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HomeMy WebLinkAbout38043-Z SUFpp�,l.. Town of Southold Annex 9/18/2013 P.O.Box 1179 54375 Main Road d • Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36513 Date: 9/18/2013 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 6880 Nassau Point Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 1l 1.-15-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/8/2013 pursuant to which Building Permit No. 38043 dated 5/22/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: construct a conversion of an attached garage to living space as applied for The certificate is issued to Meaney,Thomas&Meaney,Geraldine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38043 7/18/13 PLUMBERS CERTIFICATION DATED �"rized/Signatdlre TOWN OF SOUTHOLD �g11fF0(,�co BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT ,(THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38043 Date: 5/22/2013 Permission is hereby granted to: Meaney, Thomas & Meaney, Geraldine PO BOX 20500 Huntington Station, NY 11746 To: construct a conversion of an attached garage to living space as applied for At premises located at: 6880 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-15-5.1 Pursuant to application dated 5/8/2013 and approved by the Building Inspector. To expire on 11/21/2014. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $330.80 Total: $380.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: l. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of.property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees l. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. Lf—113 New Construction: Old or Pre-existing Building: (check on ) Location of Property: 10%1 ILI �G rJ !ice House No. Street / Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ lic t Signature Town Hall Annex ��p�Q$uFFOl,fcoG� Telephone(631) 765-1802 54375 Main Road o Fax (631) 765-9502 P.O. Box 1179 * • Southold, NY 11971-0959 4j�1 ��O roper.richert(@-town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Meaney Address: 6880 Nassau Point Rd City: Cutchogue St: NY Zip: 11935 Building Permit* 38043 Section: 1 1 1 Block: 15 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lademann Electric Inc License No: 4141-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment: 1-paddle fan Notes: Inspector Signature: WZE Date: July 18 2013 Electrical Certificate.xls 765-1802 BUILDING DEFT. INSPECTION [r/] F/OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ]'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: z__L_P� DATE 0� �� �3 INSPECTORr ��� OF SOpI �yOOUNOV,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [- FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �/C DATE 06 l3 //3 INSPECTOR f Of SOUIyo 0 coufm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUN ION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT (FINAL) REMARKS: �� C r DATE 110P1113 INSPECTOR �' OF SO(/ly�� Nri,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORS SOGTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE '7 l"// 3 INSPECTORT---, po OF SOOT oT'�OOUM'10� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 SPECT N [XFRAMING ATION 1ST [ ROUGH PLEIG. DATION 2ND [ ] INSULATION /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL UGH) [ ]ELECTRICAL (FINAL) � , 4 REMARKS: �`9� DATE INSPECTOR G � U�3 R ECEE WE SEP 13 w w.q September 11 th, 2013 BLDG. DEPT. Southold Town Building Department TOWN OF SOUTHOLD Reference: Engineers Insulation Inspection Project Location: Meaney Residence 6880 Nassau Point Road Cutchogue, NY 11935 To Whom It May Concern: In reference to the Meaney Residence, located at 6880 Nassau Point Road in Cutchogue, an insulation inspection of the converted garage space has been performed at this residence. To the best of my knowledge the insulation has been installed in compliance with the plans and all NY State codes at time of construction. � i cerely. of N E W y �.DE E,q/o'Pf s Ld James D. Deer•k�skl-%P.E. '+ ` '' '� z °. 