ,28,90 o SP❑T x x 28�67 28.85 ............ ...... F N 4� E 6 'FEN 5 STKD LINE OF EXISTING GU I W sP❑r B LDG . ............ .......... 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PDT 2- ry �roD - 53 LINE OF EXIST PLAN AND x E 30 _a ..2g.63 .......xsP sPOT DE MOLITIONS S PLAN 22 x °r N U1 28.85 xs,OT EP MAC 26,03 TRE 30 i� ....................................... ................................ ................... . SO 'zssii?ii:r '.'.' .'.'.,�E.'8,65.':.'.'.'. NAI'L"'SE'i'MAG date: Jan. 31 2007 ea.uAc:: ..... ... ... ........................ .'NIAC.•.'.'.'.'.'.'.'.'..... 59 .......... MAC I 27.87..•. .'.'.'.'.'..'.'.'.'.'.'.'...... 2562 SPOT ::.3G.�'..'.. S6,O26 2)29 .. 1/:.......... :.SPOT !T �8,�6.....................•.... :..•. ° ¢ - - revision: CI L* X n :':i:' - --- - - - - ; - - '.'.'.'.'.'..'.'.'.'.':.'.'.'.'.EP.'MAC.'.'.'.'.'.'.'.'.'.'.':.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' - pB0 .................. ................................ 777...... .... P'.MAG'. .'.'.':.'.'.'..:.....:..............•................... FF - - -. ..�P��MAG. . 1 25.5]X q4:;;;,;,, NC v 'L¢NC 0 1 11 1 -- S48 40'00"W 177.84 Sy G➢N➢ ' .3 ➢RANT N4$ 39 50 E 81.84 ............. ... .•.. ..... .. ............::::::::::::::::: 2e.7a [2 4.H0 EP. MAO..�. .:.:.. 25 94 ............................................................ ........................................................ EP MAC scale: AS NOTED �:n.SlCB 163H 2499 .., AC:..KTJROT.....:.... EP MAC EPMAC ::CO .......................................................... ............................................... � SITE PLAN - EXISTING CONDITIONS PLAN SITE PLAN - SELECTIVE DEMOLITION PLAN 1 111=50'-0" C - 001 2OF66 SOUTHOLD TOWN N ANIMAL SHELTER 00, Elev.27.0' °°, Elev.26.5' SILTY SAND SP,SM 05 . 15 10p0 -74 SILTY SAND M I _ `•r. FINE SAND SP SM Site Plan Notes: C6 53g,Tfi SP 10 THE CONTRACTOR SHALL PERFORM ALL STAKEOUT SURVEY WORK NECESSARY TO INSURE THAT ALL WORK IS PERFORMED AS SHOWN ON THE PLANS. WHEN REQUIRED, PROPERTY LINES SHALL BE LOCATED. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF MARKERS,PIPES,MONUMENTS,STAKES,ETC.THAT FALL ON OR NEAR THE WORK AREAS. THESE MARKERS ARE TO BE RETAINED. IN THE EVENT THESE MARKERS ARE REMOVED,BROKEN,OR DESTROYED BY THE CONTRACTOR THEY SHALL BE REPLACED BY THE CONTRACTOR WITH M IiRKERS OF EQUAL SIZE AND QUALITY AND SHALL BE TO THE SATISFACTION OF THE ENGINEER IN THE IDENTICAL LOCATION TO THOSE REMOVED. 00 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF THE CURRENT SHELTER FACILITY THAT IS TO REMAIN IN OPERATION DURING CONSTRUCTION. ANY ~ CD CD4E,'42 20" E AND ALL DISTURBANCE OF THEIR OPERATION SHALL REQUIRE 24 HOUR NOTICE AND APPROVAL FROM THE ENGINEER PRIOR TO COMMENCEMENT OF THE ACTIVITY. project #0503 U N — 20' 20 FINE SAND p I SP 3. IN THE EVENT OF DAMAGE TO EXISTING CABLES AND UTILITIES,THE ENGINEER AND THE UTILITIES ARE TO BE NOTIFIED IMMEDIATELY AND THE CONTRACTOR SHALL SITE: IMMEDIATELY REPAIR THE DAMAGE AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PECON IC LANE 4. ALL AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S STAGING AND CONSTRUCTION OPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. DISTURBED PECON IC, NY 11958 25' 25! - AREAS SHALL BE DETERMINED BY THE ENGINEER. 5. THE CONTRACTOR IS CAUTIONED TO AVOID DISTURBING ANY EXISTING FENCES,HEDGES,SHRUBS,TREES,ETC.,THAT ARE ADJACENT OR WITHIN THE CONSTRUCTION LIMITS SCTM #: Test Hole # 1 Test Hole # 2 WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. THE COST OF REPAIRING,REPLACING OR ADJUSTING ANY SUCH DISTURBED AREAS WILL BE AT THE CONTRACTOR'S EXPENSE. 1000-75-05-14.1 o I NOTE: Test hole data taken from a 6. THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE CURRENT NYSDOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND Subsurface Soil Investigation Prepared APPROVED BY THE ENGINEER. I by Universal Testing & Inspection 7. CONTRACTOR EMPLOYEE PARKING SHALL BE AS DESIGNATED BY THE ENGINEER. Services, Inc. Dated 3/9/05. 8. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT DUE TO THE NATURE OF CONSTRUCTION,THE EXACT EXTENT OF CONSTRUCTION WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO COMMENCEMENT OF WORK. THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION,SURVEY AND OTHER AVAILABLE INFORMATION. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRICTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS AND AS ORDERED BY THE ENGINEER. SOUTHOLD TOWN HIGHWAY DEPARTMENT 9, ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN CONFORMITY WITH THE TOWN OR SOUTHOLD SPECIFICATIONS AND THE FOLLOWING: VEHICLE & MAINTENANCE YARD TO REMAIN 1.)THE NEWYORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AS AMENDED. OPERATIONAL - CONTRACTOR SHALL COORDINATE I 2.)THE UNIFORM BUILDING CODE OF NEW YORK STATE. ACCESS TO SITE WITH HIGHWAY SUPERINTENDENT 1fl, PEDESTRIAN SAFETY AND PROPERTY ACCESS MUST BE MAINTAINED AT ALL TIMES TO THE SATISFACTION OF THE ENGINEER. Owner — —' 11. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHEETING FOR ALL EXCAVATIONS IN EXCESS OF 5 FEET IN DEPTH AND/OR REQUIRED ON THE PLANS. TOWN OF SOUTHOLD LO 1 12. ALL AREAS OUTSIDE PROJECT LIMIT LINE SHALL REMAIN UNDISTURBED. ALL AREAS DAMAGED BY THE CONTRACTOR OR THE CONTRACTED EMPLOYEES WILL BE REPAIRED 53095 Main Road U') IN KIND TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. Southold, NY, 11971 ' 13. THE CONTRACTOR IS CAUTIONED THAT THE LOCATIONS OF UNDERGROUND UTILITIES NOT SHOWN MAY EXIST. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE T: 631 765 1800 VC) I THE EXACT LOCATION AND VOLTAGES OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA AND TO AVOID INTERFERENCE. ANY DAMAGE O CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. Scott A. Russell, Supervisor 14. THE CONTRACTOR IS ADVISED THAT TRAFFIC TO AND FROM THE EXISTING ANIMAL SHELTER,HIGHWAY DEPARTMENT AND POLICE DEPARTMENT MUST REMAIN OPEN FOR Louisa P. Evans, Town Justice RESIDENCE,TOWN EMPLOYEES AND EMERGENCY VEHICLES AT ALL TIMES. William P. Edwards, Councilman Thomas H. Wickham, Councilman r J Daniel C. Ross, Councilman M a 1 EXISTING TREE TO REMAIN R � Albert Krupski, Councilman F O ' CONTRACTOR STAGING Elizabeth A. Neville, Town Clerk NEW PERIMETER FENCING NIC-BYO HERS AND ACCESS TO SITE SHALL Patricia A. Finnegan, Town Attorney 00 (n BE COORDINATED WITH THE 1 w HIGHWAY SUPERINTENDENT AND Peter W. Harris, Supt. of Highways C. O OCATED IN THIS AREA I James A. Richter, R.A. S.T.E.D. C) O V r 10'+/ Con trudi As 1 A EA "All � \ � BUILDING E � s ao'Diameter SCTM #: MEP and Supervising g En m r.�ee 1000 - 75 - 05 - 06 DESIGN LEARNED INC. ri \ NOTE: ELECTRICAL CONTRACTOR 114-116 Main Street TO PROVIDE TEMPORARY ELECTRIC H W.2 _ _ CCRE THIS AREA. PROVIDE 60 AMP NEMA l BOND NGTE Norwich, CT 06360 3R SUB PANEL ON"H"FRAME WITI-I 'Diameter TWO G.F.I. DUPLEX RECEPTACLES 50 I I T: 860 889 7078 TO BE WIRED FROM EXISTING BUILDING. + T.H.ag:'I Architect: o SCTM #: STUDIO A/B ARCHITECTS T , 1000 - 75 - 05 - 07 24190 Main Road, Orient New York, 11957 net o i •"= I T & Fax: 631 323 1426 NEW PERIMETER FENCING NIC-BY OTHERS N. 5T 56'00" E. 256.09' -- — — — r Consulting Architect: THE BACON GROUP Inc. 1 Construction Limits HIGHWAY MAINTENANCE BARN 2641 Sunset Point Road AREA "A" c Chi OFFICE `Y 1 % I Clearwater, FL 33759 LIMITS OF NEW CONSTRUCTION- BARRICADES AND PERIMETER FENCING i SEPERATING EXISTING FACILITY FROM T: 813 725 0111 1 NEW CONSTRUCTION SHALL BE W INSTALLED BY THE TOWN OF SOUTHOLD. z Structural Engineer.' ISLA ENGINEERING SERVICE CO. 1 D ATED LAPMC P U 12 Centralwoods Lane z Brookhaven, NY 11719 EXISTING ANIMAL SHELTER OPERATIONS TO CONTINUE ILTo REMAIN W T: 631 286 744$ DURING CONSTRUCTION OF LINE OF EXISTING GUARDF� a. E8I8TIN0 FOLICE IMPOUND AREA NEW SHEL R FACILITY ui Civil Engineer MAIN?ENPNC HIGHWAY L K McLean Associates, P.C. EYI9TIN SREDFROMTHSAR A BARN MAINTENANCE 437 South Count Road ACCESS E%191TNGFACILITYSH LL BE RELOC TED FROM TH3AREA ' Brookhaven, NY 11719 m —�� -� 3344.84 a Country BARN M C6 NEW ELECTRICAL T: 631 286 8668 SERVICE m 0 � 4 N 0'00" S. 41f 04'30 NOTE: "VJ �. ,d' N a N NEW 8"WATE SERVICE I 9 N 48 V— I �C'�M it• NEW GAS SER CIF O) � I 1000-75 p5 11 1 1 I O EXISTING M ti C:) I POLICE 1 U C)DEPARTMENT I � CDUC3 $ Vo 1 CD 3 O o �OU-TF STpTE 25 w U0 8164' S 48—39'50"W. Mp,IN RO AO CIVIL DRAWINGS b z OVERALL SITE & w ,r7.84' PHASING PLAN g. 48°40'00"ry' STATE ROUTE 25 MIArrN ROAp date: Jan. 31 /2007 Overall Site Plan revision:scale: AS NOTED Scale: 1" = 60.00' C - 0021 3OF66 Cast Iron Grate&Frame, 8"THICK PRECAST CONCRETE PAVEMENT / SURFACE SCHEDULE S O U T H O L D TOWN S O U T H O L D OW H I H�'1/AY Typical. TRAFFIC BEARING SLAB. ANIMAL SHELTER V , Precast Concrete Pavement/Surface- EHICL ND INTE , NEE YARD TO REMAIN . Chimney,Typical. See Schedule SheetC.03. SECTION DESCRIPTION REMARKS GRADE W � ! U PROPOSED PARKING& N 24" .- DRIVEWAYAREAS z r•.::••,.• r.•-:s'.• ASPHALT � � ' ' •'a''!�'•'�'�'' 2-1!2" TYPE 3 ASPHALT BINDER COARSE L.X o r 'Y a6:v. a• �� "!� (ASPHALT - NIC) se. i:s'r.3 �•t.,4rt NOTE: ALL EXTERIOR CHAIN LINK FENCING ;i, �:? 20" ,fix +._,, ,�,..;,;s •::.:. 4" RCA BASE COARSE (By Others) w {y ?•• T.ef/;;t'; , ( d•#,< =IIII=IIII=IIII=IIII=IIII=IIII=1 -IIII= AND ANIMAL RUNS SHALL BE BY OTHERS. (NIC.) IIII-IIII-IIII-IIII=_IIII.IIII-IIII- -FW Pitch 1/4"Per Foot,Min. l'�- COMPACTED SUBGRADE d PERIMETER FENCING TYPICAL, WHERE INDICATED OR SHOWN. ®® ® NIC- YOTHERS M ®❑ J c INLET:6"Diameter Class 2400 Pie 4Q8p0886868688881188 GRASS SEED-{N I.C)BY OTHERS PROPOSED TOPSOIL EXISTI G TREE TO REMAIN `r P ;:;;:::: >.:.;. ® 10❑ ` ;'t % ' 6:, AND SEED AREA c/�� :::it:. •:: �`b•..::t .`,i '<Y'.' =�',r.• -<r. "r Gras Seed - N I C®® CLEAN SAND$ „'.;'5,.,f;y?i .':,._....._ .. ( ) 12"Diameter ADS e• ": ®❑ GRAVEL FILL. `""`'' "`'"`^"`''`' •'• 4" DEPTH OF SCREENED TOPSOIL (ey Others) (g Crossover Pipe,Typ. =IIII=IIII=IIII=IIII=IIII=IIII=1 =IIII= " IIII-IIII-IIII=IIII=IIII=IIII=IIII- COMPACTED SUBGRADE PRECAST CONCRETED LEACHING RING. w q ® ® ® ® ®❑ BROOM FINISH,STEELTROWELEDGE project #0503 ® 91❑ (UNLESS OTHERWISE NOTED) PROPOSED CONCRETE SITE: ® ® ® ®® 4" DEPTH OF CONCRETE WITH SIDEWALKS Cons uction Limits � _ 11111= �- '. .. '. :, , .. .. .., ® IM to ®❑ �ffTf1 ^+ Y +F ,"• "w-i>.<+� 6"x6" -6/6 WIRE MESH AT MID DEPTH PECONIC LANE -W1J 4' R C A BASE COARSE Engineers 11 - =IIII=IIII=IIII=IIII=IIII=IIII=1 =IIII 4,aolo SgsF Estimate \\ �� A �o �(� TSIDE UNS, 11111=�1111 uu_1iI1=IUI_uu-rill=liu_u11= - PECONIC, NY 11958 8 �ffm'F}TC 1 CLEAN SAND$ COMPACTED SUBGRADE 2 c GRAVEL. PROPOSED BLUESTONE N O a GROUNDWATER , BROOM FINISH,STEEL TROWEL EDGE SCTM #: WA (UNLESS OTHERWISE NOTED) ;'• - 1000-75-05-14.1 EAU U ALTERNATE" �•4-A---irT `T�,..:'...�- CONCRETE SLABS, 2 c°rcon 6 xfi fi/6 WIRE MESH AT MID DEPTH (UTILITIES,... .'Na i.r b:' °+y PADS&SPED) 6" DEPTH OF CONCRETE WITH ua eY �• T-0"Min. +•-�,. �ts 3'-0"Min. 8'-0"DIAMETER c �� " 4' R CA BASE COARSE IIII=IIII=IIII=IIII=IIII=IIII=1 =IIII= Engineers Estimate SECTION VIEW IIII=_IIII=IIII-IIII=IIII=IIII-IIII- _ 70o sq Ft. EXPANSION JOINT :.a: CONCRETE WALKWAY L,1 COMPACTED SUBGRADE OUTSIDE RUN @39 O.C.TYP. (TYP-) O 40'X 40' CONTROL JOINT 2 , „ FILL VOIDS SOLID WITH STONE DUST NIC 0 C,TYP N mete a Typical Drainage Leaching Pool Section Detail - ( 8-0 Diameter) PROPOSED 1 yy.� �• O N.T.S. AND USE VIBRATORY COMPACTION SIDEWALKS Tf: 1. _ 4" CONCRETE PAVERS-SEE SPECIFICATIONS CONCRETE PAVER "ADD ALTERNATE" FINISH FLOOR g a . ?o;o{d:`";,•;-,>• as F-SUB-ANGULARSTONE '"� / T " SEE ALTERNATIVE#5 "ADD ALTERNATE" L •;"'• ELEV. 31'-0" 2 �#aM .;.tb'30 2"`,'°`.:'' ", Beacso- _ 4" COMPACTED SAND BASE COARSEAND WHCHREPLACECONCRETE IIII=_IIII=IIII=_IIII-IIII-IIII=IIII. IIII=IIII_IIII=IIII=IIII=IIII=1 =IIII= Za " ° 13 - WAYS SITE DRAINAGE NOTES: - WITH CONCRETE LWALK E S. COMPACTED SUBGRADE 0 l 'ac�o-o iC 30 CURB 1. Maintain a minimum separation of 10'between all Drainage Pools. Bc 2s'•o- �';'� � o ' 2. Contractor shall use/construct Traffic Bearing Slab to support H-S-20 Loading. 6^ MINIMUM DEPTH OF Leachin ;Q;it;$:j :i;,:yv;i;+, i+y::: SUB-ANGULAR STONE Owner.• !f: 3. ""``' SUB-ANGULAR STONE OUTSIDE n ::=:`•" W All Below Grade Drainage Pipe shall be 6 Diameter Class 2400 Pipe. RUN O `•:''. rc Pool#7 "'"�:,'•;;:;''�";ti;:�:;;!;�:?:;%::F' 'i'',�.i>':;V'kiVii OUTSIDE RUNS 20'x 30' ,, >r ;'.. o NIC-By Others 4. All Pipe Connections shall provide for Water Tight seals to prevent leakage. „r''q!£;jy.,,.�,x`.:,_L,i:Q.w`„%.;y:4,r 0., 8 02 /S Y FILTER FABRIC "ADD ALTERNATE" Top of Grate P P g P g TOWN OF SOUTHOLD NIC PROPOSED BLUESTONE,,-, " 8 ; El 29'-e" 5. All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a combination of two(2) -45 degree angle =IIII=IIII=IIII-IIII-IIII=IIII=1 =IIII= WALKWAYS a,k.6 bends to provide for a uniform flow in all directions. IIII=IIII-IIII-IIII-IIII-IIII-IIII= - "ADD ALTERNATE" M-S K a"d f FENCE AND GATE P - i m g c_ A - COMPACTED SUBGRADE 53095 Main Road IL 9 w R :. NIC By Others 6. All Horizontal Drainage Pipe shall have a minimum pitch of 1/4"per foot. Southold NY 11971 rc 3D'-,o" �, Be 31r-4• 7. All Class 2400 Pipe connections,where required,shall be fully grouted to Precast Concrete Leaching Rings with Concrete Mortar. + + GRASS O ;,• 8. All Leaching Pools shall have Cast Iron Grate&Frames to Final Grade or Finished Paved Surface. T: 631 765 1 SOO ;r:•::'l,:::''::ii: ;;'? ;;;;;E":;;.'.,•::.. ... 2" MINIMUM DEPTH OF BLUESTONE BLUESTONE O DELIVERY 9. All Roof Drain Leader Pipe shall have Clean Outs installed adjacent to Final Grade or Flush with Finished Surface.See detail this sheet. •� .. I''' ss°f;•Ktj.X'{ WALKWAYS GRAVEL 10. Leaching pools shall be precasted concrete cement structures as manufactured by Suffolk precast inc.or equivalent. Shop drawings shallos :�:'a`�`i;+Si> 4:.`. 4" MINIMUM DEPTH R CA BLEND "ADD ALTERNATE., DRIVEWAY be submitted for approval. =111IM111=IIII=11 =IIII=IIII=IIII=1 `= Scott A. Russell Supervisor R`• •` Tc W-to" 11. All concrete cement used in the manufacturing of precast structures shall develop a minimum compressive strength of 4,000 P.S.I.in 28 IIII=IIII=IIII-IIII-1 = - - =III s oz /s v FILTER FABRIC r T7H0. 0: 1 ;. Ir _ Be 30'-a" days. - COMPACTED SUBGRADE Louisa P. Evans, Town Justice > a_ Q 4 '''' 12. All drainage structures shall be laced in acceptable leaching soils as approved b the Engineer. In the event poor leaching material is William P. Edwards, Councilman OUTSIDER fi.i' ;•'. LL M g P P g PP Y g P g encountered,excavation is to be continued to suitable material and backfilled as detailed. Tho mas H. Wickham Councilman w > ::{,,grielc EN RY.;'::;;:<;: rc s6-a" a"� 13. No trench pit,or other excavation shall be left open and unattended. Excavations shall be protected as directed b the Engineer with is�:•:.'^<•".:"•:: •. NIC ROPOSED BLUESTON R.O. Z J ° Be 30•-2" $"'I ' P Y g ALKWAYS a W 0.::'•a',.:...•:: '%_. ":I o ru fences,barricades and other approved methods. No direct payment will be made. Daniel C. Ross, Councilman ADD ALTERNATE" O eo „'F'£(1[ ,d�p7 W 14. Invert elevations may be adjusted by the Engineer in the field to meet field conditions to avoid conflict with utilities as ordered by the Albert Krupski Councilman t7 ` -" ! :.QY:QO?e s.. ': Engineer. r T RASS U `• 1 Yitir�<'K�• 15. Allow four(4)inches for final adjustment of casting. Adequate bearing will be provided using concrete block,brick,and/or 1:2 mortar Elizabeth A. Neville Town Clerk TEMPORARY to COMpCt1JND mix. ^ Patricia A. Finnegan, Town Attorney ELECTRIC a w :r' ". �;'• 16. The Contractor shall provide adequate sheeting and shoring during trenching to insure the safety of workmen and the general publicNINE exposed to the hazards of falling and sliding material in conformance with the requirements of Title 29 Code of Federal Regulations,Part �, Peter W. Harris, Supt. of Highways Be 30'-4" 1926,Safety and Health Regulations for construction(OSHA). No direct payment will be made for this operation. FINISH FLOOR - "Compaction". James A. Richter, R G 5 ::' ' v ti� 17• Compaction of all sub-grades shall be in conformance with NYSDOT standard specification Section 203-3.12 Compaction A. S.T.E.D. ---_____ SW ELEV. 31'-0" DROP OFF 11 POST CENTERS-TRUE SxS=96" 50 GATE I I O TC 30'-4" /Qlonst io Li s B� and S + �::.; - a VARIES MEP uperVising Engineer. i I `i' :, ,•t` "i:' CONCRETECURB D''` WHERE INDICATED LeaderlromBuildin DESIGN LEARNED INC. r + o R.D. g. OR REQUIRED D 114-116 Main Street GENERA BLIC ` E-- (3ee Plan) See Architectural Plans. Notes: I ' �•� .; DROP OFF ENTR 29 g � 1. Fencingshall be Certainteed Manchester Vinyl Fencing or Approved Equal-Corr White Norwich, CT 06360 �� L^to �+ 314" BLUE u� 3' High Picket Fence Details"White Vinyl" T: 860 889 7078 1 at u b SECURITY STONE BLEND - 0 g a^ GATE 6`t i o°e(MIN.)It 6"Hub Located Above Grade and a FINISH FLOOR -+a�'w NIC By Others $ I :r Secured to Structure-Typical. g ELEV. 31'-0" N.T.S. Architect: PROPOSED B ES(ONE r a WALKWAY ' y GRASS GRAVEL i w Clean Out with Removable :.. „ . "ADD A ATE" I '' ONCR / DRIVEWAY W Access. STUDIO A/B ARCHITECTS RECYCLED CONCRETE C 24190 Main Road, Orient WALJ<WA AGGREGATE a I *. " •'•:,'L 38"PICKET FENCE w FENCE$GA FLAG POLES "' (TYP.) &GATE 4,000 P.S.I.CONCRETE 314"STONE BLEND a GRADE •' m =uu=ull=un=nu=IIII=IIII=uu=ull= New York 11957 I I C By 0 (With Bz6 W1.4zW1.4) t9 _ _ _ _ _ _ _ _ _ MOUNDED CONCRETE I i ' + I + N I WIRE MESH. 12 COMPACTED I III_IIII=IIII-IIII.IIII-IIIL=IIII.IIII-IIII CAP. TYP. NO f E: ALE RI IR C� IN ( I 3 ��41 40 SUBGRADE. T & Fax: 631 323 1426 LI KFE I ANDAN)II�IAL I $GAICKETFENCE rC 29-s• m 118 Bend. z"REFLECTIVE7APE I Tc 30•-0" c 2a z SECTION VIEW UNS S ,A L BE BY THERS. :' Be 29'. N I Ci. I I ®oe or cenc.ere s e ev.]°•:• 6" B En0 nears Es me a EXPANSION 90 Degree Sweep- NEW ( ) 1 +�• •E `�"• 4,000 Sq.R JOINT SEALANT. Ar 1 r 8"DU METER STEELConsultingch tect. P. r I TER FENCING CONCRETE TYF/1 'AL WHE INDICAT L--_ __ , NEW PERIMETER FE C NG a PIPE. FILL WITH O `JHO N. __ -- - sot-6- S •NJ • � NIC-BY OTHERS N SIDEWALK THE BACON �- -., BeBC zs•-e" .-• .•SONJOINT` m ores' CONCRETE. O GROUP Inc. J 2641 Sunset Point Road SUB-ANG ARSTONE i i 0. TYR w, 1. PROVIDE EXPANSION JOINTS ADD ERNATE" ' i <'• AT 30'O.C.(Min.}WITH Clearwater FL 33759 CONTR LJOINT IL m r1 $ PREFORMED EXPANSION :• cnNCREtEApRDN Cl ar 725, FL Z...FCURB r � @6'O.C. TYP. .;::�• .� asiD wALI( 10� 111 $� nstfUction Limits JOINT FILLER AND SEALER. to --a--.- �F-- --a-- 'er. 6"Diameter Class 2400 Llm OF AREA'A" �..' ." .��:.. t-W R E A "A" .,�,','. 2. PROVIDF.TOOLED CONTROL Drainage Pipe to Leaching '---- ---J' 'I ` DINTS AT G O.C. .' Structures with Connections as J 7/2"PREMOLDED Yp' LIMITS OF NEW CONSTRUCTION- 3. PROVIDE BROOM FINISH IN EXPANSION JOINT. Required per Field Conditions. Structural Engineer- 11 �ADA PARKING SIGN BARRICADES AND PERIMETER FENCING DIRECTION PERPENDICULAR Typical H ROPOSED BL STONE I #37 TC 29'-6• BUILDING FACE,FIXED OBJECT 18'DIAMETER WALKWAYS Be ze'-0• SEPERATING EXISTING FACILITY FROM TO CURB or TRAVEL. or CONCRETE SIDEWALK. :" CONCRETE ISLA ENGINEERING SERVICE CO. i NEW CONSTRUCTION SHALL BE 4• CEMENT CONCRETE SHALL r•, ENCASEMENT(Mirt) 12 Centralwoods Lane "ADDALTE ASE' , ;� i TOP OF GRATE Leaching Pool INSTALLED BY THE TOWN OF SOUTHOLD. BE 4,000 P.S.I.-Type II EXPANSION JOINT DETAIL SLOPE TOP T. Brookhaven, NY 11719 1 ff ELEV.21r-0" (,V #8	 TOP OF GRATE ip •�'f;::� ENCASEMENT. NIC-BY OTHERS Concrete Sidewalk Detail Proposed Leader Drop &Clean Out Detail Leachi Pool �y T: 631 286 7448 I ' #10 #11 GRAVEL N.T.S. Notem N.T.S. 1. STEEL BOLLARD TO BE PAINTED ---- __---_- -� NI -BY OTHERS DRIVEWAY 314"CHAMFER SANETYYELLOW. C/V/I Engineer EDGE 284OF PAVEMENr PERIMETE ENCE, EDCEOF PAVE ENT L K McLean Associates P.C. (TYP.) PLANTED BU ER N.I.C. NIC ELEV.28'4f" t- BITUMINOUS CONCRETE w 8" BLUE STONE LE 3/a" BOLLARD DETAIL 437 South Country Road BLUE STONE BLEND N.T.S. �o a� FINAL GRADE Brookhaven, NY 11719 U SLOPE VARIES J T 631 286 8668 NEW TH fE PHASE t Z w ----------- ------I a m o ,,.'. ---------- - ,,j�• ELECT IC SERVICE r------- - I Cn R m o 'v NSFORMER D. i 1 m LU< 20t ' I WQ2t 5, W I , M O W o 0 RECYCLED CONCRETE a�opF NOTE. Z 1 i n=w Z 4,000 P.S.t AGGREGATE or j04 c,A opF Aiy Z L---_-..---- _ ------------ ----J ch CO O _ ______-_ _ > m CONCRETE CURB 8" 9" 12" 3/4"STONE BLEND I Pg J � COMPACTED '^ D Engineers Estimate SUB-GRADE a4 V� 420 Linear Ft NEW 8"WATER SERVICE Notes: � LU In 1. All Concrete Curbing shall conform the American Concrete a NEW GAS SERVICE Institute Specifications. ACI 318 E,�°� •��,p:�• O EXISTING POLICE IMPOUND AREA EXISTING PARKING AND CONCRETE CURB DETAIL I ACCESS ANIMAL SHELTER SOUTHOLDTOWNHIGHWAY egpt � a S TO SHELTER TO BE N.T.S. P h, REMOVED FROM THIS AREA coMPourlD FACILRIES MAINTENANCE YARD 4000 PSI CEMENT 314"CHAMFER 12" sip CONCRETE pN' #4 BAR 16"O.C. BITUMINOUS CONCRETE ,PA {::::;:::: :• s BOTH WAYS- PAVEMENTandlor 3/4" ?;:;:��'•,p,t R 2.+r CENTERED BLUE STONE BLEND Perimeter Chain Link Fencing PROVIDE TRUNCATED '{rr..{'' (NIC-By Others-County Contract) °I°I° io iv DOMES AT WALKWAY TO ROADWAY RAMP. O O O a t f �•- , Filter Cloth Q0 � N�O O O � -11'. 7. b ,�I• °°°°°° a.- CIVIL D RAW I N G S 2]S Y Perimeter Retaining Wall Block 2'z 2•x 9'Long Each. (NIC)- TRUNCATED DOMES TRUNCATED DOMES SITE GRADING STRUCTURAL FILL dJor (To be set by Town Highway Dept) NTS (Plan View) NTS (Profile) COMPACTED RCA or 314"STONE BLEND 12" FINAL GRADE Notes: DRAINAGE PLAN +' '�•.. -� 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 % (1%MTN.) COMPACTED _c :.%y;:�:��:,- > EXISTING GRADE 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5 SUBGRADE E gmeers estima 5 + ' _ 3. THE MAXIMUM ALLOIC/ABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 75 %. 24 Low Ft. o 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN DETAILS e ACCESSIBLE ROUTE(I.E.,HYDRANTS,UTILITY POLES,TREE VG'ELLS,SIGNS,Etc.) Notes: +Y. .7: RCA Sub-Grade. Tranchodand 5. CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. installed by the Town Highway 6. RAMP,CURB,AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 1. 7• TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. date: Jan• 31 ZO07 Size of ction joints r Pad to be as aced red on Plans. WFIERE ACCESSIBLE ROUTES ARE LESS THAN 5 IN WIDTH(Excluding Curbing)A 5 x 5 PASSING AREA 2. Construction joints shall be spaced no more than 20'on center 8• � t S' PASSING shall be equally spaced over die length and width of the pad. N"tc" SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. S I T E P L A N - GENERAL 3. All Concrete Sidewalk shall conform to the American Concrete 1. This detail shown for clarification only. I?LIMfNATE CURBING AT RAMP WHERE 1T ABUTS ROADIL'AY,EXCEPT Vi'HERE VERTICAL CURBING revision: 2. AO perimeter fencing and retaining watts shall be by others. IS INDICATED ON THE DRAWINGS TO BE SET FLUSH. scale: AS NOTED Institute Specifications. ACI 318 10. DETECTABLE Vf'ARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. Scale: 1 r1 = 2O.UU� DUMPSTER PAD DETAIL SECTION DETAIL @ Compound Perimeter (N.I.C. Accessible Curb Ramp(ACR}Type"D" N.T.S. C - 003 N.T.S. N.T.S. 4OF66 SOUTHOLD TOWN SOUTHOLD OW HI H�'VAY � Rockford Sanitary Systems, Inc. Specifications W ROCKFORD, IL 61125-0963 ANIMAL SHELTER Q , SS (815) 229-5077 — (800) 747-5077 — FAX (815) 229-5108 (L VE H I CL N D I NTE NL E YARD TO REMAIN . WEB SITE—www.rkfdseparators.com E MAIL—rssem®inwave.com Rockford Model GIS-200 all welded 1/4" steel separator, 1100 gallon static capacity, 750 g.p.m. intermittent flow, 6.00" companion flange inlet/outlet with 3.00" tapped internal vent o MODEL NO. connection, 1500 Ibs greasy sludge capacity, visible double-wall outside trap seal, separator _ GIS-2 0 0 plate and removeable filter screen, removable 3/8" nonskid diamond treadplate covers for IJ NOTE: ALL EXTERIOR CHAIN LINK FENCING AND ANIMAL RUNS SHALL BE BY OTHERS. (NIC.} flush with floor installation suitable for pedestrian traffic secured with stainless flat � PERIMETER FENCING TYPICAL, WHERE INDICATED OR SHOWN. head Screws, heavy duty leak-proof gasket, OPEX Shop Coat coating inside and bituminous NIC- YOTHERS coating outside. EXIST[ G TREE TO REMAIN Z P I ��, INLET OUTLECn T VENT OPTIONAL FEATURES SHALL INCLUDE project #0503 W N ANCHOR FLANGE CLAMP RING SITE: + } RECESSED LIFT HANDLES IN COVERS PECONIC LANE QRASSCo)n Lructl ILS o SIDE RUN HAIR TRAP PLAN„ „ as1P)s �4C EPDXY COATING PECONIC, NY 11958 REINFORCED COVER EA 135 57 STAINLESS STEEL CONSTRUCTION SCTM #: N >Tp 115 13.38 28.5 SEDIMENT BASKET WITH FILTER MEDIA 1000-75-05-14.1 2g INTEGRAL EXTENSIONS OlaCON aL"a E" "' - UTTER AN �s ALUMINUM COVERS DOWNSPOUT, DOUBLE WALL CONSTRUCTION TYP. LO CONCRETE WALKWAY W N VENT LEAK DETECTION OUTSIDE RUN (TYP) P N 40'X 40' 12'x 22' CONCRETE OUTLET N I G _� Oumpster PaA INLET ti UB-ANGULAR STONE se ADD ALTERNATE" �a l� co Nt i§ TC 30•-B• END OF CURB w BC30'-0" TC30'-4' U BC29'-10• Owner. TOWN OF SOUTHOLD OUTSIDE RUN PROPOSED BLUESTONE 53095 Main Road \—FENCEANDGATE HAIR TRAP CROSS SECTION SIDE VIEW 20'x 30' WALKWAYS NIC "ADD ALTERNATE" TC 30'_10" NIC By others , NY, 11971 GRASS Q c O� BC 30%4" Southold, a .- T: 631 765 1800 o U. DELIVERY Hair Trap Detail w RAMP CONCRETE E /GRAVEL Scott A. Russell, Supervisor . �H�# RAMP/APRON / DRIVEWAYLL W o Louisa P. Evans Town Justice STEEL BOLLARDS�B'a TC 30'•10"T : 1 SEEDETAILB BC30'-4- N.T.S. William P. Edwards, Councilman 20'x20' Thomas H. Wickham, Councilman OUTSIDER � BACK ENTRY a N Suffolk County Department of Health Daniel C. Ross, Councilman NIC PROP SEDBLUESTONE Bc ao'-z• $� Albert Krupski, Councilman r ADD TERNATE" O c TC 30'-e• m OUTILITY "' COO OUND Elizabeth A. Neville, Town Clerk T TEMPORARY RASS Patricia A. Finnegan Town Attorney W PERMIT PENDING ELECTRIC LL WLT/ Peter W. Harris, Supt. of Highways TC 30'-,BC 30'-4- James A. Richter, R.A. S.T.E.D. r — n DROP OFF I I i I i �nSt 10 LI ` FINISH FLOOR TC 30••4- `7 1 MEP and Supervising Engineer BC 29_10• DESIGN LEARNED INC. i 114-116 Main Street I I!I I GENERA BLIIC�C �- 8^ D DROP OFF ENTRY 29 SECURITY It Norwich, CT 06360 i3 GATE a u. T: 860 889 7078 r NIC By Others c«7 PR OSjD BLUEST E _ GRAVEL $W Architect: AL GRASS-7 DRIVEWAY DALYIERN " NV.EII.91!0• w w STUDIO A/B ARCHITECTS I MOUSETRAP CONCR 2419Q Main Road Orien t i I FLAG POLES WALK WA New York, 11957 NCE& HAIR (TYP) 36"PICKET FENCE NOT A L E RIOR C IN I I "' I�� pT�P &GATE \ Tc 36-0• T & Fax: 631 323 1426 L.I FE I AND AN AL ' i 38"A CKET FENCE &GA TC 29'•e- UNS S L BE BY THERS. I E"GECFC"NCRE EB ] 2- BC 29'-B' BC 29'.2' Consulting Architect: (NIC.) i /'..' ONC ETE' gTYP) NEW PERIMETER FENCING v�� THE BACON GROUP Inc. TYPI AL WHE INDICAT D L___ NIC-BY OTHERS Li TC 30'_0• 2g ��� 2641 Sunset Point Road ��R I I� N. �- ____� BC za- E 0 O.C. NJ INT W Cleanaater, FL 33759 '/'J` @ 0'O.C.TYP. w ,� 7-AID UB-ANG AR STONE I = i ,O Cast Iron Frame$SolidD ERNATE" I C NTROL JOI T °°° A Limas OF AREA•A' @ OC TYP o�'J'I INLET 4Q INLET:B"Diameter Cover to Grade, Typical. i m Class 2400 Pipe B"THICK PRECAST T: 813 725 0111 END F CURB 6 '" 1 Q P Precast Concrete CONCRETE TRAFFIC I � SIDE ALK---- ---j Typ. Chimney,Typical. BEARING SLAB. Structural Engineer LIMITS OF NEW CONSTRUCTION- g / PROPOSED LUESTONE I "' TC 29'-B• BARRICADES AND PERIMETER FENCING INLET:6"Diameter O GRADE � ISLA ENGINEERING SERVICE CO. NEW SEPTIC SYSTEM BC 29.-01 SEPERATING EXISTING FACILITY FROM Class 2400 Pipe WALE NEW I SEE DETAILS-SHEET NEW CONSTRUCTION SHALL BE N? c 24" 12 Centralwoods Lane "ADD TERNATE" , C.004 $ C.005 INSTALLED BY THE TOWN OF SOUTHOLD. g I >;•;•:;; :�.;^ `.�= ;;;: ....:::�<.:��<.�:�.; .4` Brookhaven, NY 11719 Pitch 118"Per Foot,Min. T: 631 286 7448 ' ® ®®❑ --- -- —---- ---- El 93 CI GRAVEL DRIVEWAY PLAN VIEW-2,000 Gallon Septic Tank b �, ® ®Cl Civil Engineer.' E GE F PAVEMEN7 PERIMETE ENCE, E`DFGETa�PAV ENT N•T•S" a ® ®❑ L K McLean Associates, P.C. EL P (TYP.) NIC PLANTED 8U ER N.I.C. INLET:8"Diameter rz w Class 2400 Pipe ®❑ CLEAN SAND$ 0 � �o ®❑ GRAVEL FILL. 437 South Country Road Brookhaven NY 11719 w / O� 8'DIAMETER x 8'DEEP , U o. ® ®®® ®® PRECAST CONCRETE T: 631 286 8668 O0. $0 Precast Concrete Cast Iron Frame&Solid oW LEACHING RING. NEW TH E PHASE _ _ -----i + ¢m O Chimney,Typical. Cover to Grade, Typical. o I I I I I— > ® ®® ® ®❑ — / -- -- -------- 1Lu ' r---- , ~o r , GRADE _ U ELEC IC SERVICE I , °¢ v W ®® ® ®® III 11— NSFORME AD j I L{) X W Z , `2� N e u ®® ® ® i4 - G Z i M O w a C, 5 Z Precast Concrete . 