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Home My WebLink About37359-Z p �t tip Town of Southold 8/17/2018 P.O. Box 1179 53095 Main Rd Southold,New York 11971 r.rsrR CERTIFICATE OF OCCUPANCY No: 36317 Date: 6/25/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1375 Westwood Ln, Greenport ------------- SCTM#: 473889 Sec/Block/Lot: 33.-2-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/8/2012 pursuant to which Building Permit No. 37359 dated 7/12/2012 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: one tat oily d,Kq lin with �.t ifi i hed 1��senient, coveredMfron crit y and twrya�_ � garage wider as applied J."ar. The certificate is issued to Sakarellos, Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0055 3/15/13 ELECTRICAL CERTIFICATE NO. 37359 3/18/13 PLUMBERS CERTIFICATION DATED 6/18/13 B c1i Plum ing .,lacy ",z Signature TOWN OF SOUTHOLD �S�FEOI�-�oG BUILDING DEPARTMENT y = ' TOWN CLERK'S OFFICE o . 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#: 37359 Date: 7/12/2012 Permission is hereby granted to: Sakarellos, Elizabeth PO BOX 408 Greenport, NY 119440408 To: construct a new Single Family Dwelling (modular) with a covered front porch & garage under as applied for At premises located at: 1375 Westwood Ln, Greenport SCTM # 473889 Sec/Block/Lot# 33.-2-3 Pursuant to application dated 6/8/2012 and approved by the Building Inspector. To expire on 1/11/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,760.00 CO -NEW DWELLING $50.00 Total: $1,810.00 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 .1. 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. ®� New Construction: `°" Old or Pre-existing Building: (check one) Location of Property: 13 We7-WoOD L-A JI� P,C__ ,A) -0/e-7- House No. Street Hamlet Owner or Owners of Property: ICL-1 �� 3�-TH Sty /Cj42 iZ-LJ S Suffolk County Tax Map No 1000, Section 3 Block Lot Subdivision S71 12 LI AJC;7 L:5 S7e-V_ti7 Shb Ye-e-S Filed Map. Lot: Permit No. Date of Permit. _ a ^ a Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate. (check one) Fee Subinitted: $ 5u , 0 0 plicant Signature Town Hall Annex SUIFot,�c 0� 02a Telephone(631)765-1802 54375 Main Road o Fax (631) 765-9502 P.O. Box 1179 0 . Southold, NY 11971-0959 �11Qd �,�� roper.richert(a)town.southol d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sakarellos Address: 1375 Westwood La City: Greenport St: NY Zip: 11944 Building Permit#: 37359 Section: 33 Block: 2 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T Metz Elec License No: 4525-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200 Heat Duplec Recpt 2 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200 A/C Condenser Single Recpt 1 Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 200 Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service to modular house, NY State approval #19-55408 Mfg,Westchester Modular,serial#12003-5982,additional work in basement Notes: Inspector Signature: Date: March 18 2013 Electrical Certificate.xls Town Mi Annex Telophone(63.0-76571$02 54375 Main Road Fax(63 i)765-9502 P.O.Box 1179 Southold.New York t 1971-0959 Cull BUILDING DEPARTWNT - TORN OF SOUTHOLD CERTIFICATION Date: / Building Permit No. 37 3 S.q. Owner: UlzM��f 5 (,u (Please print) Plumber: (Please I certify that the solder used in the water Supply-system contains less.than 2/10 bf 1°la. lead. (P 1*mb afore) Sworn to before me this I day of 20�_ WN Notary Public State of New York No..01 MA6243892 Ulu,, - Qualified in Suffolk County My Commission Expires July 25, 2015 i Notary Public, 50%ly, �county i �7.3 �. �o��oF sooryolo TOWN OF SOUTHOLD BUILDING DEPT:, 765-1802 NSPECTION FOUNDATION 1 ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &,CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION. - [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATErll"11l,-INSPECTOR J�� -- ----- - --- 3 pF SO Uryo - y � o�ycoU ,� TOWN .OF SOUTHOLD BUILDING..DEPT. 765-1802 NSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT REMARKS: DATE INSPECTOR Of SO(/r�,o� 7. 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) REMARKS: ! DATE �% INSPECTOR OF SOpj�,olo ��'YOOUMY N� TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON . [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ ] ELECTRICAL (FINAL) REMARKS: . DATE INSPECTOR SO(/r�,O� TOWN.OF=SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION . C....- I FOUNDATION I ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION- [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) j ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI O [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECT _ AL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK ( Cam- . � ` \ r DATE 113 INSPECTOR 1 Of SO(/lyo� o�ycOU�,a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULAT [ ] FRAMING /STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIR Y INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 DATE INSPECTOR u, ia( Ve�r it 4- 3!'351 1 Elizabeth Sakarellos, owner of 1375 Westwood Lane, Greenport New York am in the process of getting estimates for landscaping. Due to my current rental agreement expiring on May 31, 2013, 1 will be unable to complete the landscaping prior to my moving in. We will distribute the topsoil that we have and seed and plan on landscaping properly by the fall. Please take this into consideration. T am you, OA— lXit�'t �W br►� � �-�a—�.t't�� VICI�TOTH. ry Public to of New York No.ONZ190696 ` [ 3 Qualified in Soffoik County Commission Expires 1ul� 7.8,2 �p FIELD INSPECnQN REPORT DATE COMMENTS W FOUNDATION(IST) � - - --- ---- --------------- FOUNDATION(2ND) J ROUGH FP.,A Q& y PLUMBING O INSULATION PER N.Y. H STATE ENERGY CODE 4 1 W o h f � �✓ f FINAL .3 ADDITIONAL COMMENTS Z FOk^dM o Itz . gz � e OF SOpT�o� v cOUH(`I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG' [ IF NDATI [ ] INSULATION [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE MNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: -- A->--, A,-7z" \141 DATE 1 / INSPECTOR, pE SO(t-,,; TOWN OF SOUTHOLD BUILDING DEPT. : 765-1802 INSPECTION .. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIELD INSPEeTION REPORT DATE COMMENTS �W FOUNDATION(1ST) � . j � - ----------------------------i-- FOUNDATION(ZND) �. . vl G v ' 10111r, 1 Y ROUGH FRAATING& y PLUMBING . � G H INSULATION PER N.Y. STATE ENERGY CODE i FINAL g,2 061 ADDITIONAL COMMENTS 1 - la- e tow d 60 z Qp to -41 z Ut '� w . 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.N orthFo rk.net PERMIT NO. _ Check Septic Form N.Y.S.D.E.C. D Trustees C.O.Application Flood Permit Examined 7 ,201.7— JUN ~ 8 2012 Single&Separate Storm-Water Assessment Form BLDG.DEPT. ontact: TOWN OF SOOTHOLD q , Approved 20 , Mail to: Disapproved a/c SA-V w"I LbZ6 Phone: Expiration 20_LLf Building Inspector APPLICATION FOR BUILDING PERMIT Date tP , 20 rc;� INSTRUCTIONS a. This application MUST be.completely 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 r mo 1 or demolition as ein de ribed. The applicant agrees to comply with all applicable laws, ordinances, building co e, ho ing co e, and reg lations, d to admit authorized inspectors on premises and in building for necessary inspections ( ignature 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 7l Name of owner of premises ELl--Z�H"d5 (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 proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section J Block Lot Subdivi lion S//2LIA)(l `1's?