0 pR�FESS" Deerkoski • Arm • Kehl Associates , LLC PO. Box 1675 , Southold New York 1 1 9 7 1 Phone: (631)433-9084 Email: HYPERLINK"mailto:ssbn654@opton line.net" i � y r D A ® K ASSOCIATES LLC residential & commercial design o engineering o consulting September 9th, 2013 Southold Town Building Department Reference: Engineers Insulation Inspection Project Location: Meaney Residence D E C E V��/ E 6880 Nassau Point Road Cutchogue, NY 11935 SEP 10 2013 BLDG. DEPT. TOWN OF SOUTHOLD To Whom It May Concern: In reference to the Meaney Residence, located at 6880 Nassau Point Road in Cutchogue, an insulation inspection of the floor system in the converted garage space has been performed at this residence. To the best of my knowledge the floor system has been constructed in compliance with Nlanandate es at time of construction. ' ..Z"i A t i"ii i IY E. r /y �a W/ jli _ 1 'h 7 Deerkoski • Arm ® Kehl Associates , LLC PO. Box 1675 , Southold , New York 1 1 9 7 1 Phone: (631) 433-9084 Email: ssbn654@optonline.net Fax: (631)466-3354 I:y1; ► 1 v • ^ • 1 1; ► . WA _ MMPFWVI ''I'll "PLUMBING �1 INSUL ATION PER N.Y. STATE ENERGY CODE EWA / ►I - - 1 C TOWN-OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502, Survey SoutholdTown.NorthFork.net PERMIT NO. �j 0C) Check Septic Form N.Y.S.D.E.C. Trustees 3 Flood Permit Examined ;20�3 Storm-Water Assessment Form Contact: Approved �,20 Mail to: Disapproved a/c Phone: / MM3 Expiration ±1,20 DC Bui ding Inspector PLICATION FOR BUILDING PERMIT MAY - 8 2W . Date , 20 BLDG. DEPT. INSTRUCTIONS TOINN OF SQL'T 0 tt T pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy: f..Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances, building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises / . (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No, 1. Location of land on which p�,Qu oposed worl�,�yIII be done: l 996 /l A� Pl-Z G��09yi� House Number Street Hamlet County Tax Map No. 1000 Section f Block X, Lot V 6 Subdivision Filed Map No. Lot I ' 2. State existing use and occupancy of premis s aAd intended use a d occupancy of proposed construction: a. Existing use-and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �f ce;o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner. 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. WiII lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there'ai y,cov9n4il and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20_L Notary Public CONNIE D. BUNCH —Siature of Applicant Notary Public,State of New York No.01 SU6185050 Qualified in Suffolk County Commission Expires April 14, i O��pF SO�lypl � � o Town Hall Annex Telephone(631)765-1802 54375 Main Road (631)76502 P.O.Box 1179 G Q roger.richerte 'o`wn.soutg'i nV us i Southold,NY 11971-0959 y'COY ,� j. BUILDING DEPARTMENT l: TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: ,� =/-c Name: , N License No.: / Address: w �• Phone No.: 73 7zv JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: , �� I Cross Street: *Phone No.: Permit No.: .)2 C3q 3 Tax-Map District: 1000 . Section:— 1 Block:�_ Lot: _ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: II YES! NO. Rough In Final *Do-you need a Temp Certificate: YES! NO i Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION I .82=Request for Inspection Form I TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET <,;r ` i VILLAGE DIST. SUB. LOT `((m CG FORMER OWNER N E ACR. he— lunge_ S � W TYPE OF BUILDING RES. U SEAS. VL. FARM COMM. CB. MICS. Mkt. Value _ LAND IMP. TOTAL DATE REMARKS &/?'7JJ-, Vir, l \ b Uc�fl r7gc)0 3 7 / et=, r s 1 84 .2� �v�k� J-© JLra c�r� t ���, dC.,o G-•v � �� G-t? ���.-`'/� ��-�JF� i� �.jUL.-Jl�l•S`7�+ r�c'�.��� C�11E2�G�. �:.� :�.�� '""s___._ io 3 �a-�.I►Sga o ►►c�-Ju►�e. +o Meaney 4 w-rc - ` CRID,Q0a. AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowl.and DEPTH House Plot BULKHEAD Total DOCK TOWN OF SOUTH®L® PROPERTY REC®R® C ®hdss�v ` 1 1.5 `5J VILLAGE DIST. SUB. LOT OWNER J STREET �6 G�i �. c JTJ'c�,v r a 1 dt �.r, ; N E AC f� e fu G-v2 FORMER OWNER S W TYPE OF BUILDING , SEAS. VL. FARM COMM. CB. MICS. Mkt. Value 2ES. /� f' .LAND IMP DATE REMARKS �� �S^�dr— �a dOd K c`v�i, plvra f/Zo.fr . TOTALeC4e Tri �fd At : 741 e q t V/ c e Ar e.4 717 eok 0 7, gZa/0, e AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre FRONTAGE ON WATER Tillable � FRONTAGE ON ROAD Woodland DEPTH Meadowl•and BULKHEAD House Plot —� DOCK Total LJ�/kS;itiC C.. �I �y�iliHw'= .Mq-qA _:-.. .i•' ," °�s �' � ��, �'' jai,'""=,~ Q ��` � -.'