24" 24 w —1lTn NOTE: - __--,, n of o� � m Traffic CoverTyp. + " �__________ __ _______ C — III G i.. ly: 2p^ ;:;�.�y.>.: S`tinti3�:t':�`.•r%:`.: '•:4�• 20" �i oo MINI N e 8.• 3•. 1'•+r. Pitch 114"Per Foot Min. , ®® ®❑ m D N tO Pitch 118"Per Foot,Min. ® ®❑ U) N NEW 8"WATER SERVICE Pl Flow ` ® ®❑ �10_ INLET:6"Diameter j , .t Line a' 4 W Class 2400 Pipe O �j NEW GAS SERVICE 1 N I �' •� �' E 1 �'.71NLET; Diameter io ®❑ LL Precast Concrete , ,a Class 2400 Pipe i EXISTING POLICE IMPOUND AREA EXISTING PARKING AND Septic Tank,Typ. ' O.. CLEAN SAND$ ACCESS TO SHELTER TO BE GRAVEL. REMOVED FROM THIS AREA GROUND WATER 10'-0"Diameter 3'-111"Min. 10'-0"DIAMETER 3'-0"Min. CIVIL DRAWINGS SEPTIC SYSTEM 2,000 Gallon S.C.H.D. Approved Septic Tank TYPICAL S.C.H.D. Approved Leaching Pool & DETAILS Section View N.T.S. Section View N.T.S. Notes: Notes: date: Jan. 31 /2007 1. Inlets and Outlet Drop "T" Assemblies shall extend 1. Maintain a minimum separation of 10' between all revision: Sanitary System & Drainage Plan Details a minimum of 18" into liquid level. Leaching Pools and Septic Tanks. scale: AS NOTED Scale: 1" = 20.00' 2. Contractor shall construct Traffic Bearing Slab to Support H-S-20 Loading. C - 004 5 OF 66 BUILDING PERIMETER F.F. El. 31'-0" SOUTHOLD TOWN INV. El. 28'-0" ANIMAL SHELTER Na o, Elev.27.0' o a, Elev.26.5' SILTY SAND SC-TM 05 - 15 SP,Sm Hair Trap 1000 '74 SILTY SAND I I Model GIS-200 FINE SAND Sp.SM House Trap Pit(See Details) fSIL7 SAND Sp SM SP C6 101 C> (0 6" Diameter Class 2400 Pipe. Solid Cast Iron Cover to Final Grade or Finished Surface. F- b C:)C) 4Ef 42 20" project #0503 14. 20'_ 20' FINE SAND -7*'-' Z SP SITE: PECONIC LANE P 25' 25 SIDEWALKECONIC, NY 11958 CURB LINE SCTM Test Hole # 1 Test Hole # 2 � Solid Cast Iron Cover to 1000-75-05-14.1 Final Grade or NOTE: Test hole data taken from a Finished Surface.Typical INV.El. INV.El. Subsurface Soil Investigation Prepared I INV.El. 7'-2" 26'-4" by Universal Testing & Inspection Services, Inc. Dated 3/9/05. 26'-4" INV.El. 26%8" 6"Diameter Class 2400 Pipe. SOUTHOLD TOWN HIGHWAY DEPARTMENT 6" Diameter INV.EL INV. El. VEHICLE & MAINTENANCE YARD TO REMAIN Class 2400 Pipe. 26'-8" 27'-2" OPERATIONAL - CONTRACTOR SHALL COORDINATE I 10'Diameter Leaching Pont. ACCESS TO SITE WITH HIGHWAY SUPERINTENDENT See Details Sheet C.004 10'Diameter Leaching Pool. Owner See Details Sheet C.004 26'-4" TOWN OF SOUTHOLD Lo I, 0 161coop 53095 Main Road 1 2,000 Gallon Septic Tank. INV.4! LO INV.El. See Details Sheet C.005 26'-4" Southold, NY, 11971 TOTAL SITE AREA T: 631 765 1800 C:) 12. 1 ACRES I U) I IScott A. Russell, Supervisor Solid Cast Iron Cover to Louisa P. Evans, Town Justice Final Grade or William P. Edwards, Councilman Finished Surface.Typical Thomas H. Wickham, Councilman 0.0 0. Daniel C. Ross, Councilman EXISTING TREE TO REMAIN Albert Krupski, Councilman NEW PERIMETER FENCING Elizabeth A. Neville, Town Clerk NEW PERIMETER FENCING Septic System Plan Detail NIC-BYO HER TO BE INSTALLED AROUND Patricia A. Finnegan, Town Attorney ANIMAL SHELTER COMPOUND. X N.T.S. Peter W. Harris, Supt. of Highways James A. Richter, R.A. S.T.E.D. CONCRETE — BUILDING 40'Diameter SCTM #: 1000 75 05 06 HOUSE TRAP IN MEP and Supervising Engineer. DESIGN LEARNED INC. 114-116 Main Street 00 H.0:2 TO SCDHS I Z I— 1 CONCRETE 3'-0' APPROVED Norwich, CT 06360 BUILDING — — — — — — SHOP FABRICATED FRAME & 5/16 0 1 HAIR TRAP 50'Diameter CLEAN OUTS & SANITARY CHECKERED STEEL COVER PLATE F.A.I. T: 860 889 7078 C:) HOUSE DRAIN WITH LIFT HOLES C:) U) SYSTEM SIZED TO FIT IN CONCRETE SHELF T.H. T _ Architect: 7K Uj FLOW o 0 2� CLEAN OUTS EXTENDED NOTE ELECTRICAL COMPACTOR TO PROVIDE SCTM .1 AS REQUIRED STUDIO A/B ARCHITECTS ILIMPORAkYLLLCIRICIHISAHLA PROVDI-60 C4 AMP NEMA313 SUBPANELO 1-1-FRAMCWTH 1000 - 75 - 05 - 07 PROVIDE PROVIDE J" x 2' IV�13�3F1 UUPI_LXHLCL IACLLSIOBLWII&D FLOOR SLEEVE SHELF IN CONCRETE 24190 Main Road, Orient I_RON�IS I ING BUILIJING Ir r F KI I U GRADE New York, 11957 11" II T & Fax: 631 323 1426 V_— CLEAN OUTS TO SCDHS N. 5!?56'00" E. 256-09' HOUSE DRAIN APPROVED SANITARYI!1 TO SCDHS L NEW GAS SERVICE MIN APPROVED SYSTEM SANITARY Consulting Architect. NEW 8"WATER SERVICE L FLOW 0 0 SYSTEM THE BACON GROUP Inc. HIGHWAY MAINTENANCE BARN 2641 Sunset Point Road cv A A OFFICE C EXISTING ANIMAL SHELTER I . I Clearwater, FL 33759 SEPTIC AND DRAINAGE SYSTEMS I I — t— — — — — — — — POURED CONCRETE TO BE ABANDONED NEWSEP71CSYSTEM FOUNDATION T: 813 725 0111 SEE DfTAILS-SHEET EXCAVATION OF ALL C.004&C-005 NEW PERIMETER FENCING x 12' CONTINUOUS DEMOLITION TO INCLUDE TOM INSTALLED AROUND g CONCRETE FOOTING Structural Engineer. UNDERGROUND STRUCTURES ANIMAL SHELTER COMPOUND. AND BACKFILLING WITH CLEAN ISLA ENGINEERING SERVICE CO. SAND AND GRAVEL. ------ --------- v 12 Centralwoods Lane A Brookhaven, NY 11719 0 PLAN SECTION A EXISTING ANIMAL SHELTER To T: 631 286 7448 _MAIN OPERATIONS TO CONTINUE L GI LU DURING CONSTRUCTION OF OF EXISTING' 111ST1113 POLICE IMPOUND AREA NEW SHEL R FACILITY Civil Engineer E ISTIN SHELTERPAWMAM HIGHWAY Typical Exterior House Trap Pit & Fresh Air Inlet L K McLean Associates, P.C. A CMS EV91TI43FACILITfSHALL BERELO TEDFROMTHSAREA MAINTENANCE 437 South Count11719 Road 34484 N.T.S. BARN Brookhaven, NY T: 631 286 8668 NEW ELECTRICAL co SERVICE S. 4d'40'00""N. CNI S. 4e W. Site Drainage I Septic System Notes: NOTE: 1, All Septic Tanks & Leaching Pools shall have Solid Cast Iron Cover & Frames to Final Grade or Finished Paved Surface. C) L6 SCTM-#*. 11 I 2. All Drainage and Sanitary pipe shall be six (6") inch diameter Class 2400 Pipe or equal. CIO U') U) j()()0-75_()5- C:) r_ o r1_ 3. All Roof Drain Clean Outs shall be set to Final Grade or Flush with Finished Surface where indicated or required. EXISTING I I I I 1 0 4. All 90 deg-tee turns in drainage pipe shall be constructed with a continuous sweep or 45 degree bends. L0 0 POLICE o It-) C:)C:) i� 5. All drainage pipe shall have a minimum pitch of 1/8" inch per foot. DEPARTMENT L LID C:) L) 0 �i1.- 0 6. Leaching pools shall be precasted concrete cement structures as manufactured by Suffolk Precast Inc. or equivalent. Shop drawings C:) L) C) C:) shall be submitted for approval. C:) U) V_ C) 7. All concrete cement used in the manufacturing of precast structures shall develop a minimum compressive strength of 4,000 P.S.I. in C:) U) ROUTE 25 28 days. STATE 8. All Drainage and Sanitary Structures shall be placed in acceptable leaching soils as approved by the Engineer. In the event poor b 81 64 MAIN pOAD leaching material is encountered, excavation is to be continued to suitable material and backfilled as detailed. 9. No trench, pit, or other excavation shall be left open and unattended. Excavations shall be protected as directed by the Engineer with fences, barricades and other approved methods. No direct payment will be made. CIVIL DRAWINGS 10. Invert elevations may be adjusted by the Engineer in the field to meet field conditions to avoid conflict with utilities as ordered by SEPTIC DESIGN & X i77-M the Engineer. 11. Allow four (4) inches for final adjustment of casting. Adequate bearing will be provided using concrete block, brick, and/or 1:2 41? "OLj mortar mix. CONSTRUCTION pROADS-f P"Te 25 12. The Contractor shall provide adequate sheeting and shoring during trenching to insure the safety of workmen and the general public DETAILS MpJN exposed to the hazards of falling and sliding material in conformance with the requirements of Title 29 Code of Federal Regulations, Part 1926, Safety and Health Regulations for construction (OSHA). No direct payment will be made for this operation, date: Jan. 31 /2007 13. Compaction of all sub-grades shall be in conformance with'I!`IIWSDOT standard specification Section 203-3.12 "Compaction". revision: Overall Site Plan 14. All Leaching Pools, Hair Traps and Septic Tanks shall have a minimum separation of ten (101) feet from all Water Service Lines and scale: AS NOTED Scale: 1" = 60.00' Building Perimeters. C . 005 6 OF 66 SOUTHOLD TOWN ANIMAL SHELTER I a� PROPOSED RPZ AND HEATED ENCLOSURE SOUTHOLD TOWN HIGHWAY DEPARTMENT ' -28 VEHICLE & MAINTENANCE YARD TO REMAIN ' • ° ® ro 'ect #0503 TFEE _ project STALLS t--GRASS i NIC. 6 7 ' MIN. PEC❑NIC LANE �0'T%ID OR°N WATER � 1� l CONCRETE WALKWAY f--_�N;CC) L CAT. SOUTHOLD TOWN PLAY PEC❑NIC, NY 11958 HIGHWAY DEPARTMENT YARD AREA S C T M #I GRASS -- - 1000-75-05-14.1 - GRASS, PROPOSED LARGE METER VAULT WITH DUTsmE n 2D'x 3D' ENCE AND GATE rl (�FUTURE ID1 E%`A"s'°" , BYPASS PIPING GRASS F-- • DELIVERY I _ a — DR ivEW SOUTHOLD TOWN a,Ec ,.N� siw �GRA GRAVEL R AY hPn°NE% � 1 :I zo RUN-G"NEN EHICLE & N.A." s' AINTENANCE YARD 1�S .� agcx ENTRY ❑ REMAIN 1 N,I,C. FENCE A C i -SCENT / N.A'C.E" AsiRWM CL� - �aG=,APE �, PROPOSED ANIMAL SHELTER E T. RUN SIDE 1 _-- r. [i L 1 25' 1E11H,NIL. Orr¢ LD L I" 25' �i III :I'- A U DR❑P of ENTRYF L (TYP) Owner. I R SS GEi.gip K�q <TYP) GRASS-7SE TY GATE I �...• T❑W N ❑F SOUTHOLD ENTF PUBLIC r r POF'PU I 53095 Main Road ENTRY I 3 r r RAVEL cTYP> Southold, NY, 11971 RASS 1 OUTSIDE RUN, Y 3'PICKET FENCE ill I 15'%1E, 6 GATE FLAG POLES ➢ I _ ITYP.) NIL N«z TI 631 765 1800 r r Scott A, Russell, Supervisor P �L�WPYI' �, II .� I Loulsn P. Evans, Town Justice PARKING LOT PAVEMENT William P. Edwards, Councilman °UTSIDE TRAINING I'i _ _ _ _ _ AREA 1:TE -" A PAPKI G BIr,N EXISTING HYDRANT Albert Wickham, Jr„Councilman ❑NTRD[JOINT 6'D.L.,1�YP. k 4,N.1 L, � r iouncilman � ' Thorns H, Wickhnr�, Councilman _ %PA"s°"J°'"'e3°'°'c'TYP Daniel C, Ross, Councilman --- ey PetePatrr W A Finnegan, n Harris, Superintendent Highways s Elizabeth A. Neville, Town Clerk e--GRASS OUTSIDE OUTSIDE ------ -�_ _ N r aimJames A. Richter, R,A, Town Engineer NUN RUN L + _ T--PERIMETER FENCE, r \ - - - PLANTE➢BUFFER - ---- — - - _ - - 3 PROPOSED HYDRANT - i 7J 3s'GF E-T I O ANIMAL SHELTER T➢ BE DEDICATED TO r9 M POLICE IMPOUND N AREA O. D Pi - - - -- I � I - - - On PROPOS TAP N EXISTING IMPOUND AREA EXISTING PARKING AND ACCESS TO SHELTEP. TO BE REMOVED FROM THIS AREA 7 — — ' � I (- EXISTING POLICE IMPOUND AREA EXISTING PARKING AND NO WORK IN THIS AREA ACCESS TO SHELTER 3 I _ MEP and Supervising Engineer. moo DESIGN LEARNED INC, 09 r r 344,84 114-116 Main Street Norwich, CT 06360 r r T1 860 889 7078 -- N48a4o'oo" E EXISTING WATER MAIN — LOCATION - TO BE VERIFIED IN FIELD Architect: STUDI❑ A/B ARCHITECTS 24190 Main Road, Orient New York, 11957 T, 631 323 1426 1 Structural Engineer. PROPOSED 8" WATER MAIN ISLA ENGINEERING SERVICE 6[gntralwoods Lane ENLARGED CONNECTION PLAN Brookhaven, 4 11719 Ti 631 286 748 o 3 w SCALE: 1" = 5' Civil: POLICE ® o JAMES AI RICHTER DEPARTMENT rn TOWN OF SOUTHOLD 53095 Main Road Southold, NY, 11971 IQ T, 631 765 1560 41' i IV O CD PROPOSED DT201 LARGE METER WITH BYPASS PIPING, 8" RPZ DEVICE AND HEATED ENCLOSURE "o elm r r r — =I TATE R TE 25 EXISTING UTILITY _ CS` OU POLE 177.84' - own s�8.40,oc" w -- - - MAIN F'oA __- - EXISTING HYDRANT __ - --- --- --- WAT E R DISTRIBUTION EXISTING WATER MAIN — VERIFY LOCATION IN FIELD SITE PLAN date: 1/31/07 revision: WATER DISTRIBUTION - SITE PLAN scale: AS NOTED 40 0 20 40 80 120 IN GRAPHIC SCALE 1 INCH = 40 Fr. 7OF66 BACK FLOW NOTES S ❑ UTH ❑ LD TOWN 1. BACK FLOW PREVENTION DEVICE SHALL BE FURNISHED WITH ADEQUATE SUPPORTS. ANIMAL SHELTER ENCLOSURE 47" x 47" NOTES: 2. GRAVITY DRAINS SHALL BE DESIGNED FOR THE GREATEST DISCHARGE POSSIBLE. DRAINS SHALL NOT BE 1. HINGE FOR THE HOT BOX WILL BE 8" MIN. SIDE (Diaphragm will be on the open end.) SUBJECT TO FLOODING AND SHALL EE SCREENED AT BOTH ENDS. 2. 30" MINIMUM CLEARANCE REQUIRED FROM CENTERLINE OF THE DEVICE OUT ONCE THE BOX IS OPENED. lili!iliii!iii!i!iliii!i1i!i!ill!i!iliiilillli!i!i1i!i!i1i!i!iliiiliiiiilil 3. ENCLOSURE SHALL HAVE FACTOR PROVIDED HEATER FOR INSTALLATION ON SLAB. 1111111. 11 II I 1 III ! I111I ! 1 3. THE DISCHARGE ENDS OF GRAVITY DRAINS SHALL BE VISIBLE SUCH THAT THEY CAN BE CHECKED DAILY. I IIIIi11111!I1Ii I . . i111i1!!Iliii!i1il I 4. INTERIOR DIMENSIONS ARE: 44"L x 44"W x 52"H HYDRAULIC SHOCK - EACH SIDE I I 1 1 1 1 1 1 . 1 i I IN ! iiii1i ! i ! i1i ! iiiii ! i1iiIIIIIiII .i 1! 1!1I111�111i1Ilil!Iililililll!1!Illililll!I!I!1i1i111!1i1!1!1!1!1!1 !1 5. COLOR OF ENCLOSURE SHALL BE DETERMINED BY OWNER PRIOR TO ORDERING. 4. AIR GAP SEPARATIONS SHALL BE AS SHOWN. SAFE-T-COVER MODEL ENCLOSURE INSIDE 6" DIAMETER STEEL 5. BACK FLOW PREVENTION DEVICES SHALL NOT BE SUBJECT TO FREEZING OR FLOODING. in 44"X 44" PIPE FILLED - 800LU880-AL OR APPROVED EQUAL iv 66" TYPICAL BOLLARDS-TYPICAL OF 4-SEE DETAIL 6. IN NO CASE SHALL THE INSTALLATION OF BACK FLOW PREVENTION DEVICES INCLUDE UNPROTECTED 7. BYPASS PIPING. CLOSED VALVES ON THE BYPASS PIPING DO NOT CONSTITUTE PROTECTION. FEBCO MODEL 880V- 8" REDUCED = SAFE-T-COVER MODEL_ b w W PRESSURE ASSEMBLE WITH OS+Y 80OLU880-AL OR APPROVED (HINGE SIDE OF COVER) 7. ALL VALVES SHALL.OPEN COUNTER-CLOCKWISE. i VALVES OR APPROVED EQUAL _j Lu EQUAL 1 REMOVABLE o I� W I ACCESS PANEL 8" MIN. 11 iv project ##0503 8. EXCLUDING THE WATER METER, ALL PIPING SHALL BE UNBRANCHED AND UNRESTRICTED FROM THE WATER W I MAIN TO THE BACK FLOW PREVENTION DEVICE. ELECTRIC HEATER AS PER 1 ® I ® I- I o = MANUFACTURER W 0 FEBCO MODEL 880V- 8" REDUCED 1 = SITE: 9. THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER. U '--I ° 4o ° o �o li �- P E C❑N I C LANE 18"MI . - v PRESSURE ASSEMBLE WITH 1 ° ° i INTERIOR ANCHOR AS PER o z W i iI PEC❑NIC, NY 11958 -- - - - "� I1J p i ii 10. NO LEAD SOLDER.SHALL BE USED FOR THE INSTALLATION. MANUFACTURER'S SPECS. (TYP.) i i OS+Y VALVES OR APPROVED W W Q CLEAR OPENING - 11. THE I SHALL I GRADE oDRAIN PANEL EQUAL V? �j w SCTM #I WATER DISTRICT CT S L HAVE UNRESTRICTED ACCESS TO ALL WATER METERS AND BACK FLOW o . p o p lie" o p I U) PREVENTION DEVICES. p� p • ; p 6 p 6 Q j ® ii W O 1000-75-05-14,1 • O I i Z Z 12. BACK FLOW PREVENTION DEVICES MUST BE TESTED ANNUALLY BY ANEW YORK STATE CERTIFIED TESTER. o o POURED CONCRETE FOOTING 12" I INSI E DIMENSI S OF �i W 0 I 13. TEST REPORTS MUST BE SUBMITTED TO 60TH THE WATER DISTRICT AND THE APPROPRIATE COUNTY 3,500 PSI (fc}MIN. p 6,� op 'o j ENCLOSURE 44" x 44" a ji v DEPARTMENT OF HEALTH. 1011 REMOVABLE ACCESS PANEL FROM SCWA SUPPLY 14. ALL INSTALLATIONS SHALL CONFORM TO BOTH THE WATER DISTRICT'S RULES AND REGULATIONS, PLUMBING WATER SERVICE CODES, AND NEW YORK STATE HEALTH DEPARTMENT REGULATIONS. 1 TO BUILDING HOT BOX UNIT 50" I �I I CONCRETE PAD LENGTH 62" 15. LAYOUTS SHOWN ARE APPROXIMATE. ADJUSTMENTS MAY BE REQUIRED TO SATISFY FIELD CONDITIONS. VALVE SETTER ALL ADJUSTMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE WATER DISTRICT. Owner.' 16. MINIMUM CLEARANCES SHALL BE MAINTAINED. THE INSTALLER SHALL SUBMIT A CATALOG OF SPARE PARTS TYPICAL REDUCED PRESSURE ASSEMBLE - ELEVATION TYPICAL COMMON HEATED ENCLOSURE - PLAN TOWN OF S❑UTH❑LD TO THE OWNER. 53095 Main Road NOT TO SCALE NOT TO SCALE Southold, NY, 11971 1 T, 631 765 800 17. UNLESS SPECIFICALLY SHOWN, VALVES SHALL BE BALL VALVES OR RESILIENT WEDGE GATE VALVES. ALL Scott A, Russell, Supervisor VALVES SHALL HAVE NON-RISING STEMS. Louisa P, Evans, Town Justice William P, Edwards, Councilman Albert J. Krupski Jr„ Councilman 18. BACK FLOW PREVENTION DEVICES SHOWN OR SPECIFIED ARE PRESENTED AS A GUIDE. EQUIPMENT MAYBE Thomas H, Wickham, Councilman Daniel C, Ross, Councilman Elizabeth A, Neville, Town Clerk FURNISHED FROM ANY MANUFACTURER DEEMED ACCEPTABLE BY THE WATER DISTRICT. Patricia A. Finnegan, Town Attorney Peter W. Harris, Superintendent of Highways James A, Richter, R.A. Town Engineer 19. UNLESS OTHERWISE NOTED, WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 5,4% 20. TO AVOID DIRECT CONTACT WITH THE CONCRETE SLAB, THE PROPOSED PIPING SHALL BE WRAPPED WITH MINIMUM 1"THICK FOAM INSULATION PRIOR TO CONCRETE POUR-TYPICAL. 21. INSTALLATION OF 13ACKFLOW PREVENTION DEVICES SHALL BE IN ACCORDANCE WITH HEALTH DEPARTMENT AND SCWA REGULATIONS. MAX.(2)COURSES OF BRICK WITH MORTAR, 24"DIAMETER MANHOLE FRAME AND COVER:CAMPBELL (VAR.TO GRADE,NOT TO EXCEED 28"FROM 41007-116 OR POTENTE&SONS#JEP-10-36 FLANGE OR EQUAL FINAL GRADE TO FIRST STEP VALVE BOX 5'-6 I 7' --I 5'-6" 6' FLOAT 444 BARS 7' 8 4' FINISHED ••VAULT eNlSln MEP and Su Engineer. GRADE 8"VALVE&BOX 8"VALVE&BOX Supervising 45 BARS @6" DESIGN LEARNED INC, 8"x 6"TEE OUTLET SIDE 114-116 Main Street LU-f O.C.BOTH P D7- #3 P- D :D4'-6"MIN. BARS @ 2'O.C.VERT. i WAYS- p p - Norwich, CT 06360 TYPICAL INLET SIDE 8" MAIN 8"MAIN DUCTILE IRON PIPE RPZ DEVICE #4 BARS @ 12"O.C.HORIZ. __ T 860 889 7078 C900 PIPE 12"O.C.TYP WITH Architect: s'va,uLT rl n 7, + ENCLOSURE STUDI❑ A/B ARCHITECTS 8"x6"TEE :ry"PRJTECTUS"METER SET BY 24190 Main Road, Orient 7 2" •:"S.CW.A.ALL FEES TO BE PAIo - END DUCTILE IRON PIPE AND New York, 11957 BY CONT T, 631 323 1426 �r 42° m � = Ri,CTOR D CONTINUE SITE WATER M z Z C900 CLASS 200 18" ;..' =. PIPING WITH T 3'-6"'. I PLASTIC PIPE-TONE WIRE Structural Engineer.' 2, I AN D WAR N I NG TAPE SHALL ISLA ENGINEERING SERVICE BE CONTINUOUS ALONG 6" 6ENTIRE LENGTH OF MAIN Mgntrnlwo°ds Lane 6"MAIN 6"MAIN a Brookhaven, NY 11719 16" I-- LIFTING HANDLES �-�- 13" P°. a T, 631 286 7448 6"COARSE GRAVEL FILL -TYPICAL 3'MINIMUM 7/8"ALUMINUM STEP-ALCOA#16027B, (1"-1 'SIZE) 6"VALVE&BOX 6"90°BEND Civil: COPOLYMER PLASTIC MANHOLE STEP VAULT TOP SLAB J A M E S A, R I C H T E R #PS2-PF OR EQUAL 6"90°BEND VAULT NOTES: 5309 VAULT ELEVATION TRAFFIC VAULT AND B TOWN ❑Main Road F souTHolD NTS 1. VAULT, VAULT PIPING AND BY-PASS TO BE INSTALLED BY OWNER AS SHOWN T3631 765 560 - `:'-PASS PIPING DETIAL Southold, NY, 11971 NTS NTS TYPICAL MASTER METER DETAILS IN THE DETIALS. NOT TO SCALE 2. ALL MECHANICAL JOINTS BENDS AND FITTINGS MUST BE RETAINED WIT RETAINING GLANDS, THREADED RODDING AND SUFFICIENT BLOCKING. 3. ALL PIPING FOR THE VAULT AND BY-PASS MUST BE DUCTILE IRON CLASS 52 PLUMBING CONTRACTOR SHALL PROVIDE CONCRETE PIPING. SLAB, RP'Z INSTALLATION, ENCLOSURE. -� 4. INLET AND OUTLET VLAVES, PLUS PIPING BETWEEN VALVES, MUST EQUAL PROPOSED RPZ DEVICE TYPICAL S.C.W.A. WATER METER AND METER VAULT. METER VAULT TO SIZE OF METER. IF REDUCTION IS REQUIRED, OWNER IS RESPONSIBLE FOR ELECTRICAL CONTRACTOR SHALL PROVIDE AND b AND ENCLOSURE U BE FURNISHED AND INSTALLED TO SCWA STANDARDS. SUPPLYING ADEQUATE SPACE SAVER FLANGES TO ACCOMMODATE METER. CONNECT THE ELECTRIC FOR THE RPZ HEATER. M METER SIZE IS TO BE DETERMINED BY THE SUFFOLK COUNTY WATER PLUMBING CONTRACTOR SHALL INSTALL THE ® ® Z AUTHORITY. WATER LINE FROM SCWA TO BUILDING. m -VALVE BOX EXISTING GRADE 5. ALL VALVES TO OPEN COUNTERCLOCKWISE RIGHT HANDED VALVES). 6' SEPARATION � ( ' 6. BY-PASS PIPING CAN BE ON EITHER SIDE OF VAULT DEPENDING ON FIELD EXISTING ° o•° - ;;,�• .; j CONDITIONS AND FIRE LINE LOCATIONS (IF PRESENT). GRADE (� TO FACILITIES Z Z NOTE: ALL VALVES, BENDS 7. INLET AND OUTLET VALVES TO BE IN LINE WITH EACH OTHER AND AT THE OUTLET AND FITTINGS TO BE PER SAME ELEVATION AS WINDOWS IN VAULT. IN ADDITION, PIPING MUST BE BYPASS l� C THE LATEST AWWA AND CENTERED THROUGH EIGHTEEN (18") INCH SQUARE WINDOW. 8" PLASTIC VALVE SCWA STANDARDS. 8. FIRE LINE TO BE INSTALLED ON OPPOSITE SIDE OF METER BY VAULT WATER WATER LINE BY-PASS. TO BUILDING MAIN A DISTRIBUTION 9. A SIX (6") INCH PIPING IS TO BE USED ON ALL BY-PASSES AND A FOUR 4" 8" DIAMETER WATER INCH BY-PASS WILL BE ACCEPTABLE ON A FOUR (4") INCH SERVICE. ( } DETAILS LINE TO BUILDING OWNER INSTALLED AND . THE SCWA SHALL BE RESPONSIBLE FOR CONNECTION TO WATER MAIN, date: Jan. 31/2007 MAINTAINED PIPE TO METER CURB STOP, WATER METER, ASSOCIATED PIPING AND CONNECTION TO 10. AFTER INSTALLING PIPING THROUGH METER VAULT. THE OWNER IS revision: OWNER INSTALLED PIPE REQUIRED TO BRICK UP AND CEMENT BOTH WINDOWS OF VAULT. scale: n:AS NOTED TYPICAL WATER SERVICE DETAIL 11. ALL VAULT AND PIPING INSTALLATIONS SHALL BE IN ACCORDANCE WITH NOT TO SCALE THE SCWA AND SCHDS. 8OF66 TYPICAL UTILITY TRENCH SAWCUT EXISTING PAVEMENT ALONG SOUTHOLD T ❑ WNANIMAL SHELTER BOTH SIDES OF UTILITY TRENCH - TYPICAL \ \ CONCRETE THRUST BLOCK r j \ \/� / 'All /\/\/�/ TO UNDISTURBED SOIL //\/ ` METALLIC MARKING TAPE METALLIC WARNI� // //•� /ir // j // // //� �• 32 MAX. (TYPICAL) TAPE - CONTINUO j / /// %/\//\ J/ //�/// /\ PVC WATER MAIN 54" N I SURFACE SHUT OFF VALVE I N /�� // \�\/ CURB BOX TO GRADE \/ co CONTINUOUS TONE \�j\�j. EXCAVATE & BACKFILL WIRE PROPOSED ELECTRIC PVC WATER SERVICE WITH SUITABLE EXCAVATED MATERIAL PROPOSED TELEPHONE MINIMUM BURIAL 54" -`� A.O.B.E. COMPACT 'ect #0503 •p' ,p a a a BACKFILL IN 6 LIFTS. Pro PROPOSED COMMUNICATIONS (COAXIAL CABLE) p 13 PROPOSED WATER MAIN PC N I C LANE I 8" WATER MAIN PEC❑NIC, NY 11958 NOTE: pD a a ° a UNSUITABLE REMOVE ° 1. LE UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF THE TRENCH PRIOR TO EXCAVATION. p MATERIAL IF ENCOUNTERED TEMPORARY SHEETING S C T M # 2. 3" THICK TYPE 6 ASPHALT TOP SHALL RESTORE TRENCH SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. TAPPING SLEEVE AS PER o.s.H.A. 1000-75-05-14.1 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6" LIFTS. WHERE NO GROUND WATER EXISTS REQUIREMENTS 4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR THIER OWN TRENCHING AND RESTORATION WITH EACH UTILITY INSTALLATION. TYPICAL WATER SERVICE - LARGER THAN 211 WATER MAIN EXCAVATION DETAILS NTS TYPICAL UTILITY TRENCH NTS NOT TO SCALE Owner: NOTES TOWN OF S❑UTH❑LD 53095 Main Road Southold, NY, 11971 1. WATER MAIN PIPE TO BE BLUE BRUTE PIPE, CLASS 150 AS MANUFACTURED BY IPEX INC. OR APPROVED EQUAL. PIPE SHALL MEET AWWA T: 631 765 1600 STANDARD C900 AND ASTM STANDARD D2241-89. PVC PIPE SHALL BEAR THE APPROVAL OF THE NATIONAL SANITATION FOUNDATION. -� _ - CONCRETE CROWNED TO SHED WATER Scott A, Russell, Supervisor GROUND SURFACE Wll[Ian P. Edwards, Council nown in 2" ORANGE REFLECTIVE TAPE BAND =I II-III-III'-II I-II I=III''-II I-III'-II I'-III''-ITI-III-III'-III-III Albert J. Krupski Jr., Councilrnnn 2. ALL FITTINGS SHALL BE BLUE BRUTE AWWA C907 AS MANUFACTURED BY IPEX INC. OR APPROVED EQUAL. 1- Thomas H, Wickham, Councitman 6" DIAMETER STEEL PIPE Daniel C. Ross, Councilman Elizabeth A, Neville, Town Clerk FILLED WITH CONCRETE Patricia A. Finnegan, Town Attorney 3. ALL MATERIALS SHALL BE NEW. NO USED MATERIALS SHALL BE INCORPORATED INTO THE WORK. FULL PIPE SECTION AT FPRESSURE Peter W. Harris, Superintendent of Highways PAINTED 2 COATS REFLECTIVE WHITE WATER MAIN CROSSING SEWER PIPE Janes A. Richter, R,A, Town Engineer 4. ALL PIPE FITTING CONNECTIONS SHALL BE MECHANICAL JOINTS. ALL PIPE CONNECTIONS SHALL BE MADE USING FLEXIBLE ELASTOMERIC SLIP � ON JOINTS MEETING ASTM STANDARD 03139-89. FINISHED GRADE � SANITARY LINE 5. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, AWWA MANUAL M23 AND THE `orj 18" MINIMUM REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. -� p - ` O WATER MAIN 6. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 611 m D' 18" MINIMUM LAYERS. STONES SF'4LL BE REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6" BELOW THE BOTTOM OF THE PIPE. SANITARY LINE BOLLARD DETAILS 7. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54". D. SECTION 8. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE RODS TO PREVENT MOVEMENT. NOT TO SCALE SANITARY & STORM SEWER CROSSINGS MEP and Supervising Engineer.• 9. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA 2'-0" DIA. MIN. NTS DESIGN LEARNED INC, STANDARD C600. CONCRETE ENCASEMENT 114-116 Main Street Norwich, CT 06360 Ti 860 889 7078 . WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86 OR THE LATEST REVISION. Architect: STUDI❑ A/B ARCHITECTS 11. LOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE 24190 Main Road, OrientNew York, 11957 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR T, 631 323 1426 FEET OF WATER MAIN OR PORTION THEREOF. Structural Engineer ISLA ENGINEERING SERVICE CP Dgntralwoods Lane Brookhaven, NY 11719 W T: 631 286 7448 _Z -j z civil. Q JAMES A. RICHTER I_ W TOWN OF SOUTHOLD Z f— 53095 Main Road HYDRANT NOTES: T,631otd 765N 560 971 NOTES TYP. 22.50 _ I =1 1. THE CONTRACTOR IS RESPONSIBLE FOR 1. ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR ROCK WITH BEND CONFIRMING THE HYDRANT LOCATION WITH THE 10' MIN. MIN. BEARING AREA AS SPECIFIED IN SCHEDULE BELOW. FIRE DEPARTMENT PRIOR TO INSTALLATION. 10'-0" PREFERRED DRAINAGE _ ••D • MIN. 54" MIN. STRUCTURE 2. ALL THRUST BLOCKS TRANSIT MIXED 2500 PSI CONCRETE. _I I-1I I 2. THE CONTRACTOR SHALL VERIFY HYDRANT STEM ALTERNATIVE NUT TYPE AND HOSE CONNECTIONS THREAD/SIZES TYP. PLUG TYP. 900 TYP. 450 =11 II —I II PRIOR TO ORDERING AND INSTALLATION. OR CAP BEND TYP. TEE BEND _=1 _� NEW HYDRANT — . THE DIFFERENCES IN COST BETWEEN THE � PLAN VIEW p D• p.p _I=I MECHANICAL JOINT TEES AND VALVES, AND THE TYP. CONCRETE p , THRUST BLOCK 1=�- ANCHORING TEES AND VALVES AS SHOWN ARE TO 3 SEWER LINE SEPARATION D D 1= BE INCLUDED IN THE PRICE BID. 1 " NTS p•p GROUND LINE III III III—III—I�I—ICI�I 1�ICI—ICI ICI I IIII—ICI—ICI—�I—ICI—ICI—ICI—ICI—ICI—I 8^x s"x 24" L. II III I I I) �� MUELLER COMPANY SUPER CCA TREATED LUMBER CENTRURION 250 2-WAY FIRE C.L.D.I. CLASS 250 HYDRANT OR EQUAL. MECH. JOINT FITTING PVC GASKET WITH RETAINER GLAND VARIES ,--FILTER FABRIC WATER MAIN 6" VALVE & BOX — CW CW � THRUST BLOCK TYPICAL THRUST BLOCK DETAIL � CT -. NOT TO SCALE •• 0' WATER SCHEDULE WATER MAIN THRUST BLOCK SC - D 'a , 15 DISTRIBUTION H ® ION D • MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK ANCHORING TEE D p D 6" MJ INLET DETAILS PIPE SIZE TEES, CAPS, & PLUGS 900 BENDS 450 BENDS 22.50 BENDS CT � `� date: Jan. 31/2007 2.) 3/4" STEEL RODS 6" PIPE WASH GRAVEL revision: 6"OR LESS 2 3 1 1/2 3/4 HYDRANT TO VALVE) (3 CUBIC FEET) scale: AS NOTED 8" 31/2 5 23/4 1 1/2 HYDRANT ASSEMBLY DETAIL 10" 5 1/2 7 3/4 4 1/4 2 1/4 NOT TO SCALE 9OF66 SOUTHOLD TOWN �' ANIMAL SHELTER SOUTHOLD TOWN HIGHWAY DEPARTMENT �2 VEHICLE L MAINTENANCE YARD TO REMAIN I � 10' +/- CONCRETE — F BUILDING 40'Diameter I -� p.::::::.:... ;:.>;:.. � SOUTHOLD TOWN HIGHWAY DEPARTMENT 10'+/- YARD AREA N •;: :.>?#'?'H r°- CONCRETE — I^O ect #0503 BUILDING P THE PLUMBING CONTRACTOR SHALL BE REPONSIBLE FOR BUILDING THE GAS so' Diameter i SITE, PEC❑NIC LANE � Y SOUTHOLD TOWNH E A D E R PEC❑NIC, NY 11958 - all r <:?<: EHICLE L ' AINTENANCE YARD Mm yx `"': :< ::::: •::::: 0 REMAIN 1000-75-05-14.1 PROPOSED ANIMAL SHELTER :> PROPOSED GAS SERVICE BY KEYSPAN MR= :: 0- 1 Rom 111A CrM PI Dru �.� •:•iiiii':e?:2ivacrna:k�iini;F. •)?iiz;:niEic"iiF3:it•?&iii•Y^• N 55056'00" E 256.09' MEW • .r. AV ... HIGHWAY MAINTENANCE BARN OFFICE I Owner. TOWN OF SOUTHOLD N53095 Main Road CA) Southold, NY, 11971 REINFORCED PAVEMENT W T, 631 765 1800 Scott A. Russell, Supervisor arm AND BURIED UTILITES z Louisa P. Evans, Town Justice li 3d PROPOSED HYDRANT Alibe lliat J.Edwards, kI Jr.,,ncilman Councilman H Thomas H. Wickham, Councilman =a�`' Ill Daniel C. Ross, Councilman wave•nm m "`arum SOUTHOLD TOWN Elizabeth A. Neville,O rv.¢,.n.0 Town Clerk ON "`" I Patricia A. Finnegan, Ton Attorney VEHICLE & MAINTENANCE _ Peter W. Harris, Superinwtendent of Highways :P ( I Janes A. Richter, R.A. Town Engineer 4 y YARD TO REMAIN Z y - 0 EXISTING IMPOUND AREA EXISTING PARKING AND IV U ACCESS TO SHELTER TO HE N W REMOVED FROM THIS AREA 1� rr--►► `L EXISTING POLICE IMPOUND AREA EXISTING PARKING AND 00 NO WORK IN THIS AREA ACCESS To SHELTER _ AINTENANCE HIGHWAY I I MAINTENANCE I I — 5 BARN ° GAS ------344 8a' w — 152.84, W S 48°0430" an Supervising Engineer o ,�o ESIGN LEARNED INC. O No O lorwl h 4-116 MCT 0 360 Street I)c COO• Q PROPOSED 8" WATER MAIN m o860 889 7078rc sec : I z STUDIO A/B ARCHITECTS 0 I 0 4190 Main Road, Orient W o ew York, 11957 —� , 631 323 1426 POLICE ® CD DEPARTMENT m OIV o Structural ngineer.