�2 n1 S�bYC6�Filed Map.No. 41+—_)-� Lot S `_ A-Ig to ti A 9 5 2. State existing use and occupancy of premises and intended u e and occupancy of proposed construction: a. Existing use and occupancy a b. Intended use and occupancy ,hJ07 c— : —V— Lm 3. Nature of work (check which applicable):New;Buiiding:.: Addition Alteration Repair Removal Demolition'. :'I..,,Other Work �,�y (Description) 4. Estimated Cost � 9®�D i Yl'i i k e��Ci;► I �To be paid on filing this application) 5. If dwelling, number of dwelling units _v.. Number of dwillino units on each floor If garage, number of cars t I 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 5$ Depth 7-5 to Height Number of Stories 1 9. Size of lot: Front 4 Z Rear (00 Depth &6 10. Date of Purchase q Q Name of Former Owner 11. Zone or use district in which premises are situated Ln 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 1" 13. Will lot be re-graded? YES VINO ` Will excess fill be removed from premises? YES NO EL Zi4,13 eV4 2..1 v-v .Z u Ge-o-"o�r D rZ-'0 14. Names of Owner of premises Address c6,t7z-c1'06 Lig Phone No.1 l Lilo) 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 V * 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 any covenants and restrictions with respect to this property? * YES NO V1 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O SO_ko r�A being duly sworn, deposes and says that(s)he is the applicant�L I Z�. (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 t before-me this KITO'IN Cs-I dan of No State of New York .0 iyo-.90696 ualified in Suffolk Counttyv fires July 28,u g ---- Notary Public Signature of App_Licai�.t:- w _ 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 S outholdTown.NorthFo rk.net PERMIT NO. 27 3 .S? Check Septic Form �n � N.Y.S.D.E.C. D �VJ Trustees C.O.Application Flood Permit Examined 'J 20/.1- JUN " 8 2012 Single&Separate Storm-Water Assessment Form { BLDG. T. ontact: _ Approved 20 / 3 TOWN OF SOUTHOLD— : Mail to: :�4 eT}- Disapproved a/c SA-V 1,9-eOL cO.5 Phone: Expiration V1 20_Ly Building Inspector APPLICATION FOR BUILDING PERMIT Date FP , 20 f ), INSTRUCTIONS a. This application MUST be completely 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 r mo I or demolition as ein de ribed. The applicant agrees to comply with all applicable laws, ordinances, building co e, ho ing co e, and reg(ilations, d to admit authorized inspectors on premises and in building for necessary inspections ( ignature of applicant or name, if a corporation) P e> X L+oy kfej3ro0-T- �s\� (Mailing address of applicant) q(7/ � State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 01� ao Name of owner of premises EL—(--ZR8 E73-F_ SA �1/�I✓L/�.� (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 proposed work will be done: /3 7S (Aj E_7�1 (�oo�� LASS ��CJ�i�C7YLT House Number Street Hamlet County Tax Map No. 1000 Section J�3 Block Lot '3 Subdivision SI/l_Lfn1 L� 54�03�iled Map.No. �`�� Lot -4S A-ttg to, 1 A K 5 2. State existing use and occupancy of premises and intended u e and occupancy of proposed construction: a. Existing use and occupancy a" �� b. Intended use and occupancy 1 tjU L Ly m,W U-; - !�G 3. Nature of work (check which applicable):NewlBuildi ng� y Addition Alteration Repair Removal Demolition'. ':' - '_.;Other Work (Description) 4. Estimated Cost MA ff o be paid on filing this application) 5. If dwelling, number of dwelling units Numbei of dwllin4 units on each floor If garage, number of cars q, 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 5g Rear 5 Depth Z51[o 1 Height Number of Stories 9. Size of lot: Front 0 ql Rear 100 Depth , 10. Date of Purchase I q q Name of Former Owner 11. Zone or use district in which premises are situated k-S f im al -I 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES VINO ' Will excess fill be removed from premises? YES NO EL1Z-0-6a 4 2-1 v-v -Ducrcpao,&lD re.9) 14. Names of Owner of premises Address c0t7z-P"°GU6 PhoneNo.16q(ad z(a3"--7,'y7 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 V * 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 any covenants and restrictions with respect to this property? * YES NO 1/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OtZ 6[ 17�8 S� � ►�-Q��I 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 t before nie this day of OU 2� i "�IICKI TV ofi�ry� State of New York � ualifiied in Suffolk County ires July 28.20 Notary Public Signature of Aonlicant= i 1/ Town of Southold - Chapter 236 - Stormwater Management 1� SWPPP - Storm Water Pollution Prevention Pain Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWNER:Of Different than Applicant) I �LI 3�� S/�KW►2Ct, i Address: �O f P• (�_ •`f�G Iv Address: I!Telephone# 3 �^ Fax# Telephone# Fax#: E-Mail: ,`-l �S/T��Vf ((DAJL E-Mail: j Property Address: rBrief Description of Construction nction Activity,Proposed Structural BMPs,Soil S.C.T.M.#: 1 000 Stabalization BMPs,Project Scope and/or Sequence of Construction Activity i Dlsfrkt SecBon Block Lot (Provide Additional Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: Address: Telephone#: Fax#: (^G!•"==1=__ -23 (,31- 2-31- Ibas E-Mail: v 1<v> �s t Wma Czvy Name of Persons Responsible for Installation 8 Maintenance of Erosion Control Practice: 1 It._ N1 _ - - - ' Address: Telephone#: S ` �Fax#• ------------- -----------• - E-Mail: -6Total Area of Allt� = - �� rS _`^ - - T -® ; . L`�Oo o Total Area of Land Gearing ^�,�� -- Project Parcels: and/or Ground Disturbance: �� -- - `-'-'-e, (S.F./Aces) (S.F.I A—) Project Duration: Start 4End (Anticipated) `a� Date: I S Date: - il I __- 6� _(Number of Calendar Days) I V1 -11 v Will this Project Disturbe five(5)or More Acres at Any One Time During the Proposed Development? Yes No If YES:Please Answer the Following( _ ( / ___ �!V�!!l�-_. ► V'\_ a- Does the Applicant have a Qualified Inspector On �� / �V1 C_-0 82k G� Staff To Conduct the Required Inspections? Yes No WA L �l b.`-Does the SWPPP Indicate How Frequently the Site �� List the NAMES or description of all Potentially Impacted Waterbod)es and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No - c. Does the SWPPP Adequately Identify All Temporary [�[J ---------- i s and/or Permanent Soil Stabalization Measures? Yes �Nj -- -"'-- ---- d- Does the SWPPP Adequately Identify a Complete Ej�f '-'----------- -----------------------.__________ Project Phasing Plan? Yes No Status of Impacted Waterbod :leg.TMDL,303 d Listed, e. Does the SWPPP Indicate Additional Site Specific �] P y t g ( ) p ire .) Practices that Will be Utilized to Protect Water Quality? Yes No __ --- - -.