.5'4, ` _.mot � • ■■■■■■■■■■■■■■■■■■i■■■■ii■ ■ s w . , w ■■■■■■■■■■■■■■■■■■■ii ■■■■■ ___ 6 _ ■■■■■■■■■■■■■■■■■■■■■■N ■■■■■ WINN . , ■MIN■■REMENVERM ISM■■■■■■■■■■■■ ■■■■■r■�i�r�■�1■■■■■■®■■N■ ■■■■■ ■■i■■N■iN■■■N■®■■■■ii■N Interior-finishFoundation Basement Fire Place _ . - • .- .. tion Room Rooms 2nd Floor Dormer . . 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Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition Conditioned Floor Area: 0 ft2 Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 6880 Nassau Point Road Thomas Meaney Brett Kehl Cutchogue,NY 11935 6880 Nassau Point Road DAK.Assoc.LLC. Cutchogue,NY 11935 Po.Box 1675 Southold,NY 11971 631-765-1862 Compliance,. Passes using UA trade-off • Compliance: 8.3%Better Than Code Maximum UA: 132 Your UA: 121 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Glazing Assembly Area • Door ILIA • Ceiling 1:Flat Ceiling or Scissor Truss 372 30.0 0.0 13 Ceiling 2:Cathedral Ceiling 200 30.0 0.0 7 Wall 1:Wood Frame,16"o.c. 655 15.0 0.0 40 Window 1:Wood Frame:Double Pane with Low-E 141 0.310 44 SHGC:0.00 Floor 1:All-Wood Joistfi7uss:Over Unconditioned Space 510 30.0 0.0 17 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply tory requirements listed in the REScheck Inspection Checklist. 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J : j I r;' ! i 4 Jl f In _ '�'"�`"• fit. z e VP GENERAL NOTE S: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ;;` r all FIR \ General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND 0 N T R A C T 0 R N 0 T E SREGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: D ®A-K ASSOCIATES Lw 2. All structural wood shall be in accordance with the national design specifications fo,r wood construction — latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A � J residential & commercial design.einginnieeing.consulting B. LOCKED AREA. T GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre—manufactured trusses. 506Makl Street phone: (631)167-6011 FIRE DEPARTMENT RULES AND REGULATIIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. a. All trusses shall be 1 • ALL WORK SHALL CONFORM TO THE REIQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. WesthampfonBeoch,NewYork 11978 fa (631)466-3354 b. Trusses shall bear a boco number and shall be manufactured by a registered manufacturer. [-Mat CAnn8888@aol,com 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Deerkosa,Arm&KeNAssoc�atesrLLC®fom�eryEostfrdDesipnAssociates,LLC BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 7,7" .'. 1` � � � "�" � �,' 27 AND PAY ALL FEES REQUIRED BY THE (GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 3. MINOR DETAILS NOT USUALLY SHOWN OIR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a. All plywood shall be in accordance with the American Plywood Association (A\PA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. b. Plywood sheathing shall be continuous over two or more spans with grain o)f face plys across supports ideas, design and arrangements represented corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, 4. THE CONTRACTOR SHALL COORDINATE AILL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. LLC. No part thereof shall be copied, disclosed 7. All sills shall be pressure preservative treated (.4 PSF retention) SYR #2 or better. 3. DUST CONTROL: to others or used in connection with any work or project other than for which they have been 5• THE CONTRACTOR SHALL BE RESPONS5LE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 8• Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WORK. E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS. 6. THE CONTRACTOR SHALL LAY OUT HIS (OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb — 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 4. NOISE AFTER HOURS: Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMEID BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. 