• 00 I� SLA ENGINEERING SERVICE I W I9 @gntralwoods Lane (V -' rookhaven, NY 11719 631 286 7448 V I CP ivy: K McLean Associates, PC 37 South Country Road o PROPOSED D T 2 01 LARGE METER WITH Irock 631haven86New 68 York 11719 I BYPASS PIPING, 8" RPZ DEVICE AND — — 81.84' HEATED ENCLOSURE _ _ N 48°391SOil E _ _ _ - ATE ROUTE 25 _---- POLE EXISTING UTILITY _ _ 84 S-f S 8°40'00" W 177. MAIN Rpp,D NOTES: 1 . GAS MAIN INSTALLATION TO THE BUILDING SHALL BE CONTRACTED THROUGH KEYSPAN ENERGY. EXISTING HYDRANT 2. THE TOWN SHALL BE RESPONSIBLE FOR FEES AND KEYSPAN COST FOR THE SERVICE INSTALLATION. 3. THE TOWN WILL BE RESPONSIBLE FOR THE FINAL SITE RESTORATION AND FINISH. EXISTING WATER MAIN — VERIFY 4. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR BUILDING THE METER HEADER AT THE BUILDING AND LOCATION IN FIELD RELATED PIPING/EQUIPMENT INTO THE BUILDING. GAS 5. SEE THE BUILDING PLANS FOR INTERIOR GAS PIPING AND EQUIPMENT. DISTRIBUTION 6. THE PLUMBING CONTRACTOR SHALL INSTALL BOLLARDS FOR PROTECTION OF THE GAS SERVICE EQUIPMENT TO KEYSPAN SITE PLAN AND STANDARDS. DETAILS date: Jan. 31/2007 revision: scale: AS NOTED 40 0 20 40 80 120 1/0�� D GRAPHIC SCALE ( INFEET 1 INCH = 40 FT. 11 OF 66 SOUTHOLD TOWN ANIMAL SHELTER TRANSFORMER _ TOPSOIL (V 15KV PRIMARY CABLE AND PAD IN RISER TO EXISTING POLE TO ACCORDANCE LIPA SPECIFICATIONS WITH LIPA � I \6 . ° 0•. ' ••. � DETECTABLE ° REQUIREMENTS 600A MBP �� I \\ : ..o :. '.' : °� o ���� I MARKING TAPE 3PH, 4W I \ j d " I COMMON FILL 600 AMP TO BUILDING - SEE BUILDING � ,, . � . � TRAN "S" 208/120V ELECTRIC DISTRIBUTION PLANS o �I �. .° o .' o Q. 208/120V MAIN BREAKER "' o :o ��� :° WIDEN TRENCH project #0503 3�-4 WIRE N \\� ' ,' o ' °://• ° AS NEEDED I ABOVE CONDUIT P CONIC LANE PECONIC, NY 11958 � °' •tea O " � oo, o o ./ CONDUITS SCTM #: D o ,�< 1000-75-05-14.1 8#350 KCM - CU -(2)4"C 8#350 KCM - CU -(2)4"C °off\� . o : o ° BEDDING TYPICAL PROPOSED 600 AMP SCHEMATIC GROUND ROD ELECTRIC TRENCH DETAIL N.T.S. NOT TO SCALE Owner. TOWN OF SOUTHOLD SEE BUILDING ELECTRIC 53095Main R Southold,NY,Y,01d 11971 T:631 765 1800 PLANS FOR PROPOSED Joshua Y.Horton,Supervisor P RO P S E D TRANS 'S' T O BE MOUNTED TO Loui Williasa P Evens,Town Justice m P.Edwards,Councilman ELECTRIC FROM THE Thomas H.Wickham,Councilman Daniel C Ross,Co EXTERIOR WALL OF BUILDING ` , , John M.Romanelluncilman Councilman o T RAN S S I N TO BUILDING Elizabeth A Neville,Town Clerk O o Patricia A Finnegan,Town Attorney Peter W.Harris,Superintendent o1 Highways James A.Richter,R.A.Town Engineer EXISTING UTILITY SOUTHOLD TOWN HIGHWAY DEPARTMENT POLE 259D-35-9-P = YARD AREA T PROPOSED UNDERGROUND 600 PROPOSED� � - ANIMAL AMP 3-PHASE ELECTRIC SERVICE m SHELTER DROP FROM EXISTING POLE TO u _ p MEP and Supervising Engineer. DESIGN LEARNED INC. PAD MOUNT TRANSFORMER AND TRANS `S' C�a 114-1 Main Street Norwich, ,CT 06360 NOTES: � ,��.�. ,_. , B';.,, T:860 889 7078 x Architect: 1. CONTRACTORS SHALL MOUNT ONLY THE UTILITY SPECIFIED RISER MATERIAL ' EXISTING ON THE POLE, TO A HEIGHT OF 9 TC 10 FEET ABOVE GRADE -� STUDIO A/B ARCHITECTS 7ANIMAL U—GUARD — 3" POLYETHYLENE SCHD. 80 OR 3" DBL, GALV. STEEL — 10- 0 24190 Main Road,orient p New York,11957 LONG W/ BELL ENE) V T:631323142, SECONDARY CABLE MAX. PRIMARY CABLE MAX. (SEE NOTE 6) S H E LTE R now 4 - 1/C 350 KCM 3 - 2/C #1/0 AWG UTILITY SPLICING CREW ConsultingNamArchitect: TO COMPLETE RISER POLE 5" DOUBLE GALVANIZED STEEL U-GUARD - 5- LONG W/BELL ENDS (INCLUDING GROUNDING AND THE BACON GROUP Inc. ECCES G PARKING AND CABLE MAX. BONDING MATERIAL EXISTING ACCESS TO SHELTER 2641 Sunset Point Road SECONDARY 1/C 500 KCM MAX. PRIMARY- C 750 KCM NO WORK N CIS ARE OUND AREA T!813 725 011�3759 2. A) THE LOCATION OF THE U-GUARD ON THE POLE SHALL BE IDENTIFIED LINE LINE OF EXISTING GUARD RAIL TO REMAIN Structural Engineer. ,, FOR THE CONTRACTOR BY THE LIPA ED&C REPRESENTATIVE ASSIGNED TO N0.2 ISLA ENGINEERING SERVICE CO.' s .:',; THE JOB PRIOR TO INSTALLATION OF THE CABLE/RISER. "{ rj'•:reff� Br Centralwoods n,NY Lane B) THE LENGTH OF THE CABLE REQUIRED FOR UTILITY TO MAKE FINAL ' ' ' r Brookhaven,NY 11719 CONNECTIONS AT THE POLE SHALL BE IDENTIFIED FOR THE CONTRACTOR NO 1 T:631 286 7448 BY THE LOCAL UTILITY ED&C REPRESENTATIVE. COMMUNICATIONS LINE CURB Civil Engineer: 3. A) THE CABLE SUPPLIED BY THE CONTRACTOR FOR USE ON THE POLE - TRAFFIC L K McLean Associates, PC SHALL BE INSTALLED AND PROPERLY SECURED TO THE POLE BY THE N48040'00"E 344.84' 437 South Country Road ELECTRICAL CONTRACTOR TO PREVENT DAMAGE AND/OR ANY ACTS OF RISER LOCATIONS ON POLE Brookhaven,New York 11719 VANDALISM FROM DAMAGING CABLE PRIOR TO HOOK-UP. T 6312868668 SEE B) CABLE IS TO BE ATTACHED TO THE POLE WELL ABOVE THE TOP OF NOTE 3 THE RISER WITH A KELLUMS GRIP BASKET OR LENGTH OF LINE TIED IN A SEE RELATIVE POSITIONS OF RISERS (#1 ) "ROLLING BEND KNOT" (SEE BELOW) SO AS TO PROTECT THE CABLE FROM NOTE 4 TO BE CONTROLLED BY THE DIRECTION IN NOTE: MECHANICAL BENDING DAMAGE. WHICH CABLE EXTENDS UNDERGROUND I) w rn 4. ALL CABLE SHALL BE PROPERLY END CAPPED AT BOTH ENDS BY THE DEPAORTMENT ® G3 LICE CONTRACTOR WITH APPROVED TIGHT FITTING WATERTIGHT SEALING CAPS OR a IN STRICT COMPLIANCE WITH NEC 30C-5 (e). ** z ITI 5. 3„ POLYETHYLENE U-GUARD SHALL BE FASTENED WITH 1/4 X 2 1/2" to IMPORTANT: SEELn ALL U-GUARD MATERIALS ARE TO BE LAG SCREWS WITH CUSHION. 5" STEEL U-GUARD SHALL BE FASTENED FIVE FOOT LENGTHS WITH BELL ENDS. WITH 3/8" X 2 1/2" LAG SCREWS. (SEE NOTE 1) SECURE TO POLE WITH j" X 2-4" �o 6. LIPA SHALL COMPLETE THE CONSTRUCTION OF THE RISER PER THE GALVANIZED LAG SCREWS o APPROPRIATE CONSTRUCTION STANDARDS. NO SUBSTITUTIONS WILL BE ACCEPTED a FOR 3" SCHEDULE 80 U-GUARD OR 5" 7• IF CONDUIT IS USED, MANHOLES ARE REQUIRED. CONTACT E.D.&C. FOR UTILITY APPROVED SOLUBLE GALVANIZED EXIS TING STEEL U-GUARD. (SEE NOTE 1) DETAILS (SEE CS-6620). to z H YDRA N T ** THE CONCERN FOR RELIABLE ELECTRIC SERVICE REQUIRES THAT UTILITY FINAL GRADE FINAL GRADE w a° RESERVE THE RIGHT TO REFUSE TO ACCEPT OR ENERGIZE ANY CABLES 12" FOR DIRECT BURIED CABLES THAT HAVE BEEN LEFT WITH 'ENDS' UNCAPPED. MOISTURE INTRUSION HAS 1-1/2" MAX. WARNING RIBBON S 8'40'OO'W 177.84' ELECTRICAL BEEN DETERMINED TO BE A SUBSTANTIAL CAUSE OF PREMATURE CABLE FAILURES, UNCAPPED CABLE ENDS ARE THE LEADING CAUSE OF THIS (DIRECT BURIED) PROBLEM PIPE OR 24" MINIMUM DEPTH FOR SECONDARY MAIN ROAD STATE ROUTE 25 DISTRIBUTION " " 30" MINIMUM DEPTH FOR PRIMARY �--q CONDUIT � SITE PLAN AND IF CONDUIT IS USED AMANHOLE / SPLICEBOX DETAILS IS REQUIRED, SEE NOTE 7 ROLLING BEND KNOT, TO ATTACH LINE TO WIRES WHEN GRIP IS NOT AVAILABLE. date: Jan. 31 /2007 on: LIPA APPROVED CABLE RISER revisscalion: AS NOTED NTS 50 0 25 50 100 200 GRAPHIC SCALE 1 INCHIN FEET ) = 50 FT. ED � l 10OF66 SOUTHOLD TOWN Jf}}'''' �I •�I}• !/'��� I6'-4" 38'-8" E 12'-10" nu 9'-2" 24'-011 ANIMAL SHELTER FROJE CT 1 O 1 E V: 1'-411 I_JII 5I_QII , I_011 <IV I 4" 4 '-4" : 14,'_ 11 A. C-s�N�1� �f V 6'_�11 1. MATERIALS AND WORKMANSHIP SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE. 2. DIMENSIONS INDICATED ON tHESE DRAWINGS ARE FROM FACE OF MASONRY BLOCK TO FACE, OF MASONRY BLOCK UNLESS OTHERWISE NOTED. ——— ————— —— — — —— — —— — —— 3. THE CONTRACTOR SMALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK ENGINEER AND/OR cD r——1 r————— r ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES I I I I I I I 4.MAXIMUM ALLOWABLE SOIL SEARING CAPACITY IS ASSUMED TO BE 05 TONS/SQFT. IT SHALL BE THE RESPONSIBILITY I • I I I I I I I I . OF THE OwNER/CONTRACTOR TO VERIFY SOIL CONDITIONS AND FOUNDATION DESIGN PRIOR TO CONSTRUCTION. I I I I I I I I I 1 INDICATE 8" POURED 00NC TE I I I I I y I I I 1 S.ALL EXISTING FILL SOIL AND ALL DISTURBED NATURAL SOILS AND ORGANIC MATTER ARE TO BE EXCAVATED AND REPLACED WALL HELP AT GRADE <EYEMI • I I I I I I I I • I AS REQUIRED WITH PROPERLY COMPACTED SUITABLE FILL. ALL FILLING, BACKFILLING, AND RECOMPACTION ARE t0 BE DONE TO 0�1 "H. POURED ONC TE project#0503 UNDER TWI= SUPERVISION OF AN APPROVED SOILS ENGINEER. SITE: 5. MATEfRIALS I • I I I I L I I I • 1 PECONIC LANE 1/41 1 1 V411 L 1 V4" I I 1/4" I I PECONIC, NY 11958 I. CONCRETI-: 4,000 PSI COMPRESSIVE STRENGTH a 28 DAYS, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE [NO ICATEe STEEL 2"x2" 11 i R R_4 I i E 1 MR REQUIREMENTS OF ACI 318. STRUCTu L TUBING UP To 1 I FOM P I I Pr, i 1 Pr r I I P I I SCTM #: HEADER VE I I I I 1 , I I I I 1000-75-05-14.1 2. REINFORCING STEEL: ASTM A615,GRADE CO 4. WELDED WIRE FABRIC: ASTM TYPE 185 0 I • 1 1 I 1 I -_ TURAL STEEL SHALL BE ASTM TYPE A-36 I • 1 I I J 5. ALL STRUc: 1 ICA Al I I I I I I I • I � 6. ALL STRUCTURAL BOLTS SHALL BE HIGH STRENGTH A-325 TENSION CONTROLLED BOLTS. 3 NNE 21_01 1 r 1. LUMBER SHALL BE 02 DOUG-FIR LARCH, UNLESS OTHERWISE SPECIFIED, Fb■825 p.e.1- i • i I I 12'-811 12'-011 S. MASONRY BLOCKS TO CONSIST OF ANCHOR NRG BLOCK MASONRY UNITS MANUFACTURED WITH THE DRY-BLOCK II WATER REPELLENT SYSTEM MEETING ASTM E-5114-12. U EXCAV T I 1 9. MORTAR CEMENT SHALL ALSO INCLUDE THE DRY-BLOCK II WATER REPELLENT SYSTEM. ;� 6" POURED C CRE SLAB I I I I I allI I I 1 WITH 6x6-IJan� w Vr I I I I I I I I I I rUELL COMPACTED S RADE I ' D. FOUNDATION Owner.I I I I I I TOWN OF SOUTHOLD JilL_--1 L----- --I L — ---- ---I L—J L------- I. PIPES MAY PASS THROUGH CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN 53095 Main I ----- - - Road PIPES r'— Southold,NY,11971 —I I - -- - I -- -- I _ Z. OR :DUCTS EXGEEDINCa ONE-THIRD (1/3) OF THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL `r� r o I I I I —I II r— I----- � T6317651800 I 0 CONCRETE UNLESS SPECIFICALLY DETAILED. Joshua Y Horton,SupervisorLouisa P.Evans,Town Justice -- I I I I I I 1 William P.Edwards,Councilman /� p /4 _ I 1 I DESIGN LOADS: AS ��I� ,45CE�� _ ---------- —^ I I Thomas H.Wickham,Councilman Daniel C.Ross,Councilman John M.Romanelli,Councilman 11'—�" 4" I6'-10 1/2" 4" 13'-3 I/2" I I 0 Elizabeth A.Neville,Town Cleric LIVE LOADS: 100 PSF LOBBIES t CORRIDORS I I —1 ElizaPatribeth ia .Neville,Finnegan,Tom Towri Peter W.Harris,superintendent of Highways 0 PcJ'F OFFICES I I I 1 I I I I I James A Richter,R A.Town Engineer WIND DESIGN: 120 MPH I 1 114■ 1 1 114• 1 IE;—INDICATES 24" CONCRETE I I I I GROUND SNOW LOAD: 45 POP , PER - I I HAUNCH, TYPICAL I I 1 140 1 1 PPIT I I Pr I-o C 4 0 1 1 l I 1 1 a to UN XC:AV TED I I I 6" POURED CO14Cfi SLAE WITH 6x6-1.0/IJ0 WWF OVER WELL COMPACTED SUBGRA E L——� 114 I R I 1 1 I I 1 1 ' �— I I I to r PITCH i --- - — --- --� 1- ---- ----- ------ I--------I --- - - - :r — - 20'-0" 4" III-8" 4" 12'-1 1/2" 4" 10'-81/1" 4" 5'-4" I I Architect: I I I 11 STUDIO A/B ARCHITECTS I 24190 Main Road,Orient New York,11957 1 UNEXCAVATED I I I I NOTE: T 631 3231426 to 16" POURED CONCRETE SLAB I I I 1 CONTRACTOR SHALL PROVIDE -1 I WITH 6x6-1.0/10 WWF OVER I I 1 I 1/4" WIDEx2" DEEP SAW CUT, 1611 O.C. N I I I I WELL COMPACTED SUBGRADE I I I AS SLAB CONTROL JOINTS, EACH I I I I I w1tH 6 MIL POLYETHYLENE i t DIRECTION MEP and Supervising Engineer I I 5 VAPOR BARRIER I I I I S I I I I I I I I I i DESIGN LEARNED INC. 1 I I 1 114-116 Main Street 1 I Norwich,CT 06360 I I I I I 11 I I I INDICATES 12" C1 -U. WALL T 860 889 7078 1 L- ---- --- —_j --- --- J L—————— —J L-- -- --J L--------I I ON TOP OF301111Wx12"H. CONT. —— — ——— —. — — ————— POURED CONCRETE FOOTING ,I'-811 `� Consulting Architect: A e 411 61_611 All 10'-8 I/L11 All 14'-6" I -r T T THE BACON GROUP Inc. 3'—_1 1/2" 1 I I I I 1 2641 Sunset Point Road 1 I TI ar ,ate 01133759 INDICATES TOP OF WALL DROPPED =¢ i I I I I I I I FOR SLAB OVER AT DOOR , I I 1 LOCATIONS. rrPICAL 1 I I 11 I I Structural Engineer I I I ISLA ENGINEERING SERVICE CO. I _- - 11 0 ' �— 12 Centralwoods Lane _ INDICATES 8" C.M.U. rookhaven,NY 11719 a1 I I I — I I I r-- ———I I I I . WALL �o 1 T:631 286 7448 ON TOP OF 30""Wx12"W. CONT. 12'-10" 4" 'i -8n 4 , 4"I 10'-2" I 1 I i i I POURED CONCRETE FOOTING 1 I-- ----- — _ —-----I I I L--- -----� L --—— °° - --- — ————— I - - ------ --- --- ------- — -- --� F -I F- i 1 I I I I I I I I 1 1 I I I I I I UNEXCAVATEDD 6" POURED CONCRETE SL B WITH 6x6-1.0nJ0 WWF OVER 1 WELL COMPACTED SU DE THIS SLAB SHALL BE TH E I I I I I I DIRECTIONAL PITCH AWAY 1 I l ti I I I I FROM STRUCTURE AT 114" 11 ER FT. a I 1---------1 � � �- -----� 1 `^ n 2 L -- �'- - -- L -T--- I - Date: Description: 10'-2" 4'-t3" ITCH THIS SLAB T 16'-0" 24'-0" I/31/O-I RELEASED TO TOWN RAIN BY OTHERS s 14'-Io" 101'- ' l '�I '�I �I _ _ Drawing No: Sheet No: ® V I �l D A 7 I ® I � L. A I �l SCALE: ve t 0 NOTE: 40 1. CONTRACTOR TO SUBMIT FOR ENGINEER'S REVIEW A SLAB EXPANSION JOINT/CONTROL JOINT PLAN OF 2.REFER TO CIVIL ENGINEERING PLANS PROVIDE BY THE TOWN OF SOUTHOLD FOR TRENCHING 4 GRADING INFORMATION. SOUTHOLD TOWN A C D E G ANIMAL SHELTER CEILINGS FR MINGx PLAN LEGgEN1D 1/0'-4" N w a 39' cn °' 12'-10" H g 2 J INDICATES 2x8, 16" O.G. FRAMED KNEE WALL FROM TOP OF G.M.U. WALL TO UNDERSIDE OF ROOF RAFTERS ABOVE �l INDICATES 2x8, IS" O.G. FRAMED KNEE WALL FROM TOP OF FLUSH BEAM, TO UNDERSIDE 7 OF ROOF RAFTERS ABOVE ® INDICATES G.M.U. INTERIOR BEARING WALL I1.r ••°''• °'I(NO KNEE WALL ABOVE) LOPED CEILING /SKYLIGHT ; .• •. I .: ® INDICATES POSTED LOAD • _ . . 'ti• l•4 :. l ' '•• LOPED SOFFIT project#0503 ® INDICATES POSTED LOAD FROM ABOVE ,I =L'1 INDICATES NVAC EQUIPMENT (BY OTHERS) I •':: L—-I I I L —J _ I WITH TAG NUMBER. HVAC UNITS LOCATIONS t ; �' —(2) 2x10 FLUSH BEAMS TO SITE: f PGI 5 SHALL BE FIELD VERIFIED. STRUCTURAL SLOPED SOFFIT �. . . ;, I RECEIVE 2x10 CEILING CONTRACTOR SHALL COORDINATE BEAM e� ' '• ' JOISTS AT KENNEL FLAT PECONIC LANE LOCATIONS WITH HVAC CONTRACTOR PRIOR : I CEILING SECTION TO START OF WORK I •. I •,.' •.' 9'-4"AFF FLAT CEILING PECONIC, �'Y 11958 INDICATES STEEL 2'x2"x3�$"- ' s`•'�' _ 2xim c.J. •• 4x6 PRESSURE TREATED SCTM #: STRUCTURAL TUBING DOWN TO II . •'• .�. ':s� ,III C.C. r ��•. •� FLUSH BEAM 1000-75-05-14.1 CONCRETE BELOW. TYPICAL Ar - s EACH KENNEL BAY I ; ' ". L —-J II L —_I . � `r 4 I 3-1%"x7-114" PARALLAM P.S.L. 4xio PRESSURE TREATED— ; ' °�'' I ;`' , RIDGE POSTS FROM ABOVE FLUSH BEAM TYPICAL FOR 4 9'-4"AFF FLAT CEILING A C D E T H J •� : :...4- KENNEL I tI I II _ I 9'-4"AFF FLAT CEILING HATCHED AREA INDICATES- I .'; .:• F- II I— °::�.•:. '': 8'-2" A.F.F. FLAT CEILING:, TYP. F '�' REFER TO "CEILING FRAMING L J II (4) 2x10 FLUSH BEAM DIRECTLY PLAN a 8'-2" CEILING" FOR I ' '► ° — I — : •° BENEATH RIDGE POST FROM ABV. FRAMING INFORMATION II ;• - •'' II `;• �• ., : I v : I • " II ..•: Owner.'' : I • •' SLOPED SOFFIT I. , �, ,! • • ' ,I LAT CEILING TOWN OF SOUTHOLD 9'-4"AFF,TYP. ( , 53095 Main Road 6 - \ - / \ •" / A \ / Southold,NY,71971 18 y • T 631 765 1800 • Joshua Y Horton,Supervisor L. °':•. '.' = I — (4) 2x10 FLUSH BEAM DIREGTL-- ° :•• LouisaP.Evans,TownJustice • LAT CEILING BENEATH KNEE WALL ABOVE _ William P.Edwards,Councilman Thomas H.Wickham,Councilman IPREP � I 9'-4"AFF,TYP. I REP (2) 2x10 FLUSH BEAMS AT CEILING Daniel C.Ross,Councilman B • ° John M.Romanelll,Councilman SKYLIGHT it4 , I I OPENING FOR SKYLIGHT TUNNEL ElrzabethA Neville,Town Clerk HATCHED • .. , I — I W/PARALLEL LIGHT WELL • • 11 2x10 G.J. I — TYPICAL ALL SKYLIGHT LOCATIONS Patricia A-Finnegan,Town Attorney 16 James A Richter,R.A.Town Engineer 8'-2"AFF FLAT CEILING,TYF'. I`' I / II I / Peter W.Harris,Superintendent of Highways SLOPED SOFFIT—\ , _ / �•' •• STORAGE I ' • SLi GE TAPERED AND WELL, J �'. °.•.. 6 o LAUNDRY I '• - LAUNDRY TYP. • :• i. �L I KENN L 2x10 G.J. 2> G.J. I KENN L ,�;°• l 4x/o PRESSURE TREATED ;° •: 16" O.G. 16" O. pENING REFLECTED ON E FLUSH BEAM - BOTTOM OF RATERS PLAN h s•. • s ^ ;:,. r. 3 PEN ING AT THE CEILING F. STO. JAN. SLOPED SOFFIT I STO. JAN. P MECH P MECH t • • STAFF 7"X9-1/4" PARALLAM I •• STAFF P.S.L. FLUSH BEAM 2x10 G.J. f:.. ' . :. • .• x Il: '.. :. , 16" O.C. m ����� I - Architect: cLo. I T I I i I l \ Lo. I STUDIO A/B ARCHITECTS 4 SI K CAjh- — I 4 SI K C 24190 Main Road,orient New York,11957 g I I 3 � T:631 323 1426 Li 2xlO C.J. CLASSROOM ,I — - - IF- -FC-1 � O.C. �———— ——— - ISO MEP and Supervising Engineer � ISO �, I �/ LI— L = J �� DESIGN LEARNED INC. LJ I I Iso G.J. r g 2xI0 G.J. 2AO G.J. O.G. 114-116 Main Street Norwich,CT 06360 I AM — ` I ELECT. s l io I, O.G. Ill O.G. AM ELECT. T•860 889 7078 I _ - - - —— 4 ( FERV-1ol Ll - s 4 r 2x10 G.J. Consulting Architect: NOTE: l I 4 'lr'� - �1�1 i I �" O.C. THE BACON GROUP Inc. GET ACQ. I r�I USE 2x10 LEDGERS I _ vi � TH I v�-'�7—O� � UT ACQ. _ _ t I o F LL p �� OF ICE Clleearwater.FL33759ad µ�.�I' � x2m' PARALLAM 2.2E COMMERCIAL I I T - o OFFICE I I I _ l� I GRADE P.S.L FLUSH BEAM I I I T 8137250111 HOLD/ACO DIRECTLY BENEATH KNEE II HOLD/ACO -j- s WALL ABOVE o 0 15 Cl 10 C.J. I ��IL-A -----� OC. -- 2x LEDGER SECURED TO WALL UNITS 2x10 G.J, t x10 G.J. t / Structural Engineer W/ GALV. EXPANSION BOLTS _ 16 O.C. 1�" o.c. _ ISLA ENGINEERING SERVICE CO. AS MANUFACTURED BY "HILTI". CONNECT c J s o _ _ „ x18 PARALLAM CEILING JOISTS TO LEDGER W/ FACE � �� 3-1/2 12 Centralwoods Lane MOUNT HANGERS. LEDGER SIZE SHALL - P.S.L. FLUSH BEAM Brookhaven,NY11719 MATCH MEMBERS HUNG TO THEM. —— r ' ' •�' (2) 2x10 FLUSH BEAMS EACH I 11 G-6 •2x10'C:J •. DROP-OFF LOBBY T:631 2867448 _ , e :� ey DROP-OFF DIRECTION AS SUPPORT MEMBERS 3-I/2"x9-I4" PARALLA TYPICAL ALL LEDGERS x r I I .'I�, S.G. NI I�° •: i LOBBY AT ALL HVAG EQUIPMENT LOCATION •:. ,. i P.S.L. FLUSH BEAM LOBBY v x S 1 ; `. ►,• ..o LOBBY -• • KNEEGWALLA BNETH OV E If 2 2 2x10 C.J. 2xlO C.J. �=3 NOTE: CJ� CAT I ro" O.C. 1 G" O.G. N � s " USE 2x8 LEDGERS 2x10 C.J. CAT m CAT THIS ROOM ONLY 16" OC AT CV I� AT JAMB LOCATIONS, —� - 9'-6"AFF FLAT SOFFIT PROVIDE "S VERTICAL BAR x FULLY GROUTED IN WALL UNIT, TYP ALL JAMBS OF _ '-8"AFF MASONRY SOFFIT m OPENINGS E�l • °; .. SLOPED SOFFIT • .. s y .:°•; : •, •• . .. .:: LOPED SOFFIT SLOPED SOFFIT •' �, •°.• '•..: • LOPED SOFFIT j.i° :► •; �' '' ' • • •'. W/XPOSED RAFTERS W/EXPOSED RAFTERS ••• !:. : • .°; : W/XPOSED RAFTERS W/EXPOSED RAFTERS . , • °'•' Aw 1 1 1 1 Date: Description: 1/31/0'7 RELEASED TO TOWN 14 -10" 3/0'_all 25'-ro" 77-0" s A B F J A B F J Drawing No: Sheet No: J� I N M I N L. A SCALE: 1/0" -0" 1 >L I N R M I N F L A - SCALE: 1/8" = 4 1 NOTE: NOTE: OF 1, BOTTOM OF ALL FINISHED CEILINGS INDICATED IN THIS PLAN SET AT 8'-2" AFF. I. BOTTOM OF ALL MEMBERS INDICATED IN THIS PLAN SET AT 9'-7" A.F.F. �� 2.REFER TO SHEET 64 FOR DETAILS 2.GONTRAGTOR TO SUBMI- FOR ENGINEER'S REVIEW A WALL CONTROL JOINT PLAN. REFER TO DETAIL 9, SHEET A4.2 FOR CONTROL JOINT INFORMATION. 3.REFER TO SHEET 64 FOR DETAILS SOUTHOLD TOWN A c D E G H ANIMAL SHELTER Ln UTTER AND OWN SPOUT, TYP. 7 -- 7 J GOOF FR,41"IINC� FLAN LEGEND Lill ------ -�------ f-------- r - INDIGATES 2x8, 106" O,G. FRAMED KNEE W4LL I I -------� h-------- I I --------I r------- FROM UNDERSIDE OF ROOF RAFTERS DOLLN To c.>-I.u. WALL OR BEAM BELOW i INDICATES ---_-- project #0503 ® POSTED LOAD -------a ----- - - ---- J t• r1 Ll SLOPED SOFFIT 11 n 1 1 SITE: -------� 1 �#r12 i 4:12 ------- I L------- PECONIC LANE L d Q C� I , 3 PECONIC, NY 11958 I I I I E-1 9 1- SCTM #: ' i 1 1000-75-05-14.1 - r y -------� ' ------- ------- ' L------- 2x8 RR i 2x12 RR a^ 2x12 RR i 2x8 RR 16" O�G, i I 16" O.G. I6" O.G. 1 16" O.G. ------- F-------- _ -------1 ------- -1 _ }- r - - El - - r 1 1� II Q Ll ------- r -_------ III I I -------------- 4 Owner: I TOWN OF SOUTHOLD 1 . 1 I I I I I I 53095 Main Road 6 J L , 17 Southold,NY,11971 ---____ ---------J L_v----- --------- ----------------, (2)2x12 HEADERS, TYPICAL T 631 7651800 AT SKYLIGHT OP1=N NGs - I Joshua Y.Horton,Supervisor Louisa P.Evans,Town Justice William P.Edwards,Councilman __I L_____________ u L Thomas H Wickham,Councilman (2)2x12 ROOF RAFTER TYPICAL Daniel C-Ross,Councilman s AT SKYLIGHT OPENINGS John M.Romanelli,Councilman Elizabeth A Neville,Town Clerk INDICATES 2X8, 16" O.C. Patricia A.Finnegan,Town Attorney IUIEE WALL DOWN TO _ _ _1 I 1 1 {_—____-- I I r Peter W.Harris,Superintendent of Highways C111,1. WALL BELOW 2x8 R.R. F1 2X12 ROOF RA ERS, 16" O.0 I SKYLIGHT AND James A Richter,R.A Town Engineer (TYPICAL) I6" O:C. 1 I SPLICE AT E WALL 1K L CONE SHAPED LIGHT WELL, I 1 4 2x12 RAFTERS, 16" O.C. TYP. ----- LJ = - - 1 - -4 SPL EAT KNEE WALL L J 1 1 `� w I I II X 0 I �----_— -------- ----------------J s 1 1 4:12 11 11 4:12 ' I - PC ------- --- ------------ BEAM BELOW SEE DWG. 52 ------- L 5 L J_______J L------------ 11 1 1 1 rl _J L_ 1 r.J L__-- THIS 2x8, 16" O.C. ____ i�====__-- i- - o d 1 _ Architect: KNEE WALL DOWN To ii- ii ii lrt— 1 STUDIO A/B ARCHITECTS BEAM IN CEILING 1 _ _ _— _ I_ Il _JJ—_ _ ❑ ❑ I I I 24190 Main Road,Orient FRAMING SYSTEM I J L____J 1�, _J L LU —�— I New York,11957 6 1 _______ C__� t� 1 T 631 3231428 S I n 1 2x12 ROOF RAF s, 16" O.C. r' } 1 1 x12 ROOF RAFTERS, I O.C. ' I P I SPLICE AT UWLL 5� ===-1 1 _� LI SPLICE AT KNEE W L IL MEP and Supervising Engineer.' DESIGN LEARNED INC. I I I 1 ^t 1 _x 114-116 Main Street — — — Norwich,CT 06360 ¢.12 I I 11 ^ I I r' I 7 860 889 7078 te ' L ---------J P TC I I 11 I I ' r=---,-----� L--- ------ L-------JI --------- --------------- r II I -i ----------- I11 i L e 4.12 1 Consulting Architect: THE BACON GROUP Inc. 4:12 I _ _ _ 1 — 2641 Sunset Point Road I ❑ 0 Clearwater,FL33759 T 813 725 0111 I I � 3 6 2x12 RAFTERS, 16" O.C. 2x12 ROOF RS, I61' I .G. Structural Engineer' SPLI AT KNEE WALL SPLICE A EEnw =__ ______ = THIS US, 16" O.C. ISLA ENGINEERING SERVICE CO. KNEE WALL DOWN To 3 ---i X r---------------- 12 CentralWoods Lane BEAM IN CEILING mI L-- —————— Brookhaven,NY11719 FRAMING SYSTEM _ _ _ - - - T:631286 7448 , I A I _ I L---- ------� r-----j --------- 3- ------� 3 r----J L_ J - J I z 2 L s w 2x12 RR, I6" O.G. 0 12 R.R., 16" O.G. r J SPLICE AT KNEE W SP CE AT KNEE WALL _ 1 I - Ell 1 - X I I L-1 r-I r \Y ---� r--i 1 2 J LJ L1 p1 r__J L_J Li- �4.12 i I 4.12 1 PITCH ' i PITCH s I I I I I I 1 C Date: Description: 1/31/07 RELEASED TO TOWN s A B F Drawing No: Sheet No: ® ® L. 42 SCALE: v8" = t'-m" OF I. REFER TO SHEET 54 FOR DETAILS 66 (1) USP-LOTA30 STRAP AT EACH S O U T H O L D TOWN RAFTER (22) 10d NAILS TOTAL 2x12 ROOF RAFTERS, 16" O.G. ANIMAL SHELTER 1/2" CD.X. PLYWOOD SHEATHING (1)USP-MTW30C TWIST STRAP AT EACH RAFTER (1)USP-RT30T STRAP RAFTER TIE 2x12 R.R., 16" C.G. RAFTER SPACING 16" O.C.MAX. 2x12 R.R., 16" O.C. AT EACH RAFTER (14) 10d NAILS INTO RAFTER (14) 10dxl-V/2 NAILS INTO PLATES - ---------- MIN.RAFTER SPACING lro" O.G.MAX. I 1L I ----------- STRAP TO LAP UNDER BOTTOM MIN. (14) 16d NAILS, WITH NNQ.NAILS 2x10 C.J., 16" C.C. OF LOWEST SILL PLATE MEMBER 2x10 C.J., 16" O.C. i At EACH END OF THE CONNECTION NAILING OF PLATE TO INCLUDE OUTSIDE FACE OF PLATE AND (2) 2x8 PRESSURE TREATED UNDERSIDE OF PLATE (2)2x8 PRESSURE TREATED *AT CATHEDRAL CEILINGS PROVIDE SILL PLATES. MMILAR TO SILL PLATES. SIMILAR TO USB RAFTER SUPPORT CONNECTORS STANDARD BOND BEAM. ` -' DETAIL 4, THIS SHEET. BOND BEAM REFER TO DTL. DETAIL 4,THIS SHEET. MODEL NO.MPe AT EACH RAFTER/ 36„ REFER TO DTL. 6, THIS BHT. ,�� 6,THIS SHEET. RIDGE CONNECTION. (EA SIDE OF 12" WALL UNIT BY NRG. RIDGE) PROVIDE (6) 10d NAILS IN `Ic y SOLID FILL COFMS, TYP. 04 HOOK. EMBEDDED 6" INTO RAFTER 4 (fib) 10d NAILS IN RIDGE 8p F BOND BEAM AT 24" O.C. WINDOW BOND BEAM. REFEFZ '4r PROVIDE HORIZONTAL REINFORCEMENT 12" WALL UNIT BY N.R.G. fro" O.C.FRAMED KNEE WALL TO DTL. &A, THIS BHT. }' "DUR-O-WALL" MODEL NO. DA3100, SOLID FILL GORES, 'I'fP. project#0503 UP TO ROOF RAFTERS.FIELD STANDARD WEIGHT,S GA MATERIAL VERIFY KNEE WALL HEIGHT FACE NAIL RAFTERS a SPLICE W/ r4 Ibd NAILS, roll O.C. STAGGERED REFER t0 ARCHItECTURALs E�I/LERWIALL OTg ER COURSE, TYPICAL P CONIC LANE FOR ALL WINDOW INFOFaIATION (TYPICAL) NY-- 112" PERIMETER EXPANSION PECONIC, 58 SECURE 2x10 G.J. TO STUDS JOINT (2) 2x8 PRESSURE CREATED SILL + #: 6" POURED CONCRETE SLAB SCTM SCTM 5-05-14.1 C: I.U. BOND BEAM,REFER t 51 " W/ 6x6-IJ0/10 WELDED WIRE TO DTL. 6, THIS SHEET GRADE FABRIC e GROUT SOLID CORE WALL UNITS. REFER TO PLAN FOR WALL UNIT SIZE 05 HOOKS a 48" O.C. WITH ! VIDE ro MIL VAPOR 25" MINIMUM LAP AT SPLICE BARRIER UNDER SLAB To DETAIL , THIS� REFER �+ WITH VERTICAL RE-BAR ' ' OVER WELL COMPACTED 70 DETAIL 5, THIS SHEET SOIL B RIGID INSULATION AS REQUIRED • • . • • • • 12"Hx3VW POURED CONCRETE FOOTING WITH (3) 5 BARS NOTE: FOOTING REFER TO DETAIL 1, THIS SHEET FOR ALL OTHER REINFORCING, C:OONECTIONS 4 OTHER TYPICAL STRUCTURAL INFORMATION. TOWN OF SOUTHOLD I � L. 1 N7 10 5 A I N6 �AL.L. rf TYP I SAL. AAL.L. 9 � I N�OA L.CCA71CN5 ri--�7%il000pf= I X7 R 10 � A I NC7 ?NAL L TSout ld 5Mai Road 80971 ;4 NOT TO SCALE 54 NOT TO SCALE S� NOT t0 SCALE Joshua Y Horton,Supervisor Louisa P.Evans,Town Justice William P.Edwards,Councilman NOTES: Thomas H Wickham,Councilman 1.U6E USP LUMBER FASTENERS OR APPROVED EQUAL. LREFER TO ARCHITECTURAL DETAILS 3 4 4, SHEET A42 FOR MORE INFORMATION I.RREFER TO ARCHITECTURAL DETAIL 4, SHEET A42 FOR MORE INFORMATION John M.Romanelli Daniel C-Ross, uC Councilman 2 THIS DETAIL MEETS 120 M.P.H.WIND LOAD CRITERIA 2.USE USP LUMBER FASTENERS OR APPROVED EQUAL. 2.USE USP LUMBER FASTENERS OR APPROVED EQUAL. Elizabeth A.Neville,Town Clerk 37HIS SCHEDULE MEETS 120 M.P.N.WIND LOAD CRITERIA 3THIS SCHEDULE MEETS 120 M.P.H. WIND LOAD CRITERIA. Patricia A-rinnegan,Town Attorney Peter W.Harris,Superintendent of Highways James A.Richter,R A Town Engineer 2x8 KNEE WALL STUDS I6" O.C. ° UP TO ROOF RAFTERS ABOVE e e re as of e e° of so ° e so is ° USP LstA21 STRAP AT ° '' ° EACH STUD. FASTEN is W/ (16) 10d, I-V2u LG.NAILS Is EACH COIL STRAP SHALL Architect: e° LAP UNDER SILL PLATE < so° Ie MIN. 4" ABOVE SILL ON STUDIO A/B ARCHITECTS ° OTHER SIDE OF WALL STUDS 24190 Main Road,Orient ° (NOT SHOWN FOR CLARITY New York,11957 PROVIDE HORIZONTAL REINFORCEMENT S VERTICAL RE-BARS, 48" O.G. so PURPOSES) T 631 3231426 "DUR-O-WALL" MODEL NO. DA3100, 5" (MINJ of STANDARD WEIGHT, 9 GA MATERIAL GROUT SOLID CORE 4a"4 ANCHOR BOLTS SPACED 36" O.G. EVERY OTHER COURSE, TYPICAL WALL UNITS. REFER TO PLAN ST520 BY USP USP ST520 ANCHOR (2) 2x8 PRESSURE TREATED ALL WALLS FOR WALL UNIT SIZE r.• MEP and SupervisingEnginee (2) 05 CONTINUOUS REBAR BOLT 36" O.C. BILL PLATE S HOOKS a 48" O.G. WITH roll POURED CONC. SLAB MIN. 3" X 3" WASHER t NUT DESIGN LEARNED INC. 25" MINIMUM LAP AT SPLICE: W/ 6x6-1.0/1.0 WELDED USP LBPS12 114-116 Main Street / ;' WITH VERTICAL RE-BAR WIRE FABRIC (2) 2x8 PRESSURE TREATED SILL PLATES Norwich,CT 06360 T-860 889 7078 Al CONCRETE BOND BEAM / GROUT FILLED SOLID (2) «5 CONTINUOUS REBAR s BOND BEAM PER PLANS / . (2)05 CONTINUOUS REBAR /, ; ,/;' ' CONCRETE BOND BEAM • 0 NOTE- Consulting Architect: B GROUT FILLED SOLID = �. ALL METAL HANGERS, CLIPS,NAILS, BOLTS SCREWS, ETC. IN THE BACON GROUP Inc. DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE REFER t0 ARCHITECtURALS 2641 Sunset Point Road FOR AL! WINDOW INFORMATI01 TRIPLE DIPPED GALVANIZED MEMBERS APPROVED BY Clearwater,I'L33759 (TYPICAL) «4 HOOKS EMBEDDED roll INt ' ' ' 1'-0" MANUFACTURER TO RESIST CORROSION FROM PRESSURE T•813 725 0111 / , NP-G. WALL UNITS PER PLANS TREATED LUMBER BOND BEAM At 24" O.C. POURED CONCRETE HAUNCH REINFORCED WITH (2)05 BARS NOTE: THIS DETAIL ALSO DEPICTS SILL TO TOP OF EXTERIOR SEARING As SHOWN WALL CONNECTION ructural Engineer St LA ENGINEERING SERVICE CO. �� BOND A1� D 7A I L & STANDARD ONDr5--�7%i000f= ICAL HAUNC.,H4 51 LL GONN �710N5 KNEEAAL.L 5 12Cenanaa od Lane S 4 A Y � `�A IL S NOT t0 SCALE J NOt t0 SCALE T:631 286 7448 I NOTES: SCALE: I-!,z"■I'-0" SCALE: I-112"■1'-0" I.USE USP LUMBER FASTENERS OR APPROVED EQUAL. 2THIS SCHEDULE MEETS 120 M.P.H. WIND LOAD CRITERIA. CONCRETE MASONRY BOND BEAM UNITS 05 CONTINUOUS HORIZONTAL • RE INFORCEMNT BARS C COLUMN (— 4" 4"FILL BOND BEAM SOLID GROUT ^ 05 VERTICAL REINFORCEMENT i vt I all CONCRETECONCRETE WALL HELD a I s I Date: Description: AA • . COLUMN 2"x2"x'b" TRIG SQUARE STRUCTURAL 1/31/O'7 RELEASED TO TOWN I I TUBING - ASTM A500 STEEL,GRADE B 6"x3"xl/z" THK. BEARING PLATE Cq I _ _ A-36 STEEL LAP BOND BEAM REINFORCEMENT I I SECURE STEEL PLATE TO CONCRETE MASONRY BOND BEAM CONCRETE WITH (2) V24 A-301 WITH PART OF FAGESHELL REMOVED I I BOLTS WITH MIN."I" EMBEDMENT TO ACLU IMODATE REINFORCEMENT lA INTO CONCRETE. L--------,IV ---------J v Drawing No: Sheet No: FLAN D TA 1 L O`ND 5EAY CORNER -� CCLUYN/5,A5E PLAT 43E OF 66 NOT TO SCALE PIPE HANGING AND SEISMIC BRACING DETAILS SECOND FLOOR EARTHQUAKE BRACE AND SURGE RESTRAINT COMPONENTS WOOD JOIST SPRINKLER SYSTEM SCOPE-OF-WORK TOLCO FIG. 1000 FAST CLAMPS UNDERWRITERS UL / DRAWINGS SP-1 THRU SP-3 REPRESENT THE DESIGN OF THE SPRINKLE 0 D SU9 FLOOR R SYSTEM FOR THE NEW S UTHOL ANIMAL SHELTER, NY. N LABORATORIES ; �- LISTED, MUST BE USED WITH TOLCO U.L. LISTED FACTORY MUTUAL ACCEPTED THIS SCOPE-OF-WORK IS PROVIDED AS A GENERAL GUIDE, THE SPRINKLER CONTRACTOR IS TO READ AND UNDERSTAND THIS FIRST. Z ATTAFIG. 