- f. Has the Applicant Submitted a Completed DEC Notice O l �I Type of Impacted Waterbody:leg.Lake,Creek,Ba ,Pond,Sound,Freshwater Wetland...)Of Intent and SWPPP Acceptance Form for Review � , by the Town of Southold? Yes No ----------------------- - ------------------- SPATE OF NEW YO1tK, i JCOUNTY OF.............�...............................SS That I,........`4.---��..�.µ".-�'I�E�2_'..�.�.''.�..........SI f►�t� j,- (Name of indsigning Document) S being duly sworn,deposes and says that he/she is the applicant for Permit, Lo And that he/she is the ...........................................................Cr..�,. .!C1. ......... ................................................................... (Owner,Contractor,Agent,Corporate Office, la) Owner and/or representative of the Owner or Owners,and is duly authorized to a orn or have performed the said work and to i make and file this application;that all statements contained in this application a to the best of his o ledge and belief;and -that the work will be performed in the manner set forth in the application filed re Sworn to before me this; i .........................�........-...-.. of:�1...(�.�...........-..-...,20�.�� Notary Public:... !..- . ---NbVa6f New Yo ••••.................. .... --......-- ---- No•OIT06190696 (Signature of Applicant) SWPPP Assessment FORM. 03-12 _-U-Nalffieu In SuIrroillUOUnTY commission Fxpires July 28,2 ( r Town of Southold r� Erosiong Sedimentation & Storm Water Run-off ASSESSMENT FORM <`. PROPERTY LOCATION: S.C.T.M.it: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Ol I�tYr d� - STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN rstrict section ock Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No . a. What is the Total Area of the Project Parcels? mll (Include Total Area of all Parcels located within p / Will this Project Retain All Storm-Water Run-Off the Scope of Work for Proposed Construction) (o J y Generated by a Two(2")Inch Rainfall on Site? b. What is the Total Area of Land Clearing (s F r > (This item will include all run-off created by site El clearing and/or construction activities as well as all and/or Ground Disturbance for.the proposed I DO� Site Improvements and'the permanent creation of construction activity? (S.F.r Acres) impervious surfaces.) PROVIDE BRIEF PROJECT DESCRIPTION (ProvtdeAdaltional Pa 2 Does the Site Plan and/or Survey Show All Proposed a9 Neeaea) Drainage Structures Indicating Size$Loca anges and Location? This — Item shall include all Proposed Grade Ch �u(�'h ®� Srncj I e Slopes Controlling Surface Water Flow. 0 , ` i $ Does the Site Plan and/or Survey describe the erosion . I - -5 1 C� 111 and sediment control practices that will be used to '1/h 1 � 'Girl � jl'�j ., control site erosion and storm water discharges. This 1V1A C7 = item must be maintained throughout the Entire Construction Period. S 4 Will this Project Require.any Land Filling,Grading or f� �vp.'A (�,,� „,•_,f S��r„„ Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within an Parcel? (tNl 1 � �' "J G rj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000'S.F.)Square Feet of Ground.Surface? 6 is there a Natural Water Course Running through the i Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres;including disturbances of less than one acre that 7 Wilt there be Site preparation on Existing Grade Slopes are part of a larger_common plan that will ultimately disturb one or more acres of land; Including Construction activities Involving soil disturbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to i the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizontal-Distance? (SWPP.P's Shall meet the Minimum Requirements of the SPDES General Permit - 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-a-10-o01.) Surfaces be Sloped to Direct Storm=Water Ruh-Off 1.The SWPPP shall be prepared prior to the submittal of the Not.The Not shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of conswction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(This item will NOT Include the Irisla0atlon oFD Identify potential sources of pollution which may reasonably be expected to affect the dyesiay Aprons.) quality of storm water discharges. NOTE: If Any Answer to Questions one through►Dine Is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be•prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is hnowtedgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit (NOTE: A Cherie Mark(qy)and/or Answer for each Question Is Required for a Complete Appll mft) STA'i'E OF NEW YORK, CO TNTY OF... ......................SS /fiat 1,...�1 Za.�Q !�....�r.��(�:��; "'bein dui sworn (Name of individual signing Document) g Y ,deposes and says that he/she is the applicant for Permit, And that he/she is the ................................................. no ... .. .(r.?�. erContractor,Agent,Corporate Office,etc ............................................................... Owner and/or representative of the 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 e o the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed hyrwitp. Sworn to before me this; ......................... ........... ay off'.. !..�..\ ..................,201� VICKI TOTH Notary Public: ... .l..c.�l�........ ....................1ofar PLhk St .01Rw York ..........................................................................e I (Sgnature of Applicant) i FORM - 0$/10 Commission Expires July 28,Z ll(p 06/14/2012 12:00 FAX 516 742 0675 MISS ABSTRACT 2002 M.K.M. Abstract Services .Inc. 238 Mineola Boulevard-Mineola,N.Y. 11501 -5 16-742-4700 M.K_M.ABSTRACT SERVICES,INC. does hereby certify to the: THE TOWN O)F SOUTHOLD That it has caused a search to be,made in the Office of the Clerk of the County of Suffolk in State of New York for the period from 10/14/1957 to date against the premises and the premises adjacent thereto on all sides and has found on the returns as set.forth therein as to the premises described in Schedule "A" as they bear on record title; and does certify that the owners of the premises described in Schedule "A"have owned the same in single and separate ownership as de[ined by the law during this period of time, except as otherwise shown herein. The Company's liability is limited to Twenty Five Thousand ($25,000.00)Dollars for negligence only. No policy of insurance is to be issued heretmder. M.K.M. ABSTRACT SERI�TCES,INC. By: Michael B. Lione,Esq. MKM-S-22612 Dated: 6/18/04 MBL/tml t } ALL that certain plot,piece or parcel of land,.with the buildings thereon erected, situate, lying and being near Greenport Village, Town of Southold, County of Suffolk and State of New York and described as Lot Number 75 on a certain map entitled, "Map of Eastern Shores at Greenport, Section 2", filed in the Office of the Clerk of the County of Suffolk on August 10, 1965 as Map Number 4426. FOR CONVEYANCING ONLY AND NOT FOR POLICY TOGETHER WITH beach rights and access thereto as described in grant made by H.J.S. Land& Development Corp. and J.M.S. Land &Development