9. THE CONTRACTOR SHALL DO ALL CUTTIMG, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OWERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER:, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 10, ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, AFRM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 11 . ALL DIMENSIONS ARE ESTABLISHED FROMTHE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HAIRMLESS FOR ANY RESPONSIBILITY IN INCONVENIENCES TO THE OTHER NEIGHHBORS. LEVEL OF THE FIRST FLOOR ARE TO B3E REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES A\ND FOR ANY SAFETY PRECAUTIONS AND WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE: WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONS!EBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THEORGANIZATION IS UPON INSPECTION FOUND AT ANY AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY HOLD DEERKOSKI, ARMI & KEHL ASSOCIATES, LLC. HARMLESS ARCHITECTURAL FEATURES AND STRUCTUIRE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTFtdTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE A AND AND HOLD FEES AND COSTS OF DEFENSE, FOR THE INJURY OR TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS.RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE—STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE—STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 20 Ibs/sqft 120 (mph) C SEVERE 3'-0 IMODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C DESIGN CRITERIA ROOF DRAINAGE CALCULATIONS: PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) USES(s) AND OCCUPANCY CLASSIFIC/ATION(s) USE LIVE LOAD DEAD LOAD ROOF AREA = 0 SQ/FT INCREASE IN ROOF AREA USE OC(CUPANCY EXTERIOR BALCONIES 60 10 ALL RUN—OFF TO BE CONTAINED ON SITE . RESIDENTIAL R­3 DECKS (f) 40 10 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 V B ATTICS WITH STORAGE (b,e) 20 10 E-LECTRICAL PROJECI: HEIGHT AND FIRE AREiA ROOMS OTHER THAN SLEEPING ROOMS f`, fi" v x a E r ' 40 10 'i PROPOSED HEIGHT FIRE AREA SLEEPING ROOMS 30 10 t ALTERATION HEIGHT, BUILDING. THE VERTICAL DISTANCE STAIRS 40 (c) 10 FROM GRADE PLANE TO � r;_ 1 i�r t .°:'� THE AVERAGE HEIGHT UNLIMITED AREA 3 STrORY GUARDRAIL AND HANDRAILS (d) 10 ! s 1 t�' TO THE OF THE HIGHEST ROOF O I,� t v AS PER TABLE 503 200 c SURFACE = 2S-7 ,. ' 't� ' ' -; _ AS PER SECTION 502 OF ROOF 30 10 MEIANEY THE BUILDING CODE of NEW YORK STATE. ' • a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— �' C TOTAL HEIGHT FROM RIDGE TO GRADE 32'-9 13/16' POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. . �B.P. , 3 6880 Nassau Point Road LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DATE ' -.� # Cutcho ue New DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING �. g York OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER FEE: f ��L--BY ALL HOUSE FRAMING MATERIAL D)OUGLAS FIR — LARCH #2 AND BETTER STRESSES. NOTIFY BUILDING DEPARTMENT Al DRAWING TITLE: d) A SINGLE CONCENTRATION N.1TH WOOD TRUSSES SHALL BE DESIGNED IN 765-1802 8 AM TO 4 PM FOR THE ALL EXT. DECK FRAMING MATERIAL C;CA NC PINE #2 AND BETTER FOLLOWING INSPECTIONS: ACCORDANCE WITH SECTION Rsoz.lo 1• 1. FOUNDATION-TWO REQUIRED GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS FOR POURED CONCRETE TABLE R402.2 2 SOUGH-FG EILECTRI PLUMBING&CAULKING PLUMBING RISER DIAGRAM MINIMUM SPECIFIED COMPRESSIVE STRENGTH of CONCRETE 3 INSULATION 4 Fi'JAL-CONSTRUCTION &ELECTRICE SET: ISSUED FOR: DATE: MINIMUM SPECIFIED M_';ST BE COMPLETE FOR C 0. AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) �! , cc;NS'RUCTION SHALL M[-ET TF IE CRAWL SPACE NA F; 'Jii\i_PIIENTS OF THE COC=S O� 1' il- BASEMENT NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL YORK STATE NOT RESPONS'_'i 'Cir<• FIRST FLOOR 514 sq. f t. SEVERE (b) DESIGN OR CONSTRUCTION ERt;GKS. SECOND FLOOR NA BASEMENT WALLS,, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) RETAIN STORM WATER RUNOFF BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE PURSUANT TO CHAPTER 236 SEAL: DATE: LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME 04-12-2013 ATTIC HOUSE a NA BASEMENT SLABS AND INTERIOR SLAB ON 2,50o c CONSTRUCTION MANUAL WFCM FOR ONE AND TWO FAIMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROJECT NO: ATTIC HOUSEb NA GRADE, EXCEPT GARAGE FLOOR SLABS ( ) ( ) © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. 