909 OR FIG. 9 MENTS O SWIVEL FITTINGS CONSULT FACTORY / / THE SPRINKLER CONTRACTOR SHALL CONTACT DESIGN LEARNED. INC. WITH ANY QUESTIONS REGARDING ITEMS WHICH ARE TO BE INCLUDED OR Z) 0 ( OR FIG. 975 OR FIG. 908 STRAIGHT FITTINGS NOT TO EXCEED EXCLUDED IN THE CONSTRUCTION. THE SPRINKLER CONTRACTOR SHALL PROVIDE AND INSTALL ALL OF THE SPRINKLER PIPING AND EQUIPMENT o a TYPICAL APPLICATIONS 22 INCHES INDICATED IN THIS SCOPE, ON THE DRAWINGS, AND IN THE SPECIFICATIONS, UNLESS OTHERWISE INDICATED. THE SPRINKLER CONTRACTOR SHAALSO LL INCORPORATED BIDDINGEAND COMMENCING WORK,LE FOR DINGANY AND OR UNDERSTANDING SUGGESTIONSARCH FOR AL ALTERATION TO THIS DESIGN L PLUMBING, LAREDTO BE DIRECTEDI WO THE EINGS NOR GINEER, 796 EAST HARRISON ST, DESIGN LEARNED. INC. (860) 889-7078. CORONA, CA, 91719 THIS PROJECT INCLUDES ALL PIPING AND EQUIPMENT TO CREATE A SPRINKLER SYSTEM THAT SERVES ALL AREAS OF THE SOUTHOLD ANIMAL SHELTER FACILITY. THE FACILITY WILL BE SERVED BY A WET SPRINKLER SYSTEM FOR THE MAIN LEVEL AND A DRY SYSTEM TO SERVICE THE U.S.A. o TOLCO FIG. SPACE FOR ATTIC SPACE, WITH PIPING INSTALLED AS CLOSE TO THE STRUCTURE ABOVE AS POSSIBLE. PENDENT AND SIDEWALL HEADS WILL PROTECT THE (909) 737--5599 \—TOLCO FIG. 909 OR 910 0 ��To 6 INCHES SPRINKLER HEADS FIRST LEVEL AND DRY TYPE, UPRIGHT HEADS WILL PROVIDE COVERAGE FOR ALL ATTIC SPACES. FAX (909) 73 909 OR 910 7-0330 � THE SPRINKLER CONTRACTOR IS TO PROVIDE COMPLETE SHOP DRAWINGS AND HYDRAULIC CALCULATIONS FOR HIS FINAL DESIGN PROPOSAL- TO IHEP_BQJECT ENGINEER (DESIGN LEARNED. INC.. 860-889-7078). AS WELL AS TO THE LOCAL ARE MARSHAL g TOLCO FIG. -� CEILING THIS SPRINKLER SYSTEM SHALL BE IN COMPLIANCE WITH THE 1999 EDITION OF NFPA 13. ALL EQUIPMENT AND PIPING SHALL BE NEW, LISTED a F 909 OR 908 PER SECTION 5-6.4.1.2 PRODUCTS. THE SPRINKLER CONTRACTOR SHALL SUBMIT MANUFACTURERS CUT SHEETS FOR ALL FIXTURES AND EQUIPMENT TO DESIGN LEARNED, a o Z o 0 _ O nRST FLOOR INC. FOR APPROVAL. THE SPRINKLER CONTRACTOR SHALL PROVIDE ALL FIXTURES, PIPING, FITTINGS, ACCESSORIES, AND INSTALLATIONS TO o W~ m a o CREATE NEAT, OPERATING SYSTEMS ACCEPTABLE TO THE ENGINEER AND TO LOCAL AUTHORITIES HAVING JURISDICTION. oTo z w awm Uzi -' TOLCo FIG. 1000 UNDER OBSTRUCTED CONSTRUCTION, THE SPRINKLER _= FAST CLAMP DEFLECTOR SHALL BE LOCATED WITHIN THE HORIZONTAL BEFORE CONSTRUCTION BEGINS, THE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS NECESSARY TO Z - PLANES OF 1 TO 6-INCHES BELOW STRUCTURAL COMPLETE THIS INSTALLATION. THE SPRINKLER CONTRACTOR IS ALSO RESPONSIBLE FOR ESTABLISHING WATER FLOWS AND PRESSURES REQUIRED NJ °° w w O MEMBERS AND NO MORE THAN 22-INCHES BELOW THE ^$ BY THIS DESIGN, AND FOR COORDINATING THOSE NEEDS WITH THE CAPABILITIES OF THE BUILDING SPRINKLER SYSTEM. THE SPRINKLER o �, LATERAL (TRANSVERSE) BRACE CEILING/ROOF DECK. CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING AND COORDINATING WITH THE BUILDING ENGINEER IN ORDER TO ENSURE THAT THIS SYSTEM `°o Z PIPE CLAMP (TOLCO FIG. 4A) IS INSTALLED IN ACCORDANCE WITH THEIR REGULATIONS AND GUIDELINES. ~ .0 w" wir USED IN LONGITUDINAL BRACE ;Zo Z LEAF SPRING (OPTIONAL METHOD) CONFIGURATION AND TYPICAL SPACING AND SPRINKLER LOCATION ABOVE CEILINGSv ORIENTATION BEFORE NUTS ARE TIGHTENED t � W C o PLUMBING MECHANICAL ROOM rr LATERAL (TRANSVERSE) TOLCO FlG. �� Ca BRACE 909 OR 910 �-TOLCO FIG. 909 OR 910 ALL HANGERS ARE TYPICALLY 6-8 FEET APART ON 2 1/2 INCH AND 1 1/4 INCH PIPING. TOLCO FIG. 1000 �� --TOLCO FIG. 907 3 ATTIC DRY INCH UP 0 AIR c TOLCO FIG. 1000 -� SPRINKLER SYSTEM MAINTENANCE SHUTOFF DEVICE VALVE � TOLCO a FIG. 1000 MAX. 3' E FAST CLAMP a LEAF SPRING CONTRACTOR NOTE DRY PIPE 3 VALVE SHOWN FLAT LONGITUDINAL/4 WAY BRACE 2 INCH DOMESTIC SYSTEM (OPTIONAL METHOD) SPRINKLER CONTRACTOR IS TO PROVIDE AND INSTALL ALL PIPING, VALVES, AND FITTINGS REQUIRED FOR WATER SUPPLY CHECK COMPRESSOR o NOTE: TO ASSURE TOLCO FIG. 25 SURGE RESTRAINER ALL NEW BRANCH MAINS TO SERVE THE HEAD LAYOUT AS SHOWN ON THESE DRAWINGS. THE SYSTEM IS VALVE MINIMUM REQUIRED TO BE TESTED BY THE INSTALLING CONTRACTOR WITH THE FIRE MARSHAL AND THE ENGINEER PRESENT To 3 INCH TO FIRST TORQUE-TIGHTEN HEX TYPE 1- FOR USE WITH 1" AND 1 1/4- PIPE AND HANGER. WITNESS THE FINAL TESTING. FLOOR WET NUTS UNTIL LEAF TYPE 2- FOR USE WITH 1 1/2" AND 2" PIPE AND HANGER SPRINKLER SYSTEM SPRING IS FLAT AUTO-SHUTOFF VALVE FOR TOLCO TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY f SUPPLYMESTIC BAND HANGER WITH TOLCO BAND HANGERS FIG. 200, NFPA, 4-INCH FIRE TO RESTRICT UPWARD MOVEMENT OF PIPE WITHIN FIRE STOP SYSTEM NOTES — CONNECTION DEPT. " t ® THE HANGER AS IT OCCURS DURING SPRINKLER CONTRACTOR SHALL PROVIDE AND INSTALL AT ALL WALL AND FLOOR PENETRATIONS A PERMANENT FIRE C�NHNC� J HEAD ACTIVATION OR EARTHQUAKE TYPE ACTIVITY STOP SYSTEM. THE PENETRATION SEAL MATERIAL MUST BE UNAFFECTE) BY MOISTURE AND MUST MAINTAIN THE INTEGRITY OF THE FLOOR OR WALL ASSEMBLY FOR ITS RATED 11ME PERIOD. SYSTEM RISER ALARMED AND INDICATING O.S.& Y. GATE VALVE FLOOR GRADE �— r=n Z \j j •.11. vJ p E NOTE: CAN BE USED TO RESTRICT EITHER 8-INCH SUPPLY PIPE FROM/ �\ / / / \ / / / / /�� \\ WATER MAIN IN STREET. JO STEEL PIPE OR CPVC PLASTIC PIPE. / /\\\ // \\ \/ / \ /\ \\\ � _ SPECIFICATIONS Z SPECIFICATIONS ARE PROVIDED IN A-SIZE FORMAT AND ARE PART OF THIS CONSTRUCTION DRAWING SET. Q IT IS THE RESPONSIBILITY OF ALL CONTRACTORS TO READ AND UNDERSTAND ALL SPECIFICATIONS BEFORE BIDDING AND BEFORE BEGINNING WORK. CONTRACTORS WILL BE HELD TO THE SPECIFICATIONS AND HORIZONTAL OBSTRUCTIONS DRAWINGS. WE WILL NOT APPROVE ANY CHANGES, REWORK, SUBSTITUTIONS, OR OMISSIONS DUE TO THE CONTRACTORS FAILURE TO FOLLOW THE SPEOF?CATIONS. KEY: = ALARM VALVE �CbI/II--II/ICbI = DOUBLE CHECK VALVE ASSEMBLY DISTANCE FROM MAXIMUM ALLOWABLE DISTANCE OF DEFLECTOR SPRINKLERS TO SIDE OF ABOVE BOTTOM OF = 0. S. & Y. OR GATE VALVE = PRESSURE GAUGE OBSTRUCTION (A) OBSTRUCTION (IN.) (B) CEILING W F LESS THAN 1 FOOT 0 ♦_ O 1 FT TO LESS THAN 1 FT 6 IN 2 1/2 A 1 FT 6 IN TO LESS THAN 2 FT_ 3 1 2 = CHECK VALVE = FIRE DEPT. CONNECTION , J 2 FT TO LESS THAN 2 FT 6 IN W 2 FT 6 IN TO LESS THAN 3 FT 7 1/2 B IL 3 FT TO LESS THAN 3 FT 6 IN 9 1/2 SPRINKLER SYSTEM RISER DIAGRAM NO SCALE 3 FT 6 IN TO LESS THAN 4 FT 12 OBSTRUC11ON W 4 FT TO LESS THAN I FT 6 IN 14 ui 4 FT 6 IN TO LESS THAN 5 FT 16 1/2 ELEVATION VIEW O J 5 FT AND GREATER 18 Q 0 POSITION OF SPRINKLERS TO AVOID OBSTRUCTIONS TO ¢ Z DISCHARGE (STANDARD COVERAGE UPRIGHT AND PENDENT o W Q SPRAY SPRINKLERS) (1999 NFPA 13, TABLE 5-6.5.1.2) SPRINKLER SYSTEM DESIGN DRAWING ELEMENTS I PER 1999 NFPA 1 �, SECTION 8- 1 . 1 . 1 � � OBSTRUCTION LIMITATIONS ON DESIGN No SCALE z G EHAZARD CLASS OF AREAS: LIGHT HAZARD MAXIMUM DISTANCE BETWEEN HANGERS ff O SIZE OF CITY MAIN IN STREET: 1 8 INCH PRESSURE FIGURES OF CITY MAIN: STATIC 65 RESIDUAL 50 FLOW GPM 2370 GPM FOR BLACK STEEL SPRINKLER PIPING C OTHER SOURCES OF I,NATER:I N/A NOMINAL PIPE MAXIMUM HANGER NOMINAL PIPE MAXIMUM HANGER MAKE, TYPE, & NOMINAL ORIFICE SIZE OF PENDENT SPRINKLER HEADS ON 1ST FLOOR: 1 (38) VIKING "M" SERIES, SUBMIT FOR APPROVAL SIZE (IN) SPACING (FT-IN) SIZE (IN) SPACING (FT-IN) THESE DRAWINGS BASED ON ARCHIIECTURAL DRAWINGS RECEIVED 12/18/06. MAKE, TYPE, & NOMINAL ORIFICE SIZE OF SIDEWALL SPRINKLER HEADS ON FIRST FLOOR: 31 VIKING "M" SERIES, SUBMIT FOR APPROVAL 3/4 N/A 3 N/A —REVISIONS CONTRACTORS: MAKE, TYPE, & NOMINAL ORIFICE SIZE OF DRY UPRIGHT SPRINKLER HEADS FOR ATTIC SPACE: 35 VIKING STANDARD RESPONSE DRY, VKI 60 1 12-0 3 1/2 12-0 p 1. CONTRACTORS SHE PERFORM WORK IN A NEAT, PROFESSIONAL,WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING TOTAL AREA PROTECTED, AND NUMBER OF SPRINKLERS, ON FIRST FLOOR SPRINKLER SYSTEM: -6,916 SF / 69 HEADS p AND FIRE SAFETY CODES INCLUDING Nl RELEVANT CODES AND SJPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING 1 1/4 12-0 4 12-0 ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHCRITTES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. TOTAL AREA PROTECTED AND NUMBER OF SPRINKLERS, IN ATTIC SPACE SPRINKLER SYSTEM: -4,770 SF / 35 HEADS 2 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN 1 1/ 15-0 5 15-0 TH�ESE�DRAWINGSOAND I OF NCORPORATED ANY EL g�j CI�IONPED FOR NCIES OR THE PURPOSE OFF CONSTRUCTION; IF ADDITIONAL INFORMATIONS NEEDED FOR FERENCES PRIOR TO COMMENCING CONSTRUCTION. PIPE TYPE AND SCHEDULE OF WALL THICKNESS: BLACK STEEL TYPE OF FITTINGS & JOINTS: THREADED 2 15—o s 1 15-0 p ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. MAKE & MODEL OF ALARM BELLS: SUBMIT FOR APPROVAL SPRINKLER ELEVATIONS ABOVE FINISHED FLOORS: VARIABLE 2 1/2 15-0 ---1 18 1 15-0 SUBMITTALS AND CHANCES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. MAKE, MODEL, & SIZE OF BACK FLOW PREVENTERS: SUBMIT FOR APPROVAL NOTES: 1999 NFPA 13, TABLE 6-2.2 DRAWN: �g APPR. BY: C$� 3. CONTRACTORS SHUT PRODUCE COMPLETE. OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED DATE: Q�-�-Q] INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR .'ONIINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK SCALE: NO SCALE H MEANS ACCEPTANCE OF THESE CONDITIONS. SHEET NUMBER: 44 OF 66 COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED 1. THESE DESIGNS AND DRAWINGS ARE 111E PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE s P A cn z IJ J D N z PASS THROUGH SIDEWALLS CONTRACTOR NOTE PER NFPA 13 1999, SECTION 5-7.4.2.2, SIDEWALL SPRINKLERS, WHERE INSTALLED UNDER A SLOPED CEILING, SHALL BE LOCATED PER NFPA 13, SECTION 5-13.17, READILY AT THE HIGH POINT OF THE SLOPE AND POSITIONED TO REMOVABLE FITTINGS SHALL BE PROVIDED AT DISCHARC; DOWNWARD ALONG THE SLOPE. THE END OF ALL CROSS MAINS. ALL CROSS MAINS SHALL TERMINATE IN 1 1/4 OR PER NFPA 13 1999, SECTION 5-7.3.1.2, SIDEWALL SPRINKLER LARGER PIPE. SHALL NOT BE INSTALLED BACK-TO-BACK WITHOUT BEING SEPARATED BY A CONTINOUS LINTEL OR SOFFIT. o 0 a w OOU Zp O U Z R af U 0 n U w O _ W ZZ 0 0 J J LL w< 2 J W a LL Q SKYLIGHT HEADS Z w W F-LL Li O (7 LL PER NFPA 13, SECTION 5-3.1.4.2 (4), o Iwo 65 PSI SPRINKLERS UNDER GLASS OR PLASTIC J w N w0 �gci's set 2: ZV RESIDUAL: 50 PaI SKYLIGHTS EXPOSED TO DIRECT RAYS OF FLOW: 2370 GPO THE SUN SHALL BE OF THE 0 FLOW® 20 PSI: INTERMEDIATE-TEMPERATURE CLASSIFICATION. Tbf 4290 GPM 9'-4KEN EL K NNEL 8 INCH RISER TO SUPPLY FIRST FLOOR WET — SPRINKLER SYSTEM AND ATTIC SPACE DRY SYSTEM. 2 INCH DOMESTIC SUPPLY OFF 8 INCH MAIN WITH (� CA U C AUTOMATIC SHUT-OFF IN CASE OF FIRE. O ' ICK o E E T. HOLDo 1 INGI 2RCF(KENNEL ELEVATION DETAIL 4 ul DOB Y oTE v N N Nam INC 151NC 3 INOd 31NCH 2.5IN . IN 2.51NCH 2.51NCH 1 INCH STORAGE Z 1 N 1 1.5 JKICH 1 IN H INCH P ECH = CH ? O Z T O 8 1 INCH o A _ 1 INCH O a 0 Z INC 1 INCH 3 4 NDRY 1 M FFICE D = o = 1 INCH 1 NCH C Z Z ROOM 1 Z 1 INCH O 1 INCH � INCH FO RSTO. 1.25 INCH�1.5CH 2 INCH 2 INCH 2 IN 1. IN 1.5 1 CH 1 INCH 1 INCH 1 INCH z DOWN DOWN DOWN =4 CH 2.5 INCH S��r 2.5 N 2.5 INCH 2 INCH = 1.25 1.5 N 1 '11dC1#�' z INCH 1 INCH N U = U C.)a 1 5 CN S = _ — z z KENNEL Z KENN 1INCH N Q �— z J O L). z J O O O O :7 W ST EF — = 1 INCH U Q 711 ", � z 1 INCH = 0 Z L BY o `q co, _I o a z Lj CPTQQ � 1 NCH 1 I N o� a+ vJ GET ACQ. �— z 1 I CH 1 J N1Z— CINCH SSRO CLASSR Z 1 INCH Z oq 0 W � W Q J V C� O � 3 J 0 LL J BUILDING CLASSIFICATION f-- z o� 8� � 6� 24� LEGEND z TIRE BUILDING IS CLA SSIFIED AS LIGHT HAZARD PER NFPA 13 STANDARDS.G O = UPRIGHT SPRINKLER HEAD LL � O = UPRIGHT/PENDANT COMBINATION THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. ® = PENDANT SPRINKLER HEADS REVISIONS CONTRACTORS: 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING ® = SIDEWALL SPRINKLER HEADS AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMETS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORTIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN LEARNED INCORPORATED OF ANY DISCREPANCIES INCONSISTENCIES OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. F THESE DRAWINGS AND DESIGNS HAVE BEEN DNtLOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE. VIE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN: JTB APPR. BY: CSL 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES DATE: 01-31-07 WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK SCALE: 1/8• - l'-Ow H MEANS ACCEPTANCE OF THESE CONDITIONS. COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED SHEET NUMBER: 45 OF 68 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE - 2 D(PRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. I SP SCALE: 1/8' = 1' 0" 2.5 INCH z S P 2 INCH z Sp 2 INCH ? 3 INCH DRY PIPE UP FROM = RISER IN FIRST FLOOR "' "'• z Z A MECHANICAL ROOM zLq S z CN Z J - x x Lq Z Z Z\ 2.5 INCH 2.5 INCH x P 2.5 INCH N N 00 � Z z z ►n ♦CL� IN V1 x Lo Z U J o x J x Lo ENTRANCE CAT ROOM CAT ROOM Z U U 1 INCH N z z UP Z-i OPEN TO Z B �, 1 INCH 1.5 INCH BELOW a LD d J W • ----------------------------------- - - ---------- -------------------------------- [V � OUz0 Z� 1 INCH J oab=w �x Z ��zZiW ati a J Z OPEN TO BELOW x SCALE: 1/8" = 1' 0" o W w m U V O L Lu Q --------------------------------- ~o x x Z o� rng cn� U U to oO �ry z U x x Z_ Z_ N 10 i Z U U ----------------------------------------------------------------------- Lo 1 INCH 1 INCH Z x01 ----- ----------- 2.5 INCH S P 2.5 INCH = Sp ki f z z 1 INCH z_ J z� Sp � ' OPEN TO 1.25 / : Lo m] N N OPEN TO •, BELOW INCH) C-i 2.5 INCH 0 1 INCH � 1 INCH BELOW z G UP 1 INCHlu . x UP Lq ? Z z ACQ PUPPY CORR. OFFICE CORR. HOLDING 1 INCH C14 — _ U N UP Ca Z S P 1.5 INCH S P 1 INCH J C-i x U n Z c U VI N o Z Lq IG CV 0- O _ a 1 INCH � ail o SCALE: 1/8' = 1' 0" 1 INCH `14 UP 2.5 INCH 6 SP c a` D 'c 0 Arnc Sp SP CLASS ROOM WOMEN MEN CORR. GROOM EXAM CORR. ELEC W Q � � KENNELS J W O = u) z D J o LEGEND O Q = SCALE: 1/8' = 1' 0" o = UPRIGHT SPRINKLER HEAD 7 V) O = UPRIGHT/PENDANT COMBINATION �/ Q SP p ® = PENDANT SPRINKLER HEADS Sp ® = SIDEWALL SP,r%'INKLER HEADS F CLASS ROOM CORR. CORR. GROOM SICK CAT CORR. ISO ISOLATION °C o o � ENTRANCE W W UJJ C9 Z W J o ROOF LINE (ISOMETRIC VIEW) NO SCALE VU V 8 SCALE: 1/8" = 1' 0" 9 SCALE: 1/8" = 1' 0' G S S Q P THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. ______ REVISIONS CONTRACTORS: KENNEL KENNEL 0 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSDNAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING ALL. RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING Al ANY AND ALL BUILDING PERMIT!) AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. CORR. STO. JAN. n PLUMB. STATIC: 65 PSI CORR. FOOD PREP/ STORAGE 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN MECH. RESIDUAL: 50 PSI LAUNDRY LEARNED INCORPORATED OF ANY DISCREPANCIES, INCONSISTENCIES OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. FLOW: 2370 GPM THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED I FLOW® 20 PSI: 4290 GPM INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. DRAWN: SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. A A SP SP aJTB APPR. BY: CSL 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES DATE: - -0] WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK SCALE: 1/8' - T-Ow H MEANS ACCEPTANCE OF THESE CONDITIONS. SHEET NUMBER: 46 OF 66 COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE NOTE: SECTION VIEWS AND ELEVATIONS PROVIDED BY STUDIO A/B TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE �s D(PRESS, WRITTEN CONSENT 017 DESIGN LEARNED INCORPORATED. s P PLUMBING SCOPE-OF-WORK DOCUMENTS P1 THROUGH P6 REPRESENT THE GENERAL SCOPE-OF-WORK AND PLUMBING DESIGN FOR THE NEW TOWN OF SOUHOLD ANIMAL SHELTER IN SOUHOLD, NY. ALL PLUMBING IS TO BE NEAT, CLEAN, LEVEL, A PLUMB AND ATTRACTIVE. ALL SUPPLY PIPING, WITHOUT EXCEPTION, IS TO BE INSULATED, TAPED, AND SEALED. VALVES, EQUIPMENT, METERS, AND PIPING WILL BE LABELED. PROVIDE ACCESS PANELS TO SHUT-OFF VALVES, TRAPS AND FIXTURES AT ANY LOCATION OTHERWISE INACCESSIBLE. cn z IS SCOPE-OF-WORK IS PROVIDED AS A GENERAL GUIDE. THE PLUMBING CONTRACTOR IS TO READ AND UNDERSTAND HIS FIRST. J PRESENTLY SOUHOLD, NY IS CONFORMING TO HE 2000 INTERNATIONAL PLUMBING CODE. ALL PLUMBING DESIGN IS BASED ON THESE CODES. z 0 THESE PLUMBING DESIGN DRAWINGS ARE NECESSARILY SOMEWHAT SCHEMATIC, THEREFORE HE INSTALLING CONTRACTOR MAY NEED TO ADJUST HE ROUTING OF PIPING, AND MUST BE VERY CAREFUL TO COORDINATE WITH 0 OTHER TRADES. HE PLUMBING CONTRACTOR SHALL CONTACT DESIGN LEARNED, INC. WITH ALL QUESTIONS REGARDING ITEMS WHICH ARE TO BE INCLUDED OR EXCLUDED IN HE CONSTRUCTION. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL OF THE PLUMBING EQUIPMENT AND FIXTURES INDICATED IN THIS SCOPE, ON HE DRAWINGS, AND IN THE SPECIFICATIONS, UNLESS OTHERWISE INDICATED. HE PLUMBING CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR READING AND UNDERSTANDING ALL ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO BIDDING AND COMMENCING WORK. ANY QUESTIONS OR SUGGESTIONS FOR ALTERATION TO HIS DESIGN ARE TO BE DIRECTED TO HE ENGINEER. GENERAL PLUMBING DESIGN: THE OVERALL PROJECT REQUIRES HE COMPLETE PLUMBING DESIGN LAYOUT AS SHOWN FOR THE NEW TOWN OF SOUHOLD ANIMAL SHELTER IN SOUHOLD, NY. E3 DOMESTIC WATER SUPPLY: a o 0 G a A NEW 2 INCH SUPPLY LINE SHALL FEED HE DOMESTIC WATER SUPPLY FOR HE BUILDING. HE DOMESTIC LINE WILL COME OFF OF THE 8 INCH MAIN SUPPLYING HE FIRST FLOOR AND ATTIC SPRINKLER SYSTEMS. HE Z Z DOMESTIC SUPPLY WILL BE FITTED WITH AN AUTOMATIC SHUT-OFF VALVE TO DIVERT ALL WATER TO HE SPRINKLER SYSTEM IN HE EVENT OF A FIRE EMERGENCY. ALL SUPPLY PIPING SHALL BE INSULATED WITH X INCH ARMSTRONG AP ARMAFLEX PIPING INSULATION OR EQUIVALENT. ADDITIONALLY, ALL FITTINGS AND VALVES SHALL BE INSULATED IN AN APPROVED MANNER. ALL PIPE INSULATION SEAMS SHALL SE TAPED AND SEALED. 0 Z W a m z CONTRACTOR SHALL CAREFULLY INSTALL INSULATION TO ENSURE A NEAT APPEARANCE. EACH SUPPLY PIPE TO A FIXTURE OR PIECE OF EQUIPMENT SHALL HAVE A SHUT OFF VALVE. ALL WATER HAMMER ARRESTORS SHALL BE INSTALLED BELOW CABINETS, OR IN ALTERNATE LOCATIONS TO MINIMIZE RISK TO EQUIPMENT. HE ENTIRE DOMESTIC PLUMBING SUPPLY SYSTEM WILL BE FLUSHED AND CHEMICALLY CLEANED BY THE PLUMBING CONTRACTOR Z PRIOR TO USE BY THE OWNER. ALL HOT AND COLD WATER SHALL BE NEATLY HUNG WITH HANGERS EVERY FIVE FEET AND COMPLETELY INSULATED, TAPED, AND SEALED. ADA COMPLIANCE h POTABLE WATER: m o O N z" ALL EXPOSED PLUMBING SHALL BE COVERED TO PROTECT FIXTURES °~ a PER HE INTERNATIONAL PLUMBING CODE 2000, TABLE 403.1, REQUIRES PROVISION FOR ONE DRINKING FOUNTAIN PER 100 OCCUPANTS. AS INDICATED IN THESE DRAWINGS, A DOUBLE WATER FOUNTAIN HAS BEEN LOCATED AND PREVENT POSSIBLE INJURY TO HANDICAPPED INDIVIDUALS. ° OUTSIDE HE PUBLIC RESTROOMS OFF HE LOBBY AREA TO COMPLY WITH HIS REQUIREMENT. POTABLE HOT WATER: �•� WATER HEATING WILL BE PROVIDED BY A REDUNDANT HOT WATER SYSTEM COMPRISED OF TWO 100 GALLON WATER HEATERS CONNECTED SIDE-BY-SIDE (A.O. SMITH: BTH-150). HE WATER HEATERS WILL BE LOCATED IN .�•� THE MECHANICAL ROOM ON THE SOUTH WEST SIDE OF THE BUILDING. UNITS SHOULD BE SET AT ABOUT 105'F FOR POTABLE HOT WATER USAGE AND A CIRCULATOR/AQUASTAT ASSEMBLY WILL BE INSTALLED TO CONTROL THE ; ,-4 HOT WATER CIRCULATING LOOP SPECIFIED IN HE PLUMBiNG LAYOUT. PLUMBING CONTRACTOR SHALL CONFIRM APPROPRIATE TEMPERATURE SETTINGS. DRAIN/WASTE/VENT SYSTEM: THE SANITARY DRAINAGE SHALL BE CONNECTED TO N EXISTING MUNICIPAL SEWER LINE AND p'ILL EXIT THE BUILDING ON HE NORTHEAST SIDE. THE DRAINAGE MAIN SHALL BE 6-INCH. DRAWING P-4 SHOWS TWO DRAINAGE LINES EXITING HE BUILDING. A 500 GALLON HAIR TRAP WILL SERVICE DRAINAGE FROM AREAS OF HE FACILITY INTRODUCING EXCESS AMOUNTS OF HAIR INTO HE SYSTEM. A SECOND DRAINAGE LINE IS EMPLOYED TO HANDLE SOLID WASTE AND IS TO BE SERVICED APPROXIMATELY TWICE EAUIRED YEAR OR DEPENDING TO BYPASSEOLNDEMAND. PLUMBIINGRTRAP. THESENAGE CONTRA TORLINESILL WILLONNECT VERIFY HEOND EXAT LOCATION OF EXISTINGTHE HAIRTRAP AND WILLENTER DRAN LINE ANDRCON ECTAS ANGLE NEW DRAINAGE MAI EINAIR ACC DANCE WITHTRAP WILLDSTANDARDS SET SPECIFICATIONS BY THE 2000 INTERNATIONAL PLUMBING CODE. HE CONTRACTOR WILL BE RESPONSIBLE FOR DETERMINING HE BEST ROUTING FOR ALL DRAIN PIPING IN COORDINATION WITH OTHER TRADES. ALL VENTING SHALL BE NEATLY INSTALLED, WITH ALL VERTICAL VENTS CONCEALI=D INSIDE OF WALLS. VENTING SHALL GATHER TOGETHER ABOVE HE CEILINGS AND TIE INTO THREE THROUGH VENTS INDICATED ON HE DRAWINGS. THROUGH VENTS SHALL BE SPECIFICATIONS ARE PROVIDED IN A-SIZE FORMAT AND ARE PART OF THIS CONSTRUCTION DRAWING SET. RATIONS AS REQUIRED. I INSTALLED TO COMPLY WITH ALL APPLICABLE STATE AND INTERNATIONAL PLUMBING CODES. HE CONTRACTOR SHALL PROVIDE AND INSTALL ROOF BOOTS AND SEAL ALL ROOF PENETT IS THE RESPONSIBILITY OF ALL CONTRACTORS TO READ AND UNDERSTAND ALL SPECIFICATIONS BEFORE `- BIDDING AND BEFORE BEGINNING WORK. CONTRACTORS WILL BE HELD TO HE SPECIFICATIONS AND SHOP DRAWINGS SHOWING FINAL ROUTING OF SANITARY DRAIN AND VENT PIPING ARE TO BE SUBMITTED TO DESIGN LEARNED FOR APPROVAL PRIOR TO INSTALLATION. FOR HE CONTRACTOR'S CCNVENIENCE, SHOP DRAWINGS DRAWINGS. WE WILL NOT APPROVE ANY CHANGES, REWORK, SUBSTITUTIONS, OR OMISSIONS DUE TO HE CAN BE NEATLY HAND-DRAWN ON A-SIZED PAPER AND FAXED TO HIS OFFICE AT 860-204-0419. CONTRACTOR'S FAILURE TO FOLLOW THE SPECIFICATIONS. UNLESS OTHERWISE NOTED, INDIVIDUAL SUPPLY TERMINATIONS SHALL BE 1/2 INCH COPPER (MINIMUM), ALL OTHER PIPING IS SIZED ON HE DRAWINGS. ALL NEW SUPPLY PIPING (BOTH HOT AND COLD) SHALL BE o CAREFULLY AND COMPLETELY INSULATED IN ALL LOCATIONS WITHOUT EXCEPTION, WITH 1/2 INCH HICK ARMSTRONG AP ARMAFLEX, OR EQUIVALENT, SUBMIT FOR APPROVAL o' ALL FIXTURES, VALVES, AND PIPING SHALL BE NEW, LISTED PRODUCTS. THE PLUMBING CONTRACTOR SHALL PROVIDE SUBMITTALS (FIVE SETS) OF MANUFACTURER'S CUT SHEETS FOR ALL FIXTURES AND EQUIPMENT TO DESIGN wrl LEARNED, INC. FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL FIXTURES, PIPING, FITTINGS, ACCESSORIES, AND INSTALLATIONS TO CREATE NEAT, OPERATING SYSTEMS D ACCEPTABLE TO THE CUSTOMER, ENGINEER AND LOCAL AUTHORITIES HAVING JURISDICTION. a BEFORE CONSTRUCTION BEGINS, THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS NECESSARY TO COMPLETE THIS INSTALLATION, AND FOR CONTACTING THE NECESSARY OFFICIALS IN o ORDER TO UNDERSTAND THEIR REQUIREMENTS. DESIGN LEARNED, INC. (860) 889-7078 FIXTURE SCHEDULE W I.D. QTY DESCRIPTION OF ITEM MANUFACTURER MODEL NUMBER COLD FUs HOT FUs DRAIN FUs TOTAL FUs COLD CONN. HOT CONN. DRAIN CONN. VOLTS AMPS WATTS DIMENSIONS WEIGHT COLOR NOTES 0)QTY I.D. �- 01 3 KEYED FROST-PROOF HOSE BIB WOODFORD MODEL 65 SERIES - - 0.5 - 1/2 INCH - - - - - 4W x 3H x 12L 10 LB CHROME KEYED, SELF-DRAINING, ANTI-SIPHON 3 01 W 02 8 DEEP SINGLE BOWL SINK ELKAY ESE202010 2 3-1 ?- INCH - - - 20W x 20L x 10 1 8 D 14 LBS SS ORDER THREE-HOLE AND LK18 PERFORATED GRID STRAINER 8 02 O = Z 03 8 SINGLE BOWL SINK FAUCET BRASS ELKAY LKC2432BH 1 1 - 1.4 1/2 INCH 1/2 INCH - - - - 4-IN ON CENTER HOLES 5 LBS CHROME 3-HOLE SINK REQ'D 8 03 04 2 DOUBLE BOWL SINK ELKAY ESE3322 - - 2.0 - - - 3-1 INCH 2 - - - 33L x 22W x 8H COMPARTMENTS 18 LBS STAINLESS ORDER STANDARD WITH 4 HOLES ON 4-IN. CENTERS AND 2 LK99 DRAINS 2 04 p 05 4 SINK FAUCET BRASS ELKAY LKC2433 1 1 - 1.4 1 2 INCH 1 2 INCH - - - - 4-IN ON CENTER HOLES W SPRAY 5 LBS CHROME 4-HOLE SINK REQ'D 4 05 J 06 2 FOOD WASTE DISPOSER GENERAL ELECTRIC MODEL : GFC720F - - - - - - 3-1 INCH 120 6 8 1/2 DIA, x 14 1/2 H 11 LBS BLACK INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS 2 06 _ 07 2 SOLIDS INTERCEPTOR ZURN MODEL Z-1182 - - - - - - 2-INCH - - - 15.3"L x 11.5"W x 7.5"H 15 LB STAINLESS STEEL INSTALL UNDER SINK FOR EASY SEDIMENT REMOVAL 2 07 O 0 COMBO MIXING FAUCET SPRAY UNIT T-KENNEL 804.0011.17 1.4 1.4 - 2 1/2-IN. 1/2-IN. - - - - - 2 08 8 LBS - LEFT HAND FAUCET, CONFIRM WITH OWNER p 09 1 BATHING TUB T-KENNEL 904.0701.30 - - 2 - - - 2 INCH - - - 57 L x 60 H x 24.5 W 22" DEEP 75 LBS - LEFT HAND DRAIN AND FAUCET 1 09 � 10 2 TANK-TYPE WATER CLOSET KOHLER K3495 2.2 - 3.0 2.2 1/2 INCH - 4 INCH - - - 29.25L x 20.5W x 30.5H 83 LBS WHITE HIGHLINE PRESSURE LITE ELONGATED, 1.4 GPF 2 10 Z 11 2 TOILET SEAT EWER 124-0245 - - - - - - - - - - 18 5 8 L x 15W 5 LBS WHITE INSTALL AT COMPLETION OF PROJECT 2 11 Q 12 2 WALL-HUNG LAVATORY AMERICN STANDARD 0954.023 R AND 0954.021 LT 1.5 1.5 1.0 2.0 - - 1-1 INCH - - - 21.25"W x 22" FRONT TO BACK 52 LBS WHffE ORDER WITH WALL HANGERS 2 12 13 2 LAVATORY FAUCET BRASS EWER MODEL 4182040 - - - - 1/2 INCH 1/2 INCH 1-1 INCH - - - 4 INCHES ON CENTER 10 LBS CHROME A.D.A. COMPLIANT HANDLES, 2.0 GPM AT 60 PSI 2 13 14 1 SERVICE SINK, FLOOR MODEL ELKAY EFS3321 C - - 2 - - - 3 INCH - - - 10"H x 331 x 21"W 8" DEEP 30 LB STAINLESS STEEL FURNISHED WITH L K43 DRAIN 1 14 15 1 SERVICE SINK FAUCET BRASS FIAT MODEL 830-AA 2.25 2.25 - 3.0 1/2 INCH 1/2 INCH - - - - 8" CENTER TO CENTER 5 LB CHROME 2 GPM, 60 PSI 1 15 16 2 WATER HAMMER ARRESTOR WATTS REGULATOR SERIES 05 - - - - 1/2 INCH - - - - - 6 H x 1 DIA 1 LB BRONZE INSTALL BELOW UTILITY SINK 2 16 17 2 PRESSURE WASHER SPRAY MASTER TECHNOLOGIES SMT 600-WC-Y - - - - 1/2 INCH - - 208 12.0 1440 27W x 27D x 65H 100 LBS BLUE AND WHITE ONE WALL-MOUNTED UNIT 2 17 18 7 REMOTE PRESSURE WASHER STATION SPRAY MASTER TECHNOLOGIES 8 300-1698 LP and 2 300-5212 - - - - - 1/2 INCH - 24VDC 1 NA 8.5 X 6.5 X 2.25 40 LBS BLUE AND WHITE MODEL 300-5212 IS FROST PROOF SEE HOSE LENGTH NOTE ON P-3 7 18 F 19 2 TRENCH WASHDOWN SOLENOID VALVE AND TIMER O'KEEFE CONTROLS COMPANY OKC-821 10G95 (TIMER AND VALVE) - - - - 3 4- INCH - - 120 .25 25 6 X 6 X 6 6 LBS BRASS VALVE CONTACT O'KEEFE CONTROLS CO. 203-261-6711 2 19 Q 20 9 FLOOR TRENCH SYSTEM ZURN Z-886 SERIES - - 2.0 - - 4 INCH - - - 80-IN LENGTHS 30 LBS GREY CONTACT ZURN FOR INSTALLATION REQUIREMENTS 9 20 Z W 21 1 DOUBLE WATER FOUNTAIN ELKAY MODEL EDFP217C .25 - .5 .25 3/8-INCH - 1.25 - - - 38.5Wx18Dx41 H (MIN. WALL DEPTH: 12") 136 LBS STAINLESS CONTRACTOR TO INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS 1 21 Q J 22 1 LARGE DEEP SINGLE BOWL SINK ELKAY DLRSQ332210 2 3-1/2- INCH - - - 22W x 33L x 10 1 8 D 23 LBS SS ORDER FOUR-HOLE AND LK18 PERFORATED GRID STRAINER 1 22 23 1 DOUBLE BOWL SINK WITH DRIP BOARD ELKAY ILGR4822L 2 3-1/2- INCH - - - 22W x 48L, 8" AND 10" DEEP BOWLS 35 LBS SS ORDER FOUR-HOLE 1 23 Q 24 1 SHOWER STALL OASIS MODEL; SH-5 2 2- INCH - - - 60L x 34W x 75H 60 LBS WHITE ORDER BRASS AND TRIM SEPARATELY 1 24 she 25 1 SHOWER ONLY TRIM KIT AMERICAN STANDARD 1662.601 1 1 1.4 1/2 NPT 1/2 NPT - - - - 5 LB POLISHED CHROME 1 2 W 26 1 COMMERCIAL DISHWASHER HOBART F-8193 - LXiH DISHMACHINE - 1. 2 1.4 - 1 2 INCH 1.5 INCH 26.75 D x 33.75 H x 23 15 16 W 40 LB MAN. COLORS 2 HP MOTOR AND 5KW HEATER 1 26 ui O 27 1 COMMERCIAL CLONES WASHER MAYTAG MODEL # MFR35PN 1 1 2 1.4 3 4 INCH 3 4 INCH 1.5 INCH 240 15 2500 31 11 16 D x 51 3 4 H x 33 11 16 W 629 LB STAINLESS STEEL THREE PHASE 35 LB CAPACITY 1 27 28 1 COMMERCIAL CLONES DRYER MAYTAG MODEL # MDG50MNV - - 2.0 - - - 1.5 INCH 120 20 49 5 8 D x 72 H x 34 1 4 W 651 LB WHITE SINGLE PHASE 50 LB CAPACITY 1 28 `J 29 1 RESIDENTIAL CLONES WASHER MAYTAG MODEL # MAH7500AWW 1 1 2 1.4 3 4 INCH 3 4 INCH 1.5 INCH 120 20 28 1 4 D x 42 1/2 H x 27 W 150 LB WHITE SINGLE PHASE 1 29 30 1 RESIDENTIAL CLOTHES DRYER MAYTAG MODEL # MDG7500AWW - - 2.0 - - - 1.5 INCH 120 15 28 1 4 D x 42 1 2 H x 27 W 130 LB WHITE SINGLE PHASE 1 30 W co 31 1 1000 GALLON HAIR TRAP ROCKFORD - - - - - - 6 INCH - - - 9.51 X 5 W X 6 H INSTALL ACCORDING TO MAN. SPECS ORDER WITH FILTER MEDIA FOR HAIR 1 31 o O W 32 1 DOMESTIC DISHWASHER WHIRLPOOL MODEL DU1050XTPS - 2 1.4 - 1/2 INCH 1.5 INCH 120 1500 25.5 D x 34.5 H x 23 8 W 40 LB STAINLESS BLK 1 32 33 1 WET DRY VACUUM SYSTEM AQUA-AIR MODEL 150 COMMERCIAL - 2 1.4 - 1 2 INCH 2 INCH 120 15 47 H x 14 W 50 LB BLK ORDER WITH INDIRECT DRAIN COVER FOR FLOOR DRAIN. 