Corp. to Eastern Shores, Inc., dated the 17th day of March, 1965 and recorded in the Suffolk County Clerk's Office on March 18, 1965 in Liber 5716 at page 16. I. AS TO THE PREMISES UNDER EXAMINATION: Dist: 1000 Sec.: 033.00 B1k: 02.00 Lot: 003.000 1. H.J.S. Land&Development Corp. to Judith Schneider Dated: 1/9/1974 Recorded: 1/21/1971 Liber: 6873 cp 209 2. Judith Schneider to Konstantino Sakarellos and Elizabeth Sakarellos Dated: 5/28/1992 Recorded: 6/10/1992 Liber: 11481 cp. 983 Last Record Owners: Konstantino Sakarellos and Elizabeth Sakarellos II. AS TO THE PREMISES ADJOINING TO THE NORTH Dist: 1000 Sec.: 033.00 BIk: 02.00 Lots: 002.000 1. Sheldon M. Schneider and Judith B. Schneider, his wife and Paul Levenstien and Muriel E. Levenstien, his wife to Sheldon M. Schneider and Judith B. Schneider, his wife Dated: 1/23/1978 Recorded: 4/11/1978 Liber: 8411 cp 336 2. Sheldon M. Schneider and Judith B. Schneider, his wife to Konstantino Sakarellos Dated: 5/28/1992 Recorded: 6/10/1992 Liber: 11481 cp. 80 3. Konstantino Sakarellos to Emmanuel Petrakis and Evangelia Grammenidou,husband and wife Dated: 10/27 2003 Recorded: 11/7/2003 Liber: 12282 cp 512 Last Record Owners: Emmanuel Petrakis and Evangelia Grammenidou, husband and wife III. AS TO THE PREMISES ADJOINING TO SOUTH: Dist: 1000 Sec.: 33.00 Blk: 02.00 Lots: 004.000 1. Edward A. Wisbauer, Jr. and Joan C. Wisbauer, his wife to Ecaterini Chios and Andrea Chios Dated: 11/13/1980 Recorded: 11/17/1980 Liber: 8916 cp 340 IV. AS TO THE PREMISES ADJOINING TO THE WEST: A. Dist: 1000 Sec.: Blk:, Lots: 1. Edward W. Speeches to George Popkin and Barbara A. Coyne Dated: 10/29/1981 Recorded: 12/4/1981 Liber: 9110 cp. 360 2. George Popkin and Barbara A. Coyne to Premier Builders at Island Estates, Inc. Dated: 2/18/1985 Recorded: 3/25/1985 Liber: 9758 cp. 239 3. Premier Builders at Island Estates, Inc. to Homestead Acres at Greenport, Inc. Dated: 2/21/1985 Recorded: 3/25/1985, Liber: 9758 cp 241 4. Anthony M. Parlatore to Sarasota, Inc. D/B/A Credit Control Management Dated: 7/31/1996 Recorded: 8/13/1996 Liber: 11787 cp. 292 5. Sarasota, Inc. D/B/A Credit Control Management to Schembri Homes, Inc. Dated: 2/26/1997 Recorded: 3/11/1997 Liber: 11820 cp. 243 6. Schembri Homes, Inc. to John Iacono and Rose Iacono, his wife Dated: 3/3/1998 Recorded: 3/10/1998 Liber: 11882 cp. 491 7. John Iacono and Rose Iacono, as husband and wife to Neil Brenes and Leilany Brenes, as husband and wife Dated: 12/7/2001 Recorded: 1/14/2002 Liber: 12163 cp. 326 Last Record Owners: Neil Brenes and Leilany Brenes 2 • r J 3�. B. Dist: 1000 See: 0, 000 Blk: 02.00 Lot: 051.000 1. Edward Speeches KO( 1 I� to Anne Popkin G- Dated: 10/29/1981 Recorded: 12/4/1981 Libe . 9110 cp. 357 2. Anne Popkin to Barbara Ann Coyne, Thomas Coyne, e Popkin and George Popkin Dated: 4/9/1985 Recorded: Liber: 9784 cp. 556 3. George Popkin and Anne Pop 'n to Susan Wadsworth Dated: 1/25/1991 Re orded: 4/23/1991 Liber: 11251 cp. 358 4. Susan Wadswort , as to 2/3 interest and Barbara Ann Coyne and Thomas Coyne as to 1/3 interest to Jason O'Del and Karen Boger, as joint tenants with right of survivorship Dated: 1 9/2001 Recorded: 11/27/2001 Liber: 12155 cp. 264 Last cord Owners: Jason O'Dell and Karen Boger, as joint tenants with right of survv orship i Page 5 of 5 i y. HOWARD KIPNES OWNER/BUILDER CEDAR KNOLLS 900 MARCONI AVE RONKONKOMA NY 11779 1-631-231-1518 1-866-374-1518 TOLL FREE 1-631-231-1625 FAX WWW.CEDARKNOLLSHOMES.COM MODULAR HOMES- CUSTOM HOMES- MAJOR RENOVATIONS 6/14/2012 RAIN RUNOFF CALCULATIONS GENE® HOUSE d PATIO.- 2719 sq.11. �� AUG 2 SURVEY OF PROPERTY N DRIVEWAY IPER910US1 - 810 sq 11. �g .2719 x I x 0.17 - 462 cidt. SUFF. CO. HEALTH SE ICES A T GREENPORT 810 x 0.7 it OJr F 97 cast. �� OFF9CE OF WAfiTEWp,TE CT. 559142.2 - 13.2 VF TO WN OF 'SO UTHOLD PROVIDE 3 DWs 8'0 x 5' Deep or EQ1MT- c SUFFOLK COUNTY, N. Y. 1000-33-02-03 SCALE,- 1'=30' EXCABVFAOTRO A ( SFET,Opj�LN f f�EJP� WP �- AUGUST 11, 2011 16 YHSANiTARy S-(STEM U01 PUBLC 16612 LTF DEPAMIENT 01 NG ca o �U m to m -n CF w r -� O ® p 1,'02,5Gt►aN INK �,, p , m 4 �„ .n � 0, N a a3 v1 cn v °� m xE :0 z �\ � PROPOSED.W/L _. n 0 "Imo 10> :IW� 34.2' ro•►/i O $ n' C. "LP b c dl A HOLE �Q EP Z7 ua sn ;;' U �cr ,, 8 Mw °' Z n -n �� s; rn -n z � o o �, o v' ST 0 to � ,� � to vw � � 1 LP 7 fin Z Q ro i rmr � r� D v U7 �i °° o0 o c,i Rl n T. °AdON, . 18' PROP. c V10 PERt k5! m -11 ® 5 v c a LOT 75 GF. Dw29.0W 0 oM 2 o 2+ - TEST HOLE DATA �J > m r 0 s 0 A 67' )BY MCDONALD GEOSCIENCE 0 MAY 4, 2004 W p DM ro EL X C7 m °= DARK BROWN SILTY LOAM / O N r 1' - z�2_ , - f po EL 27' xW 150.0Of EL ' EL. 26.5' BROWN SILT 3' ---------- S86'07 00 PROPOSED SEPTIC SYSTEM m n LOT 74 (FIVE BEDROOMS) n Z m PUBLIC WATER) BROW2X GR SAND WI7N cn (DWELLING WTH [1] 1,500 GALLON SEPTIC TANK [2] LEACHING POOLS 8' DEEP x 8' DIAMETERS o AREA-18,520 SCE. FT. ��'� �! �V J'� BROWN f7NE TO COARSE SAND MIS-, r� W TH 10-20X GRAVEL ELEVATIONS REFERENCED TO AN ASSUMED DATUM. LOT NUMBERS REFER TO "MAP OF EASTERN SHORES, SECTION TWO" FILED IN THE SUFFOLK COUNTY CLERKS , 'IV The location of wells and cess ools shown hereon are p OFFICE ON AUGUST 10, 1985 AS FILE N0. 4426.from field observations and or from data obtained from others. N. Y.S. LIE. NO. 49618 ANY ALTERATION OR ADDI770N TO THIS SURVEY IS A V10LATlON l am familiar with the STANDARDS FOR APPROVAL ONIC U YORS, P.C. ��C� � y OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. AND CONSTRUCTION OF SUBSURFACE SEWAGE �� ✓o ��,`� 31) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECT70N 7209-SUBDIVISION 2. ALL CER77FICA77ONS DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ` P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF and will abide by the conditions set forth therein and on the ■= ONUME/� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR permit to construct. •=PIPE 72JO TRAVELER STREET 11-185 WHOSE SIGNATURE APPEARS HEREON. p SOUTHOLD, N. Y 11971 RAIN RUNOFF CAL COLA TIONS SURVEY EY OF PROPERTY , N HOUSE & PATIO 2,010 SQ. FT. A T DRIVEWAY (NON-PERVIOUS) 1341 SQ. FT 9 GREENPORT 0. $0� TOWN OF SO UTHOLD 2,010 x 1 x .17 = 28 U. T SUFFOLK COUNTY, N. Y. 1341 x 1 x 0.17 = 228 CU. FT. 5701 42.2 =13.5 VF `�_ 1000-33-02-03 PROVIDE 2 DRYWELLS 8' DIAMETER x 8' DEEP OR EQUAL 342. SCALE. 1'=30' I I R Aucusr », 20» ,[V� / b ,6 �A i� 4.9' AUGUST 19, 2011 (REVISION) 1,Ot UB��G 12, EL s JUNE 1, 2012 (REVISED PROPOSED HOUSE) {NITM P ij1'S j66. JUNE 7, 2012 S JUNE 15, 20 2((REVISEDPROP. HSE & DRIVEWAY Z 1 Z 0 .�2'5�"E ON ONCE N oW '� �.7i 0 ^ r t{ �' 0 N�1 04 � m. -o 48' / y (� t F:T 3 4 2 71 26 o PROPOSED W C-) .� l � C 0 ? r 14' p oLP 40r 5, D C Cl) Z mod: o R w c�i 2 E MIN W r /t D =O 2 PROPOSED _-yp' TEST HOLE Z n y � V MIN. T g' LP �y I6 4, 1 '0*48 J5 GARAGE FLR. a ��}.