962-2013 GARAGE TO BE REMOVED 514 sq. ft. NO SUBSTITUTIONS � � DRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDAERDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED - -.. ATTIC (GARAGE)(a) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS, All Framing Hardware Shown on these Plans, UNDER FEDERAL COPYRIGHT LAW. ! BDK BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) Unless Otherwise Indicated, Is Simpson Strong— /.',:' A CHECKED BY: PLANS MAY NOT BE REPRODUCED WITHOUT �, SCREENED PORCHES NA Tie. No Substitutions are Approved Or Authorized. ' �\ ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN EINGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. JJD f„ e, ':. SUNROOM NA ;\ PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CNALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF `__ ' ' Y 11_ SHEET NUMBER: DECKS NA Due to the Relationships of Framing Hardware THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) p g D.A.K. ASSOCIATES LLC. f �' ' ' COVERED PORCHES NA SHEATHING NOTES: to the other Components Of the Structure, any tin COVERED ENTRANCE 24 sq. ft. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THIE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �``� �,j,' ,,•,• c,v ';';.,�, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ,, a G1 POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTFRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void and will Result in the `� - .r :`" FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer Contractor Assuming Responsibility for UNCOVERED ENTRANCES NA (a) AT 28 DAYS PSI g p y Acceptance of these drawings does not authorize the right to build without (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire 9 9 Y De System. the authorization of local governing agencies, such as Suffolk Count t DOB NUMBER: OF (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL p of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR; BOX BEAM (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) ( )3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIIC TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. © D•A•K ASSOCIATES,uc (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF DOUG-FIR TWO 8d NAILS THIS M T S 2 0 L_ T S 2 0 FASTENERS ALLOWABLE LOADS 1.2 LOAD SIDE OF TRUSS. MODEL GA UPLIFT UPLIFT LATERAL WITH TOTAL FOUR OD TO AVG 133 160 8dx1 ' R FE 8d NAILS RAFTERS/ TO To ULT. NAILS INTO TRUSS TRUSS PLATES STUDS (13.3) (160) , FZ (133& __�_ STU SIMPSON PROVIDE (1) HGAIOKT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-UP WASHER SIDE OF CEILING JOIST D ®A°K ASSOCIATES I1�C H7 16 4-8d 2-8d 8-8d 2991 93C 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = AND ON SIDE OFZRATER ' PROPER INSTALLATION PROCEDURES residential & commercial design a engineering.consulting H6 16 8-8d 8-8d 3983 91!5 950 650 5, 44 DIMENSIONS FASTENERS ALILOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) o ARTJ'x12 506 Main Street phone: (631)767-6071 (TOTAL) AVG LENGTH OF BOLTIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE TWO ° Westlham ton Beach,New York 11978 Talc MODEL GA 2 INTO • ° p (631)466.&IN NO. MAX. CLEAR ULT. LFTA LFTA REF. °o ! 0• WIDTHSPAN L QTY DIA 11"' 2" 21" 3" 31" 11" 2" 24" 3" 31" EIGHTS o° •° Wolf: CAmM@ool.com 8d NAIL S P 4 LFTA 16 2 " 17" 38�"16-10d — 4200 1205 1400 5, 44, 85 INTO DeeokOSld,Arm&Kehl Associates,LLC• STUD formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: DOU(G-FIR LARCH / SO. PINE o0 FASTENERS Z ALLOWABLE UPLIFT LOADS3 o These drawings and specifications including the MODEL L AVG 10d 10d x 11•' CODE °o ideas, design and arrangements represented ULT. REF. LFTA No. 10d 10d x 11" (133 / 160) (133) (160) L_ S T A 2 1 therein, are the property of D.A.K. ASSOCIATES, LI-C. No part thereof shall be copied, disclosed too others or used in connection with any work MT516 16 14-10d 14-10d x ,1" 3116 l000 eao 1000 3, 41, 128 o°o o or project other than for which they have been q ° prepared without written consent. o MTS20 20 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 ° ARTJ'x12 0 op Simpson Strong—Tie o HGA10 LST20 20 12-10d 12-10d x 11" 2383 775 720 720 3, 41 0 GNW- "Ell NUT DETAIL "E ° DOUG-FIR-LARCH Equal number of °° TYPE OF DIRECTION PINE CODE specified nails in o MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. Simpson Strong-Tie FLOOR ROOF (133/N0. TION (,00) (125) 1601 each end p g DETAIL "K" G 515 645 67(0 I C S 16 LTP4 5 J 515 645 67(0 6, 39, 97 DETAIL "H" H 1 515 645 67(0 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 DEFLECTION STU 5"- MODEL MACHINE AVG LENGTH OF BOLT DEFLECTIONZ•3 AATHIGH T AT HIGHEST RODE 8 TU NO. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE GA GA HB SB W H 8 SO CL DIA5•s DESIGN LOAD DESIGN 00 WHEN RAISED OFF �SIMPSON QTY DIA 11" 2" 21" 3" 31" 51" LOAD THE SILL PLATE 0o TAKE—UP WASHER 0 0 HD2A 16 1 12 4{�" 21" 2J" 81" 2j�" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 ARTS"x12 MODEL DIMENSIONS FASTENERS AV ALLOWABLE UPLIFT LOADS NO. L STUD PLATE ULT. DF / SP CODE (133)Z (160) REF. SP4 3 7J" 6-10d x 11 2917 735 885 7, 40, 127 m MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 NO. CA yy L NAILS F )FLOOR (133 (160) REF. 0 1100 WORK NOTES: LSTA21 20 16-10d 9305 1205 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA NO. W L NAILS t 000R (133) (160) REF. Simpson Strong-Tie MSTA24 18 1 14" 24 18-10d 1 11025 1 1370 1640 7, 40, 90 L U S 46 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L SPACING REF. HD2A N0. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)Z oc, OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT SSimpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2,t" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H�6 DIMENSIONS FASTENERS ON, D U -FIR LARCH/SO. PINE ALLOWAaLE LOADSNOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION „ �� N0. GA W H B 1od 16d JOISTS ULT. (133)(160) 10d 1sd ,od 16d 1od 16d REF. ALL LIAY A BILITIES S 0� THEIOCONTRACTNAL IORER, PLACES DETAIL F LUS46 18 3A" 4J" 2 — 4-16d 4-16d 6076 1140 1160 —1000 — 1150 — 1250 7, 40, 127 DETAIL "I" 5,. HUS210-2 14 3 9j" 2 8-t6d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 SIMPSON 8 ART "x12 FASTENERS UPLIFT LATERAL CODE NO. GA (133/160) REF. TAKE—UP WASHER MODEL UPLI UPLIFT ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 HGA10KT 14 4-SDSJ' I" 4-SDS}"x3" 1523 435 435 1165 940 CNW- USE A MINIMUM OF S P 4 COUPLER N U T TWO 8d NAILS THIS SIDE OF TRUSS. CNW_COUPLER NUT S P 4 STU 8 - TOTAL FOUR /. ® SE A MINIMUM OF SIMPSON 8d NAILS TWO 86 NAILS THIS L S T A 2 1 TAKE-UP WASHER S I M P S❑N INTO TRUSS SIDE OF TRUSS. M T S 16 STU �'- M T S 16 SIMPSON • TOTAL OUR �. 0 HD2A TAKE-UP WASHER ° Strong-Tie INTO TRUSS L S T A 21 H U S 210-2 PROJECT: TWD ° FI PROPOSED 8TO AlL o PLATES °o° 8" ANCHOR BOLTS E TWO o IGHT 8d NAIL 8d NAIL INTO INTO DETAIL "Aff ALTERATION STUD Simpson Strong-Tie PLATES °p° H7 EIGHT TO THE IN NAIL ® DETAIL "D" DETAIL "G" DETAIL "J" STUD Simipson Strong-Tie ° H7 Simpson Strong-Tie LFTA RED SYSTEM MEANEY LFTA LFTA RESIDENCE BP 6880 Nassau Point Road Cutchogue, New York I'. DRAWING TITLE: SIMPSON WINDLOAD CHARTS & CALCULATIONS LTP4 LTP4 DETAIL "L" & STRONG-TIE DETAILS LTP4 SET: ISSUED FOR: DATE: I DETAIL "C" Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: LTP4 DETAIL "B" FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 4-12-2013 LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT NO: (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 962-2013 Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES DRAWN BY: Floor-to-Floor Connections (4) SHEATHING TO BE NAILED TO TOP PLATE - BDK - CHECKED BY: NO SUBSTITUTIONS JJD SHEET NUMBER: At( framing hardware shown on these plans, Ir- s� unless otherwise indicated, is Simpson Strong-Tie, No substitutions are approved or authorized, r. / G2 Due to the relationships of framing hardware to the other components of the structure, any framing =- Doe NUMBER: of hardware substitutions will render these plans JAMES J DEERKOSKI PE null and void, and will result in the installer/contractor assuming responsibility for the design and © D•A-K ASSOCLkMnc performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS '�%% f%'�!