1 33 W 34 100 GALLON GAS-FIRED WATER HEATER A.O. SMITH BTH-150 - - - _ _ _ 56H x 28 DIA 34 35 1 CIRCULATOR AND A UASTAT TACO 005 CIRCULATOR 120 4.0 480 10 LBS GREEN 1 35 1- 36 5 FLOOR DRAIN ZURN I 7-415-B I - - 2.0 - - - INCH - - - 8 DIA x 8 H 16 B CONFIRM FINISH ORDER WITH TYPE B STRAINER 5 36 G O U IL THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. CONTRACTORS: REVISIONS 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN LEARNED INCORPORATED OF ANY DISCREPANCIES, INCONSISTENCIES OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN:�fTB APPR. BY: C$L 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED DATE: 01-31-07 INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK H MEANS ACCEPTANCE OF THESE CONDITIONS. SCALE: NO SCALE COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED SHEET NUMBER: 47 OF 66 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE •�■ EXPRESS, WRITTEN CONSENT OF DESIGN LI:ARNED INCORPORATED. PUMP STATION ELEVATION 1-1/2 INCH SUPPORT PIPING PROVIDE TACO 005 CIRCULATOR AQUASTAT TO REMOTE STATION ELEVATION AIR-SCOOP AND VENT EVERY 4 FEET. W�MAINTAIN"000ERIES HOT WATER LOOP. NOTE: PIPING? - 1-1/2 INCH DOMESTIC SCHEMATIC. ADJUST TOM SUIT FIEENT LD IS A COLD WATER SUPPLY CONDITIONS. FOLLOW MANUFACTURERS' INSTRUCTIONS FOR INSTALLATION F- IV PROCEDURES. CONTRACTOR IS Q DIELECTRIC UNION RESPONSIBLE FOR CONFIRMING FIELD ABOVE CEILING g-I�IF DISSIMILAR METALS DOMESTIC HOT CONDITIONS PRIOR TO BIDDING OR V) � ABOVE CEILING = WATER SUPPLY INSTALLATION. SUBMIT A FIELD SKETCH Z CONDUIT & JUNCTION BOXES MAY OF COMBUSTION VENTING FOR Z24 VOLT, 5 CONDUCTOR BE REQ'D PER LOCAL CODES CONDUIT & JUNCTION BOXES MAY EXPANSION TANK TO BE APPROVAL TO DLI IF AN ALTERNATE CONTROL WIRE E-REQ'O-PER-U)V COD SIZED PER WATER HEATER ARRANGEMENT IS REQUIRED. MANUFACTURERS RECOMMENDATIONS. CONCEAL TUBING INSIDE ET WALLS WHEREVER POSSIBLE. EXPOSED TUBING FASTENED TO BLOCK WALLS PER MASTER CONDUIT MANUFACTURER'S MOUNTING 3-INCH COMBUSTION FULL-PORT BALL VALVE SHUT-OFF (TYP) CONTROL BRACKETS SPECIFICATIONS. l3 PANEL EVERY 24" INTAKE PIPE (TYP). Z DIELECTRIC UNION IF DISSIMILAR METALS (TYP) a a w O U (7o 3 8" S.S. BEVERAGE TUBING. 1 1 2 INCH O w~~ U / �-{ �- I 1-1/2 INCH HOT WATER OUTLET (TYP) O U co=U W w EXPOSED TUBING FASTENED / TO BLOCK WALLS PER I I SUPPLY INLET z z W a LL MANUFACTURER'S (�) Z PROVIDE 210' F ASME o W . L s SPECIFICATIONS REMOTE SIDEWALL APPROVED TEMPERATUREof g co AND 150 PSI PRESSURE o o a STATION DISCHARGE/INTAKE KIT, o $ Z PROVIDE AND INSTALL ELIEF VALVE W/ TEST WALL—MOUNTED ONE KIT FOR EACH WATER LEVER SIZED PER WATER o SMT BLEEDER VALVE LINE '° (2) PORTABLE HOSE REELS WITH 50 FOOT HEATER. LOCATE 10 FEET HEATER MANUFACTURER'S Z O ° GAS FIRED GAS FIRED PUMPING STATION o PRESSURE RELIEF. HOSES AND WANDS FOR FROM ANY AIR INTAKE. RECOMMENDATIONS USE AT KENNEL .� STATIONS. (1) 30 FOOT 3-INCH COMBUSTION WATER WATER z p LENGTH WITH WAND VENT PIPE (TYP). S AVAILABLE FOR SMALLER HEATER HEATER � .� C OWE SWITCH & JUNCTION o ROOMS ON NE SIDE OF BOA; (BY OTHERS). 208-230 VOLT 15 SHELTER. AMP, 1 PH OR 115V 20 AMP, 1 PH. 1 1/4 INCH GAS SUPPLY It "GI"CI" REQUIRED IN SUPPLY CIRCUIT. PIPE, WITH SHUT-OFF VALVE ALL CONNECTIONS MUST BE RATED (TYP) "r FOR WET LOCATIONS, AND MUST COMPLY WITH ELECTRIC CODES. 1 1 SUPPLY PIPE p� 54" O e TO FLOOR MODEL : DRAIN 60" all 300-5258 m WATER HEATER SCHEMATIC DETAIL b LLB a a- '3 D a WATER SUPPLY c BELOW UNIT 110' F RECOMMENDED p o 12" MIN 4 GPM AT 30 PSI FLOOR SMT SYSTEM DETAIL DRAWINGS NOTES: 1. THE ROUTING OF PIPING SHOWN ON THIS DRAWING IS NECESSARILY SOMEWHAT SCHEMATIC. WITH THE ENGINEER'S APPROVAL PRIOR TO INSTALLATION, THE PLUMBING CONTRACTOR MAY ALTER THE ROUTING OF PIPING TO ACCOMMODATE THE STRUCTURE AND OTHER TRADES. Q rn 2. ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2 INCH OF ARMSTRONG AP ARMAFLEX PIPING INSULATION OR EQUIVALENT. ADDITIONALLY, ALL ..I FITTINGS AND VALVES SHALL BE INSULATED IN AN APPROVED MANNER. O W Z WASHDOWN ASSEMBLY DETAIL - 8 REQUIRED FOR INDOOP, TRENCHES. 3 ALL PIP INSULATION SEAMS SHALL BE TAPED AND SEALED. CONTRACTOR SHALL CAREFULLY INSTALL INSULATION TO ENSURE A NEAT = �^ z INSTALLATION OF 1/2-INCH SCHEDULE 80 PVC PIPING MUST TAKE PUKE BEFORE CONCRETE FLOOR IS POURED. SECURELY FASTEN MODIFIED END CAP AND PIPE TO HIGH END OF 4. EACH SUPPLY PIPE TO EACH FIXTURE OR PIECE OF EQUIPMENT SHALL HAVE A SHUT OFF VALVE. J Jp TRENCH DRAIN BEFORE POUR. O _ 5. PLUMBING CONTRACTORS SHALL BE RESPONSIBLE FOR READING THE PLUMBING SPECIFICATIONS AND SHALL REVIEW THE ENTIRE DRAWING SET 1/2-INCH SCHEDULE 80 PIPE BELOW SLAB FROM TRENCH FOR COORDINATION ISSUES WITH THE OTHER TRADES. ��nn 6-1/4 4MIN. . e ° ° ° e • e .a��° . e ° e ° s . °0. ° . ° ° vJ — • O°O DRAIN BELOW L SYSTEM SOLENOID VALVE TIMER DROPPING 6. PROVIDE 12 IN. x 12 IN. ACCESS PANELS TO ACCESS SHUTOFF VALVES AT ANY LOCATION THAT IS OTHERWISE INACCESSIBLE. Z 4. U,(l° ° ° ° ° ° ° ° DOWN BELOW SLAB FROM INSIDE WALLS TO THE TRENCH CLOSING ENDCAP AS SHOWN. 7. ALL WATER HAMMER ARRESTORS SHALL BE INSTALLED BELOW CABINETS, OR IN ALTERNATE LOCATIONS TO MINIMIZE RISK TO EQUIPMENT. Q Lb CLOSING CAP FOR TRENCH DRAIN INVERT I- 1 88"---I ------------------------------------------ -- 8. SUPPORT 2-INCH OR LARGER HORIZONTAL COPPER PIPE EVERY 8 FT., EVERY 4 FT. FOR SMALLER PIPE; SUPPORT 2-INCH OR LARGER ---------------------------- ---------------- r - HORIZONTAL PVC PIPE EVERY 4 FT., EVERY 3 FT. FOR SMALLER PIPE. PROVIDE AND INSTALL "SNAP-N-STRUT" BRAND PIPE HANGERS WITH T ° a THREADED ROD, AND "UNISTRUT" AS APPROPRIATE. DO NOT USE PERFORATED METAL STRAP OR ANY OTHER LOW QUALITY HANGER. FOR 4" IN. DRAINS 3 INCHES IN DIAMETER AND SMALLER, SLOPE AT 1/4 INCH PER FOOT. FOR LARGER DRAINS, SLOPE AT 1 8 INCH P D I ZURN 886 TRENCH DRA!NADE SYSTEM / PER FOOT. ,.,• . —L C � ----- - a __=L --------- ----- --� Z-886 X-SECTION 80+ J1�_ __________________________________ -------1�J_L F a s a s a a a a ZURN 886 TRENCH SYSTEM DETAIL a CD J DRILL HOLE SIZE SO DRILL HOLE IN THE CENTER OF THE END CAP OF Q MALE ADAPTER SCREWS IN TRENCH DRAIN, TO ACCOMMODATE 1/2 INCH �.�. SNUGLY TO HIGH END OF SCHEDULE 80 PIPE AND MALE ADAPTER AS SHOWN. SEAL MALE ADAPTER WITH RTV SEALANT OR FACTORY w TRENCH AS SHOWN. RECOMMENDED EQUIVALENT BEFORE SCREWING IN. � Q c� 'R TRENCH END CAP WASHDOWN VENT PIPE FASTEN WITH SCREWS V SEAL WEATHER TIGHT Z HARDWARE DETAIL PER MFG'S. INSTRUCTIONS. M PIPE BOOT SET IN CONTINUOUS G BED OF SEALANT . j FIXTURE THIS PRESSURE WASHING SYSTEM WILL CONSIST OF TWO HIGH-PRESSURE WALL ROOF PANEL CUT TO ALLOW FOR MOUNTED PUMPING UNITS FROM SPRAY-MASTER TECHNOLOGIES. THERE WILL BE TWO EXPANSION AROUND PIPE. THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. PRESSURIZED CIRCUITS, WHICH WILL BE PLUMBED WITH STAINLESS STEEL TUBING AND D(PANSION RIGID PIPING, TO TEN REMOTE STATIONS THROUGHOUT THE KENNEL SPACES. THE SMT PROVIDE REDUCER CONTRACTORS: STATIONS WILL BE PROVIDED WITH 110'F WATER. THE MANUFACTURER SPRAY-MASTER EXP. IF REQUIRED. REVISIONS Q 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING TECHNOLOGIES (SMT) IS TO BE INVOLVED IN ALL ASPECTS OF THE SYSTEMINSTALLATION IN THE FIELD, FOR WARRANTY OF THE SYSTEM TO BE VALID. CONTACT AN AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING SMT REPRESENTATIVE AT (303) 434-2842 TO COORDINATE EACH ASPECT OF THE ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORmES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIF(ING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN INSTALLATION. IT IS IMPORTANT TO CONCEAL TUBING INSIDE WALLS WHEREVER POSSIBLE LEARNED INCORPORATED OF ANY DISCREPANCIES, INCONSISTENCIES, OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. FOR AN AESTHETICALLY PLEASING INSTALLATION. Q THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR PROVIDE COUPLINGS AND ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPMNS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED ISOLATION BALL VALVES AT ALL INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PARE. FIXTURES, FOR BOTH HOT AND SMT NOTES DETAIL FOR VENT THROUGH ROOF SUBMIRALS AND CHANGES SHALL BE APPRCNED IN WRITING FROM DESIGN LEARNED INCORPORATED. RPORATED. 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES COLD SUPPLIES. NOT TO SCALE DRAWN: iff APPR. BY: MIL WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED DATE: Q�-;31-Q] INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED REM. BEGINNING WORK MEANS ACCEPTANCE OF THESE CONDITIONS. SCALE: NO SCALE COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED SHEET NUMBER: qg OF 66 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNEE INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPIJCATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. p 2 1 A N z J V) Z O O WET/ DRY VACUUM NOTES PROVIDE AND INSTALL AQUA-AIR WET/DRY MODEL AA-150. INCLUDE HOT WATER CONNECTION AND SPRAY HOSE DISTRIBUTION WTH VACUUM PIPING. SUBMIT FOR APPROVAL. Q Z B a d 10 z �w 0zr Zx ov OVWi~U 5a 0 U = W W z O�J J Z z Z 2 J W d LL W SMT HOSE LENGTH REQUIREMENTS Z mW �LL � c� rW mrn Wm coo� ov Luo O THE SMT POWER WASHING SYSTEM SPECIFIED IS ONE 1 600-WC-Y CENTRAL UNIT WITH 7 REMOTE °a 3 ZGo a L ( ) WATER SUPPLY FED BY 8 INCH MAIN. z U STATIONS DISTRIBUTED THROUGHOUT THE FACILITY. IT IS RECOMMENDED THAT TWO PORTABLE HOSE REELS 2 INCH DOMESTIC SUPPLY BRANCHING BE ORDERED (SMT MODEL #300-5258) WITH SEPERATE DUAL NOZZLE SPRAY GUN/ WAND ASSEMBLIES AND OFF SPRINKLER RISER. 8 INCH LINE TO m `° 50 FOOT LENGTHS OF HOSE INCLUDED WITH EACH TO PROVIDE SUFFICIENT COVERAGE OF ALL INTERIOR SERVICE WET/DRY SPRINKLER SYSTEM. Z AND EXTERIOR KENNELS. AN ADDITIONAL SPRAY GUN/ WAND ASSEMBLY AND 30 FOOT LENGTH OF HOSE 03 02 02 6 SHOULD BE ORDERED FOR THE REMOTE STATIONS SERVICING THE SMALLER ROOMS ON THE NORTHEAST SIDE OF THE SHELTER. c U 20 20 .a LM PROVIDE TWO OUTDOOR FROST-PROOF SMT REMOTE STATIONS AS I SICK i 1/2 SHOWN MODEL 300-5212 . CONFIRM LOCATIONS IN FIELD WITH LECT. HOLD =-: G ( # ) ,-INCH OWNER AND ARCHITECT AND INSTALL IN ACCORDANCE WITH 3/4 NCH 3 1 /2 1/2 1 1/2 MANUFACTURER'S SPECIFICATIONS (TYPICAL OF 2). INCH 3 INCH INCH =DROP—OFF LOBBY , 1 1/2 HW H —HW H WR HW —HW R HW HWR HW —HW H HW 1 1/2 INCH cw .013 3 8 = g4 L- C 1 12� /4 INCH 1 1/2INCH / HOT RETURN = INCH SS BING STORAGE 3/8 NCH Y .s >a "HWP MECH 04 05 SS BANG = o AAAAA AAA = L3/4 n ,� 1/2 4 INCH SICK CATS = HOT RETURN 36 INCH INCH EXAM 1/2 1 1/2� -IN. DROP INSIDE WALL Cw INCH INCH _ FROM CEILING TO BELOW 20 I FOOD PREP k SLAB. (TYP. OF 6). w HW a SEE TRENCH DETAIL. LAUNDRY = 27 1/2 OFFICE 3I wrZ INCH - I = 1 1/2 PROVIDE FOUR a D 28 I 14 INCH OUTDOOR 33 3 FROST-PROOF o 7MT 20 I =c.� I 0203 1 INCH 3/4 CAT HOSE-BIBS AS I � GROOM 1/2 INCHLHWc cw INCH SHOWN. CONFIRM 06 = c cw cw LOCATIONS IN FIELD STO. HW HW HW4LWH_ W HW —H INCH 02 16 3/4 INCH 1/2 INCH 1 INCH �' = 1 1/2 1 1/2 1 1/2 y 1 1/2 = NCH 01 ARCHITECT. WITH R AND �cw cw w Cw —cw cw IN INCH INCH INCH Cw cw Cw cw cw cw cw 1/2 FIXTURE SCHEDULE I W HW HW W —HW HW —HW : —HW HW —H HW --HW —HW —HW —HW —HW —HW HW INCH S I.D. wS TWS d. QTY DESCRIPTION OF ITEM MANUFACTURER MODEL NUMBER ��7F —TwS TwS TwS REL � 3 � 02� 01 3 KEYED FROST-PROOF HOSE BIB WOODFORD MODEL 65 SERIES SMT SMT s T SM 2 CLO 10 05 02 8 DEEP SINGLE BOWL SINK ELKAY ESE202010 NCH 03 8 SINGLE BOWL SINK FAUCET BRASS ELKAY LKC2432BH 3/8 STAFF PUPPY W 04 2 DOUBLE BOWL SINK ELKAY ESE3322 J-IN. TO SOLENOID 20 INCH S OQ03 3/4 2,4 = 1/2 O = >- 05 4 SINK FAUCET BRASS ELKAY LKC2433 VALVE FROM CEILING. TUBING INCH INCH LOBBY rrnn Z 06 2 FOOD WASTE DISPOSER GENERAL ELECTRIC MODEL : GFC720F BOX OUT IN WALL W HW V, 07 2 SOLIDS INTERCEPTOR ZURN MODEL Z-1182 (TYPICAL OF 2). CAT ~ c 08 2 COMBO MIXING FAUCET SPRAY UNIT T-KENNEL 804.0011.17 " � � � j O 09 1 BATHING TUB T-KENNEL 904.0701.31 20 1B 20 I 0302 1/2 O Q � 10 2 TANK-TYPE WATER CLOSET KOHLER K3495 INCH GET ACQ. o 11 2 TOILET SEAT EWER 124-0245 —_ 0 12 2 WALL-HUNG LAVATORY AMERICAN STANDARD 0954.023 (RT) AND 0954.021 (LT) Z 13 2 LAVATORY FAUCET BRASS EWER MODEL 4182040 3/4 Q 14 1 SLr'ACE SINK, FLOOR MODEL ELKAY EFS3321 C INCH CLASSROOM 15 1 SERVICE SINK FAUCET BRASS FIAT MODEL 830-AA PROVIDE TWO OUTDOOR FROST-PROOF SMT REMOTE STATICNS AS 16 2 WATER HAMMER ARRESTOR WATTS REGULATOR SERIES 05 SHOWN (MODEL # 300-5212). CONFIRM LOCATIONS IN FIELD WITH 17 2 PRESSURE WASHER SPRAY MASTER TECHNOLOGIES SMT 600-WC-Y OWNER AND ARCHITECT AND INSTALL IN ACCORDANCE WITH 18 7 REMOTE PRESSURE WASHER STATION SPRAY MASTER TECHNOLOGIES 8 300-1698 LP AND 2 300-5212 MANUFACTURER'S SPECIFICATIONS (TYPICAL OF 2). 19 2 TRENCH WASHDOWN SOLENOID VALVE AND TIMER O'KEEFE CONTROLS COMPANY OKC-821 10G95 (TIMER AND VALVE 20 11 FLOOR TRENCH SYSTEM ZURN Z-886 SERIES O1 21 1 DOUBLE WATER FOUNTAIN ELKAY MODEL EDFP217C F 22 1 LARGE DEEP SINGLE BOWL SINK ELKAY DLRSQ3322fO 23 1 DOUBLE BOWL SINK WITH DRIP BOARD ELKAY ILCR4822L 24 1 SHOWER STALL OASIS MODEL; SH-5 25 1 SHOWER ONLY TRIM KIT AMERICAN STANDARD 1662.601 26 1 COMMERCIAL DISHWASHER HOBART F-8193 - LXiH D►SHMACHINE O 27 1 COMMERCIAL CLOTHES WASHER MAYTAG MODEL # MFR35PN O 28 1 COMMERCIAL CLOTHES DRYER - MAYTAG _013-E-L-f MDG50MNV w ` �— 29 1 RESIDENTIAL CLOTHES WASHER MAYTAG MODEL MAH7500AWW a 30 1 RESIDENTIAL CLOTHES DRYER MAYTAG MODEL # MDG7500AWW 5 31 1 1000 GALLON HAIR TRAP ROCKFORD GIS- 0 32 1 DOMESTIC DISHWASHER WHIPLPOOL MODEL j DU1050XTPS Z 33 1 WET DRY VACUUM SYSTEM AQUA-AIR Z --T--loo GALLON D WATER HEATER A.0. SMM BTH-150o Q 35 1 CIRCULATOR AND,AQUASTAT TACO 005 CIRCULATOR AND 00 AQUASTAT 0' 8' 1 6' 24' 36 5 1 FLOOR DRAIN ZURN Z-415-B IL TOTEAL 1 88 TTO =) G THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. REVISIONS CONTRACTORS: 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFELY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN LEARNED INCORPORATED OF IWY DISCREPANCIES, INCONSISTENCIES, OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. Q THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN:. f APPR• BY: CSL 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WCRKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES BATE: 01-31-07 WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK GALE: 8 " m 1' o• H MEANS ACCEPTANCE OF THESE CONDITIONS. SHEET NUMBER: 49 OF 66 COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED 1. THESE DESIGNS AND DRAWIN(S ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. 1 A N z J V) z O U a z 0 W ma o 0 Li 5W z 0§007, J— W. =Z J W n.li Q W Z w W F LL 0Hg r W m W 0 cV 0 .09 Z GROOMING ALTERNATE r 0 THE DELUXE POWER BATHING SYSTEM (MODEL #: 078499-250-000) FROM HYDROSURGE, INC. COULD Q . 3 INCH 1 1/2 1 1/2 BE INCLUDED TO CONSERVE BATHING SUPPLIES AND �` v VENT 4 INCH INCH INCH INCREASE PRODUCTMTY. .`. VENT E N C ES'C ELECT. HOL 2INCH 3INC INCH U VENT DROP-OFF LOBBY INCH 4 INCH 0� V.T.R. \ 41NCH y 4IN `-2 INCH Z. 3 N. STORAGE 1 2 0 1 1/2 CH 1N INCL) VENT 4211 2 1 CH � SICK C TS 4 INCH T � q �2 EXAM � a 1 1 CH 4 INCH a FOOD PREP INCH JAN. oX4i LAUNDRY VENT 2INCH 0 VE o 1/2 INCH Dw 21NCH VENT 4INCH 3INCH INDIRECT �*1 V.T.R. �4 INCH 38 1 1/2 DRAINAGE CAT 38 INCH 2 CH o GROOM 21N 38 1 1/2 2 INCH—" 0 VENT 6 INCH 6 INCH 6 INCH INCH EI�'T �DW DW NC DW DW DW DW DW DW W DW DYT DW DW DW DW DW D D DW DVi 61NCH� 21NCH 61NCHJ 41NCH 61NCH--� 61NCH DW w DW T W FW 4 INC 3 INCH O`N 0 21NCH 41NCH 1 1/2 DW �— I-T-F7- I I — E==1 - %IT Ini 7 INCH —Dw Q 1 1/2 INCH KENNEL KENNEL LTJ' 2INCH V.T.R. 3 41NCH J STACKED VENT o W `- INCH 1 1/2 CEO. 21N ��4 INCH 21NCH O Z 4 IN H INCH VENT � = rf1 Z � STAFF � PUPPY �— V� o 0 1 1/2 1 CH 3 INCH LOBBY D O VENT4(4 O � ZURN Z-886 3 NC 3 NCH CAT O TRENCH SYSTEM. ^0 NT Z L_ (TYP. OF 6) 2 INCH 3 INCH GET AC Q. Q VENT CLASSROOM F W � w cf) O Q � 0 �:: Q z _I C Z I- Q Z jr WW` G 0' 8' 16' 24' Q / THESE DRAWINGS BASED ON ARCHTECTURAL DRAWINGS RECEIVED 12/18/06. REVISIONS CONTRACTORS: Q 1. CONTRACTORS SHALL. PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN LEARNED INCORPORATED OF ANY DCSCREPANCIIS INCONSISTENCIES, OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. 0 THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE:. WE RESERVE THE RIGHT TD REJECT ANY SUBMITTAL IN WHOLE OR IN PARE. SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN: j f b APPR. BY: ML 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED DATE: 01-31-07 INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE DR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK SCALE: ■ . H MEANS ACCEPTANCE OF THESE CONDITIONS. 1 g _ 1� � COPYRIGHT 02006, DESIGN LEARNED INCORPORATED SHEET NUMBER: 50 OF 66 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE 4 D(PRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. A INCH Z a FIXTURE SCHEDULE 1.5 D INCHI.D. QTY DESCRIPTION OF ITEM MANUFACTURER MODEL NUMBER 3 V.T.R. I I -INCH Vr I o 01 4 KEYED FROST-PROOF HOSE BIB WOODFORD MODEL 65 SERIES I I `.\ I 02 8 DEEP SINGLE BOWL SINK ELKAY ESE202010 i f 03 8 SINGLE BOWL SINK FAUCET BRASS ELKAY LKC2432BH 04 2 DOUBLE BOWL SINK ELKAY ESE3322 I I I P31 / 05 4 SINK FAUCET BRASS ELKAY LKC2433 I 1.5 3 INCH ��''1.5 I HT 06 2 FOOD WASTE DISPOSER GENERAL ELECTRIC MODEL : GFC720F j INCH VENT ; CINCH 3 INCH j 07 2 SOLIDS INTERCEPTOR ZURN MODEL Z-1182 VENT ". �{ V j V.T.R. I 1 1 2 / 08 2 COMBO MIXING FAUCET SPRAY UNIT T-KENNEL 804.0011.17 j I ���,� �� I \�` I I INCH a' 09 1 BATHING TUB T-KENNEL 904.0701.31 3 INCH f �`� I O i VENT / 10 2 TANK-TYPE WATER CLOSET KOHLER K3495 VENT ` e I 11 2 TOILET SEAT EWER 124-0245 I I �� PO 1�����ea 1.5 j P36 ���� v� Q o B 12 2 WALL-HUNG LAVATORY AMERICAN STANDARD 0954.023 (RT) AND 0954.021 (LT I ���3 INCH I HS `�\ INCH FD I I/ �`� I i' I O wZ� ma 13 2 LAVATORY FAUCET BRASS EWER MODEL 4182040 I ��.' VENT I �o� VENT i r Q z o 14 1 SERVICE SINK, FLOOR MODEL ELKAY EFS3321C I I-' I 3 INCHLE I I o o J ? Z 15 1 SERVICE SINK FAUCET BRASS FIAT MODEL 830-AA I VENT I I I c�P ► =Z w a LL a 16 2 WATER HAMMER ARRESTOR WATTS REGULATOR SERIES 05 f �`. I 'S 1.5 I 02 HS \d�- w �,� �3 INCH 7 INCH f CJ r w w cn 17 1 PRESSURE WASHER SPRAY MASTER TECHNOLOGIES SMT 600-WC-Y I I INCH I P22 w VENT VENT<�- I LHS E s 8 F 18 7 REMOTE PRESSURE WASHER STATION SPRAY MASTER TECHNOLOGIES 8 300-1698 LP AND 2 300-5212 3 INCH I I �� VENT I �, d� o o m S z 19 2 TRENCH WASHDOWN SOLENOID VALVE AND TIMER O'KEEFE CONTROLS COMPANY OKC-821 10G95 TIMER AND VALVE co V.T.R. IP20 I HS TD'P I 1.5 I [� / :A c co 20 9 FLOOR TRENCH SYSTEM ZURN Z-886 SERIES j I TD I �C� \ I VINC,ENT�I O O I P36 o 21 1 DOUBLE WATER FOUNTAIN ELKAY MODEL EDFP217C aw I w a� w w awl Cw I aw �aw FD 22 1 LARGE DEEP SINGLE BOWL SINK ELKAY DLRSQ332210 Imo\ 3 IN - 23 1 DOUBLE BOWL SINK WITH DRIP BOARD ELKAY ILGR4822L I �a PO �, 24 1 SHOWER STALL OASIS MODEL; SH-5 j I 3 INCH DPI I 3 INCH �' �P` • / 25 1 SHOWER ONLY TRIM KIT AMERICAN STANDARD 1662.601 Q VENT VENT a r-� cz 26 1 COMMERCIAL DISHWASHER HOBART F-8193 - LXiH DISHMACHINE I 09 I ��' p P 3 INCH : C 27 1 COMMERCIAL CLOTHES WASHER MAYTAG MODEL MFR35PN I V BT / ��a VENT 28 1 COMMERCIAL CLOTHES DRYER MAYiAG MODEL # MDG50MNV I INCH C' ' MAYTAG MODEL MAH7500AWW 3 INCH C� 1.5 �' P3 I �o 29 1 RESIDENTIAL CLOTHES WASHER VENT J I VE �'� �'� CH .'x D 30 1 RESIDENTIAL CLOTHES DRYER MAYTAG MODEL MDG7500AWW / I 31 1 1000 GALLON HAIR .RAP ROCKFORD - I P34 P36 11.5 IN I PO4V 32 DOMESTICDISHWASHER WHIRLPOOL MODEL DU1050XTPS I WH P34 FD 3 1 VEN�\ B �eI�� I e\LQe O 1 WET DRY VACUUM SYSTEM AQUA-AIR �� 100 GALLON GAS-FIRED A HEATER -1 0 I WH 2 aw aw t— w aw I I P10 35 1 CIRCULATOR AND AQUASTAT TACO 005 CIRCULATOR AND 00 AQUASTAT I ENT36 02 � I W �' Y TOTAL gg5 FLOOR DRAIN ZURN Z-415-B i`\\r3 I ���' i < L P10 �PCQ 2 IN .VENT S 3 1�1.5 �' W 1 I IN I C 6< a INCH VENT 71 \� VEN FD I VENT °'3 NCH I ENT 1.5 P13 3 INCH o j WM W I C VENT 2�j q 3 INC J \ — 1 NT LS P2 q VENT Q� /�'' I H S P w 3 e SH \ 02 I VENT�\\\ �J PHS o0� ° W I INCH T v'' \ I �` : o P2 VENT I I �� \ C� T �� 1 ���� I 3 1 H P20 EN TD P23 �'/ I P20 1.5 DBD / +� TD INCH f ' ENT / �3 INCH / I VENT w P20 I d�/ P20 �- 0 J °' TD 1. INC I w CH ENT / P20 O v� Tv T r�rnn V, Z 6'/ I Jp P02 / J O HS Onn cQ f— �' PHS v, L O Z P20 TD F— F zp Q w o J Q ��< Q z � w J U F- z ww cb � > HT HAIR TRAP DBD DOUBLE BOWL SINK/ DRIP BOARD BT BATHING TUB WF WATER FOUNTAIN NOTE: ALL UNDER SLAB SANITARY ALL DRAINAGE IS TO BE ALL VENT PIPING IS TO BE ALL FIXTURE W w DW SANITARY DRAIN PIPING o DRAIN PIPING IS 4-INCH UNLESS SLOPED, SIZED AND SLOPED AT 1/8-IN. PER FOOT DRAINS REQUIRE WC WATER CLOSET LS LAVATORY SINK WH WATER HEATER DB DOUBLE BOWL SINK OTHERWISE NOTED AND 2-INCH INSTALLED IN ACCORDANCE AND SIZED IN ACCORDANCE WITH A TRAP O G LEGEND VENT PIPING LHS LARGE HOSPITALITY SINK TD TRENCH DRAIN CO CLEANOUT DW DISHWASHER MINIMUM. ALL UNDERSLAB VENTING IS WITH THE INTERNATIONAL THE 2000 INTERNATIONAL V.T.R. VENT THROUGH ROOF HS HOSPITALITY SINK RWM RESIDENTIAL WASHING MACHINE FD FLOOR DRAIN JS JANITOR'S SINK 2-IN. UNLESS OTHERWISE NOTED. PLUMBING CODE 2000. PLUMBING CODE. Q FF WASTE FLUSH FIXTURE CWM COMMERCIAL WASHING MACHINE SH SHOWER VAC CENTRAL WET/DRY VACUUM THESE DRNNINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. DRAIN/WASTE/VENT RISER DIAGRAM REVISIONS CONTRACTORS: 0 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AID APPROVAL. OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN LE:eRNED INCORPORATED OF ANY DISCREPANCIES, INCONSISTENCIES OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. Q THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE WE RESERVE THE RIGHT 10 REJECT ANY SUBMITTAL IN WHOLE OR IN PART. SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN: JT$ APPR. BY: CSL. 3. CONTRACTORS SHALL PRODUCE COMPLETE. OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES DATE: -�j-07 WHICH ARE NORMALLY AND CUSTONARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK SCALE: NO SCALE H MEANS ACCEPTANCE OF THESE CONDITIONS. COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED SHEET NUMBER: 51 OF gs 1. THESE DESIGNS AND DRAWINGS ARE: THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. I p 5 1 MECHANICAL SCOPE OF WORK EQUIPMENT ENERGY CODE COMPLIANCE POWERED FILTRATION SCHEDULE COOLING HEATING THESE DRAWINGS AND Pj/60 00OLING REQ'D ACTUAL REQ'D ACTUAL REQ'D ACTUAL TAG RECIRC. UNIT QTY MANUFACTURER MODEL DESCRIPTION MAX WATTS NOTES THESE DRAWINGS REPRESENT THE MECHANICAL HVAC WORK FOR THE SOUTHOLD ANIMAL SHELTER. THE CONTRACTOR SHALL VERIFY THE EXISTING SITE CONDITIONS PRIOR TO EQUIPMENT CAPACITY BTU H SEER SEER HSPF HSPF EFF EFF THE EQUIPMENT (V BIDDING AND COMMENCING WORK ON THIS PROJECT. ALL QUESTIONS AND/OR DEVIATIONS FROM THIS DESIGN SHALL BE SUBMITTED TO THE ENGINEER IN WRITING FOR APPROVAL ENT 92 000 9.7 11.4 78 81 SPECIFIED HEREON PF-1 FC-1 1 RGF ENVIRONMENTAL PHI-357HO-16 14" HO 18 11 NOTE 1 MEET THE MECHANICAL PF-2 FC-2 1 RGF ENVIRONMENTAL PHI-357HO-16 14" HO 18 11 NOTE 1 2TTR4036 36,000 9.7 12 NA NA REQUIREMEt TS OF PF-3 RTU-3 1 RGF ENVIRONMENTAL PHI-357H0-16 14" HO 18 115 1 60 NOTE 1 z THE TERM 'PROVIDE' SHALL MEAN TO FURNISH AND INSTALL COMPLETELY. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS, AND ACCESSORIES SPECIFIED WITHIN THIS TTA090A 90 000 9.7 12.5 NA NA SECTION 803 OF THE DRAWING SET. ADDITIONALLY, THE CONTRACTOF SHALL PROVIDE AND INSTALL ANY EQUIPMENT MATERIAL ACCESSORY AND/OR HARDWARE REQUIRED TO COMPLETE A FULLY PF-4 RTU-4 1 RGF ENVIRONMENTAL PHI-357HO-16 14" HO 18 115 1 60 NOTE 1 -' OPERATIONAL SYSTEM. SUBMITTAL INFORMATION', AS OUTLINED BELOW, SHALL BE SUBMITTED AND APPROVED BEFORE THE RELATED INSTALLATION MAY COMMENCE. ANY DEVIATION IN 2TTR4060 60 000 9.7 12.5 NA NA 2000 INTERNATIONAL � TDX100 NA NA NA 78 91 ENERGY CONSERVATION PF-5 FC-5 1 RGF ENVIRONMENTAL PHI-357HO-16 14" HO 18 115 1 60 NOTE 1 z DESIGN DURING THE INSTALLATION PROCESS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. TDX120 NA NA NA 78 91 CODE 0 WITH THE 2002 PF-6 F0-6 1 RGF ENVIRONMENTAL I PHI-357HO-16 14" HO 18 115 1 60 NOTE 1 0 THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO FIELD VERIFY COORDINATION OF DUCTWORK, LIGHTING, SPRINKLER HEADS, CEILING TILES, AND STRUCTURAL OBSTRUCTIONS. TWE120 NA NA I NA 78 80 NYS AMENDMENTS SUBMIT COORDINATED REFLECTED CEILING PLANS FOR APPROVAL, WHERE APPROPRIATE. NOTE 1: CONTACT JONATHAN VAN DINE OF BUILDING PERFORMANCE ENGINEERING, LLC AT 860-305-1561 THE MECHANICAL CONTR10OR SHOULD VERIFY THAT THERE ARE NO ADDITIONAL FlREWALL PENETRATIONS. FIRE RATED DAMPERS ARE TO BE INSTALLED IN ANY WALL WITH A RATING FOR INSTALLATION AND PRICING DETAILS. ABOVE 1 HOUR AND PENETRATIONS SEALED TO MAINTAIN FIRE RATING OF WALL THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL PERMIT FEES, AND LOCAL BUILDING OFFICIAL REQUIREMENTS. DURING CONSTRUCTION, THE CONTRACTOR MAY CONTACT DESIGN LEARNED, INC. (860) 8139-7078. EQUIPME EXPOSED DUCTWORK E HVAC EQUIPMENT SHALL BE AS SPECIFIED IN THE MECHANICAL EQUIPMENT SCHEDULE AND CONSISTS OF GAS FIRED HEATING/ELECTRIC COOLING PACKAGE UNITS, INDOOR GAS ALL EXPOSED DUCTWORK SHALL BE LINDAB SPIRAL B FIRED FURNACES WITH COOLING COILS/EXTERIOR AIR-COOLED CONDENSERS AND ELECTRIC ENERGY RECOVERY VENTILATORS. WOUND. LINEAR REGISTERS SHALL BE METALAIRE REGISTERS OR EQUIVALENT. SUBMIT FIELD SKETCH OF d 0 W ALL ANY DEVIATIONS FROM THESE PLANS FOR APPROVAL Z Z 0 o TOR MOUNTED I.QUIPMENT SHALL BE SUP`LIED WITH VIBRATION ISOLATION MOUNTS (RESILIENTLY MOUNTED). PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION. S Q _ir -w o DUCTWORK: o?2ogJ D� Z �n w w F-U.co rn Lo SUPPLY REGISTERS SHALL BE COORDINATED WITH OTHER TRADES. THE RETURN AND EXHAUST REGISTERS SHALL BE COORDINATED WITH THE OTHER TRADES AND SUPPLIED WITH o o � z COARSE FILTERS. ALL DUCTWORK SHALL BE LOCATED AND ROUTED AS INDICATED. ALL DUCTWORK SHALL BE SUPPORTED IN ACCORDANCE WITH LOCAL CODES. ALL SUPPLY o J N DUCTWORK IS TO BE UNI=D WITH FUNGUS AND BACTERIA RESISTANT LINER (TO ASTM G 21) FOR THE FIRST TEN FEET FROM MOTORIZED EQUIPMENT. ALL DUCTWORK NOT LOCATED DESIGN BASIS ° zo WITHIN THE CONDITIONED SPACE SHALL BE INSULATED TO R-8 MINIMUM. FINALLY, WE EXPECT EXCEPTIONAL INSTALLATION QUALITY. ALL DUCTWORK SHOULD BE NEAT, CLEAN, LEVEL, PLUMB AND ATTREICTIVE. DUCT CONNECTIONS TO MOTORIZED EQUIPMENT WILL INCLUDE CANVAS TRANSITIONS. INSTALLATIONS WILL BE IMPRESSIVE AND FREE FROM EQUIPMENT SIZING BASED UPON No o MAINTENANCE OBSTRUCTIONS. THE FOLLOWING INFORMATION: z CONTROLS: CLIMATE DATA: � SUMMER DRY BULB - 91'F ° PROGRAMMABLE THERMOSTATS SHALL BE PROVIDED WITH THE EQUIPMENT AND SHALL BE LOCATED AS INDICATED ON THESE PLANS. SUMMER WET BULB to - 74'F qa qa ALL RECIRCULATING UNITE WINTER DRY BULB - 15'F SHALL BE EQUIPPED WITH FREEZESTATS AND SPACE MOUNTED HUMIDISTATS FOR REHEAT CONTROL DESIGN CONDITIONS: B MECHANICAL CONTRACTOR IS TO PROVIDE AND INSTALL ALL NECESSARY HVAC WIRING AND CONTROLS. SUMMER - 70'F, 50% RH ; '70F- AIR TREATMENT: WINTER BUILDING DETAILS: ALL RECIRCULATING UNITS SHALL BE SUPPLIED WITH MEDIUM EFFICIENCY, CHARCOAL-IMPREGNATED, PLEATED-MEDIA FILTERS MANUFACTURED BY AIRGUARD, OR EQUIVALENT. ALL WALLS - R-11 RECIRCULATING UNITS SERVING ANIMAL AREAS SHALL BE PROVIDED WITH RFG PHI (PHOTO-HYDRO-IONIZATION) SYSTEMS AS SPECIFIED IN THE POWERED FILTRATION SCHEDULE. ATTIC - R-30 SEQUENCE OF OPERATION: ALL ZONES: Ji A CALL FOR HEAT SHALL INMATE THE GAS-FIRED FURNACE. A CALL FOR HEATING SHALL ALSO DE-ENERGIZE THE REFRIGERANT COMPRESSOR. A CALL FOR COOLING SHALL DE-ENERGIZE THE FURNACE AND ENERGIZE THE REFRIGERANT COMPRESSOR. DEHUMIDIFICATION MODE SHALL ENERGIZE THE REFRIGERANT COMPRESSOR AND THE FACTORY INSTALLED REHEAT COIL. THE ENTFLkLPIC ECONOMIZER SHALL REGULATE FRESH AIR AT ALL TIMES, MINIMUM SET FOR ALL ECONOMIZER UNITS IS 10% OF TOTAL AIR FLOW. `- W_ �a SUBMITTAL INFORMATION: o a THE INSTALLING CONTRACTOR SHALL PROVIDE DESIGN LEARNED INC. WITH FIVE COPIES OF THE FOLLOWING DOCUMENT'S FOR APPROVAL: IL e 1. MANUFACTURER'S DATA SHEETS FOR ALL EQUIPMENT ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL REGARDLESS OF DEVIATIONS. PROVIDE SHOP DRAWINGS AND CONTROL DIAGRAMS FOR ALL SYSTEMS. 2. DUCTWORK SHOP DRAWINGS INDICATING DUCT SIZES, DUCT ELEVATIONS, DUCT LINER AND INSULATION, FLEXIBLE CONNECTIONS, DUCT SUPPORTS, EQUIPMENT LOCATION AND o CLEARANCES, AND TEMPERATURE SENSORS LOCATIONS FOR ANY DEVIATIONS FROM THESE DRAWINGS. 