�� d o.sN i (�5 LOT 75 1 51k q l� -face,, _ 1.0'W 22' 49' -b y i V LA PROPOSED� I o TEST HOLE DATA O S,,cn o LOT COVERAGE r- _ w Div w o B BY McDONALD GEOSCIENCE ��(�•� Q' � \e= HOUSE & GAR. - 1507 sq.fl. C-) Q MAY 4, 2004 1507118520 = 8.1% 0 M pRppoSEO NON- 011S DRIDEWA EL 31' DARK BROWN sILTr LOAM '50-00s. EL 27.2' BROWN .SILT v_► EL. 27 c _1 D� S86-07'00"W EL 2ss 1 3' ---------- PROP__OSED SEP_7ZC_SY-STE/Ll_ _a�-F— - ® - t�( ) - FOUR BEDROOMS LOT 74 p '(VACANT) �� ' i►�J Bo°X A SAND WITH [1] 1,000 GALLON SEP77C TANK (PRECAST) D 10 (le j 1 [2] LEACHING POOLS 6' DEEP x 8' DIAMETER 14- ---------- p AREA=18,520 SO. F-T. �� r f (�\'M .�F BROWN f1NE 70 COARSE SAND ELEVA77ONS REFERENCED TO AN ASSUMED DATUM. LOT NUMBERS REFER TO "MAP OF EASTERN SH S „� �•(v.Tf_ ,� I,�°� W7H 10-20X GRAV'FL SECTION TWO" FILED IN THE SUFFOLK COUNTY CLERK'S Lf4^j , The location of wells and cesspools shown hereon are y,r„,� 't,�420' OF from field observations and or from data obtained from others. OFFICE ON AUGUST 10, 1985 AS FILE NO. 4426. , ANY AL7ERA77ON OR ADOI77ON TO THIS SURVEY IS A WOLA77ON I am familiar with the STANDARDS FOR APPROVAL ty5, ,r c,, -� ;r;;l..:;(� N. Y.S LIC. NO. 49618 OF SECTION 7209 OF 7HE NEW YORK STA TE EDUCA TION LAW. t? AND CONSTRUCTION OF SUBSURFACE SEWAGE t;�, n� *. CONIC EYORS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS �`' ``°°�.4'�`� •^ ►,�� 31 765-5020 FAX 631 765-1797 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES p -� ) ( ) HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR and will abide by the conditions set forth therein and on the ■- f f P•0. BOX 909 WHOSE SIGNATURE APPEARS HEREON. permit to construct. •=PIPE 1230 TRAVELER STREET q SOUTHOLD, N. Y. 11971 I RAIN RUNOFF CALCULATIONS N HOUSE & PA RO 2,010 SQ. FT. �� SURVEY OF PROPERT Y DRIVEWAY (PERVIOUS) 833 SQ. FT. AT GREENPORT 2,01 o x x o.17 = 342 CU. FT $° TOWN Off' SO UTHOLD _�,L833 x 0.7 x 0.17 = 99 CU. FT. 44V.42.2 '10.5 VF ��- SUFFOLK COUNTY, N. Y. PROVIDE 2 DRYWELLS 8' DIAMETER x 8' DEEP OR EQUAL �- 3`2 1000-33-02-03 SCALE: 1' 30' EXCAVATION INSPECTION REQUIRIM 1 76 �0 WP` R EL• 34.9 AUGUST 11, 2011 FOR SANITARY,'.,►r'YS°i EPrI 1.0 pUB� 66.E 2 AUGUST 19, 2011 (REVISION) �'(rl FE , j JUNE 1, 2012 (REVISED PROPOSED HOUSE). BY HEALTH DEPARTMENT LNG o.1 s JUNE 7, 2012 (revisions) cn c1°'i Q w cr d s > m w 50»E K � N DW N 0 CO 0 , m N7�%02 �yIA�N �N `n r�i ^� .. U Z ( O Z PROPOSED W/L - CO y �� CT �.W V Idl = x .2! 26'b o [�l�£�l �AD 1�3- O z w N c y 14, �, LP y Enires z V � O O ? a rn 3w �2 E MI b C IL W O C7 Z CD o Q r- 2 PROPOSE r- �_ 1,1 _ Q o _ SEPTIC SYSTEM �T HOLE (7 '� -a E.L W OQ •� o Oo C gT Z Im KO El9 ® ! m O 4 1�ry 1 MIN. yBN m y Q O } .i GARAGE FLR. 2 1 2 U 7 18' !., EL. 29.5, m a rn IY !C �.. `� W LOT 75 111, 22- u] C Z N TEST HOLE DATA 0 r C) (A(A w BY McDONALD GEOSCIENCE r r- _ (� DW Z O W p PROP. DRIVEWAY MAY 4, 2004 O rn (PERVIOUS) DARK BROWN SILTY LOAM y� E r- 1' ---------- 2 Z Oy , EL. 27.2' BROWN SILT Dv E1 27' 150.00 EL 2s.5' n31 ---------- PROPOSED SEPTIC SYSTEM 03 Ez m S86 07 00 W 74 (FOUR BEDROOMS) m LOT BROWN aAYEY SAND WITH (VACANT) 10-2or. GRAVEL [1] 1,000 GALLON SEPTIC TANK (PRECAST) D . _ ----- !. m oo 14- ---------- �,. � [2] LEACHING POOLS 6' DEEP x 8' DIAMETER v o AREA=18 520 SO. FT. BROWN FINE a TO COARSE SAND s'��9��_�" "^•, WITH 10-201 GRAVEL � ELEVATIONS REFERENCED .TO AN ASSUMED DATUM. LOT NUMBERS REFER TO MAP OF EASTERN SHORES, SECTION TWO" FILED IN THE SUFFOLK COUNTY CLERKS The location of wells and cesspools shown hereon are OFFICE ON AUGUST 10, 1985 AS FILE N0. 4426. from field observations and or from data obtained from others. Y,S yLlC 0.-49618 y. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON I am familiar with the STANDARDS FOR APPROVAL OF SECT70N 7209 OF THE NEW YORK STATE EDUCATION LAW. AND CONSTRUCTION OF SUBSURFACE SEWAGE C VEYORS, P.C. kvq, �; . EXCEPT AS PER SECTION 7209-SUBDIWSION 2. ALL CERTIFiCAT70Ns DISPOSAL SYSTEMS FOR SINGLE FAM/LY RESIDENCES =Ens°° . 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND 'COPIES THEREOF ONLY IF BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR and will abide by the conditions set forth therein and on the ■=M Ll %1L7`5„ ' WHOSE SIGNATURE APPEARS HEREON. permit to construct. =PIPE 1230 TRAVELER STREET SOUTHOLD, N. Y 11971 11-185 RAIN RUNOFF CALCULA TIONS HOUSE & PATIO 2,010 SO. FT. g1`�� SURVEY OF PROPERTY DRI VEWA Y (PER.VIOUS) 833 SQ. FT 9 A T GREENPORT 2,010 x 1 x 0.17 = 342 CU. FT. 50� TOWN OF SO UTHOLD 833 x 0.7 x 0. 17 = 99 CU. FT. 4411.42.2 =10.5 VF SUFFOLK COUNTY, MY PROVIDE 2 DRYWELLS 8' DIAMETER x 8' DEEP OR EQUAL v- 3`2 1000-33-02-03 SCALE: 1' 30.9 16 �p�R 3�9' AUGUST 11, 2011 10 LIC 2 AUGUST 19, 2011 (REVISION) ON) 166 �TM Ots JUNE 1, 2012 (REVISED PROPOSED HOUSE). G 1N JUNE 7, 2012 (revisions) -Iron O � C Ca Z '` CE bw N. 0 O N7�t02'S�NAiN JNK "' M C O PROPOSED WA - OJ �. �• v yZ a. � 14• ?1 O 3• LP 40' S• 3-5 b Zl �— MOPOff r- 2 SECSYS7EM TEST HOLE C7 p •�� o 0o c ST' m Z 0 4 M MIN. MN GARAGE FLR. m �+ .18, EL. 29.5' m y _ i o N LOT 75 22' 1.0'W p v c w o TEST HOLE DA TA O a SA w i„ BY McDONALD GEOSCIENCE �— = 0 O . Dw MAY 4, 2004 Z O CARD. PROP. DRIVEWAY O Om (PERV10Us) EL 31 C r 1 '--------- DARK BROWN SILTY LOAM 150.008 EL272, EL 26.5' BROWN SILT O�► EL. 27' , n Sssro�Oo w 3• ---------- PROPOSED SEP77C SYSTEM acro 'm n r 74 (FOUR BEDROOMS) c: n�i LO BROWN CLAYEY SAND WITH 0 N (VACANT) 10-209 GRAVEL [1] 1,000 GALLON SEPTIC TANK (PRECAST) [2] LEACHING POOLS 6' DEEP x 8' DIAMETER o =� ',t;� AREA=18 520 S0. FT OWN FINE TO COARSE SAND y Wl 10-20X GRAVEL ELEVA T70NS REFERENCED TO AN ASSUMED DA TUM. LOT NUMBERS REFER TO 'MAP OF EASTERN SHORES, SECTION TWO FILED IN THE SUFFOLK COUNTY CLERKS P OFFICE ON AUGUST 10, 1985 AS FILE NO. �4426. �- The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. �. n ? '' N. Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDI77ON TO 7N1S SURVEY IS A VIOLATION l am familiar with the. STANDARDS FOR APPROVAL u m— OF SECT70N 7209 OF THE NEW YORK STATE EDUCATION LAW. AND CONSTRUCTION OF SUBSURFACE SEWAGE j VEYORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIWSION 2. ALL CER77F7CA77ONS DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 63.1}-"65-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR and will abide by the conditions set forth therein and on the ■=MONUMENT 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. permit to construct. •=PIPE SOUTHOLD, N. Y. 11971 11-185 i RAIN RUNOFF CALCULATIONS SURVEY OF PROPERTY HOUSE & PATIO 2,010 SQ. FT. g A T GREENPORT N DRIVEWAY (NON—PERVIOUS) 1341 SQ. FT. �� TO WN OF SO UTHOLD 2,010 x 1 x 0,17 = 342 CU. FT. SUFFOLK COUNTY N. Y. 1341 x 1 x 0.17 = 2211 CU. FT. ' 5701 42.2 =13.5 VF 1000-33-02-03 PROVIDE 2 DRYWELLS 8' DIAMETER x 8' DEEP OR EQUAL 34'2. SCALE. 