% '- %ice% D ®A m K ASSOCIATES Lw residential & commercial design .engineering.consulting 19'-9 506 Main Street phone: 1631)767-6071 11-9 4 Westflampton Beach,New York 11978 falc 1631)466-3354 Provide a 8" Conc. Wall '-10%" '-10%" [-Mali: CAm8888@ad.com Deerkosld,Arm&KeN Associates.LLC•formerly East End Design Associates,LLC on Canc. Fin Min. e 7"1 ""'' �' ?I%7 "7%%7 l7% Below Final Grade DHP5646 OWNERSHIP & USE OF DOCUMENTS: o These drawings and specifications including the Closet to be Verified o/�� ideas, design and arrangements represented with °'lI ProvideY"x 12" owner co therein, are the property of D.A.K. ASSOCIATES, Anchor Bolls ("See Alternate Closet Layout Below") CD— LLC. No part thereof shall be copied, disclosed 2-O"oc. As to others or used in connection with any work Per NYS. Code or project other than for which they have been Line of 10 — '-0" Flat Ceiling --------- prepared without written consent. Provide MIN. 3'-O"wide Opening Continuous TJI 560 x 11 7/8" Floor Joists @16"oc. to Allow for Access and Installation Wall to be Furred-Out of Mechonicals " to Cover Foundation v Existing Existing Existing Foundation Foundation Basement N O O NEW GREAT ROOM Continuous TJI 560 x 11 7/8" Floor Joists @16"oc. 72 00 N Ac, o (D � = cD IZ 0 co Existing 4 PC. Slab Provide MIN. 3'-0"wide Opening to Allow for Access and Installation of Mechonicals v- - Continuous TJI 560 x 11 7/8" Floor Joists @16"oc. WORK NOTES: v Wall to be Furred—out -------- 3Y" to Cover Foundation Line of 10'_0" Flat Ceiling------------- Provide or insure the installation of a o �' 16% 8" Concrete Footing Min. 3'-0" Below Final Grade Provide Y"x 12" Anchor Bolts 2'-0"oc. As Per NYS. Code 19'-2 - - - - - --�.- - - - - - - - - — — — :P— — — — — - - — — - - - - - 3046 2"sM. 3046 2"sM. 3046 rovide a 8" Conc. Wall on Conc. Ftg. Min. 3'-O" Below Final Grade '-101Y6" 9'-101is 16'—Qr 19'-9 Remove Existing Gorage Apron and Asphalt Driveway as per Owner FOUNDATION PLAN- FLOOR PLAN_ Scale: K = 1'-0" Scale: %" = 1'-0" Note: All Dimensions are to be Verified In the Field Note: All Dimensions are to be Verified In the Field 1 19'-9%" —9,r8 0'-0 DHP5646 2CL "Alternate Closet layout" 2vl 'o 0 2068 � 20683 PROJECT: PROPOSE D 12'-11Y4" 2'-11Y44 ------------•— Line of 10'-0" Flat Ceiling ALTERATION Wall to be Furred—Out 3Yz" to Cover Foundations TO THE MEmimEY R ES' 6880 Nassau Point Road O NEW GREAT ROOM Cutchogue, New York Vie DRAINING TITLE: Co co = o FOUNDATION PLAN SET: ISSUED FOR: DATE: Wall to be Furred-Out 3%" to Cover Foundotionn -----------Line of 10'=0" Flat CeilinL_—___---_--_ _ 19-234 SEAL: DATE: 04-12-2013 PROJECT N0: 3046 2"sM. 3046 2'sM. 3046 9 6 2—2013 9'-t0��s" DRAWN BY: - BDK 19'-9±" © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. �,: �\ CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW, SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT T,\ icy t> WRITTEN AUTHORIZATION. • ^ ALTERNATE FLOOR PLAN ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF =='� `� ' Al 03 `� ^ � , . D.A.K. ASSOCIATES, LLC. .=- THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Scale: Y" = i'-0° PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Note: All Dimensions are to be Verified In the Field Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building p D•A"[ ASSOQA'IES,ac Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS %% % ; '! D .A®K ASSOCIATES �.c residential & commercial design •engineering.consulting 506 Main Street phone: �631)161-6011 Westhlampton Beach,New York 11978 fax (631)466-351 0 E-Ma1: CAnBB88@aol.com Deerkosld,Arm&KeN Associates,LLC•formery East End Desi n Associates,LLC 11 � � �_ OWNLRSHIP & USE OF DOCUMENTS: 3 0 ❑❑ ♦ ❑ ❑❑ These drawings and specifications including the 3 o ideas, design and arrangements represented rl� 3 � therein, are the property of D,A.K. ASSOCIATES, �, LLC. No part thereof shall be copied, disclosed IIII III o I ❑ ❑ s � to others or used in connection with any work or project other than for which they have been �� o v ❑❑ prepared without written consent. W3 56 3 5611 IT W3 56 _ W3 56 in �I) o z I Co LEFT ELEVATION- SC01e: K = l'-0" RIGHT INTERIOR ELEVATION- LEFT INTERIOR ELEVATION- SC01e: Ya" = 1'-0" Scale: Y4" = 1'-0' WORK NOTES: E E `3 E o E •c v •c v a cn cn W W L N ~ N ~ I III ! t Co ♦ ♦ S C DHP5646 � � li W 4 W 4 4 � � DHP5646 U- > > REAR ELEVATION- Scale: Y4" = 1'-0' PROJECT: REAR INTERIOR ELEVATION. FRONT INTERIOR ELEVATION PROPOSED Y scale: " = 1'-0' scale: Y" = 1'-0" ALTERATION TO THE MA EMNEY R E S T C 6880 Nassau Point Road Cutchogue, New York DRAWING TITLE: -- ELEVATIONS - AS NOTED SET: ISSUED FOR: DATE: 11 11 11 IT 1111 11 11 IT I 3 4 3 4 3 4 SEAL: DATE: 04-12-2013 PROJECT N0: 962-2013 '--' DRAWN BY: BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. CHECKED BY: •., ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ,r a^'� ; ,i ;• `f� JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ` FRONT ELEVATION ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF n% �. A201 D.A.K. ASSOCIATES, LLC. Scale: Y4" = 1'-0" -•THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A-K ARAM ne Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS '00/1 ; �;!