3. EQUIPMENT DATA INCLUSIVE OF SPECIFICATION, INSTALLATION, AND MAINTENANCE CATALOGS FROM THE MANUFACTURER, AS WELL AS FITTINGS AND FIXTURES. W 0 J J W O = _ CD z MECHANICAL EQUIPMENT SCHEDULE c MANUFAC'rUREF 'S DATA SHEETS FOR ALL TAG QUANTITY MANUFACTURER MODEL COOUNG COOLING REQ D HEATING HEATING HEATING REQ'D POWER FLA* MCB** WEIGHT DIMENSIONS NOTES J O EQUIPMENT ARE TO BE SUBMITTED TO THE AIRFLDW CAPACITY COOLING AIRFLOW INPUT OUTPUT HEATING = (HxwxD) O Q � ENGINEER FOR APPROVAL REGARDLESS OF (CENT) (MBH) (MBH) (CENT) (MBH) (MBH) (MBH) (V/0/HZ) (A) (A) (LBS) (INCHES) V, FC-1 INDOOR FURNACE 1 TRANE TDX100 1EO0 NA� 2.4 1600 100 94 20.5 115 1 60 12.9 15 196 42X27X31 NOTES 2 3 5 6 8 10 Z DEVIATIONS. FC-1 INDOOR CASED COIL 1 TRANE 2 4CXCB036 1E00 36 NA 1600 NA NA 15.5 NA INA NA 55 23X18X17 ACC-1 OUTDOOR CONDENSER 1 TRANE 2TTR4036 NA 36 NA NA NA NA 11.5 208-230 1 60 16.9 35 175 38X27X NO Q ERV-1 ENERGY RECOVERY VENTILATOR 1 RENEWAIRE EV450 3C0 NA NA 300 NA NA 7.6 208-230 1 60 3.5 15 40 17X38X48 NOTES 5 6 9 10 FC-2 INDOOR CCASEDCCOIL 1 TRANE 2 x4CXCB036 1EOO 36 NA 1600 NA 94 16.2 NA5 1 60 2,9 15 59INA NA56 42X27X31 NOTES 2 3 5 6 8 10 PROVIDE SHOP DRAWINGS AND CONTROL 28 DIAGRAMS FOR ALL SYSTEMS. ERV-2 OUTDOOR RECOVDERY ENSER VENTILATOR 1 R NEWNAIRE EV450 36 3C0 NA NA 300 NA 64 11 9 208-230 1 60 3.5 15 175 17X38X48 - NOTES 5 6 9 10 RTU-3 PACKAGED HEATING COOLING 1 TRANE YHCO92A3EL 3600 92 5.6 3600 120 97 NA 208-230 3 60 41.2 50 1066 47X54X89 NOTES 1 2 3 4 5 6 7 10 RTU-4 PACKAGED HEATING COOLING 1 TRANE YHCO92A3EL 3600 92 6.6 3600 120 97 NA 208-230 3 60 41.2 50 1066 6 ERV-4 ENERGY RECOVERY VENTILATOR 1 RENEWAIRE HE90ORTR 770 NA NA 770 NA NA NA 208-230 3 60 4.7 15 300 45X4OX87 NOTES 5 6 9 10 O �- F SPECIFICATIONS FC-5 FAN COIL U. 1 TRANE TWE09OAl 3600 90 6.8 3600 NA NA NA 208-230 3 60 6.3 15 388 25X48X54 NOTES 1 2 5 6 7 8 Z FC-5 DUCT FURNACE 1 TRANE GMND012 3500 NA NA 3600 125 100 NA 208-230 1 60 1.9 15 180 3SX4 X21 NOTES 2 5 6 8 W ACC-5 OUTDOOR CONDENSER 1 TRANE TTAO9OA NA 90 NA NA NA NA NA 208-230 3 60 g 66 OTE 7 W �n SPECIFICATIONS ARE PRCVIDED IN A-SIZE FORMAT AND ARE PART OF THIS CONSTRUCTION DRAWING SET. ERV-5 ENERGY RECOVERY VENTILATOR 1 RENEWAIRE HE900H 570 NA NA 570 NA NA NA 208-230 3 60 2.1 15 27X44X56 NOTES 5 6 9 U) IT IS THE RESPONSIBILITY' OF ALL CONTRACTORS TO READ AND UNDERSTAND ALL SPECIFICATIONS BEFORE FC-6 FAN COIL 1 TRANE TWE060Al 2400 60 4.9 2400 NA NA NA 208-230 3 60 7.7 15 298 22X38X48 NOTES 1 2 3 5 6 7 8 10 Z BIDDING AND BEFORE BEGINNING WORK. CONTRACTORS WILL BE HELD TO THE SPECIFICATIONS AND FC-6 DUCT FURNACE 1 TRANE GMND012 2400 NA NA 2400 125 100 NA 208-230 1 60 1.9 15 180 36X4OX21O O DRAWINGS. WE WILL NOT APPROVE ANY CHANGES, REWORK, SUBSTITUTIONS, OR OMISSIONS DUE TO THE ACC-6 OUTDOOR CONDENSER 1 TRANE 2TTR4060 NA 60 NA NA NA 208-230 1 60 28.8 307 7 36X39 - _ CONTRACTOR'S FAILURE TO FOLLOW THE SPECIFICATIONS. *FULL LOAD AAPACITY 0 **MAXIMUM CIRCUIT BREAKER a 0 NOTES: f= W Q - U 1. PROVIDE WITH BELT DRIVE SUPPLY FAN MOTOR WITH FIELD INSTALLED HIGH STATIC DRIVE. Z J 2. PROVIDE WITH PROGRAMMABLE THERMOSTAT. Q W 3. PROVIDE WITH ZONE MOUNTED HUMIDISTAT AND ASSOCIATED DEHUMIDIFICATION CONTROLS, INCLUDING REHEAT. o / ♦ Z - 4. PROVIDE WITH CUSTOM CURB FOR ERV INTERFACE, REFER TO RENEWAIRE INSTALLATION MANUAL FOR DETAILS. z 5. SUPPLY ALL EQUIPMENT CONTAINING FANS WITH AUTOMATIC FACP ALARM SHUTDOWN INTERFACES. V 6. PROVIDE ALL EQUIPMENT WITH VIBRATION ISOLATION MOUNTS, NON-FUSED DISCONNECT, AND POWERED CONVENIENCE RECEPTACLES. PAD MOUNTED UNITS MAY ONLY REQUIRE FLEXIBLE CONNECTIONS FOR VIBRATION ISOLATION. W 7. PROVIDE WITH FIELD INSTALLED EXTERNAL HOT-GAS BYPASS. T 8. SUPPLY WITH ENTHALPIC ECONOMIZING DAMPERS AND ASSOCIATED CONTROLS. mr 0: r v^ 9. INTERLOCK ERV WITH ASSOCIATED RTU/FC IN EACH ZONE. , 10. ERV, FC AND RTU SUPPLY FANS ARE TO BE ENERGIZED AT ALL TIMES FOR CONTINUOUS AIR CIRCULATION. 0 O CW L THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. CONTRACTORS: REVISIONS 1. CONTRACTORS SHALL PERFORM WORT( IN A NEAT, PROFESSIONAL, WORKMANUKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN LEARNED INCORPORATED OF ANY DISCREPANCIES, INCONSISTENCIES OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. THESE DRAWINGS AND DESIGNS HAVE: BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. SUBMITTALS AND CHANGES SHALL BE:APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN: KAN APPR. BY: ML 3. CONTRACTORS SHALL. PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED DATE: 01-31-07 INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK H MEANS ACCEPTANCE OF THESE CONDITIONS. SCALE: NO $CALF COPYRIGHT 02006, DESIGN LEARNED INCORPORATED SHEET NUMBER: 52 OF 66 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. A MECHANICAL CONTRACTOR TO FOLLOW "ors' ExrERlOR WALL Z 1. ELECTRICAL CONTRACTOR SHALL WIRE FACTORY INSTALLED DUCT DETECTORS IN AIR REINFORCED FINISHED GRADE THESE TRANSITION REQUIREMENTS EXACTLY HANDLING SYSTEM WHERE REQUIRED BY 2000 INTERNATIONAL MECHANICAL CODE. FLOOR CONCRETE COVER � cn UNLESS ALTERNATIVES COORDINATE EXACT LOCATIONS WITH MECHANICAL CONTRACTOR PRIOR TO COMMENCING .................... y W W y /W y Z TIVE ARE APPROVED BY WORK. ���"' o ....................... THE ENGINEER. 2. IMC STATES: SMOKE DETECTORS SHALL BE INSTALLED IN RETURN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM, IN THE RETURN AIR DUCT OR PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, AS REQUIRED 36 IN OR DECONTAMINATION EQUIPMENT AND APPLIANCES. ROOFTOP UNIT FOR PROPER SLOPE CONCRETE TILE 1 RTU 34 IN 3 CONDENSATE 1 FT MAX 5 DRAIN PIPE B 1 W MIN. R=W DUCT SMOKE 1 4TRANN 2 FT MIN o u USEEVANED DETECTOR Q o 0 6 �,� o ?o U ELL .. gow �W Z MAX SLOPE OF TRANSITIONS DTURN DUCT z�W MIN. RADIUS OF a W CURVED 2 FT MIN Z ELBOW —� lu mW W�g Irk o COARSE GRAVEL o co o 0°~ a= 3 5 X W Go �� MIN. (NO SCALE) z VANEELE DUCT DETECTOR LOCATION DETAIL No SCALE DRY WELL DETAIL (TYPICAL) . VOLUME 3 Z DAMPER C \� VANED SQUARE ELBOW NO SCALE DUCT CONSTRUCTION DETAIL (TYPICAL) ail ,C O •O G O Oh W ,c C b D O •c 0 DIFFUSER, GRILLE, AND REGISTER SCHEDULE W CALLOUT DESCRIPTION INLET SIZE (IN) FACE SIZE (IN) MODEL QUANTITY 0) J 0) 4000VH-08X06 METALAIRE 8x6 8x6 SERIES VH4000 2 .— W 4000VH-10X04—SW METALAIRE 10x4 100 SERIES VH4000 1 = }' rr^^ Z E 4000VH-10X08 METALAIRE 10x8 10x8 SERIES VH4000 3 v, 4000VH-10X08—SW METALAIRE 10x8 10x8 SERIES VH4000 2 J O 4000VH-24X06 METALAIRE 246 10x8 SERIES VH4000 1 O Q = F- 4004P-24XO3 METALAIRE 243 243 SERIES 4004P 8 vJ O 5000-06xO6 CEILING DIFFUSER 6x6 12x12 METALAIRE 5000 8 Z 5000-09xO9 CEILING DIFFUSER 9x9 12x12 METALAIRE 5000 25 Q 5000-1202 CEILING DIFFUSER 12x12 1808 METALAIRE 5000 2 5000-12x12—OA CEILING DIFFUSER 1202 1808 METALAIRE 5000 1 6000-3x24 CEILING DIFFUSER 60 3x24 METALAIRE 6050, TYPE 12 2 6000-306 CEILING DIFFUSER 60 306 METALAIRE 6050, TYPE 12 2 6000-5x24 CEILING DIFFUSER 60 5x24 METALAIRE 6050, TYPE 12 2 F CEILING FAN CEILING FAN 80 NA PANASONIC FV-11VF2 3 FAN LIGHT FAN LIGHT COMBO 60 NA PANASONIC FV-11VQL4 1 Q RH10x6 RETURN FILTER GRILLE 10x6 10x6 METALAIRE RH 3 W RH10x6—D( RETURN FILTER GRILLE 10x6 10x6 METALAIRE RH 4 Q RH1Ox6—SW SIDEWALL RETURN 6 0 10x6 METALAIRE RH 6 RH12x12 RETURN FILTER GRILLE 1202 1202 METALAIRE RH 13 ~ � Q RH12x12—EX RETURN FILTER GRILLE 12x12 1202 METALAIRE RH 2 3 r , RH18x18 RETURN FILTER GRILLE 18x18 18x18 METALAIRE RH 4 Z Q G U W THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. REVISIONS CONTRACTORS: 0 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN LEARNED INCORPORATED OF ANY DISCREPANCIES, INCONSISTENCIES, OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. 0 THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. SUBMITTALS AND CHANGES SHALL 13E APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN: KM APPR. BY: ML. 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED DATE: 01-31-•07 INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK SCALE: NO SCALE H MEANS ACCEPTANCE OF THESE CONDITIONS. COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED SHEET NUMBER: 53 OF 66 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE IXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. A z J V) z O U z B 0 0 o � a w OZ Z0 U m SU(wAU �W ui O U¢pC7_j 3m K ?�z:w aLL z aow emu. Ho �w o� u 0 zi n ~_ to W N z U 000 O O O -cc= co 2 3 �o z r� •y .w •�4 w c SICK ELECT. HOLD DROP—OFF LOBBY ZONE H T x a STORAGE P MECH _ � E SICK CATS o` EXAM FOOD PREP JAN. LAUNDRY OFFICE 0 GD-1 CAT GD - EXHAUST HOOD ZONE 1 STO. GROOM EXHAUST HOOD INSTALLED OVER BATHING TUB IN WET ROOM. H T GREOENHIECKESTAINTION LESS ISTEEL FIELD H OWNER. HOOD, MODEL 700 CFM H T ZONE 3 ZONE � � DESIGN FLOW. COORDINATE ALL DETAILS WITH OWNER PRIOR TO W _ PURCHASE OR INSTALLATION. PROVIDE HOOD WITH BACKDRAFT KENNEL 7KENNELQ � J W H T ---� LTAND BALANCING DAMPERS. � ZONE 2 D c;Lo. H T O = Z E STAFF PUPPY LOBBY � ZONE 6 EXHAUST HOOD FAN J 0 L O CAT EACH HD EXHAUST HOOD SHALL BE PROVIDED WITH ITS OWN v, O -4) 1xi EXHAUST FAN. THE FANS ARE TO BE WIRED TO WALL SWITCHES NEAR EACH HOOD TO ALLOW FOR INTERMITTENT USE. z GET ACQ. COORDINATE LOCATION OF SWITCH IN FIELD WITH OWNER. SUBMIT APPROPRIATE FAN FOR APPROVAL. CLASSROOM OCCUPANCY PROGRAM F EACH ZONE SHALL BE EQUIPPED WITH A 7—DAY PROGRAMMABLE CONTROLLER. THE SUPPLY FANS FOR ALL ZONES SHALL BE ENERGIZED AT ALL TIMES DURING OCCUPANCY FOR PROPER FRESH AIR CONTROL AND RECIRCULATION FILTRATION. OWNER AND STAFF SHALL BE FULLY TRAINED ON PROGRAMMING AND I o \ MAINTAINING THE EQUIPMENT. Q O - >- z Q NOTE Q -� = W Uz ALL THERMOSTATS SHALL BE LOCATED AT A MAXIMUM OF 54 IN W O 0 8 1 6' 24' ABOVE THE FINISHED FLOOR PER ANSI.A117.1. N ' G L LEGEND �H HUMIDITY SENSOR OT THERMOSTAT LOCATION THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. REVISIONS CONTRACTORS: 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING All RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FDR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHAM NOTIFY DESIGN LEARNED INCORPORATED OF ANY DISCREPANCIES, INCONSISTENCIES OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. Q THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE kiRPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHAM CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. SUBMITTALS AND CHANGES SHALL 13E APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN: KAN APPR. BY: ML 3. CONTRACTORS SHALL PRODUCE COMPLETE; OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK SCALE: 1/8' - 1' - 01 H MEANS ACCEPTANCE OF THESE CONDITIONS. COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED SHEET NUMBER: $4 OF BB 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. M -3 VENTING ALL FUEL BURNING APPLIANCES, SHALL INDOOR BE ORDERED AND 1 STALLED WITH AND WATER PF FILTERS A CONCENTRLE WITH A VEINT KIT TAND COMBUSTION KITS. THE EAR/EXHAUST DUCTING MUS UP AR UNIT IS NOT T E PENETRATIONS MAINTENANCE CLEARANCE `n THROUGH THE ROOF. INSTALL PHI FILTER TUBES (DESIGNATED PF) IN SUPPLY z REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DETAILS DUCTWORK UPSTREAM OF ANY BRANCHES. CONTACT JONATHAN ALL EXTERIOR PENETRATIONS SHALL BE PROPERLY FLASHED AND OF MUA EXHAUST, VAN DINE OF BUILDING PERFORMANCE ENGINEERING, LLC AT SEALED PER MANUFACTURERS RECOMMENDATIONS. INSULATE MAINTENANCE CLEARANCE ZONES ARE INDICATED BY DASHED N MUA COMBUSTION AIR IS TO BE PROVIDED THROUGH TWO INTAKE 860-305-1561 FOR INSTALLATION DETAILS. ALL DUCTWORK EXPOSED TO THE ELEMENTS TO R-8 MINIMUM. LINES AROUND MECHANICAL EQUIPMENT. CONTRACTOR TO zz DUCTS. DUCTS ARE TO TERMINATE 1 FOOT ABOVE THE FLOOR AND 1 CONTRACTOR TO PREPARE A FLASHING AND SEALING SKETCH COORDINATE CLEARANCE ZONES WITH OTHER TRADES TO U FOOT BELOW THE CEILING. DUCTS SHALL BE 150 SQUARE INCHES FOR ALL DUCT AND CONDUIT PENETRATIONS FOR SUBMISSION TO ENSURE AREA IS FREE FROM OBSTRUCTIONS. EACH. THE ENGINEER PRIOR TO FABRICATION. FIRE SYSTEM INTEGRATION ALL HVAC EQUIPMENT SHALL BE INTEGRATED WITH THE BUILDING WIDE -- FIRE ALARM SYSTEM AS REQUIRED. J Z B < o ° INTERIOR UNIT MOUNTING ACC-5 o° o 1 UZ� Z� U SQM �W z ALL INTERIOR MECHANICAL EQUIPMENT MUST BE SUSPENDED FROM THE Z w a LL a STRUCTURE ABOVEBRAT1ON SOLATTI N ASSEMBLIES OR SIMILAR ACC-0 POWER AND CONTROL WIRING _ z oow emu. �(top� � J A L O� n MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL CONTROL WIRING o co N co FOR HVAC EQUIPMENT. VERIFY POWER REQUIREMENTS WITH GENERAL °~ ACC-6 3 3 CONTRACTOR OR ELECTRICAL CONTRACTOR IN FIELD. -o Z ACC— RTU-4 ERV-4 ' EXHAUST VENT SETBACK c [� PF4 C EXHAUST AIR EXCLUSION ZONES INDICATED ON PLANS SHOW 10 FOOT -3 SICK ELECT. LHO SETBACK BETWEEN EXHAUST VENTS AND AIR INTAKES. RTUDROP-OFF LOBBY PF3 L) EXHAUST AIR EXCLUSION ZONES FOR ERV INTAKE (TYPICAL OF 3) STORAGE .o G P MECH SICK CATS i° ui EXAM 5 d 3 b p FOOD PREP JAN. LAUNDRY OFFICE 0 c- E -1 AT G R M 1=G- STO. -b PF5 6 Fl L W _ KENNEL KENNEL CLO. GET ACQ. Z ERV- O W z STAFF _ F - PUPPY LOBBY �1 0 O o CAT Cn 2 o V) Q CLASSROOM F EXHAUST HOOD FAN GD EXHAUST HOOD SHALL BE PROVIDED WITH ITS OWN J O EXHAUST FAN. THE FAN IS TO BE WIRED TO A WALL SWITCH NEAR THE HOOD TO ALLOW FOR INTERMITTENT USE. COORDINATE LOCATION OF SWITCH IN FIELD WITH OWNER. Q Q UJ F- z QZ � UW o � INTERLOCK WIRING CL 0' 8' 1 6' 24' EACH ZONES ERV AND FC/RTU MUST BE INTERLOCKED TO PROVIDE REQUIRED FRESH AIR TO EACH ZONE DURING OCCUPATION. W THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. REVISIONS CONTRACTORS: 0 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONA4 WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING DUCT FIELD MODIFICATIONS AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS MID APPROVAL OF LOCAL AUTHOR:'IES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHAM NOTIFY DESIGN LEARNED INCORPORATED OF ANY DISCREPANCIES, INCONSISTENCIES OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. Q4 1HESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR DUCTWORK SIZES BASED ON PRESSURE DROP AND AIR VELOCITY DESIGN PARAMETERS. DUCT SHAPE OF ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED ABOVE-CEILING DUCTS MAY BE CHANGED TO ACCOMMODATE ARCHTECTURAL AND STRUCTURAL FEATURES. INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. DRAWN: KAN APPR. BY: ISL SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. CONTACT DESIGN LEARNED AT (860) 889-7078 IF FIELD MODIFICATION OF ANY DUCT IS REQUIRED. 3. CONTRACTORS SHALL PRODUCE COMPLETE. OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES DATE: 01-31-07 WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK SCALE: Of m 1' - 0' H MEANS ACCEPTANCE OF THESE CONDITIONS COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED SHEET NUMBER: $5 OF BB 1. THESE DESIGNS AND DRAWINGS ARE: THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. m 4 NOTES: 1. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC CONTROLS AND CONTROL WIRING. ALL NEW CONTROL WIRING SHALL BE RUN IN EMT OR PVC: CONDUIT. A 2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC POWER WIRING AND POWER CONNECTIONS. z 3. E FIRST TEN FEET OF SUPPLY AND RETURN DUCTWORK SHALL BE J LINED WITH DUCT UI4ER INSULATION. SEE MECI'ANICAL SPECIFICATIONS. U) 4. EACH SUPPLY TAKEOFF SHALL HAVE ITS OWN MANUAL VOLUME o CONTROL DAMPER WHETHER SHOWN ON THE DRAWINGS OR NOT. EXPOSED DUCTWORK 5. FLEXIBLE DUCTWORK SHALL BE LIMITED TO A MAXIMUM OF 3 FEET FOR ALL EXPOSED DUCTWORK SHALL BE LINDAB SPIRAL ROUND. CONNECTION FROM RIGID DUCT TO DIFFUSERS, INSTALLED NEATLY LINEAR REGISTERS SHALL BE CUT-IN UNITS SUCH AS WITH PROPER HANGERS. SPIRO-COMFORT REGISTERS OR EQUIVALENT. SUBMIT FIELD 6. MANUFACTURER'S DATA SHEETS FOR ALL EQUIPMENT ARE TO BE ' " SKETCH OF EXPOSED DUCTWORK FOR APPROVAL PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION. COORDINATE ANY SUBMITTED TO THE ENGINEER FOR APPROVAL REGARDLESS OF DEVIATIONS. PAINT COLOR OR FINISH WITH ARCHITECT ON-SITE. 7. PROVIDE SHOP DRAWINGS AND CONTROL DIAGRAMS FOR ALL SYSTEMS. QJ O ACC-5 0 It DUCT FIELD MODIFICATIONS �Luz �z 5 �� W w ?�z�w a LL ACC,-0 z DUCTWORK SIZES BASED ON PRESSURE DROP AND AIR VELOCITY DESIGN PARAMETERS. DUCT SHAPE OF °°w ~" ~W�o u �W �� ABOVE-CEILING DUCTS MAY BE CHANGED TO ACCOMMODATE ARCHITECTURAL AND STRUCTURAL FEATURES. g ui III ACC-6 CONTACT DESIGN LEARNED AT (860) 889-7078 IF FIELD MODIFICATION OF ANY DUCT IS REQUIRED. ° ul o a co co w3 �o z ACC- RTU-4 EXPOSED DUCTWORK IN THESE ROOMS. 5000-06xO6 FINISH COORDINATION C [�] RH10x8 6000- .� 24 285 RTU-3 16 ^K RH10x8 a� x 245 RH10 g VERIFY COLOR AND STYLE OF ALL DIFFUSERS AND GRILLES WITH 375 285 50 09x09 ARCHITECT PRIOR PURCHASE. COORDINATE ANY EXPOSED DUCT ' 5000- x0 Zs fi 3x3 '� 5 FINISH WITH ARCHITECT PRIOR TO PURCHASE OR INSTALLATION. ' 50 `�I 45 P-OF v �nn BY 5000-09xO9 300 x 5000-09 09 RH12x12 250 -� 600 5000-09x09 R x22 �000-06x 09x09 \ STO _ _ — 5 100 100 000 1�1�08 6RHH120 2 L) C / 00 RH1Dx6s 4000VH-1 OX08-S / 30 0-09x09 N �� RICK C 325 4000 08 300 EXPOSED DUCT LOCATIONS a 140 o THE REAR KENNELS ARE DESIGNED FOR EXPOSED DUCTWORK. ALL a 3 OTHER SPACES REQUIRE ATTIC RUN DUCT OR DUCTS THAT ARE a D FOOD P �¢��{_08 O6 `� JA - 0 ROUTED THROUGH CHASES. REFER TO ARCHITECTURAL SHEETS FOR / LAU N D R 160 EI C E 00 000-09x09 80 CHASE LOCATIONS. ;a -- 2x22 25 0 4000VH- 8XO �s 11 0L OOOVH-10X - W „r RH12x12 0 0 09 300 0o C-i _ 00 E— 50 22 RH 202 RH12 2 R 12x12 ` o 43 100 430 4 0 69d1 I 20 2 RH 0 20 4000VH" 00 600 600 I 100 x19 16 0 140 140 I-lbu0 x09 '� 4004, 24X03 4004P-24X03 000-09x09 80 0 00 I 4004P-24X03 40 24�(0,, -� 400 4 0 40 400 50 100 RH22x22 200 �P�4X _ 5000-06x RH12x12 1 100 400 0 �� j� 500 Q 140 0- ' �110 4000VH 1�X08 40 4P-24X0r2xl2T 1 _ Ox8 5000 9x 400 00 80 J fl0 350 0©. 25 5000 9x09 J 140 pp_ 5000. 9 9 ,6L 000-09x09 225 O \ H1202 RH 2x12 255 20x F - 32,5 100 80 _ ZE 30 44 6 00-5x2 0 0 06x06 J 1111M H10x6 2 5 1 45G' -12x12 RH12x 5000-09xO9 J 5 0-09x09 RH1 x6 - © GOO-06x 0 750 225 J O \ If x o O Q 000-0 x � 500 � r-• T 75 140 100 80 � O / 5000-1 x12 5000-09x09 5000-09x09 z RH22x22 00 - Q 1100 ---- _ - CLASSROOM 5000-09xO9 191 5000-09xO9 5000-09x09 250 250 250 co F Z � cr 250 x 250 x W �-- J D Zpo z QZ � Q = aQ U 0' 8' 16' 24' G CL �D v, THESE DRAWINGS BASED ON ARCHTECTURAL DRAWINGS RECEIVED 12/18/06. LEGEND ® SUPPLY DIFFUSER —� SUPPLY AIR FLOW DIRECTION REVISIONS CONTRACTORS: Q 1. CONTRACTORS SHALL PERFORM WORT( IN A NEAT, PROFESSIONAL., WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING RETURN GRILLE/REGISTER �-► RETURN EXHAUST AIR ROW DIRECTION ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN LEARNED AND DESIGNS HAVE BEEN D OF ANY IEVELOPED FOR THE PURPOSE O INcdNSISTENCIES OR F�CONSTRUCTION;ENCES PRIOR TO COMMENCING CONSTRUCTION. I ADDITIONAL INFORMATION IS NEEDED FOR ® EXHAUST GRILLE/REGISTER ——— RETURN/EXHAUST DUCTWORK � ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE, WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. SUBMITTALS AND CHANGES SHAM BE:APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. FRESH AIR GRILLE REGISTER SUPPLY DRAWN: J(M APPR. BY: ML 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES / /FRESH AIR DUCTWORK WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIRED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED _ DATE: 01-31-07 INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK H MEANS ACCEPTANCE OF THESE CONDITIONS. SCALE: 1 8' - 1' - O• COPYRIGHT 02006, DESIGN LEARNED INCORPORATED SHEET NUMBER: 56 OF 66 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE �■ EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATEE. m 5 NOTES: 1. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC CONTROLS AND CONTROL WIRING. ALL NEW' CONTROL WIRING SHALL BE RUN IN EMT OR PVC CONDUIT. COMMERCIAL DRYER A 2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC COMMERCIAL DRYER SHALL BE PROVIDED WITH A COMBUSTION AIR N POWER WIRING AND POWER CONNECTIONS. INTAKE DIFFUSER AS SHOWN. DIFFUSER TO BE FITTED WITH AN 3. THE FIRST TEN FEED OF SUPPLY AND RETURN DUCTWORK SHALL BE OPPOSED BLADE, LOW LEAKAGE, ACTUATED DAMPER, INTERLOCKED WITH z THE DRYER CONTROLS SUCH THAT THE DAMPER OPENS WHEN DRYER LINED WITH DUCT LINER INSULATION. SEE MECHANICAL SPECIFICATIONS. RELAY IS ENERGIZED. v=i z 0 4. EACH SUPPLY TAKEOFF SHALL HAVE ITS OWN MANUAL VOLUME CONTROL DAMPER WHETHER SHOWN ON THE DRAWINGS OR NOT. 5. FLEXIBLE DUCTWORK SHALL BE LIMITED TO A MAXIMUM OF 3 FEET FOR CONNECTION FROM (RIGID DUCT TO DIFFUSERS, INSTALLED NEATLY WITH PROPER HANGERS. EXPOSED DUCTWORK 6. MANUFACTURER'S DATA SHEETS FOR ALL EQUIPMENT ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL REGARDLESS ALL EXPOSED DUCTWORK SHALL BE LINDAB SPIRAL ROUND. OF DEVIATIONS. LINEAR REGISTERS SHALL BE CUT-IN UNITS SUCH AS SPIRO-COMFORT REGISTERS OR EQUIVALENT. SUBMIT FIELD 7. PROVIDE SHOP DRAWINGS AND CONTROL DIAGRAMS FOR ALL SYSTEMS. SKETCH OF EXPOSED DUCTWORK FOR APPROVAL PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION. COORDINATE ANY PAINT COLOR OR FINISH WITH ARCHITECT ON-SITE. J Z L3 di 0 r C)z z0 O m ❑j O U` J J cc?22JW dW PROVDE INTAKE TO CEILING UNCONDITIONED,DIFFUSERESH FOR R FINISH COORDINATION W ~Wyj O LL O Q 0 O DRYER CONSUMPTION. INTAKE WALL o coN Z PENETRATION IS TO BE INSTALLED m ci ¢ 3 WITH A BIRDSCREEN. VERIFY COLOR AND STYLE OF ALL DIFFUSERS AND GRILLES WITH MOTORIZED DAMPER TO BE ACTUATED ARCHITECT PRIOR PURCHASE. COORDINATE ANY EXPOSED DUCT z BY D2YER CONTROL SIGNAL, DAMPER FINISH WITH ARCHITECT PRIOR TO PURCHASE OR INSTALLATION. SHALL BE GREENHECK MODEL VCD-23 OR EQUIVALENT. ERV-4 DUCT SHALL BE RIGID STEEL, INSULATED TO R-8 MINIMUM. DRYER EXHAUST, PROVIDE r-14 03 0 z ;d WITH ROOF JACK AND RAIN c El PROOF SIDE DISCHARGE slcK DRYER EXHAUST DUCT ELECT. HOLD a EXHAUST AIR EXCLUSION DRYER EXHAUST DUCT SHALL BE RIGID METAL; ALUMINUM OR DROP-OFF ZONES. FRESH AIR INTAKE GALVANIZED STEEL THE INTERIOR IS TO BE SMOOTH WITH NO EXHAUST AIR EXCLUSION LOBBY TYPICAL OF 3 PROTRUSIONS. PROVIDE WITH AN ACCESSIBLE CLEAN OUT FITTING AT ZONE, DRYER COMBUSTTON �' THE BASE OF VERTICAL PIPE RISE. INSTALL PER 2003 IMC, SECTION AIR. 504. COORDINATE LOCATION OF ALL DUCTING, ROOF PENETRATIONS FRES CONNECTION TO AND FLASHING IN FIELD. Ji FC-5 RETURN DUCT. ��) 1 TORAGE C P MECH _ E 10 sicK CATSRV EXHAUST VENT SETBACK EXPOSED DUCTWORK IN THESE ROOMS. ® EXAM 5 w a_ 3 777 e 1 QO EXHAUST AIR EXCLUSION ZONES INDICATED ON PLANS SHOW 10 FOOT D / OFFICE SETBACK BETWEEN EXHAUST VENTS AND AIR INTAKES. 90 $0 ! 10 RH10x -EX RH1 x6-EX IR CONNE ON 0 - 150 150 -1 RETU DUCT. E _1 AT\ G -6 EXPOSED DUCT LOCATIONS / BATHR00 EXHAU , PR VID --- DAMPER AND RAINPROOF, DISCHARGE D. REFER TO WITH ROOF JACK AND RAIN ELEC HEETS DETAILS. 100 F HOOD. THE REAR KENNELS ARE DESIGNED FOR EXPOSED DUCTWORK. ALL W EXHAUS AIR ONNE TION TO n OTHER SPACES REQUIRE ATTIC RUN DUCT OR DUCTS THAT ARE I RN ROUTED THROUGH CHASES. REFER TO ARCHITECTURAL SHEETS FOR Q CHASE LOCATIONS. KENNEL KENNEL Fan J FRESH CONNEClI N� ERV-2 W FC-2 RE7l DIJC��' O = z E / STAFF PUPPY \ — X I' an LOBBY J O ::;) ilin Fan O Q = c �- \ � 1 CAT Xn GET z \ �x a BATHROOM EXHAUST, PROVIDE WITH BACKDRAFT DAMPER AND RAINPROOF, DISCHARGE HOOD. REFER TO CLASSROOM ELECTRICAL SHEETS DETAILS. F -- D z O Ld U Q - � JF- z Q z Q F— _ _ (1) Ucn � w W Q 0' 8' 1 6' 24' a: G U. x W LEGEND THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. CONTRACTORS: SUPPLY DIFFUSER SUPPLY AIR FLOW DIRECTION REVISIONS 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR DETAINING RETURN GRILLE/REGISTER RETURN/EXHAUST AIR FLOW DIRECTION ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL.AUiHORIITES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN LEARNED INCORPORATED OF ANY DISCREPANCIES,INCONSISTENCIES, OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. z EXHAUST GRILLE/REGISTER ——— RETURN EXHAUST DUCTWORK THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL. PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. DRAWN: APPR. BY: CSL SUBMITTALS AND CHANGES SHAM BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. FRESH AIR GRILLE/REGISTER SUPPLY/FRESH AIR DUCTWORK 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES DATE: -�-Q] WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK SCALE: 1/8w w it - 0' H MEANS ACCEPTANCE OF THESE CONDITIONS. SHEET NUMBER: 57 OF 66 COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR AAY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE - 6 EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. A CENTRAL VAC Z Q INSTALL AQUA AIR AA-150 PER MANUFACTURERS INSTRUCTIONS, INCLUDING SANITARY DRAIN AND VENT UP THROUGH ROOF. ADHERE V) TO MANUFACTURERS DIRECTIONS FOR PIPING INSTALLATION AND o MINIMUM RADIUS. COORDINATE ALL VAC OUTLET LOCATIONS, TYPES c� AND ACCESSORIES WITH OWNER PRIOR TO PURCHASE OR INSTALLATION. 2 B M O Q Z O Q � �OU Zp O 8 U au Z_ d' OpUc U �a O U>¢>O 2 U J J W Z ?22JW 6LL Q Wz J_J 1•:O H O �N zV 3 �0 006 cr 3 mm �3 �o z J I V.� •w SICK ELECT. HOLD c DROP-OFF LOBBY t i STORAGE EDY P MECH SICK CATS EXAM cx Eli E FOOD PREP JAN. LAUNDRY � OFFICE � D a F CAT GROOM ZSTO. W KENNEL KENNEL CLO. 0 I— STAFF PUPPY O W ED LOBBY E CAT � J..I o � Q = r^ 0 GET ACQ. V, o V) z Q CLASSROOM F Ld J J � F_ ~ Q O Z a: >- F- a 0' 8' 1 6' 24' zj LEGEND WU G ® WALL HOSE OUTLET F® COMBO FLOOR SWEEP NOTES: 1. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC CONTROLS AND CONTROL WIRING. ALL NEW CONTROL WIRING SHALL BE RUN IN EMT OR PVC CONDUIT. THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. 2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HVAC POWER WIRING AND POWER CONNECTIONS. REVISIONS CONTRACTORS: 0 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING 3. THE FIRST TEN FEET OF SUPPLY AND RETURN DUCTWORK SHALL BE AND FIRE SUM CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING LINED WITH DUCT LINER INSULATION. SEE MECHANICAL SPECIFICATIONS. ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHAM. NOTIFY DESIGN 4. EACH SUPPLY TAKEOFF SHALL HAVE ITS OWN MANUAL VOLUME LEARNTHESE DRAWINGS ANINCORPORATED DESGN OF SHAVE BEEN DDISCREPANCEVELOPED FOR CIES OR THEPURPOSE F CONSTRUCTION;TO COMMENCING IIF ADDITIONAL INFORMATION IS NEEDEDFOR CONTROL DAMPER WHETHER SHOWN ON THE DRAWINGS OR NOT. 0 ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL. CONTACT DESIGN DARNED INCORPORATED PRIOR TO PURCWSE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PARE. 5. ALL AIR HANDLING EQUIPMENT SHALL BE MOUNTED ON OR SUSPENDED DRAWN: SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. FROM THE STRUCTURE WITH RESILIENT HARDWARE. SPRING ISOLATORS KM APPR. BY: ML 3. CONTRACTORS SHALL. PRODUCE CDMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES SHALL HAVE A ONE INCH STATIC DEFLECTION. DATE: 01-31-07 WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT' DESIGN LEARNED INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK 6. FLEXIBLE DUCTWORK SHALL BE LIMITED TO A MAXIMUM OF 5 FEET FOR SCALE: 1/8' - 1' - 0' Fi MEANS ACCEPTANCE OF THESE D)NDITIONS. CONNECTION FROM RIGID DUCT TO DIFFUSERS, INSTALLED NEATLY SHEET NUMBER: 58 OF 66 COPYRIGHT 02006, DESIGN LEARNED INCORPORATED WITH PROPER HANGERS. 