1'=30' AUGUST 11, 2011 AUGUST 19, 2011 (REVISION) O� 76 �PTIrR fit. '9 JUNE 1, 2012 (REVISED PROPOSED HOUSE) 1, pUJ300 66,12 JUNE 7, 2012 (REVISIONS) G � toss JUNE 15, 2012 (REVISED PROP. HSE & DRIVEWAY) L_1N w v AUGUST 20, 2012 (Foundation location) Q 0 w y7� - m z �5 � E Q E NC Q O� N71002C.,AJN 0NK cNs. m C � Ct1 03 V) � z y 'fl a— c n 0 C U3 m z 1.a rn b 0 o Z 46.4' 0 (� Z �--1 Cn •v 0 � C � o V) � D 2 2.8' 75.8 v 0 y MO LOT 75 22.0' LOW o TEST HOLE DATA SA EA )BY McDONALD GEOSCIENCE 0(Am P3 MA Y 4, 2004 T� O o G� EL. 31' DARK BROWN SILTY LOAM 1' ---------- Z O--i i 27.2' BROWN SILT o EL. 27' S86'0T 00"W 150.00 EL. ' EL 26.5 PROPOSED SEPTIC SYSTEM m LOT 74 -(FOUR BEDROOMS) o (VACANT) BROWN CLAYEY SAND NTH 10-20.Y GRAVEL [1] 1,000 GALLON SEPTIC TANK (PRECAST) y il 000 14' ---------- [2] LEACHING POOLS 6' DEEP x 8' DIAMETER o AREA=18,520 SO. FT. SRO , s®C�dQ � W/ LOT NUMBERS REFER TO "MAP OF EASTERN SHORES ' ELEVA TIONS REFERENCED TO AN ASSUMED DATUM. , � , � �� SECTION TWO" FILED IN THE SUFFOLK COUNTY CLERK'S 20' t. .;;;,e <. )9 The location of wells and cesspools shown hereon are OFFICE ON AUGUST 10, 1985 AS FILE NO. 4426. ="'�' ' from field observations and or from data obtained from others. »'..,; ANY ALTERA71ON OR ADDI77ON TO THIS SURVEY IS A VIOLATION I am familiar with the STANDARDS FOR APPROVAL ECONIC 618� � OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. AND CONSTRUCTION OF SUBSURFACE SEWAGE 631 765-502 ' - '�`�rl6 -1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICA77ONS DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ( ) i�>� .� HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR and will abide by the conditions set forth therein and on the e=MONUMENT 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. permit to construct. =PIPE SOUTHOLD, N. Y. 11971 11-185 3.7 -35 RAIN RUNOFF CALCULATIONS S.C.D.H.S. REFERENCE NUMBER R10-11-0055 SURVEY OF .PROPERTY Y N HOUSE & PA Tl0 2,010 SQ. FT. _ g� A T GR RI VEWA Y (NON—PERVIOUS) 1341 SQ. FT. _ EENPORT 2,010 x 1 x 0.17 = 342 CU. Fr. $0� TOWN OF SO UTHOLD 1341x- 1x0.17 = 228 CU. FT. SUFFOLK COUNTY N. Y. 570/ 42.2 =13.5 VF ��- 1000-33-02-03' PROVIDE 2 DRYWELLS 8' DIAMETER x 8' DEEP OR EQUAL a s+'2 SCALE. 1'=30' AUGUST 11, 2011 �6 WPR �+•9• AUGUST 19, 2011 (REVISION) 1.0 L.jC JUNE 1, 2012 (REVISED PROPOSED HOUSE) PVC 0'�5 j66•�Z n�• JUNE 7, 2012 (REVISIONS) W/ METER W.M. JUNE 15, 2012 (REVISED PROP. HSE & DRIVEWAY) �N AUGUST 20, 2012 (Foundation location) N FEBRUARY 28, 2013 (FINAL) w • G� •QZ 5�pIN INK �- lY)� ^� N Z `r' i*1\ x O C (pA �o m y ^2, w �3s.37• c y O ro lotsr ;9 Cz E'RVi0ES N Z y 1.9 Dy b S�JFFC3i 09 F d i SA p 4,.5' _ r "i .{. -;':is'•:�• o,i <: �c. p p , r � � •�o � � b MAR T 1 5 2012 ,. <, � ;G'YI aJ �= 2.8• 1.0• o r t', 75 •8' > }(�+,,� _�,�,. ! �, �^e. f.z1� •,�i ..n ..,,. -r'1, `tc :.?4,3. MON, _► `' 7 r 75 N t 0.8N LO 1.0'W 22.2 E7E p � ;�%•. .. �__-d v CZiI CONCR O ,z})�i r, '. ,�+a•.�`'` �ii��M0 N{I k'ji3A�V6 H6.�.1 dVrl��1e4��6 w cfi �L TEST HOL_ L DA.,TA , F C w Y McDOMA"L`D GEOSCIENCE 2 Z t,1 p D W 00 0 90 o RCA DRIVEWAY MAY 4, 2004 G7 n s O C.B. R1 $ EL. 31' DARK BROWN SILTY LOAM ~ EL 27.2' --- BROWN SILT E. 27• 150.00 D S86007'00W EL 2s.s• �• ------- r n m LOT 74 Z N (VACANT) BROWN LYAYEY SAND W11H LU $ � O a 10-20X GRAVEL C q 00o._ .� —. LU AREA=18,520 80. F r. Q BROWN l7NE TO COARSE S LOT NUMBERS REFER TO "MAP OF EASTERN SHORES ELEVATIONS ►�� fo-lox c�eAVEL TIONS REFERENCED TO AN ASSUMED DATUM. SECTION TWO FILED IN THE SUFFOLK COUNTY CLERK'S The location of wells and cesspools shown hereon are - from field observations and or from data obtained from others. OFFICE ON AUGUST 10, 1985 AS FILE NO. 4426. �� j C' .49 ANY AL7E•RA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLATION I am familiar with the STANDARDS FOR APPROVAL LAN SJ4� N. Y.S LIC. NO. 49618 OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. AND CONSTRUCTION OF SUBSURFACE SEWAGE -PECONIC EYORS, P.C. EXCEPT AS PER SECTION 631 765-5020 FAX SUBDIVISION 2. ALL CER77f ONLY IF DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES (631)HEREON ARE VALID FOR THIS lS MAP AND COPIES THEREOF ONLY F and will abide b P.O. BOX 909 ( ) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR y the conditions set forth therein and on the ■=MONUMENT WHOSE SIGNATURE APPEARS HEREON. permit to construct. •=PIPE 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 11-185 REScheck Software Version 4.4.3 Compliance Certificate Project Title: HAMPTON - MOD - 12003 Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 8% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: WESTWOOD LANE ELIZABETH SAKARELLOS JOHN WATSON GREENPORT,NY 11944 CEDAR KNOLLS WESTCHESTER MODULAR HOMES 900 MARCONI AVE. 30 REAGANS MILL ROAD RONKONKOMA,NY 11779 WING DALE,NY 12594 866-374-1518 845 832 9400 • • off Compliance:18.7%Better Than Code Maximum UA:481 Your UA:391 The%Better or Worse Than Code index reflects how close 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. Gross • Assemblyor or D•• Perimeter • Ceiling 1:Raised or Energy Truss 936 38.0 0.0 23 Ceiling 2:Cathedral Ceiling 440 30.0 0.0 15 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2312 19.0 0.0 109 Wall 1:Wood Frame,16"o.c. 2776 18.0 0.0 154 Window 1:Wood Frame:Double Pane with Low-E 209 0.330 69 Door 1:Solid 20 0.160 3 Door 2:Solid 20 0.270 5 Door 3:Solid 20 0.280 6 Door 4:Solid 20 0.370 7 Compliance Statement: The proposed building design described here is oft trt It ding plans,specifications,and other calculations submitted with the permit application.The proposed bull Vng,�isas- en n 61 t the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to rQr[tttt .ements listed in the REScheck Inspection Checklist. 0 Paul R.Walter, R.A. 40 Name-Title p ure Date 032875 0� •��.. O,c N E�� Project Title: HAMPTON - MOD- 12003 Report date: 05/31/12 Data filename: M:\Check\12003.rck Page 1 of 4 t REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 8% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. ❑ Ceiling 2:Cathedral Ceiling,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-18.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.160 Comments: ❑ Door 2:Solid,U-factor:0.270 Comments: ❑ Door 3:Solid,U-factor:0.280 Comments: ❑ Door 4:Solid,U-factor:0.370 Comments: This door is exempt from the U-factor requirement. Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Project Title: HAMPTON-MOD- 12003 Report date: 05/31/12 Data filename: M:\Check\12003.rck Page 2 of 4 ' Wood-burning fireplaces have gasketed doors and outdoor combustion air. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: ❑ Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Project Title: HAMPTON- MOD- 12003 Report date: 05/31/12 Data filename: M:\Check\12003.rck Page 3 of 4 ' Circulating Service Hot Water Systems: Ll Circulating service hot water pipes are insulated to R-2. 0 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Ll Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: HAMPTON -MOD- 12003 Report date: 05/31/12 Data filename: M:\Check\12003.rck Page 4 of 4 NEWYORKSIAM NEW YORK STATE DEPARTMENT OF STATE ■ Division of Code Enforcement and Administration ■ ■ One Commerce Plaza, 99 Washington Avenue Albany, NY 12231 D[PART r-NT Phone:(518)474-4073 Fax:(518)486-4487 DIM I- 01: ST IT I www.dos.state.ny_us E-mail:info(Mdos.state.ny.us NOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State (DOS) has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as described herein: Manufacturer's Name: Westchester Modular Homes, Inc. Reagans Mill Road Wingdale, NY 12594 Building Description: Detached One- and Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses) Approval Number M 0659-02-058 Applicable Code: Residential Code of New York State 2010(RCNYS) Expiration Date: June 30, 2012 Maximum Ground Snow Zone: Not to exceed 85 PSF Seismic Design Category: A, B, C, and D1 Basic Wind Speed: Not more than 120 mph for One-and Two-Family Dwellings, Less Than 110 mph for Townhouses Exposure Category: A, B, or C DOS Contact Person: Gerard A_ Hathaway, R.A. Additional Conditions: None. Approval Date: March 26, 2011 Ronald Piester,AIA Director A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application. Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications conform to the plans and specifications approved by and on file with the DOS. The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components,foundations,mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the RCNYS,he/she should contact the DOS for further review and/or determination. 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Idctiesl mrol Ba.FL(m? 2440Kl 3D ;_ 1.72 (0,160)jS1656' (42062j;14.95' (379.85)., 256 't;(0:Ml 1.72 (0.160) 4856(1233Q2) 4.81 (0.447) r 2%WDN1836, �`3 2.06 (0.191)�16 56' '(420,62)(17.95' (456.05); 312..(0 290)j 2.06 (0.191)142 56'(108102) 5.62 (0.522j 2Q4R(i1$t) ^,? 2.41 (0.224)y1656 ,({4fi2j 20,95 (532.25) 369 2.41 (0,224) 3858 (92862) 6.43 (0.597) 2 4QK1846, a 2.75 (0.255)".:16 56' (4*62j 23.95' (608.45) 4 25 2.75 (0.255) 30 56''{77622) 7.24 {0.673} 1 2 j4DK18�S9a m'a 2.93 (0,272) I6 56''(420.62)i 25.45' (646.55)' 453 (0 421)` 2.93 (0,272) 27 56 y(700 02)j 7.65 (0,711) 3.10 (0 2ft 5(i (420 62);26.95- (684.65) 4 81 (0 447) 3.10 (0,288) 24 56`.(0 82) 8.06 (0.749), 2A4Df11856',,`'. 3.44 (0.320)'1656 (420.62) 29.95° (760.85) 537 ;f0499) 3.44 (0.320) 1856'.(47142)' 8.87 (0.824) (2 4DH1860 ''j 3.79 (0.352) 16 b6'-(420p62);32.95. (837.05) 5 94 ,(0 552) 3.79 (0.352)`l2 56' (319 02) 9.68 (0.699) 2}4DH2O3O",A;� 2.14 (0.199)`2056•,(522.22j:14.95' (379.85) 332: (0308j 2.14 (0.199) 48 56'(123342); 5.79 (0.538) 2440112036'-��fi 2.56 (0.238) 2066' (522,22)' 17.95' (456,05) 405 �;(0376j 2.56 (0.238) 4256'(108102) 6-77 (0.629) anu2Q40 �; 2.99 (0,278)16-§ (522.4),-20.95' (532.25) 478 2,99 (0.278) 3856- (92862j 7.75 (0.720) C-Z440HiM6 3.42 (0.318) 2056' (6&2 !2) 23.95' (608.45)' 5.51 (0,512), 3.42 (0.318) 30bW,,J77822) 8.73 (0.811) ------------ �2d40112049 ( 3,63 (0.337)'2056' (52222} 25.45' (646.65) 588 (O.b46), 3.63 (0,337) 2756 (700.02)` 9.22 (0.857) ,24QDK2050 3.85 (0.358) 2056' (522.22) 26.95' (684,65) 624' (0.580) 3.86 (0.358) 2456' (623.82y# 9.71 (0.902) �2140K2Q56 ; 4.28 (0.398) 20.56- (522.22) 29.95' (760:85) ,697 :(0.648), 4.28 (0.398) 1856'-(471 422)' 10,69 (0.993) 244DIi�080 ;.;i 4,71 (0.438) 2056 (522.22)_32.95' (637;05) 770'. 4.71 (0.438) 12.56 5319.02), 11.67 (1:084) °24)0)t243(►" ,` 2.55 (0.237)'24 5s" (623:82)',14;95" (379.85) 4 08 (0 379){ 2.55 (0.237) 48.56(1233 42), 6,78 (07630) 1440K2436� ,_ 3.06 (0.284)2456" (623:82), 17;95' (456.05) 498," (9.463): 3.06 (0.284) 4256(1081,02) 7:93 (0.737) 9 0 2#4DH2446, ? 3.57 (0.332) 24 56' (623 82).,20.95" (532.25) 5.88 (0.646) 3.57 (0.332) 36 56' 07 843,(928 62) , . ( ) 244D112446 V ? 4.09 (0.380) 24 56 '(6'23 82)'23.95' (608.45), 8 77 '(0 62'8)' "4.09 (0.380) 30 56' (776 22)` 10 22 (0.949) �244D)T2449�= 4.34 (0.403) 24,56'.(623.82) 25.45" (646.55) 722 (0671)' 4.34 (0,403) 2756 ''"(700.02J 10.79 (1.002) 244QN245O`. 4.60 (0.427)_2456 (623.82) 26.95' (694,65) 7 67 6J,13) 4.60 (OA27) 245§' (623 82j 11,36 (1.055) 244QH?458 =, 5.11 (0.475) 2456' (623.62) 29.95' (760.85) '8.56 (0.795)' 5.11 (0,475) 1856'..(471.42) 12.51 (1.162) _y „2440K2460,, 5.62 (0.522).24.56' (623.82) 32.95' (837.05) :'9.46 (0.879) 5.62 (0.522) 12.56' (319.02) 13.65 (1268) -244pK2830,' 2.97; (0.276) 28.56-,;(725.42) 14.95" (379.85) 4.84 (0.450) 2.97 (0.276) 48.56'(12 iO); 7.77 (0,722) i 244QK2836 3.56 (0.331):28 56' (725.42) 17.95' (456.05) 5 91 (0,549) 3.56 (0.331) 42.56'(1081A2) 9.08 (0.844) 42g40)12840 ., 4.16 (0.386) 2856'.(72542j 20.95' (532.25) 6.97 (0,648)` 4.16 (0.386) 36.56' (928.62j 10;39 (0.965) '299D(i2845 ', ! 4.75 {0.441} 28 56' (725,42)'23.95' (608.45) 8 03 'l0 746) 4775 (0.441) 30.56'=1776.22p 11.70 (1.087) r 244DK2849y ,yy 5A5 (0.469) 28 56' (725.42) 25.45' (646.55)i 8.56 _(0,795) 5A5 (0.469} 27 56,'(700.02j 12,36 (1.146) 2'44D82850,�e;_i 5.35 (0.497).28 56' (735.42y 26.95" (684,65) 9 09 ' Q4 44► 5.35 (0.497) 24 56_(623 821,. 13.02 (1.210) ,2d40t(2856'6...'" 5,94 (0,552).2856' (726.42j29.95' (760.85) 1016 (0944) '5.84 (6.552) 1856'�(471.42)'14.33 '(L,131) 2440H28600, 6.54 (0,608) 2856' (725.42) 32.95' (837.05) 11.22 (1.042) 6,54 (0.608).I2.56''(319.02)• 15.64 (1.453) �Z440K3030 t �;t 3,38 (0.314) ??56- (827.02), 14.95' (379.85) 5 60•, (0.520), 3.38 (0.314) 48 5¢-(1233.42j 8.75 (0.813) 244DN3036' 4.06 (0.377) 32.56" (827.02) 17,95' (456.05) 60 (0.636)' 4.06 (0.377) 42.56'(1081.62) 10.23 (0,950) 244DK3D40'- 4.74 (0.440) 32 56- (827A2) 20.95' (532.25) 8.06 .(0.749) 4.74 (0.440) 36.56' (928.62) 11.71 (1,088) , 344413046A yz 5.42 (0.504),32.56' (827.02) 23.95' (608.45) 9.29, ,(0,1363) 5.42 (0.504) 30.56' (776.22) 13.19 (1.225) 244DK3049;6" 5.76 (0.535).32.56' (827.02) 25,45" (646.55) 9.91' (0.921), 5.76 (0.535) 27.56' (700.02) 13.93 (1294) 2440tKi050;0 a 6.09 (0.566) 32.56' (827.02) 26:95" (684.65) 10.52 (0.977) 6.09 (0.566) 24.56' (623.82) 14.67 (1,363) 4 244DH30586e ` 6.77 (0.629)_32.56' (827.02).29.95" (760;85) 1175� (1:092) 6.77 (0.629) 18.56'-(471.42) 1,6.15 (1,500) W-2440N30(Q0 ( 7.45 (0,692).32.56''(827.62) 32.95' (837.05) 12.98 _J1.206} 7.45 (0.692) 12.56',(319.02). 17.63 (1:638) 3:80 (0.353) 36.56' (09.62), 14,95- (379.85) 6.36 (0.991) 3180 (0.353) 48156•'(1233.42) 9.74 (0.905) 24 mm.6-"` 4.56 (0.424) 36:56' (928.62) I7.95" (456.05) ,776 (0.721). 4.56 (0;424) 42.56',(1081.02) 1138 (1.057) 244D9Ci440.' 5,32 (0.494) 36,56" (928.62) 20,95' (532.25). 9.16 -(0.851); 5.32 (0.494) 36.56`,(628.62} 13.03 ,(1210) _.._ . 244DH3446r' 6,08 (0,565),86.56''(928.62)'23,95' (608.45) 10.55 (0.980) 6.08 (0.555) 30.56 (776.22) 14,68 (1,364) 24i4496' 928 6.46 (0.600) 36.56- ( ,62) 25.45- (646.55j 11.25 (1.045) 6.46 (0.600) 27.56'`(700.02) 15.50 (1A40j ,W 2440K34564, 6,84 (0.635) 36.56' (928.62) 26.95' (684.65) 41.95 (1.110) 6.84 (0.635) 24.56' (623.82) 16.32 (1.516) ;244DFKi4$6'Q -'" 7.61 (0.707) 36.56- (928,62) 29.95' (760.85) 13.34 (1239) 7,61 (0.707) 18.56'-(471.42)' 17.97 (1_,669) 244QIi94600 8.37 (0,778) 36.56' (928.62) 32.95' (837.05) 14.74 (1.369) 8.37 (0.778) 12.66' (319.02) 19.61 (1.822) 4 Meet or exceed clear opening area of 5.7 sq.it,clear opening width of 20'and clear opening height of 24': GENERAL CONDITIONS FRAMING AND ROUGH CARPENTRY UNLESS OTHERWISE NOTED, GENERAL JOISTS RAFTERS AND STUDS SHALL GLIMATIG AND OEOORAPHIG DESION CRITERIA CONDITIONS OF THE CONTRACT FOR BE CONSTRUCTION GRADE DOUGLAS TA5LE R50I 20) N"rS REST®ENTIAL CODE j CONSTRUCTION, AIA DOCUMEN7-201 FIR-SOUTH SELECT STRUCTURAL. ALL GROUND SNOW LOAD 20 PSF 4/87 SHALL APPLY. THE CONTRACTOR WOOD SILLS AND WOOD IN CONTACT