% ; hIN Hil D ®A®K ASSOCIATES residential & commercial design •engineering.corinting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 ICDC (631)466-3354 E-Ma7: CAm18888@aol.com Deerkosld,Arm&KeN Associates,LLC•formery East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENIS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. All Window and Door Headers are to be (2) 1 J"x 9�" LVL. Unless Otherwise Noted n q �Q H H R-30 Insulation Fiberglass Insulation R-30 Insulation Fiberglass Insulation R-30 Insulation fiberglass Insulation _ WORK NOTES: NEW GREAT ROOM EXISTING KITCHEN I DHP5646 R-15 Insulation 2x4 fire—Block R-15 Insulation Y" Filler %" Subfloor Joist Hanger Continuous TJI 560 x 11 7/8" Floor Joists @16"oc. IY4"x 9Y" LA Ledger 4" PC. Slab R-30 Insulation Fiberglass Insulation PROJECT: Y� CDX filler PROPOSED ACQ sill ALTERATION TO THE Existing Foundation Wall E� RESIDEPMECE �� 6880 Nassau Point Road ii CROSS SECTION A Cutchogue, New York Scale: Y' = 1'-0' DRAWING TITLE: Note: All Dimensions are to be Verified In the Field CROSS SECTION A SET: ISSUED FOR: DATE: SEAL: DATE: 04-12-2013 PROJECT NO: 962-2013 © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. i DRAWN BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED BDK f` ' ` `, CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUTdam SHEET NUMBER: WRITTEN AUTHORIZATION. I i C), ` ' { ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF t, A301D.A.K. ASSOCIATES, LLC. • ":, �:, �,,, �;<'`.:�e'�,' THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. < Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p D•A•K ASSOCIATES,uc agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS �o D •A-K ASSOCIATES roc residential E,commercial design a engineering a consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax: 1631)466-3354 E-Mail: CAmM@cd.com Deerkosid,Arm 3 KeN Associates,LLC a formerly East End Design Associates,LLC 7777 OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work Ridge Vent or project other than for which they have been prepared without written consent. Existing 2x8 Ridge Existing 2x6 Rafters 2x4 Ridge Pole @ 16"oc. 2x6 / 20 Strongback 2x6 Ceiling Joist @ 16"oc. Existing Roofing System 1/2" Bolt Sister 2x8's Along Side Existing Rafters R-30 Insulation Fiberglass Insulation R-30 Insulation Fiberglass Insulo%on Provide (2) layers of R-15 Insulation R-30 Insulation Fiberglass Insulation R-30 Insulation Fiberglass In ulation With Air-vent Baffle g 9 WORK NOTES: Li —ILIL —ILL 24" Vinyl Soffit O V • O C O N LL w o I E r p I �2 o NEW GREAT ROOM c X ',- a' Windows to be 0 0 I I Set @ 7 1/2" Below the Soffit I � I R-15 Insulation R-15 Insulation 1 4"x 4 4" LVL Ledger 34" Subfloor R-30 Insulation Fiberglass Insulation 4" PC. Slab R-30 Insulation Fiberglass Insulation _ }PROJJECT:g PROPOSED 13/"x 9Y" LVL Ledger Joist HHanger ALTERATION Continuous TJI 560 x 11 77/8" Floor Joists @16"oc. TO THE Lim New 8" Conc. Wall as Necessary ME AAR 'IRMO EY RE SID"' EEXE Im � New 16"x8" Footing as Necessary 6880 Nassau Point Road Cutchogue, New York CROSS SECTION I"B" DRAWING TITLE: Scale: Y" = l'-0" Note: All Dimensions are to be Verified In the Field CROSS SECTION B SET: ISSUED FOR: DATE: SEAL: DATE: 04-12-2013 PROJECT NO: 962-2013 DRAWN BY: © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ,' ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED !�;, , BDK s�, ''�� CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT JJD o a SHEET NUMBER: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �` D.A.K. ASSOCIATES, LLC. ; y. THE RIGHT TO BUILD ONLY.ONE STRUCTURE FROM THESE s, A302�,..•- PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMIES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © D-A-[ ASSO(�A1ffi,ut: agencies prior to construction.