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE 7. MANUFACTURER'S DATA SHEETS FOR ALL EQUIPMENT ARE TO BE TO THE OWNER AT HIS REQUEST. SUBMITTED TO THE ENGINEER FOR APPROVAL REGARDLESS 2. THEY MAY NOT BE DUPUCATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE OF DEVIATIONS. EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. GAS PIPE SIZING GAS PIPE SUPPORT PIPE PROTECTION GAS VALVES LEGEND SPACING OF SUPPORTS SHALL NOT EXCEED 8 GAS GAS PIPING THE NEW YORK BUILIDNG CODE INVOKES IFGC FEET FOR 3/4 AND 1-INCH PIPING, 10 FEET ALL GAS PIPING SHALL BE PAINTED FOR EACH PIECE OF GAS-FIRED EQUIPMENT SHALL 2000. THIS CODE HAS BEEN USED FOR GAS WEATHER PROTECTION AFTER ALL ASSEMBLY A FOR 1-1, AND OR LARGER (HORIZONTAL) BE PROVIDED WITH ACCESSIBLE, APPROVED PIPE SIZING. PIPING, AND EVERY OTHER FLOOR FOR AND TESTING. MANUAL SHUTOFF VALVE WITHIN 6 FEET OF Z LONGEST RUN FOR 0.5 PSIG PIPING IS 150 FT 1-1/4-INCH OR LARGER (VERTICAL) PIPING. THE UNIT IN ACCORDANCE WITH THE IFGC z FROM THE METER. SIZES BASED ON IFGC 2000 2000 REQUIREMENTS. TABLE 402.3(2) FOR A SUPPLY PRESSURE .5 0 PSI OR LESS WITH A 0.5 INCH W.C. PRESSURE z DROP FOR 200 FT EQUIVALENT LENGTH. v 1 INCH CONDENSATE DRAIN GAS PRESSURE SHALL BE REGULATED TO 0.5 �._PSII; AT THE METER. CONDENSATE DRAIN PIPING TO BE RUN IN THE ATTIC AND TERMINATED \\\\ AT SANITARY DRAINS WHEREVER POSSIBLE. INSTALLATION OF ANY REARRANGI=MENT OF EQUIPMENT WHICH -� CONDENSATE PUMPS MAY BE REQUIRED, REFER TO MANUFACTURER CHANGES THE K4XIMUM EFFECTIVE LENGTH OF SPECIFICATIONS. ALTERNATELY ONE OR MORE DRY WELLS MAY BE THE GAS LINE WILL REQUIRE RESIZING OF THE RTU-4 INSTALLED AND THE CONDENSATE DRAIN LINE RUN TO THEM. REFER TO GAS PIPING. DRY WELL DETAIL 3 INCH ATTIC STUB 1 INCH CONNECT TO ^_ -EXTERIOR � B CJ � ¢ LLI U 0 Za U RTU-3 SICK ELECT. g HOLD 8 ui 1 �Z ci a O o ui J Z,d 1/21NCH W aLL Z -, DROP-OFF Z m W -LL ,-O 0 LOBBY 1-1/4 INCH , , AS GAS GENERATOR o� M-t W� 21N co �N Z� 2 INCH EXTERIOR GENERATOR IS OPTIONAL. IF °° �� a m gU SELECTED, FEED GAS SUPPLY LINE FROM MAIN o STORAGE � MANIFOLD OUTSIDE THE BUILDING. CONTACT Z 1 1 4 IN H DESIGN LEARNED FOR LOCATION, SIZING AND Q P M EC H CONSTRUCTfON DETAILS. 100KW GENERATOR Q CONSUMES 525 CFH AT 100%, WITH 1 IN SICK CATS NPTF INLET. EXAM .. FOOD PREP JAN. LAUNDRY 1 INCH OFFICE GAS 1-1/4 INCH o 1-1/4 INCH C-1 � FC-5 CAT CRO ' STO. --� -- Y FC-6 - GAS METER LOCATION 1-1/4 INCH a ----T9_7� v 1-1/4 INCH AN ATTIC STUB OUT IS SHOWN ON THESE PLANS FOR CONNECTION TO m THE GAS METER FEED. REFER TO CIVIL ENGINEERING DRAWINGS FOR E KENNEL KENNEL METER LOCATION. COORDINATE LOCATION IN FIELD WITH RTU LOCATIONS s AND KEYSPAN ENERGY. q C LO. a 3 1 INCH D 7� STAFF F - PUPPY GAS LOBBY Ll I __ I CAT GET ACQ. W _ 0 APPROXIMATE GAS METER CLASSROOM J LOCATION. VERIFY IN FIELD. J W O = . � rn Z V, Q O OQ c 0 Q v 0' 8' 16' 24' F V, rQ V O w � �— J U0 � J DRAIN PIPING z Z � Q 0 ALL CONDENSATE DRAIN PIPING SHALL BE 3/4 = Z INCH BLACK IRON OR SCHEDULE 40 PVC. 0. G W CL THESE DR kWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. CONTRACTORS: REVISIONS 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING 0 AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FT)R VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN LEARNED INCORPORATED OF ANY DISCREPANCIES INCONSISTENCIES, OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION, THESE DRAWINGS AND DESIGNS WIVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. BRAWN: KM APPR. Ell (;$L 3. CONTRACTORS SHALL PRODUCE COMPLEX, OPERABLE:, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED DATE: 01-31-07 INCORPORATED IF ANY PORTION 01-A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK MEANS ACCEPTANCE OF THESE CONDITIONS. SCALE: 1/8' - 1' - 0' COPYRIGHT 02006, DESIGN LEARNED INCORPORATED SHEET NUMBER: 59 OF 66 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR' USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATE. m 8 GAS PIPE SUPPORT GAS PIPE SUPPORTS PIPE PROTECTION GAS VALVES CONDENSATE DRAIN INSULATION GAS PIPE SIZING SPACING OF SUPPORTS SHALL NOT EXCEED 8 AT ROOFTOP LEVEL, SECURE STEEL PIPING IN DRAIN PIPING CONDENSATE DRAIN PIPING TO BE RUN IN THE ATTIC AND TERMINATED AT SANITARY DRAINS WHEREVER POSSIBLE. INSTALLATION OF ALL MECHANICAL PIPING, DUCTWORK AND EQUIPMENT LOCATED OUTSIDE THE NEW YORK BUILDDNG CODE INVOKES IFGC FEET FOR 3/4 AND 1-INCH PIPING, 10 FEET PILLOWBLOCK PIPESTANDS, EVERY 8 FEET. A-I- � PIPING SHALL BE PAINTED FOR EACH PIECE OF GAS-FIRED EQUIPMENT SHALL AT PUMPS MAY BE REQUIRED, REFER TO MANUFACTURER 2000. THIS CODE HAS BEEN USED FOR GAS WEATHER PROTECTION AFTER ALL ASSEMBLY THE CONDITIONED SPACE SHALL BE FULLY INSULATED AS OUTLINED IN A FOR 1-1/4-INCH OR LARGER (HORIZONTAL) SUGGESTED SUPPLIER: MIRO INDUSTRIES, BE PROVIDED WITH ACCESSIBLE, APPROVED � � PIPE SIZING. AND TESTING. ALL CONDENSATE DRAIN PIPING SHALL BE 3/4 SPECIFICATIONS. ALTERNATELY ONE OR MORE DRY WELLS MAY BE (— PIPING, AND EVERY OTHER FLOOR FOR SANDY, UTAH, 800-768-6978 MANUAL SHUTOFF VALVE WITHIN 6 FEET 0= THE SPECIFICATIONS. Z LONGEST RUN FOR 0.5 PSIG PIPING IS 200 FT 1-1/4-INCH OR LARGER (VERTICAL) PIPING. THE UNITIN ACCORDANCE WITH THE IFGC INCH BLACK IRON OR SCHEDULE 40 PVC. INSTALLED AND THE CONDENSATE DRAIN LINE RUN TO THEM. REFER TO DRY WELL DETAIL FROM THE METER. SIZES BASED ON IFGC 2000 2000 REQUIREMENTS. cn TABLE 402.3(6) FOR A SUPPLY PRESSURE .5 0 PSI OR LESS WITH A 0.5 INCH W.C. PRESSURE c� DROP FOR 250 FT EQUIVALENT LENGTH. GAS PRESSURE SHALL BE REGULATED TO 0.5 PSIG AT THE METER. GENERATOR ANY REARRANGEMENT OF EQUIPMENT WHICH 120 MBH EXTERIOR GENERATOR IS OPTIONAL. IF CHANGES THE MAXIMUM EFFECTIVE LENGTH OF 132 CFH SELECTED, FEED GAS SUPPLY LINE FROM MAIN THE GAS LINE WILL REQUIRE RESIZING OF THE 1 INCH MANIFOLD OUTSIDE THE BUILDING. CONTACT GAS PIPING. DESIGN LEARNED FOR LOCATION, SIZING AND CONSTRUCITON DETAILS. cis Z B \ o � U c'9S 250 MBH Z i ma o 278 CFH gZ W _LL a 1-1/4 INCH W J Z 'o W F LL 1—O GPS S G � s o 0 _ cq S s Q J J n 00 co cn 450 MBH GPS co N Z co 3 GQS CqS CFH / Gpc' 125 MBH o 2 ____<� ;: I 570 MBH 2 NCH CqS 139 CFH 634 CFH 1-1/4 INCH Scn GP 2 INCH qS / Cq cn 1165 MBH / S .. 1295 CFH 3 INCH GPS cqS 200 MBH FC-6 G 222 CFH ' 125 MBH ig 1-1/4 INCH GPG' 13939 CFH Cps125 MBH c GPI' � qS cn S G cI 139 CFH 0- q s RTU-3 / FC-5 1-1/4 INCH 120 MBH \ 125 MBH .Q 132 CFH GPc� Cqs 139 CFH 595 MBH n 475 MBH GAS 661 CFH E 2 INCH 528 CFH / 100 MBH 2 INCH wa 3 111 CFH Q 1 INCH rn Cq Scn 'v Q o C' cis / ¢ FC-I /< > GAS Q 100 MBH c� 111 CFH GPS r; 120 MBH GPS 100 MBH S V) I t ' t 13 CFH 111 CFH / L.1..1 \ 1 NCH 1 INCH Gq cqS GP`' T Z E S 2: RTU-3 F- 120 MBH Q CqS 132 CFH � � O p Q I- Q co cn Z FC-2 Q 100 MBH 300 MBH 0 Cqs 11111 CFH 334 CFH 150 MBH WATER HEATER \ 1-1/2 INCH 167 CFH CqS WATER HEATER \ 150 MBH C�1S F cqS 167 CFH 150 MBH 167 CFH 1-1/4 INCH w V rWn C9 �175 MBH Z 195 CFH Q c� 1-1/4 INCH 3 TT rr^^ UQ G Q THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. 150 MBH 167 CFH REVISIONS CONTRACTORS: 1-1/4 INCH Q 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSDNAL. WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. V 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN CqS Q LEARNED INCORPORATED OF ANY DISCREPANCIES, INCONSISTENCIES OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. COM. DRYER THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED 150 MBH Q INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. 167 CFH SUBMITTALS AND CHANGES SHAl BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN: j5W APPR. BY: aL 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES LEGEND DATE: -31-Ip] WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LLARNED INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK . , . H MEANS ACCEPTANCE OF THESE CONDITIONS. RES. DRYER 25 MBH GAS GAS PIPING 0 GAS METER/REGULATOR SCALE: 1 8 - 1 - 0 COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED 28 CFH SHEET NUMBER: 60 OF Bs 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERLY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE — EXPRESS, WRITTEN CONSENT 01' DESIGN LEARNED INCORPORATED. M9 5 6 A z J z O U Panel ROOM VOLTS 208Y/120V 3P 4W AIC 22,000 Panel ROOM VOLTS 208Y/120V 3P 4W AIC 22,000 MOUNTING SURFACE BUS AMPS 200 MAIN BKR 200 MOUNTING SURFACE BUS AMPS 200 MAIN BKR 200 H VC FED FROM UTILITY NEUTRAL 100% LUGS STANDARD P 1 FED FROM UTILITY NEUTRAL 100% LUGS STANDARD NOTE NOTE : CKT CKT LOAD CKT CKT LOAD CKT CKT LOAD KT CKT LOAD GENERAL NOTES B # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION # BKR KVA CIRCUIT DESCRIPTION 1. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ELECTRICAL SERVICE EQUIPMENT AS SHOWN AND -00 AS STATED ON THESE DRAWINGS, IN THE ELECTRICAL SPECIFICATIONS, AND IN ACCORDANCE TO THE AUTHORITY a o F o 1 30/2 3.52 ACC-1 a 2 30/3 6.3 ACC-5 1 20/1 0.512 LIGHTING a 2 20f1 0.512 LIGHTING HAVING JURISDICTION. < 06 c z.2 0 3 b 4 3 20/1 0.385 LIGHTING b 4 20;1 0.385 LIGHTING o �_ W W 5 30/3 5.99 ACC-6 c 6 o a "w Z / 5 20/1 0.914 LIGHTING c 6 20J1 0.97 LIGHTING 2. MECHANICAL HVAC EQUIPMENT FOR THIS PROJECT HAS BEEN SPECIFIED WITH SAFETY DISCONNECTS, z w a LL MAINTENANCE RECEPTACLES, AND AUTOMATIC FAC.P. ALARM SHUTDOWN INTERFACES. THE ELECTRICAL 7 a 8 20/2 3.33 ACC-2 7 20/1 1.09 LIGHTING a 8 20f1 0.385 LIGHTING Z CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR AND CONNECT AUTOMATIC ALARM 9 ( b 10 9 20/1 0.865 LIGHTING b 10 20f1 0.577 LIGHTING oL zL W° N SHUTDOWN INTERFACES TO THE FIRE ALARM CONTROL PANEL (FAC.P.). U. o i? 11 20/3 0.978 ERV4 c 12 30/3 8.6 RTU4 11 20/1 0.866 LIGHTING c 12 20f1 0.516 LIGHTING 13 a 14 13 20/1 0.289 LIGHTING a 14 20f1 0.82 CNTRGFI, DUPL, TRWASH 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONNECTORS, WIRE, CONDUIT, w� ci ¢� 3 15 b 16 15 20/1 1.5 CIRC, Duplex Rec b 16 20/1 1.44 SMT MOUNTING HARDWARE, FASTENERS, AND ANY OTHER ASSOCIATED ELECTRICAL ITEMS REQUIRED TO SUPPORT THE 17 30/3 8.6 RTU3 c 18 20/2 1.2 COMDRY 17 20/1 0.72 FOOD DISPOSER c 18 20 f 1 0.5 FIRE ALARM SYSTEM OPERATION OF THE MECHANICAL EQUIPMENT SCHEDULED FOR THIS INSTALLATION. �z 19 a 20 19 20/1 0 SPACE a 20 2011 0.36 TELCOM QUAD 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL HACR CIRCUIT BREAKERS FOR ALL NEW HVAC r_ 21 b 22 20/2 0.728 ERV2 21 20/1 1.1 RECEP b 22 20�1 1.78 Duplex Rec, QUAD c� 23 50/2 8.3 COMDSHWSH, COMWASH c 24 23 20/1 1.6 QUAD c 24 20j1 10.72 Duplex Rec EQUIPMENT. Q. 25 a 26 20/1 0.728 ERV1 25 20/1 1.44 Water Heater Rec a 26 20;1 ;1.8 RECEPTACLE 5. ELECTRICAL CONTRACTOR SHALL PROVIDE A TYPED BRANCH CIRCUIT WIRING UST FOR EACH PANEL 27 20/1 0.312 FC-5B b 28 20/3 1.31 FC-5A 27 30/1 1.98 CNTRGFI, DUPL, WP b 28 20 f 1 '1.18 CNTRGFI, TRWASH, WP SUPPORTING THIS INSTALLATION AND COPY THE OWNER AND DESIGN ENGINEER. BE SURE EACH SUPPORTING 29 20/3 0.45 ERV5 c 30 29 20/1 1.26 CNTRGFI, DUPL c 30 20 f 1 1.26 CNTRGFI, DUPL, WP PANEL HAS A WIRING UST ATTACHED ON THE INSIDE OF THAT SAME PANEL `a 31 a 32 .... �. 31 20/1 1.8 DISHWASHER a 32 20 f 1 0.72 FOOD DISPOSER C 33 b 34 20/2 0.312 FC-6B 33 20/1 1.16 CNTRGFI, DUPL, QUAD b 34 20f1 1.16 CNTRGFI, QUAD, WP 6. CONTRACTOR SHALL PROVIDE, INSTALL, AND SIZE (PER THE N.E.C.) ALL CONDUIT FOR EQUIPMENT SUPPORTED es 35 20/3 1.6 FC-6A c 36 35 20/1 0.54 RECEP, WP RECP c 36 20 f 1 10.54 RECEP, WP RECP BY ALL NEW DISTRIBUTION PANELS SHOWN ON THIS RISER AND IN THESE DRAWINGS. c� 37 a 38 20/1 1.48 FC-1 37 20/1 0.9 CNTRGFI, DUPL, WP a 38 20f1 10.9 Duplex Rec, WP RECP cr; 39 b 40 20/1 1.48 FC-2 39 20/1 0 SPACE b 40 20 f 1 0 SPACE v 41 20/1 0 SPACE c 42 20/1 0 SPACE 41 20/1 0 SPACE c 42 20f1 0 SPACE CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA CONN. KVA CALC. KVA Y LIGHTING 0 0 (1257.) CONTINUOUS 0 0 (125%) LIGHTING 8.27 10.3 (125%) CONTINUOUS 0 0 (1257.) `- LARGEST MOTOR 8.6 10.8 (1257.) HEATING 0 0 (1007.) LARGEST MOTOR 1.44 1.8 (1257.) HEATING 0 0 (1007.) OTHER MOTORS 35.4 35.4 (1007.) NONCONTINUOUS 0 0 (1007.) OTHER MOTORS 0.24 0.24 (100%) NONCONTINUOUS 1.64 1.64 (100%) RECEPTACLES 3.46 3.46 (507.>10) KITCHEN EQUIP 7.8 7.8 (100%) RECEPTACLES 22.1 16 (50%>10) KITCHEN EQUIP 1.8 1.8 (100%) NONCOIN/DIVERSE 0 0 (N/A) NON COIN/DIVERSE 0 0 (N/A) E TOTAL KVA 55.2 57.4 TOTAL KVA 35.4 31.8 BALANCED THREE PHASE AMPS 159 BALANCED THREE PHASE AMPS 88.5 w d 3 PHASE BALANCE PERCENT. PHASE A 115% PHASE B 93.6% PHASE C 91.2% PHASE BALANCE PERCENT: PHASE A 97.6% PHASE B 114% PHASE C 88.1% D c 0 ELECTRICAL SCOPE OF WORK w ELECTRICAL PANEL SCHEDULE NOTE J ELECTRICAL CONTRACTOR SHALL NOT PROVIDE CIRCUIT BREAKERS FOR UN-USED SPACES SHOWN ON THE GENERAL j w PANEL SCHEDULES. PROVIDE AND INSTALL BLANKING PLATES IN UN-USED SPACES. THIS SCOPE OF WORK IS A GENERAL GUIDE FOR THE ELECTRICAL SYSTEMS FOR THE SOUTH HOLD ANIMAL SHELTER LOCATED IN SOUTHOLD, NEW YORK. THE ELECTRICAL O z SERVICE TO THIS FACILITY SHALL BE A NEW 208Y/12OV, 3 PHASE, 4-WIRE, 600 AMP SERVICE. THE NEW SERVICE SHALL BE CONNECTED TO A 208Y/12OV, 3 PHASE, E 4-WIRE, 600 AMP EXTERIOR COMBINATION CT/MCB CABINET WITH DISCONNECT AND METER. THE FEEDER CONDUCTORS SHALL PENETRATE THE EXTERIOR WALL AND CONNECT TO TWO NEW INTERIOR 208Y/12OV, 3 PHASE, 4-WIRE, 200 AMP MAIN BREAKER PANELS LOCATED INSIDE THIS FACILITY. A BACKUP GENERATOR SYSTEM HAS J O BEEN DESIGNED AS WELL. IF THE GENERATOR IS INSTALLED, AN INTERIOR MOUNTED BATS SWITCH WILL INTERSECT THE PANEL FEEDS AS SHOWN ON THE ONE-LINE O r LIGHT FIXTURE SCHEDULE NOTE DIAGRAM. r C!� 8)ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT, FASTENERS, HARDWARE, AND WIRE FOR ALL ELECTRICAL DISTRIBUTION EQUIPMENT. ALL EXPOSED �REFER TO THE SECOND FLOOR LIGHTING LAYOUT SHEET (E-6) FOR LIGHTING QUANTITIES AND SPECIFICATIONS INTERIOR SERVICE AND BRANCH CIRCUIT CONDUCTORS SHALL BE THHN/THHW, 75 DEGREE, COPPER CONDUCTORS ROUTED IN EMT, OR PVC SCHEDULE 40 CONDUIT. ALL � INTERIOR CONCEALED BRANCH CIRCUIT WIRING SHAD_ BE THHN/THHW, 75 DEGREE, COPPER CONDUCTORS ROUTED IN SCHEDULE 40 PVC, OR EMT CONDUIT, OR MC CABLE. Q AND NSTALLEDALL EXTERIOR CBYDUIT SHALL BE THE ELECTRICAL (GID METAL.CONTRACTOR TOL CONDUITS SHALL BE PROVIDED SUPPORT ELECTRICAL, MECHANICAL,D INSTALLED WITH PULL AND PLUMBING EQUIPMENTRAS REQUIRED ACLES AND AND SHOWN ONXES THESEALL BE PROVIDE DESIGN SPECIFICATIONS DRAWINGS. ANY FIRE RATED WALLS THAT ARE PENETRATED SHALL BE CAULKED AND SEALED PROPERLY TO ALL STATE AND LOCAL BUILDING CODES. ALL CONDUIT AND PULL BOXES SPECIFICATIONS ARE PROVIDED IN A-SIZE FORMAT AND ARE PART THIS CONSTRUCTION DRAWING SET. IT SHALL BE ABOVE CEILING OR INSIDE FINISHED WALLS WHERE APPLICABLE. PROVIDE ALL CONNECTORS, FASTENERS, AND HARDWARE TO CREATE A SECURE AND NEAT IS THE RESPONSIBILITY OF ALL CONTRACTORS TO READ AND UNDD ERSTAND ALL SPECIFICATIONS BEFORE BIDDING AND 13EFORE BEGINNING WORK. CONTRACTORS WILL BE HELD TO THE SPECIFICATIONS AND INSTALLATION. ALL PANELS, CONDUIT RUNS, J-BOXES, AND WIRE SHALL BE PROPERLY LABELED. DRAWINGS. WE 'WILL NOT APPROVE ANY CHANGES, REWORK, SUBSTITUTIONS, OR OMISSIONS DUE TO THE ALL INTERIOR LIGHTING SHALL BE PROPERLY SCHEDULED AND INSTALLED TO SUIT THE ENVIRONMENT IT HAS BEEN DESIGNED TO SUPPORT. IN SOME AREAS WHERE THE CONTRACTOR'S FAILURE TO FOLLOW THE SPECIFICATIONS. ENVIRONMENT IS WET, DAMP, OR EXTREMELY HAZARDOUS THE LIGHTING FIXTURES WILL NEED TO BE PROPERLY GASKETED AND SEALED TO PREVENT AN UNSAFE WORK PLACE. IN THE BOARDING AREAS, WHERE APPLICABLE, LIGHTING SHALL BE MANUALLY CONTROLLED TO SUPPORT FREQUENT CLEANING AND THERAPY. ALL WIRING FOR w F INTERIOR LIGHTING FIXTURES SHALL BE IN EMT OR PVC CONDUIT. a. EXTERIOR BUILDING MOUNTED ENTRY LIGHTING SHALL BE OF A TYPE TO GUIDE PEOPLE WALKING SAFELY TO THE FACILITIES ENTRANCE AND EXIT DOORS. EXTERIOR LIGHTS NOTES: SHALL BE CONNECTED TO, AND CONTROLLED BY A 7 DAY 24 HOUR TIMER SWITCH. O Q �^ v, 1. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE AND ACCESSORIES NECESSARY TO COMPLETE THIS INSTALLATION. TELECOMMUNICATIONS SYSTEM SERVICE TO THIS FACILITY SHALL BE CONNECTED TO A NEW TELEPHONE BLOCK, AND PROVIDED BY THE ELECTRICAL CONTRACTOR. THE NEW 0 Z W TELECOMMUNICATION BLOCK SHALL BE MOUNTED ON A NEW 4 FOOT HIGH BY 4 FOOT WIDE BY 3/4 INCH THICK EXTERIOR GRADE PLYWOOD BACKBOARD SECURELY Q j 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER BUSES, NEUTRALS, BOLTED GROUND BARS, NEMA 1 BOXES, STANDARD VENTED TRIMS, AND ALL FASTENED, PAINTED BLACK, AND LOCATED ON A WALL INSIDE THIS FACILITY. TELEPHONE WIRE SHALL BE ROUTED FROM THE TELECOMMUNICATION BLOCK TO THEIR RESPECTIVE LOCATIONS. TELEPHONE WIRE SHALL BE IN EMT OR PVC SCHEDULE 40 CONDUIT AND NEATLY LABELED. J NAMEPLATES (WITH MASTIC BACK). 3. USE ABOVE LISTED ITEMS OR EQUIVALENT. SUBMIT ALL ALTERNATIVES FOR APPROVAL EMERGENCY SYSTEMS SHAD_ BE INSTALLED THROUGHOUT THIS FACILITY. ALL COMPONENTS SHALL BE WIRED BACK TO THE NEW FIRE ALARM CONTROL PANEL (F.A.C.P.) z r�1 LOCATED ON THE WALL INSIDE THE FRONT ENTRANCE. A KNOX BOX SHALL BE INSTALLED IN THE EXTERIOR WALL OF THIS FACILITY JUST OUTSIDE THE FRONT ENTRANCE. Q V O w 4. ALL CONDUCTORS MUST BE 75, COPPER, THHN/THWN, UNLESS OTHERWISE SPECIFIED. THE KNOX BOX SHALL CONTAIN A SPARE KEY TO THE FRONT DOOR OF THIS FACILITY SO THE FIRE DEPARTMENT CAN GAIN ACCESS IN CASE OF AN EMERGENCY. VISIBLE o ' STROBE UGHTS SHOULD NOT BE INSTALLED IN ANY OF THE ANIMAL AREAS. DESIGN LEARNED INC. RECOMMENDS NOT TO USE STROBE LIGHTS, THEY ARE KNOWN TO CAUSE SEIZURES IN CERTAIN ANIMALS. EMERGENCY LIGHTS AND EXIT SIGNS SHAD_ BE INSTALLED AND LOCATED TO LEAD PEOPLE QUICKLY AND SAFELY TO THE NEAREST ~ U EGRESS AND BUILDING EXIT. ALL EXIT DOORS SHALL HAVE AN ADJACENT FIRE ALARM MANUAL PULL STATION INSTALLED. HEAT DETECTORS SHALL BE INSTALLED IN 1 U. BATHING AREAS, IN HAZARDOUS AREAS, AND ABOVE ACCESSIBLE CEILINGS. SMOKE DETECTORS SHAD_ BE INSTALLED ON CEILINGS IN GENERAL AREAS SUCH AS, WAITING W O coV AREAS, LOBBIES, OFFICE AREAS, VESTIBULES, OR ENTRY AREAS. MECHANICAL HVAC EQUIPMENT HAVING THE CAPACITY OF 2000 CFM OR GREATER, SHALL HAVE A DUCT SMOKE DETECTOR IN THE RETURN AIR DUCT OR PLENUM UPSTREAM OF ANY AIR FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION J G EQUIPMENT AND APPLIANCES. IN THE EVENT OF A FIRE THE DUCT DETECTORS SIGNAL ACTIVATES AN AUTOMATIC SHUTDOWN SEQUENCE TO THE HVAC UNITS. W ALL DEBRIS SHALL BE REMOVED FROM INSIDE PANELS, ALL CONNECTIONS SHALL BE SECURELY FASTENED, AND ALL PANELS, CONDUIT, J-BOXES, AND WIRE SHALL BE NEATLY LABELED TO CREATE NEAT AND CLEAN OPERATING SYSTEMS. ALL ENCLOSURES SHA1.1, HAVE NAMEPLATES. KENNEL AREAS: THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. THESE AREAS ARE FREQUENTLY WASHED DOWN, THEREFORE, ALL RECEPTACLES IN THESE AREAS MUST BE NEMA 313 REVISIONS WATERPROOF GFCI RECEPTACLES WITH GASKETED Q CONTRACTORS: COVERS. ALL LIGHT SWITCHES SHALL BE SINGLE POLE AND 3-WAY, AND SHALL BE IN A NEMA 3R ENCLOSURE WITH GASKETED COVERS. FIRE ALARM IN THIS AREA WILL 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING HAVE HEAT DETECTORS, PULL STATIONS, AND HORNS. AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN OTHER AREAS: 0 LEARNED INCORPORATED SI ANY DISCREPANCIES,DEVELOPED TOR THEs, OR INTERFERENCES CON ES PRIOR TO COMMENCING INFORMATION OTHER THAN KENNEL AREAS, ELECTRICAL REQUIREMENTS ARE MORE TYPICAL THE ELECTRICAL CONTRACTOR SHOULD PLAN ON INSTALLING RECEPTACLES AS NOTED ON THESE DRAWINGS AND DESIGNS HAVE BEEN DEVER ANY FOR THE PURPOSE OF EN CONTRACTOR IF ADDITIONAL CT DESIGN A NEEDED FOR THESE DRAWINGS. OTHERWISE INSTALL RECEPTACLES AS REQUIRED BY THE N.E.C. AND AUTHORITY HAVING JURISDICTION. FIRE ALARM IS CONVENTIONAL FOR THIS AREA ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN WITH SMOKE DETECTORS, PULL STATIONS, HORNS, STROBES, AND HORN/STROBE COMBINATION. DRAWN: KAN APPR. E3Y: ML SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES DATE: 01-31-07 WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED THE ELECTRICAL CONTRACTOR SHALL SHOW, AND STATE, AS AN ALTERNATE, A SOUND SYSTEM FOR MUSIC THROUGHOUT THIS FACILITY, A EMERGENCY BACK-UP sAALE: NO SCALE INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK GENERATOR, AND A VISUAL COMMUNICATION SYSTEM WITH KENNEL STAFF. H MEANS ACCEPTANCE OF THESE (ZNDMONS. SHEET NUMBER: 61 CF 66 COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE 1 OUTDOORS 4 12 INCHES a •• 1 + = 12 INCHES DOOR _ 2 ELR ZONE 4 A s► r S RTU-3 S RTU-4 z WALL SCONCE: 5 5 ELR ZONE 3 ATTIC N \ HORN/STROBE - - \ I�DFC 5 Sp FC 6 Z F o S S S S S S S S S S S S S S S S S S S S S S S S S S S FIRST IFLOOR P P FIRE ALARM PULL STATION LIGHT SWITCH 5 5 3 • '► ' ..�• Irv.p_ P H H H H H H H H H ELR ZONE 2 ,. P P Z o B 80 INCHES I I O N WALL ASSEMBLY ij z P J o TELECOM WALL BOX 1. FLOOR OR WALL ASSEMBLY MIN. 5" THICK NORMAL WEIGHT P S o t w CONCRETE FLOOR OR WALL OR MIN. 7 5/8" THICK MASONRY WALL ° w a DUPLEX RECEPTACLE HAVING A MIN. 2 HOUR FIRE RESISTIVE RATING WITH A NOMINAL P Z o l;; I.-m uj 48 INCHES 6 DIA. OPENING. o� W R o P 2. STEEL PIPE SLEEVE (OPTIONAL) NOMINAL 6" DIA. SCHEDULE °o N z © 40 OR HEAVIER STEEL PIPE SLEEVE. (2 TRADE SIZES LARGER °~ m 3 THAN CONDUIT). ENEW F.A.C.P. ELR ZONE 1 `° 3 H/S H/S H/S H/S H/S H/S H/S H/S ° 18 INCHES FLOOR 3. STEEL OR EMT CONDUIT NOMINAL 4" DIA. RIGID CONDUIT a� CENTERED IN THE THROUGH OPENING. IN ACCORDANCE WITH N.F.P.A. 72, SECTION ' \ 4. FORMING MATERIAL MINERAL WOOL, MIN. DENSITY OF 4.4 PCF 4-5.3.2.1.6.1, TWO TELEPHONE LINES ARE c \ / FIRMLY PACKED WITHIN THE OPENING TO A NOMINAL THICKNESS REQUIRED TO SUPPORT DACT TRANSMISSION ?. OF 3" FOR FLOORS. FOR WALLS, THE MINERAL WOOL SHALL BE CHXNEELS. ROUTE EACH LINE IN SEPARATE CENTERED IN THE OPENING. CONDUITS AND IN DIFFERENT DIRECTIONS AS 1. MEASURING FROM TOP OF SWITCHES AND PULL STATIONS, MAXIMUM HEIGHT WILL BE NO MORE THAN 48 INCHES FROM THE FLOOR. SHOWN ON TELECOMMUNICATION DRAWING FOR C SAFETY PURPOSES. 2. FROM THE BOTTOM OF RECEPTACLES TO THE FLOOR WILL BE NO MORE THAN 18 INCHES, EXCEPTION, IN DOG ACCESSIBLE AREAS RECEPTACLES SHALL BE 5. FILL, VOID OR CAVITY MATERIAL*-FILL MATERIAL THAT IS " TROWELED INTO THE OPENING TO A MIN. THICKNESS OF 1/2 MOUNTED AT 46 INCHES A.F.F.. IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION 3. WALL MOUNTED LAMP FIXTURES AND SIGNALING DEVICES WILL BE NO LESS THAN 80 INCHES FROM THE FLOOR. INSTRUCTIONS. IN WALLS, THE FILL MATERIAL SHALL BE SYMBOL LEGEND NO SCALE NOTES: ( ) INSTALLED ON BOTH SURFACES OF THE OPENING. TYPICAL WALL MOUNT DIMENSIONAL DETAIL " " 1.REQUIREMENTS,IS A S,OND DDFMANUFACTURER'SSABLE , IRE ALARM DIAGRAM IS JUST A GENERAL GUIDE, CONTRACTOR SHALL PROVIDE AND INSTALL ALL FIRE ALARM EQUIPMENT PER N.E.C. AND N.F.P.A. FACP FIRE ALARM CONTROL PANEL BEARING THE UL CLASSIFICATION MARKING (COMPONENTS ARE SHOWN HERE TO ILLUSTRATE ANSI A117 COMPLIANCE AND MAY NOT BE PART OF THIS FROJECT) (NO SCALE) S o� SMOKE DUCT DETECTOR c- FIRE STOP DETAIL 2. CONTRACTOR SHALL CONNECT ALL NEW FIRE ALARM EQUIPMENT TO THE NEW FIRE ALARM CONTROL PANEL (F.A_C.P.). VISUAL COMMUNICATIONS SYSTEM NOTES: SMOKE DETECTOR NOTES: 3. CONTRACTOR SHALL COORDINATE THE MOUNTING OF ALL FIRE ALARM EQUIPMENT WITH ALL TRADES FOR BUILDING SYSTEMS COORDINATION. 1. DUE TO HIGH VOLUME KENNEL NOISE, THIS "ALTERNATE" SYSTEM DESIGN IS CREATED TO NOTIFY AND COMMUNICATE WITH H HEAT DETECTOR E 1. IN ACCORDANCE WITH N.E.C. SECTION 250-52, PROVIDE AND INSTALL TWO GROUND RODS AT LEAST 8 FEET LONG 4. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED EXPANSION CARDS, MODULES, FASTENERS, CONNECTORS, MOUNTING HARDWARE, AND ANY OTHER REQUIRED ACCESSORIES TO CREATE A NEAT � o STAFF EMPLOYEES LOCATED IN THE KENNEL AREAS. AND CLEAN OPERATING FIRE ALARM SYSTEM. AND 6 FEEL' APART (ELECTRODES SHALL NOT BE SMALLER THAN 5/8 INCH IN DIAMETER). LOCATE AGAINST THE ., 2. THE TEKTONE RS816 MASTER STATION SHALL BE LOCATED AT THE RECEPTION AREA AND PROGRAMMED TO SIGNAL A EXTERIOR WALL. BOND GROUNDING RODS TO GROUNDING BUS IN ELECTRICAL PANEL. GROUND RODS MUST HAVE AT ®Q FIRE INDICATOR HORN ONLY (NO STROBE LIGHT) w LEAST 8 FEET OF LENGTH IN CONTACT WITH THE SOIL, 5. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL DUCT DETECTORS IN AREAS SPECIFIED ON THESE DRAWINGS, AND SHALL BE INSTALLED IN THE RETURN SIDE OF AIR DISTRIBUTION SYSTEMS � COLORED LIGHTS ON THE LI804 REMOTE DOME STATION LOCATED IN THE KENNEL AREAS. EACH COLORED LIGHT SHALL BE HAVING A DESIGN CAPACITY OF 2000 CFM OR GREATER, UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT AND APPLIANCES. a D SIGNIFICANT TO A CERTAIE! MEANING (SPECIFIED BY THE OWNER TO HIS STAFF). 2. ALL PIPE AND ROD ELECTRODES MUST HAVE 8 FEET OF LENGTH IN CONTACT WITH SOIL REGARDLESS OF ROCK COORDINATE WITH MECH4NI('AL CONTRACTOR FOR EXACT DUCT DETECTOR LOCATIONS. SEE DUCT DETECTOR LOCATION DETAIL FIRE INDICATOR STROBE LIGHT ONLY (NO HORN) 3. A FOUR BUTTON PERIPHERAL STATION (SF804) SHALL ALSO BE LOCATED IN THE KENNEL AREAS. THIS STATION'S BUTTONS BOTTOM IN ORDER TO ENSURE THAT THE UPPER END OF THE ELECTRODE IS FLUSH WITH OR BELOW GROUND LEVEL 6. CONTRACTOR SHALL IAIAYE PROVISIONS TO CONNECT FA.C.P. AUTOMATIC SHUTDOWN SEQUENCE INTERFACES TO MECHANICAL HVAC UNITS. MAKE THESE PROVISIONS PER ALL NATIONAL AND STATE © FIRE ALARM PULL STATION IS ALSO COLORED COLORS COINCIDE WITH COLORS ON THE L1804 . WHEN A COLORED LIGHT TURNS ON THE L1804, THE UNLESS THE ABOVEGROUND PORTION IS PROTECTED AGAINST PHYSICAL DAMAGE. ( ) CODES, AUTHORITY HAVING JURISDICTION, AND MANUFACTURER'S INSTRUCTIONS. EMPLOYEE IN THE KENNEL AREA SHALL PUSH THE SAME COLORED BUTTON ON THE SF804, AND THIS SHALL SHUT OFF THE 3. IN ACCORDANCE WITH N.E.C. SECTION 250-104, STATES THAT THE INTERIOR METAL WATER PIPING SYSTEM SHALL BE ELR END OF LINE RESISTOR LIGHT NOTIFYING THE MASTER STATION (RS816) THAT THE MESSAGE HAS BEEN RECEIVED. BONDED TO THE SERVICE EQUIPMENT ENCLOSURE, THE GROUNDED CONDUCTOR AT THE SERVICE, THE GROUNDING 7. QUANTITY OF SMOKE AND HEAT DETECTORS MAY VARY DEPENDENT ON MANUFACTURER'S SPACING SPECIFICATIONS BETWEEN EACH DETECTOR, AND AUTHORITY HAVING JURISDICTION. - - - - - - - ELECTRODE CONDUCTOR WHERE OF SUFFICIENT SIZE, OR TO THE ONE OR MORE GROUNDING ELECTRODES USED. Hr�h FIRE INDICATOR HORN/STROBE LIGHT _§s__l_00 P 80 L1804 4. THE INTERIOR METAL WATER BE BONDED TO XFRMR POWER DOME CONDUCTOR AT THE SERVICE ANDPING SIZEDHALL IN ACCORDANCE WITHTTABLE 250- 6UIPMENT ENCLOSURE, THE GROUNDING FIRE ALARM RISER DIAGRAM 24VAC SUPPLY LAMP 100VA PL467 ISF804 PROVIDE CLAMPS SUITABLE FOR `- WALL PROOM ATION DIRECT BURIAL OR EXOTHERMIC WELD. PLATE J rn TO 120 VAC TO NEW 125 KW, THREE PHASE BACK-UP W `- SOURCE EMERGENCY GENERATOR. VERIFY LOCATION ANDEl CONTRACTOR TO PROVIDE SEPERATE PRICING FOR REQUIREMENTS FROM OWNER PRIOR TO PURCHASE BACKUP GENERATOR AND ATS INDICATED ON THIS = r^ Z TEKTONE (RS816) AND INSTALLATION. CD E MASTER STATION IAUX DRAWING. ATS J o ALTERNATE - KENNEL VISUAL COMMUNICA11ONS SYSTEM (2) 3-1/2 INCH RIGID METAL CONDUIT CONTAINING FOUR 500 KCMIL ORM O Q TAN 6 THHN/THWN COPPER CIRCUIT CONDUCTORS AND ONE 1/0 AWG ��^^ INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR (TYPICAL OF 2). (2) 2-1/2 INCH EMT CONDUIT CONTAINING FOUR #000 V, O0 HVC THHN/THWN COPPER CIRCUIT CONDUCTORS AND ONE 6 !J T _ CT MCB MAIN BREAKER AWG INSULATED COPPER EQUIPMENT GROUNDING 208Y/12OV, CONDUCTOR (TYPICAL OF 2). Q 30, 4-WIRE, TELECOMMUNICATION SYSTEM NOTES: 200 A, CONTRACTOR SHALL VERIFY UTILITY COMPANIES 600-AMP 30 4-WIRE 42 SPACE 1. ELECTRICIAN SHALL PROVIDE AND INSTALL THE FOLLOWING: 4. ALL TELECOMMUNICATION AND DATA WIRING SHALL BE UP REQUIREMENTS FOR METER SOCKET PRIOR TO UTILITY APPROVED PANEL INSIDE NEW WALLS (WHERE POSSIBLE), AND SHALL BE PURCHASE AND INSTALLATION. NEMA-3R COMBINATION A. ALL NEW CONDUIT. NEATLY ROUTED LABELED BUNDLES. IF ROUTING IS CT CABINET AND B. ALL TELEPHONE CABLE, MAIN CIRCUIT BREAKER U1ILITY BOXES FACE PLATES EXPOSED CONTRACTOR SHALL INSTALL WIRING IN EMT PROVIDE AND TO NEW FIRST FLOOR JACKS, CONNECTORS, AND ASSOCIATED MOUNTING HARDWARE CONDUIT. GROUNDING DETAIL INSTALL A UTILITY D METER O BRANCH CIRCUITS. FOR TELEPHONE AND DATA CONNECTIONS. NEW 600 A, 3,�, 4 WIRE ELECTRICAL 208Y/120V C. ALL SURFACE MOUNTED RACEWAYS, AND ASSOCIATED ITEMS 5. ALL TELEPHONE CONNECTIONS SHALL BE EIGHT WIRE SERVICE FFOM UTILITY COMPANY. SOCKET METER IN F REFER TO CML DRAWINGS FOR PAD P1 FOR INSTALLATION. (FOUR PAIR) TO ACCOMMODATE TELEPHONE, FAX, OR CONDUIT MAIN BREAKER MODEM REQUIREMENTS AT ALL LOCATIONS. PROVIDE AND INSTALL UNDERGROUND RED TAPE MOUNT TRANSFOMER LOCATION, 2. PROVIDE AND INSTALL 4 FT. HIGH BY 4 FT. WIDE, 3/4 IN. (MANUFACTURED 8Y SERVICES AND MATERIALS CO.), SERVICE ROUTING AIlD TRENCHING DETAILS. 308Y/120V, GROUNDED �, 4-WIRE, rr^^ ��^^ EXTERIOR GRADE PLYWOOD BACKBOARD, PAINTED BLACK, FOR 6. VERIFY ALL TELEPHONE AND COMPUTER JACK LOCATIONS 12 INCHES BELOW GRADE. CONDUCTOR 200 A, V V, TELEPHONE SYSTEM. WITH OWNER PRIOR TO COMMENCING WORK. (2) 3-1/2 INCH UNDER-SLAB 42 SPACE a: J SERVICE RIGID METAL CONDUIT PANEL 3. CONTRACTOR TO MAKE PROVISIONS FOR 7. CONTRACTOR SHALL PROVIDE PULL CORDS IN ALL FINISHED GRADE BACKFILLED EARTH PHASE CONTAINING FOUR 500 KCMIL ELECTRICAL CONTRACTOR SHALL PROVIDE w t Q TELECOMMUNICATION, AND DATA WIRING IN ALL INDICATED TELECOMMUNICATION CONDUITS. CONDUCTOR THHN/THWN COPPER CIRCUIT AND INSTALL ONE #00 COPPER AREAS. F CONDUTDETAL. CONDUCTORS AND ONE 1/0 EQUIPMENT GROUNDING CONDUCTOR. TO NEW FIRST FLOOR �~- W BRANCH CIRCUITS. - - - - - - - - - - - 12 IN. AWG INSULATED COPPER � 1 VERIFY LOCATIONS WITH OWNER PRIOR TO 24 IN. \\ - CRUSHED STONE TEQUIPMENT GROUNDING 3 0 Q TELEPHONE CONNECTION 31 IN. - \� CONDUCTOR. PURCHASE AND INSTALLATION. PROVIDE AND OR SAND. INSTALL ALL CONNECTIONS REQUIRED BY 37 IN. ;BLOCK OMPUTER/DATA CONNECTION OWNER. - 3 INCH RIGID METAL CONDUIT. NOTE: - (TYPICAL OF 2 IN THIS TRENCH) U Z FA.C.P. REQUIRED ►- NEW TELECOMMUNICATION 1. PROVIDE AND INSTALL PULL CORDS IN ALL SAND 6 FEET W Q G (TYP. OF 2) ►- TELEPHONE UERVIYCESCABL FROM CONDUIT RUNS. J 2. EACH CONDUIT SHALL HAVE 4 CONDUCTORS. 1 1 1 TELEPHONE BLOCK DETAIL 1 (350 KCMIL) SERVICE GROUN EDNDUCTORS CONDUCTOR. F SINGLE LINE DIAGRAM SEE CONDUIT DETAIL 3. SERVICE CONDUCTORS SHALL BE THHW 75' C THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. COPPER CONDUCTORS. CONTRACTORS: SERVICE ENTRANCE CONDUIT TRENCH DETAIL FUSE NOTE: NOTE' REVISIONS 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING FUSES SHALL BE PROVIDED ALL BREAKERS, FUSES AND PANELS ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. WITH REJECTION TYPE FUSE ARE FULL RATED, SERIES RATING IS 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN HOLDERS. NOT ALLOWED FOR THIS PROJECT. LEARNED INCORPORATED OF ANY DISCREPANCIES, INCONSISTENCIES, OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE:. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL MILE E OR IN PART. INSTALLATION NOTE NOTE TO OWNER SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN: KAM APPR. BY: ML 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES OWNER SHALL CO G1 UTILITY COMPANY AND HAVE THEM CHANGE THE SERVICE DATE' 01-31-07 WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EQUIPMENT PER TO THIS FACILITY FROM A 208Y/120V, 3 PHASE, 4 WIRE, 400 AMP SERVICE, TO SCALE: NO SCALE INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK H MEANS ACCEPTANCE OF THESE CONDITIONS. MANUFACTURERS INSTRUCTIONS, PER N.E.C. AND N.F.P.A. REQUIREMENTS, AND A 208Y/12OV, 3 PHASE, 4 WIRE, 800 AMP SERVICE TO ACCOMMODATE THE NEW PER THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. ADDITION REQUIREMENTS. SHEET NUMBER: 62 OF 66 COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. 2 3 POWER DISTRIBUTION NOTES: ELECTRICAL CONTRACTOR SHALL DETECTORS IN RHA HANDLING UNITS WIRE AS OUTLINED ON SYMBOL LEGEND 1. TIC MARKS ON WIRE INDICATE QUANTITY OF CURRENT SHEET M-2. DETECTORS MAY NEED TO BE PROVIDED AND CARRYING CONDUCTORS AND GROUND WIRES IN ALL INSTALLED. COORDINATE WITH MECHANICAL CONTRACTOR. qD = DUPLEX RECEPTACLE CIRCUITS. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL GFI A � = GFI DUPLEX RECEPTACLE � 2. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SAFETY DISCONNECTS, AND WATERPROOF MAINTENANCE HVC-2,4,6 Z PULL CORDS IN ALL NEW CONDUIT SUPPORTING THIS RECEPTACLES, TO SUPPORT THE MECHANICAL SYSTEMS. 1/2"C.3#10,#10N,#10G qWP = WATERPROOF GFI DUPLEX RECEPTACLE J INSTALLATION. 3. ELECTRICAL CONTRACTOR SHALL CLEAR ALL WOOD AND ALL ROOF TOP UNITS (RTUS), ENERGY RECOVERYQ = QUADRAPLEX RECEPTACLE o DEBRIS FROM ALL DISTRIBUTION PANELS. VENTILATORS (ERVS) AND EXHAUST FANS (EFS)SHALL HAVE ACC-5 �M = CEILING MOUNT DUPLEX RECEPTACLE AN AUTOMATIC ALARM SHUTDOWN INTERFACE THAT SHALL 4. THE INSTALLATION OF All DISTRIBUTION PANELS AND BE CONNECTED BACK TO THE NEW F.A.C.P. t�T = QUADRAPLEX RECEPTACLE WIRING ARE TO BE IN GOOD, WORKMANLIKE QUALITY WITH 9T HVC-5,7,9 BENDS, LABELED WIRES, AND TYPED PANEL SCHEDULES. 1/2"C,3#10.#1 ON,#1OG ACC-2 HVC-8,10 OJ AHU = J-BOX TO SUPPORT AIR HANDLER UNIT VERIFY WITH MECHANICAL CONTRACTOR THE EXACT �EF = J-BOX TO SUPPORT EXHAUST FAN 5. ALL CONDUIT AND WIRE PENETRATIONS THROUGH FIRE LOCATIONS AND REQUIREMENTS PRIOR TO PURCHASE AND RTU4 HVC-11,13,15 RATED WALLS SHALL BE CAULKED AND SEALED IN INSTALLATION. �AC -6 = J-BOX TO SUPPORT FIRE ALARM CONTROL PANEL ACCORDANCE TO THE N.E.G. AND ALL BUILDING CODE OFACP REQUIREMENTS. H VC-12,14,16 _ _ MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL JQCFA J BOX TO SUPPORT CALL-4-AID SYSTEM EXHAUST FANS FOR THIS INSTALLATION UNLESS OTHERWISE HVC-1 3 ��© 1/2"C,3#10,#1 ON,#1 OG P1-20 ERV-4 6. ALL BRANCH CIRCUIT WIRING SHALL BE IN EMT OR PVC ACC-1 = TELEVISION CONNECTION SEE EMERGENCY SYSTEMS CONDUIT, OR MC CABLE UNLESS OTHERWISE INDICATED ON SPECIFIED ON THESE DRAWINGS. 1/2"C,2#10,#1 ON,#10G ® ( a J o 6 THESE DRAWINGS. D AND TELECOMMUNICATIONS LAYOUT DRAWINGS) J w ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ATE P1-1 4 WIRING, CONDUIT, FASTENERS, WALL SWITCHES, UTILITY H VC-17,19 21 GFI C ® = TRANSFORMER °Z m° o 7. POWER FOR ALL CALL-IFOR-AID SYSTEMS SHALL BE RTU3 CT G I o uj€ w WIRED TO LOCAL RECEPTACLE CIRCUITS. BOXES, AND SUPPORTING HARDWARE TO MAKE THIS A 1/2 C,3#10,#1 ,#1 OG SICK L D 00 w _3 cc zDW au. COMPLETE OPERATIONAL SYSTEM. P1-15 T Z�- W p {� = CALL FOR AID LJGHT � 8. PROVIDE AND INSTALL TEKTONE SF117/2B EM=RGENCY P1-25 WP i P1 DROP-0 E PULL CORD SWITCH, SS106 24V TRANSFORMER, AND U118B COORDINATE WITH MECHANICAL CONTRACTOR THE EXACT WP LOBBY ® = CALL FOR AID PULL SWITCH co0LL o o �o DJ rn< f!7~EMERGENCY CORRIDOR DOME LIGHT WITH BUZZER, OR LOCATIONS AND REQUIREMENTS PRIOR TO PURCHASE AND _ P1 �~ �� �= 3 EQUIVALENT. SUBMIT FOR APPROVAL PRIOR TO PURCHASE INSTALLATION. D H CI D = 24V TRANSFORMER °° `° " AND INSTALLATION. D m 0 D P1-24 = BRANCH CIRCUIT WIRING m o P1-19 P1ST4AGE P -34 D = SWITCHBOARD PANEL P MECH — D P1- 2 D �JL�ll D SICK CATS P1-23 P1-37 ° I HVC-23,25 D A J EF EXA GFC "`a F CDR Ql CT IJAN. FCI Q Q OFFICE LAUNDRY HVC-18,20�W SH p D Q DVCAIT P COM WP P1-35 "pp Q G RW S CM ELECTRICAL CONTRACTOR SHALL PROVIDE A TYPED BRANCH OOM D CIRCUIT WIRING LIST FOR EACH PANEL SUPPORTING THIS P1-36 WP INSTALLATION AND COPY THE OWNER AND DESIGN ENGINEER. BE P1 21 STO. [:) SURE EACH SUPPORTING PANEL HAS A WIRING LIST ATTACHED ON P1-28 P1-1 --- Wp THE INSIDE OF THAT SAME PANEL. WP W P1-27 �� n � � WP D CI REF � q TWFEfJNEL WP KE P1 31 0 WP D Im GFCI P1-38 ELECTRICAL CONTRACTOR SHALL COORDINATE WITH w �GF8"• �— WP MECHANICAL CONTRACTOR ON LOCATIONS OF ALL a P1-30 GB MECHANICAL EQUIPMENT, AND THEIR ELECTRICAL c S P f ,FA OBBY D W WP CAT G CI CT WpT_ ;y D ALL OUTLETS IN ANIMAL SPACES, INCLUDING GET ACQ. P1-18 WATERPROOF UNITS, ARE DESIGNED TO BE ACP Wp MOUNTED 46 INCHES AFF. THIS INCLUDES OUTLETS IN LOBBIES AND CORRIDORS WHERE ANIMALS MAY BE PRESENT. W _ CLASSROOM J °) THE ALARM PULL SWITCH SHALL BE THREE FEET OF W COMBINATION MAIN DISCONNECT AND METER SOCKET. THE WATER CLOSET WITH A PULL CORD EXTENDING 600 A UNDERGROUND SERVICE FROM PAD MOUNT 1-29 TO WITHIN 12 INCHES OF THE FLOOR. THIS SWITCH = Z TRANSFORMER, REFER TO SITE DRAWINGS FOR ACTIVATES A VISIBLE AND AUDIBLE ALARM IN A LOCATION. 600 A FEEDERS TO ENTER BUILDING NORMALLY OCCUPIED AREA (TYPICAL OF 3). CONCEALED WIRING UNDER SLAB AND BE RUN TO ELECTRICAL ROOM VIA = OJ UNDER SLAB CONDUIT. CT CONTRACTOR TO PROVIDE SEPERATE PRICING FOR CONCEALING ALL OUTLETS BOXES, WIRING AND CONDUIT IN = THE LOBBY, GET AQUAINTED, PUPPY, OFFICE, CLASSROOM AND CORRIDOR. WIRING, CONDUIT AND BOXES ON LOAD-BEARING WALLS MAY NOT BE CONCEALED. O Q j PROVIDE AND INSTALL A 24 VAC TRANSFORMER BEHIND, AND IN THE SAME UTILITY BOX AS, O) THE EMERGENCY PULL SWITCH (TYPICAL OF 3). Z Q RECEPTACLE SCHEDULE — C� CALLOUT SYMBOL NEMA VOLTS FLATURES QUANTITY CALLOUT SYMBOL NEMA VOLTS FEATURES QUANTITY ELECTRICAL CONTRACTOR SHALL PROVIDE EACH OUTLET ACC-1 3R 208/120V 2P GND 1 FACP p 120V 1 P 2W GND 1 WITH A PERMANENT LABEL IDENTIFYING THAT OUTLETS 3W CORRESPONDING CIRCUIT, AS SHOWN ON THIS DETAIL F o' 8' 1 6' 24' ACC-2 0) 3R 208/120V 2P GND 1 FC-1 Q) 120V 1P 2W GND 1 P x -xx 3W FC-2 0 120V 1 P 2W GND 1 I.IJ ACC-5 2) 3R 208V 3P 4W GND 1 FC-5A 208V 3P 4W 1 Z �00 ACC-6 p 3R 208V 3P 4W GND 1 FC-5B O O ) 208/120V 2P 1 — CFA 120V 1 P 2W GND 2 3W o FC-6A 208V 3P 4W 1 F- Q m CIR p 120V 1 P 2W GND 1 CM 120V 1P 2W GND 2 FC-66 © 308/120V 2P 1 U o RECEPTACLE OUTLET CIRCUIT cOMDHY ® 3w/120V 2P GND 1 GB � 120V 1 P 2W 2 � (n - Q � 120V 1P 2W GND 6 U 0 IDENTIFICATION DETAIL COMDW 0 208/120V 2P 1 W G 3W RDRY 120V 1 P 2W GND 1 j COMWASH ® 208/120V 2P GND 1 RTU3 p 3R 208V 3P 4W GND3W 1 I.LI COUNTER 120V 1P 2W GFCI 12 RTU4 p 3R 208V 3P 4W GND 1 THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. D 120V 1 P 2W GND 33 RWASH 120V 1 P 2W GND 1 REVISIONS CONTRACTORS: 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING DW 120V 1 P 2W 1 SMT 5-20R 120V 1 P 2W GND 2 AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING 1 0 ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. A 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN ERV1 208/120V 2P 1 TEL 120V 1 P 2W 1 LEARNED INCORPORATED OF ANY DISCREPANCIES, INCONSISTENCIES, OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. Q A THESE DRAWINGS AND DESIGNS HAVE BEEN DEVELOPED FOR THE PURPOSE OF CONSTRUCTION; IF ADDTIIONAL INFORMATION IS NEEDED FOR 3W ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED TW 120V 1 P 2W GND INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. ERV2 208/120V 2P 1 � 2 DRAWN: SUBMITTALS AND CHANGES SHALT. BE APPROVED IN WRTTING FROM DESIGN LEARNED INCORPORATED. Q / ICp►N APPR. By: C$L 3. CONTRACTORS SHALL PRODUCE (DMPLETE. OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES 3W VAC 0 120V 1 P 2W GND 1 DATE: 01-31-07 WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK ERV4 p 3R 208V 3P 4W GND 1 SCALE: 1/8' - T - 0' MEANS ACCEPTANCE OF THESE CONDITIONS. WH 120V 1 P 2W GND 2 SHEET NUMBER: 63 OF BB COPYRIGHT 0 2006, DESIGN LEARNED INCORPORATED ERV5 208V 3P 4W 1 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE WP 120V 1 P 2W WP 18 TO THE OWNER AT HIS REQUEST, REF 120V 1 P 2W 4 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHDLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. E - 3 POWER DISTRIBUTION NOTES: ELECTRICAL CONTRACTOR SHALL WIRE DUCT SMOKE DETECTORS IN AIR HANDLING UNITS AS OUTLINED ON 1. TIC MARKS ON WIRE INDICATE QUANTITY OF CURRENT SHEET M-2. DETECTORS MAY NEED TO BE PROVIDED AND CARRYING CONDUCTORS AND GROUND WIRES IN ALL INSTALLED. COORDINATE WITH MECHANICAL CONTRACTOR. A CIRCUITS. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SYMBOL LEGEND AND WATERPROOF MAINTENANCE Z 2. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SAFETY DISCONNECTS, Q PULL CORDS IN ALL NEW CONDUIT SUPPORTING THIS RECEPTACLES, TO SUPPORT THE MECHANICAL SYSTEMS. = DUPLEX RECEPTACLE J INSTALLATION. GFI c=n = GFI DUPLEX RECEPTACLE Z 3. ELECTRICAL CONTRACTOR SHALL CLEAR ALL WOOD AND ALL ROOF TOP UNITS (RTUS), ENERGY RECOVERY DEBRIS FROM ALL DISTRIBUTION PANELS. VENTILATORS (ERVS) AND EXHAUST FANS (EFS)SHALL HAVE �WP = WATERPROOF GA DUPLEX RECEPTACLE AN AUTOMATIC ALARM SHUTDOWN INTERFACE THAT SHALL 4. THE INSTALLATION OF ALL DISTRIBUTION PANELS AND BE CONNECTED BACK TO THE NEW F.A.C.P. = QUADRAPLEX RECEPTACLE WIRING ARE TO BE IN GOOD, WORKMANLIKE QUALITY WITH 90' q�M = CEILING MOUNT DUPLEX RECEPTACLE BENDS, LABELED WIRES, AND TYPED PANEL SCHEDULES. VERIFY WITH MECHANICAL CONTRACTOR THE EXACT (fT = QUADRAPLEX RECEPTACLE 5. ALL CONDUIT AND WIRE PENETRATIONS THROUGH FlRE LOCATIONS AND REQUIREMENTS PRIOR TO PURCHASE AND RATED WALLS SHALL BE CAULKED AND SEALED IN INSTALLATION. OAHU = J-BOX TO SUPPORT AIR HANDLER UNIT ACCORDANCE TO THE N.E.C. AND ALL BUILDING CODE REQUIREMENTS. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL JOEF = J-BOX TO SUPPORT EXHAUST FAN 6. ALL BRANCH CIRCUIT WIRING SHALL BE IN EMT OR PVC EXHAUST FANS FOR THIS INSTALLATION UNLESS OTHERWISE OJ FACP = J-BOX TO SUPPORT FIRE ALARM CONTROL PANEL CONDUIT, OR MC CABLE UNLESS OTHERWISE INDICATED ON SPECIFIED ON THESE DRAWINGS. E; a � o THESE DRAWINGS. QFA = J-BOX TO SUPPORT CALL-4-AID SYSTEM ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL a 006 6 w 0 zo 0 7. POWER FOR ALL CALL-FOR--AID SYSTEMS SHALL BE WIRING, CONDUIT, FASTENERS, WALL SWITCHES, UTILITY ® = TELEVISION CONNECTION (SEE EMERGENCY SYSTEMS S Q W Z WIRED TO LOCAL RECEPTACLE CIRCUITS. BOXES, AND SUPPORTING HARDWARE TO MAKE THIS A AND TELECOMMUNICATIONS LAYOUT DRAWINGS) z W a LL COMPLETE OPERATIONAL SYSTEM. Z 8. PROVIDE AND INSTALL TEKTONE SF117/2B EMERGENCY ® = TRANSFORMER °°W ~LL PULL CORD SWITCH, SS106 24V TRANSFORMER, AND LI1186 COORDINATE WITH MECHANICAL CONTRACTOR THE EXACT o� w o EMERGENCY CORRIDOR DOME LIGHTBUZZER, OR LOCATIONS AND REQUIREMENTS PRIOR TO PURCHASE AND �o = CALL FOR AID LIGHT °° �N - �~ m �� EQUIVALENT. SUBMIT FOR APPROVAL PRIOR TO PURCHASE INSTALLATION. AND INSTALLATION. ® = CALL FOR AID PULL SWITCH o = 24V TRANSFORMER BRANCH CIRCUIT WIRING t �] = SWITCHBOARD PANEL 03 � W SICK ELECT. HOLD DROP-OFF LOBBY Y C ELECTRICAL CONTRACTOR SHALL PROVIDE A TYPED BRANCH STORAGE CIRCUIT WIRING LIST FOR EACH PANEL SUPPORTING THIS INSTALLATION AND COPY THE OWNER AND DESIGN ENGINEER. BE P MECH \ HVC-29,31,33 SURE EACH SUPPORTING PANEL HAS A WIRING LIST ATTACHED ON , n THE INSIDE OF THAT SAME PANEL. E SI'K CATS q EXAM w L J V-5 a FOOD PREP JAN. HVC-28, ,32 LAUNDRY HVC 26 OFFICE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH o FC 1 A — MECHANICAL IICAL EQUIPMENT, ON AND THEIR EONS OF ALL LECTRICAL ELECTRICAL J T, I � CAT REQUIREMENTS. R M I ERli _5 I F J HVC-34,36 STO. - E Hv — 7 � � L-"v - 88� NOTE w �._ 4 HVC-35,37,39 4 1t7 I PROVIDE CONVENIENCE OUTLETS IN EACH ATTIC � KENNEL KENNEL SPACE FOR EQUIPMENT MAINTENANCE. WIRE J i CLO. OUTLETS TO LOCAL CIRCUITS. O W FC- = z STAFF i J PUPPY LOBBY _I O J Hv =4o PF FILTERS Q Q rrnn S CAT FILTERS MUST BE INSTALLED AS DIRECTED BY v, = 0 MANUFACTURER. EACH UNIT IS 120V AND CAN BE Z co GET ACQ. WIRED INTO ANY NEARBY CIRCUIT. Q i I CLASSROOM I, F Z w 0 w 3: J o � Z _ 0' 8' 16' 24' Q i G THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. REVISIONS CONTRACTORS: Q 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING AND FIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN LEARNED INCORPORATED OF ANY DISCREPANCIES INCONSISTENCIES OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. 0 THESE DRAWINGS AND DESIGNS HAVE: BEEN DNtLOPED FOR THE FRPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL. PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE. WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN: K/�►N APPR. BY: (;$L 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES DATE: 01_31-07 WHICH ARE NORMALLY AND CUSTOMARILY A PART OF THE SPECinED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK SCALE: 1/8' - T - O' H MEANS ACCEPTANCE OF THESE CONDITIONS. SHEET NUMBER: gQ. OF ss COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. - 4 2. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. TELECOMMUNICATION SYSTEM NOTES: FIRE ALARM SYSTEM NOTES: 1. ELECTRICIAN SHALL PROVIDE AND INSTALL THE FOLLOWING: 1. FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE TO ALL N.F.P.A., BUILDING, STATE, AND LOCAL CODES, AND A. ALL NEW CONDUIT. FIRE ALARM EOUIPMENT SCHEDULE MANUFACTURER'S INSTRUCTIONS. B. ALL TELEPHONE CABLE, UTILITY BOXES, FACE PLATES, JACKS, A CONNECTORS, AND ASSOCIATED MOUNTING HARDWARE FOR cn SYMBOL DESCRIPTION MRF CAT NO. MOUNTING QTY NOTES: 2. PROVIDE AND INSTALL WIRING, FIXTURES, AND CONDUIT. SEE TELEPHONE AND DATA CONNECTIONS. z OR MODEL-NO. SUBMIT ALL EQUIPMENT FOR APPROVAL FIRE ALARM RISER DIAGRAM FOR WIRING CONNECTIONS. C. ALL SURFACE MOUNTED RACEWAYS, AND ASSOCIATED ITEMS FOR J FIRE ALARM CONTROL SIMPLE( SERIES 4006 WALL 1 5 ZONES STANDARD INSTALLATION. Z) FACP PANEL UP TO 10 ZONES AVAILABLE. 3. ALL EMERGENCY SYSTEMS ARE TO BE CONNECTED TO THE NEW V) FIRE ALARM CONTROL PANEL (FA.C.P.). 2. PROVIDE AND INSTALL 4 FT. HIGH BY 4 FT. WIDE, 3/4 IN. o FIRE ALARM HORN SIMPLEX SERIES 4903 SURFACE/WALL 2 ORDER HORN (NO STROBE) EXTERIOR GRADE PLYWOOD BACKBOARD, PAINTED BLACK, FOR 4. PROVIDE AND INSTALL FIRE ALARM AND SAFETY EQUIPMENT AS TELEPHONE SYSTEM. SPECIFIED, OR EQUIVALENT. SUBMIT ALTERNATIVES FOR APPROVAL O SD SMOKE DETECTOR SIMPLEX SERIES 4098 SURFACE 27 ADDITIONAL DECECTOR MAY BE REQUIRED 3. CONTRACTOR TO MAKE PROVISIONS FOR TELECOMMUNICATION, AND ABOVE CEILING AND IN ATTIC. 5. ALL ROOF AND FIRE WALL PENETRATIONS SHALL BE CAULKED DATA WIRING IN ALL INDICATED AREAS. AND SEALED WITH CODE COMPLIANT MATERIAL FIRE ALARM HORN/STROBE SIMPLEX SERIES 4903 SURFACE/WALL 8 ORDER HORN AND STROBE 4. ALL TELECOMMUNICATION AND DATA WIRING SHALL BE UP INSIDE Ir�l�l COMBINATION 6. ALL WIRING IS TO BE IN RIGID METAL OR EMT CONDUIT. NEW WALLS (WHERE POSSIBLE) AND SHALL BE NEATLY ROUTED LABELED BUNDLES. IF ROUTING IS EXPOSED CONTRACTOR SHALL FIRE ALARM STROBE SIMPLE( 4904 SURFACE ALL 2 ORDER STROBE HORN) 7. PROVIDE AND INSTALL DUCT DETECTORS IN THE RETURN SIDE OF INSTALL WIRING IN EMT CONDUIT. ( ) PROVIDE AND INSTALL 4 FT. HIGH BY 4 FT. WIDE BY 3/4 IN. THICK EXTERIOR GRADE AIR DISTRIBUTION SYSTEMS HAVING A DESIGN CAPACITY OF 2000 PLYWOOD IN THIS LOCATION TO SUPPORT NEW TELECOMMUNICATION SYSTEM EQUIPMENT. CFM OR GREATER, UPSTREAM OF ANY FILTERS, EXHAUST AIR 5. ALL TELEPHONE CONNECTIONS SHALL BE EIGHT WIRE (FOUR PAIR) FS WATER FLOW SWITCH SUBMIT SUBMIT INLINE 1 VERIFY LOCATION WITH OWNER PRIOR TO INSTALLATION. CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION 6 EQUIPMENT AND APPLIANCES. COORDINATE WITH MECHANICAL TO ACCOMMODATE TELEPHONE, FAX, OR MODEM REQUIREMENTS AT j o a ADDITIONAL DECECTOR MAY BE REQUIRED ALL LOCATIONS. r J w O HEAT DETECTOR SIMPLEX SERIES 4098 SURFACE 9 CONTRACTOR IN FIELD FOR EXACT REQUIREMENTS AND LOCATIONS. ABOVE CEILING AND IN ATTIC. Q a z z o o 6. VERIFY ALL TELEPHONE AND COMPUTER JACK LOCATIONS WITH S a C W Z 8. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED OWNER PRIOR TO COMMENCING WORK. Z w LL Q EXPANSION CARDS, MODULES, FASTENERS, CONNECTORS, MOUNTING W NOTES: HARDWARE, AND ANY OTHER REQUIRED ACCESSORIES TO CREATE A 7. CONTRACTOR SHALL PROVIDE PULL CORDS IN ALL Z NEAT AND CLEAN OPERATING FIRE ALARM SYSTEM. TELECOMMUNICATION CONDUITS. co L' W co o o 1. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ABOVE SPECIFIED EQUIPMENT, OR EQUIVALENT. SUBMIT ALTERNATIVES FOR APPROVAL o �N Z� 2. CONTRACTOR SHALL CONNECT ALL EMERGENCY EQUIPMENT TO FIRE ALARM CONTROL PANEL. 3. INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS, N.E.C. AND N.F.P.A, REQUIREMENTS, AND TO THESE DRAWINGS. ; SICK �-LECT. Q HOED oc sD DROP-OFF . _ LOBBY z" C . TORAGE FS P SD c SD v P MECH -� sD SICK CATS Q EXAM FOOD PREP JAN. OFFICE � a LAUNDRY P 33 Fil n O q SD CAT so GROOM a D STO. QD SD P � � sD �L SD S° EMERGENCY LIGHTING 0 KENNEL 0 KENNEL O SD sD SD SD ALL EMERGENCY LIGHTING SHALL BE POWERED FROM L) CLC. ©D THE LOCAL LIGHTING CIRCUITS AS REQUIRED BY CODE. SD SD STAFF �[] SD P -Y sD PROVIDE A SEPARATE UNIT PRICE FOR THE EMERGENCY LIGHTS. W ® LOBBY P Q J rn SD GAT FIRE ALARM SYSTEM WIRING 0 W 3: _ >- rrnn z E GET ACQ. FOLLOW MANUFACTURERS INSTRUCTIONS FOR MAXIMUM NUMBER OF �— VJ c � E DAISY CHAINED DETECTORS AND MAXIMUM NUMBER OF ENUNCIATORS J O PER CIRCUIT. _ SQn 0 Q (�-CASSROOM xt (n �_ O z � P COORDINATE EXACT LOCATION OF FIRE ALARM CONTROL FIRE ALARM NOTE Q WE RECOMMEND INSTALLING EMERGENCY HORN INDICATORS WITHOUT COORDINATE (FACP) IN FIELD WITH OWNER PRIOR TO STROBE LIGHTS IN LOCATIONS INDICATED ON THIS DRAWING. P INSTALLATION. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL HEAT DETECTORS ABOVE CREATE SEIZURES IN SOME DOGS. VERIFY ALL FIRE ALARM INSTALLING HORN/STROBE INDICATORS IN THESE LOCATIONS CAN SUSPENDED CEILINGS, AND IN ACCESSIBLE SPACES, IONCLUDING THE ATTIC MECHANICAL SPACE WHERE REQUIRED BY NFPA, BUILDING, STATE AND LOCAL REQUIREMENTS WITH FIRE MARSHAL PRIOR TO BIDDING. CODES, THE AUTHORITY HAVING JURISDICTION, AND PER MANUFACTURER'S INSTRUCTIONS. DETECTORS ARE NOT SHOWN AS CONSTRUCTION IS NON—COMBUSTIBLE. LOCAL AUTHORITIES MAY REQUIRE INSTALLATION OF DETECTORS PROVIDE AND INSTALL EXTERIOR FIRE BOX AS SPECIFIED rr^^ BY FIRE MARSHAL COORDINATE EXACT LOCATION WITH IF ADDITIONAL MATERIAL SUCH AS INSULATION OR NEW STRUCTURE ARE CLASSIFIED v, IF F FIRE MARSHALL AND OWNER PRIOR TO INSTALLATION. AS FLAMMABLE. z 0 Z F Q Q �-- w Qv � � 0' 8' 16' 24' ~ _I z 0 ' NOTES: SYMBOL LEGEND � W � � 1. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL DUCT DETECTORS IN AIR W Q DISTRIBUTION SYSTEMS WHERE REQUIRED BY 2000 INTERNATIONAL MECHANICAL CODE. v j FACP FIRE ALARM CONTROL PANEL COORDINATE EXACT LOCATIONS WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. O ® 2. IMC STATES: SMOKE DUCT DETECTORS SHALL BE INSTALLED IN RETURN AIR SYSTEMS W W EXIT SIGN U WITH A DESIGN CAPACITY OF 2000 CFM OR GREATER, IN THE RETURN AIR DUCT OR W PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR G DSD DUCT SMOKE DETECTOR CONNECTIONS, OR DECONTAMINATION EQUIPMENT AND APPLIANCES. W QS SMOKE DETECTOR LW ROOFTOP UNIT I— QH f THESE DRAWINGS BASED ON ARCHffECTURAL DRAWINGS RECEIVED DETECTOR AIR DISTRIBUTION ED 12/18/06. UNIT CONTRACTORS: FIRE INDICATOR HORN & STROBE LIGHT REVISIONS 0 1. CONTRACTORS SHALL PERFORM WORT( IN A NEAT, PROFESSIONAL, WORKMANLIKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING ® FIRE INDICATOR STROBE LIGHT ONLY (NO HORN) AND FIRE SAFELY' CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING } ANY AND ALL. BUILDING PERMITS AND APPROVAL OF LOCAL AUI}DRITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. DUCT SMOKE I TRANSITION 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN © FIRE ALARM PULL STATION DETECTOR LEARNED INCORPORATED OF ANY DISCREPANCIES INCONSISTENCIES OR INTERFERENCES PRIOR TO COMMENCING CONSTRUCTION. A THESE DRAWINGS AND DESIGNS HAVE: BEEN DRIJ6PED FOR THE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL S CONTACT DESIGN LEARNED TELEPHONE CONNECTION D RETURN DUCT INCORPORATED PRIOR TO PURCHASE WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. SUBMITTALS AND CHANGES SHALL BE: APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. DRAWN: KM APPR. BY: (+SL 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES DATE: (�-�-�] WHICH ARE NORMALLY AND CUSTOWRILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHAM CONTACT DESIGN LEARNED COMPUTER CONNECTION INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK SCALE: 1/8' - 1' - O' I-{ MEANS ACCEPTANCE OF THESE CONDITIONS. BULLHEAD TEE SHEET NUMBER: 65 OF 66 COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED NO SCALE 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE ( ) TO THE OWNER AT HIS REQUEST. DUCT DETECTOR LOCATION DETAIL 2. THEY MAY NOT BE DUPLICATED OR 11S'ED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED. E - 5 I q ELECTRICAL CONTRACTOR SHALL cn PROVIDE LIGHT SWITCH WITH A z EXHAUST FANS/LIGHTS NOTE NOTE PERMANENT LABEL IDENTIFYING THAT SWITCHES CORRESPONDING Z) INSTALL PANASONIC BATHROOM EXHAUST FANS OR FANLIGHT COMBOS IN CONTRACTOR TO INCLUDE THE COST OF UTILITY LIGHTING IN ATTIC ALL LIGHTING MUST BE COORDINATED WITH DUCTWORK. CIRCUIT, AS SHOWN ON THIS DETAIL. Z LOCATIONS SHOWN. COORDINATE CFM WITH MECHANICAL SHEETS. SPACE. LIGHTING TO INCLUDE BASIC FIXTURES ON BOXES AND SINGLE P x -xx v VERIFY LOCATION WITH MECHANICAL CONTRACTOR. ELECTRICAL POLE SWITCHES. LIGHT CUANTITY AND LOCATION TO BE COORDINATED CONTRACTOR SHALL PROVIDE COORDINATION SHOP DRAWINGS PRIOR TO CONTRACTOR RESPONSIBLE FOR POWER WIRING TO ROOM LIGHT SWITCH. IN FIELD. SUBMIT SKETCH TO DESIGN LEARNED FOR APPROVAL. ANY CONSTRUCTION. I I P1-12 J Z Q J O ® LIGHT SWITCH CIRCUIT Q W 0zV Z0 o L— IDENTIFICATION DETAIL s a N � z Z J w d LL W Z o0 W H W H O UR m P1-7 K El i0 A N o� �0 3 - N EX - —-- - OS D -OFF / l U 3 m P1-3 N N N OS N n IDS N N N N �� b IE N ct N OS C )IC ' TS K D IMPORTANT I N ; N N MP RTANT -— - - - - OS EXr.P� 4 p N N - -- COORDINATE ALL LIGHT FIXTURE MANUFACTURERS MODELS AND i � V --_ - -� _ --- FINISHES WITH ARCHITECT PRIOR TO PURCHASE. PROVIDE ARCHITECT S F N - — - WITH CATALOG CUTS AND REPRESENTATIVE PHOTOGRAPHS. ALL L - T EX - N l N L h . N - - EFL - - - - = I f F ( D - _ - - - FIXTURES MUST BE SUBMITTED FOR APPROVAL. — -Pt 13 S N OS D A! IA N N N N N N C q - I , ;P.1 rJ N % { P,1-10 a - - I �, OS - -OS --_D - 03 _ -,� SYMBOL LEGEND � o - - �, P1-11 ; ' --- - ---- p--- -- - - ---- - -� � SINGLE POLE SWITCH E -- -- P1-1 N N N / N N N N N N- — -- e -0_ --- L�-- �_ - - -' -- - - - I 1 �- - - _- - -- - N I $3 3-WAY SWITCH a p L P1-2 a r-- €c� G _ T ; 1 - KENNEL KE NNE _ i N _ N �/ S \ � D DIMMER SWITCH o A OS \\ N j ___ i - - - -- _ _ -- 3 WAY DIMMER SWITCH �D3 P1 5 N = D N i N - - N 1 D17n _ EF t Y N OOS INFRARED OCCUPANCY SENSOR (TORK PC10A/20A SERIES WITH - - - - -- - `� - N r A POWER PACK TRP1) (QTY 20) /EXT XT P1 ---_ — - I 1 N � N - _ EXT GET ,',CO.. 1 �- - -- - - -- --- — - -- — - - - - — -- . Pi_9 rn -- - - -- ---- - - — ---. N N - _- / T 0 1: z E N 6 SURFACE AND STEM MOUNTS = Cn WHERE DROPPED CEILING IS INSTALLED, FIXTURES TO BE SURFACE p OS � MOUNTED.N O � � P1-8 � ALL STEM MOUNTED FIXTURES TO BE SAME HEIGHT AS THE SURFACE c MOUNTED FIXTURES ON THE DROPPED CEILING co Z �Y\ eo LUMINAIRE SCHEDULE F CALLOUT SYMBOL LAMP DESCFJP'TION BALLAST MOUNTINQ MODEL_ INPUT VOLTS NOTES OUANTITY WATTS 0' 8' 1 6' 24' A (4) 32W 4' T8 2X4 SURFACE FLUORESCENT FIXTURE ELECTRONIC PENDANT/SURFACE COLUMBIA LIGHTING, 128 120V 1P 2W FIXTURE SEALED & GASKETED FOR WET 14 SM LOCATIONS. B 4 (2) 17W T8 WALL MOUNTED FLUORESCENT FIXTURE ELECTRONIC WALL COLUMBIA LIGHTING 34 120V 1P 2W 1 Q WPM2-217-EB8120 J F- D (1) 32W TTT 6" SPREAD LENS WALL WASH DOWNLIGHTS DIMMING RECESSED CALCULITE MODEL 32 120V 1P 2W W/DIMMER CONTROLS. 9 Z ° 8081 BW6132BU z E ® (1) LED EXIT SIGN N/A UNIVERSAL DUAL-LITE 25 120V 1P 2W WITH BATTERY BACK-UP 2 �-- LCDRWEI(1) EF (0) CF BATHROOM FAN ELECTRONIC CEILING PANASONIC 13 120V 1P 2W COORDINATE LOCATION WITH MECHANICAL 4 0 FV-11VF2 CONTRACTOR G J EM (2) 5W HALOGEN, DUAL HEAD EMERGENCY LIGHT FIXTURE N/A WALL DUAL-LITE 50 120V 1P 2W WITH BATTERY BACK-UP. 14 MR-16PKG. LZ15P EXT (2) 18W NONE WALL LIGHTOLIER BRISTOL 8 18 120V 1 P 2W 18 THESE DRAWINGS BASED ON ARCHITECTURAL DRAWINGS RECEIVED 12/18/06. 1-0 IN DOME WITH EYELID 4841 WH REVISIONS CONTRACTORS: 1. CONTRACTORS SHALL PERFORM WORK IN A NEAT, PROFESSIONAL, WORKMANUKE MANNER WITH STRICT ADHERENCE TO THE STATE BUILDING N ® (3) 32W T8 INDIRECT/DIRECT PENDANT DIMMING PENDANT/SURFACE LIGHTOLIER EYE-QLB 96 120V 1 P 2W 60 AND TIRE SAFETY CODES INCLUDING ALL RELEVANT CODES AND SUPPLEMENTS. CONTRACTORS ARE RESPONSIBLE FOR OBTAINING LOUVER ANY AND ALL BUILDING PERMITS AND APPROVAL OF LOCAL AUTHORITIES. CONTRACTORS ARE RESPONSIBLE FOR PAYING ALL CONNECTION FEES. 2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND INSTALLATION LOCATIONS. CONTRACTORS SHALL NOTIFY DESIGN OS (1) PASSIVE INFRARED OCCUPANCY SENSOR N/A CEILING TORK 1 120V 1P 2W MANDATORY LIGHTING CONTROLS PER IEC. 18 LEARNED THESE DRAWINGS ANINCORPORATED DESIGNSS HAVE BEEN DRLOPED FOINCONSISTENCIES LATHE PURPOSE OF CONSTRUCTION; IF ADDITIONAL INFORMATION IS NEEDED FOR O OF ANY DISCREPANCIES PC10A ORDER WITH POWER PACK #TRP1. ACTUAL PURCHASING OF SPECIFIED EQUIPMENT OR ANY EQUIPMENT OPTIONS, THEN CONTRACTOR SHALL CONTACT DESIGN LEARNED INCORPORATED PRIOR TO PURCHASE WE RESERVE THE RIGHT TO REJECT ANY SUBMITTAL IN WHOLE OR IN PART. RMMIL(1) 5W HALOGEN MATCHING REMOTE HEAD EMERGENCY ELECTRONIC WALL DUAL-LITE 25 120V 1P 2W LOW VOLTAGE CONNECTION FROM DUAL 5 DRAWN: I(qN APPR. BY: M SUBMITTALS AND CHANGES SHALL BE APPROVED IN WRITING FROM DESIGN LEARNED INCORPORATED. N7 LIGHT LZTR6V5W HEADEMERGENCY LIGHT 3. CONTRACTORS SHALL PRODUCE COMPLETE, OPERABLE, WORKING SYSTEMS INCLUDING PLUMBING, WIRING, ACCESSORIES, AND SPECIALTIES WHICH ARE NORMALLY AND CU 50MARILY A PART OF THE SPECIFIED SYSTEMS. THE CONTRACTOR SHALL CONTACT DESIGN LEARNED DATE: -�-0] S INCORPORATED IF ANY PORTION OF A JOB CANNOT COMMENCE OR CONTINUE DUE TO AN UNSPECIFIED BUT REQUIRED ITEM. BEGINNING WORK H MEANS ACCEPTANCE OF THESE CONDITIONS. SHEET NUMBER: 66 OF BB COPYRIGHT ® 2006, DESIGN LEARNED INCORPORATED 1. THESE DESIGNS AND DRAWINGS ARE THE PROPERTY OF DESIGN LEARNED INCORPORATED AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS REQUEST. - 6 2. THEY MAY NOT BE DUPLICATED OR US'D IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT, OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF DESIGN LEARNED INCORPORATED.