WITH MASONRY SHALL BE AGO. ALL CEILING LIVE LOAD 20 PSF ° �/" SHALL OBTAIN CERTIFICATE OF N3 53 00 W 53.53 N TT OCCUPANCY. SUBSTITUTIONS SHOULDEXTERIOR SHEATHING SHALL BE 1/2 SECOND FLOOR LIVE LOAD 30 PSFNOT BE MADE WITHOUT WRITTEN GDX DOUGLAS FIR PLYWOOD. FIRST FLOOR LIVE LOAD 40 PSFD O'CONNEL ZHITECT P.0 AUTHORIZATION BY THE ARCHITECT. SUB-FLOORS TO BE 5/4'' GDX WIND SPEED 110 MPH bj o I THE PREMISES SHALL BE KEPT PLYWOOD EXTERIOR SHEATHING TO SEISMIC DESIGN. CATEGORY B .. ' REASONABLY GLEAN AT ALL TIMES. BE COVERED WITH "TYVEK" HOUSE AT THE COMPLETION OF WORK, THE WRAP OR APPROVED EQUAL. BLOCK WEATHER INDEX SEVERE I N i'QDU C}'C4NNELL,�11A 1 120QVeterans Memorial Highwa CONTRACTOR SHALL REMOVE ALL STUD WALLS AT 1/2 STORY HEIGHTS FRO57 LINE DEPTH 5 FEET -I - WASTE MATERIALS, TOOLS, RUBBISH, AND AT ALL UNSUPPORTED EDGES OF TERMITE MODERATE TO HEAVY `� \ Suge,_NY I I ETG., GLEAN GLASS AND LEAVE WORIK PLYWOOD. PROVIDE SOLID BLOCKING DEGAY SLIGHT TO MODERATE \1 Hauppauge;N-6666 BROOM GLEAN UNLESS OTHERWISE AND DIAGONAL BRACING OF FLOOR , ,"� SPECIFIED. THE CONTRACTOR SHALL JOISTS AT 8' O.G. MAXIMUM AND WINTER DESIGN TEMPERATURE 11° CARRY WORKMAN'S COMPENSATION SOLID BLOCKING UNDER ALL ICE SHIELD UNDERLAYMENT REQUIRED YES INSURANCE. UNSUPPORTED EDGES OF PLYWOOD. FLOOD HAZZARDS AS PER FEMA MAP I I- F.�• w _ AND GENERAL LIABILITY INSUR ALL SHALL COMPLY WITH STATE AND, ALL GAP PLATES TO BE DOUBLED AIR FREEZING INDEX ### LOCAL CODES AND ORDINANCES. THE: AND NAILED BOTTOM GAP PLATED TO CONTRACTOR SHOULD FULLY END OF STUDS. LAP GAP PLATES AT ` GUARANTEE HIS WORK AND THE WORIK CORNERS. WHERE FLUSH FRAMING WALL KEY i OF HI5 SUBCONTRACTORS FORA OCCURS, USE MIN. IC GA SHEET METAL I AFTER JOIST HANGERS BY "TEGO" OR PERIOD OF ONE YEAR , '•�,�", �. 1��° � I I COMPLETION OF THE PROJECT UNLES`.S APPROVED EQUAL. ALL CORNERS TO — — EXIST TO 8E REMOVED { OTHERWISE SPECIFIED. ALL WORK BE MINIMUM 5/2X4 STUDS. HEADERS ` SHALL BE PERFORMED IN SHALL BE MINIMUM 2/2X& UNLESS EXIST TO REMAIN 1 i ACCORDANCE WITH GOOD BUILDING NOTED ON PLANS. MINIMUM BEARING 1 ca d j PRACTICES. THE CONTRACTOR SHALL_ FOR STUDS, JOISTS AND BEAMS SHALL NEW' WOOD FRAME GNST INDEMNIFY AND HOLD HARMLE55 THE: BE 3 1/2". USE DOUBLE JACK STUDS 6 1 OWNER-, ARCHITECT, AND THEIR FOR HEADERS OVER FIVE FEET INS'"'- NEW POURED CONCRETE AGENTS AND EMPLOYEES FROM AND LENGTH. SEE NAILING SCHEDULE WHICH I 2� AGAINST ALL CLAIMS, DAMAGES, REFERS TO NEW YORK STATE CODE 4"x4" POST UNLESS OTHERWISE N",LOSES AND EXPENSES, INCLUDING R.306 $ R.307NOTEDATTORNEYS FEES ARISING OUT OF OR ��/� GLASS WINDOWS AND DOORS HOLD DOWN AS NOTED I o"!J PROPOSE�� 'f%//o RESULTING FROM THE PERFORMANCE 0 OF THE WORK PROVIDED THAT ANY TO BE INSTALLED AS PER SEGTIONR508 OF THE RESIDENTIAL HARD WIRED SMOKE //� / , m FOUNDA�ION�/ ;�, , z SUCH CLAIM, DAMAGE, L055 OR '� ;! , • 3 , 0 N EXPENSE (A) 15 ATTRIBUTABLE TO GODS OF N.Y.5. ALL GLASS 15 TO BE OO DETECTOR W/ BATTERY / DISEASE INSULATED LC UNLESS OTHERWISE BACK-UP BODILY INJURY, 51GKNESS, D I / '4� /'� r i/'m '/ FJ1 O I ' OR DEATH OR TO INJURY TO OR SPECIFIED. GLASS SUBCONTRACTOR 80 CFM FAN TO EXTERIOR a ` d ' DESTRUCTION OF TANGIBLE PROPERlrY SHALL NOT INSTALL GLA55 UNTIL j PROPER CLEARANCES ARE O1 , J (OTHER THAN THE WORK ITSELF HARD WIRED CARBON MONOXIDE -a PROVIDED. ALL SLIDING GLASS INCLUDING THE LOSS OR USE a DET)=GTOR W/ BATTERY BACK-UP . . � z lJl I DOORS, SKYLIGHTS AND/OR WINDOWS I RESULTING THEREFROM). (B) IS MIN'12 A.F.F. AS PER SECT. 1225.2 O O �- CAUSED IN WHOLE OR IN PART BY At`�lY AS REQUIRED BY GODS, SHALL BE NYS GODS NEGLIGENT ACT OR OMISSION OF THE INSULATED TEMPERED GLASS. ALL ,� i CONTRACTOR, ANY SUBGONTRAGTOR' GLA55 DOORS AND WINDOWS SHALL DEN(7TE5 EGRESS WINDOW ttl 3 ANYONE DIRECTLY OR INDIRECTLY BE INSTALLED IN STRICT ACCORDANCE WITH THE USE SIMP50N Z-MAX OR HDG CONNECTORS I ' EMPLOYED BY ANY OF THEM OR TO INCREASE CORROSION RESISTANCE 11 vy w w W o I v o O o ANYONE FOR WHOSE ACTS ANY OF MANUFACTURES SPED F GATI ONS. ALL FOR ALL HARDWARE IN CONNECTION q��j - °Q 0-a u I THEM MAY BE LIABLE REGARDLESS WINDOWS ARE TO BE GAULKED AND I OF WHETHER OR NOT I T I S CAUSED I Nd SEALED AS PER N.Y.S. ENERGY W/ AGQ LUMBER. - - _ _ - _ _ __�_ _ _ _ _ - _ ` _ m o w_j o �/ 6�w1- vlKvw CONSERVATION CODE REQUIREMENTS. WALL STUDS ® I6' O.C. 142.00' S3°53'00"E n w PROVIDE FLASHING PANS UNDER ALL w y-a F d z n F La PART BY A PARTY INDEMNIFIED u, o HEREUNDER. ALL MATERIALS, SLIDER, DOORS, AND WINDOWS WITHIN I ^I I^I 14 H 3 w=o o ASSEMBLIES, AND METHOD OF A 6" OF AN EXTERIOR SURFACE. ALL " CONSTRUCTION INCLUDING BUT NOT EXTERIOR DOORS ARE TO BE FULLY NESTY OO.D LANE• 'r LIMITED TO FORM-WORK, i 4 usi N Q m O WEATHER-STRIPPED. PROVIDE ALL S z}w x z xw�-�)Qz0.o�Z W v BLOGK-WORK, FRAMING, NAILING, SCREENS AND HARDWARE AS PLACING OF CONCRETE, ETC. ARE TO PLOT �+� � * �' '~Q ~ Z o i BE CAREFULLY SUPERVISED BY THE REQUIRED. ALL GLA55 15 To BE FREE _" w Q a o Q o wC1z>Of] CONTRACTOR TO BE SURE THEY ARE'. OF SCRATCHES AND IMPERFECTIONS BOTTOM PLATE o j w zT IL IN ACCORDANCE WITH THE DRAWINGS, AND GUARANTEED BY THE SCALE: 1" = 20'-0" SPECIFICATIONS, APPLICABLE CODES MANUFACTURER FOR A PERIOD OF NO RIM JOIST o AND GOOD PRACTICE. DEVIATIONS LESS THAN 5 YEARS. ALL WINDOWS TO Hw_wwaQQ� . BE ANDERSEN UNLESS INDICATED /� �-' ai v w O tX O elu.W wuNw OTHERWISE. w Q ' FROM THE DRAWINGS AND �_o SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN ,'�Nu,�y4rNoz (Q ! AUTHORIZATION OF THE ARCHITECT. GYPSUM WALL BOARD �� THE CONTRACTOR SHALL BE INSTALLED A5 PER SECTION R702.3.2. II THROUGHR702.5.6 OF THE NOTE: I RESPONSIBLE FOR THE SHOP d �� z a RESPO L RESIDENTIAL CODE OF N.Y.5. GYPSUM 1 a Q Q i DRAWINGS WHICH MAY BE NEEDED. SUB FLOOR "� '�w O w� x� ALL STRAPPING TO BE � ; ' x�z x ALL DIMENSIONS AND CONDITIONS WALLBOARD APPLICATION SHALL BE FLOOR J015T INSTALLED AS PER MANUFACTURES p TAPE JOINT SYSTEM. ALL GYPSUM SILL PLATE SPECIFICATIONS AND NYS CODE ARE TO BE FIELD VERIFIED. I CONTRACTOR TO REMOVE BOARD TO BE I/2" ON WALLS AND I/2" TERMITE SHIEL 16 Ga. 5TR,,AP TIES MANUFACTURED ON CEILINGS UNLESS OTHERWISE -- FOUNDATION WALL BY SIMP50)N STRONG-TIE CONNECTORS m RELOCATE AS REQUIRED ALL MODEL No.. C516 OR APPROVED EQUIVALENT. j INDICATED. FINISH JOINTS, J-BEADS. EXISTING WORK WHICH INTERFERES NAIL DIMPLES, CORNERS AND EDGEC. Ij" MIN. EDGE STRAP TO HAVE MIN. 12" BEARING ON THE STUD • ! WITH NEW CONSTRUCTION. j SHALL BE TAPED AND RECEIVE THREE '. DIFFERENCE AND WRAP' UNDER SILL PLATE AT FOUNDATION. SITE WORK GOATS OF JOINT COMPOUND. ALLOW iI 3"x3"xYY STL. BEARING PLATrE MANUFACTURED STAKEOUT IS TO BE PERFORMED BY 'A 24 HOURS TO DRY BETWEEN GOATS. .d BY SIMPSON STRONG-TIE GODNNEGTORS MODEL No. LICENSED SURVEYOR. STAKING AND FINAL GOAT TO BE SANDED SMOOTH. LBP�'2 OR APPROVED EQUIV,�ALENT LAYOUT ARE TO ESTABLISH ALL LINES METAL CORNER BEAD TO BE USED ON I AND BENCHMARKS. VERIFY ALL GIVEN ALL OUTSIDE CORNERS AND AROUND 5/5'pxl2"' TEEL ANCHOR 4' TYPICALTYPICAL 5/6"xI2" HOOKED ANCHOR BOLT 1 DATA ON DRAWINGS. IN CASE OF BOLTS AT '-0" O.G. MAX. 1 - ® 3'-0" O.G. ALL OPENINGS. - W/'►" MIN. EMBEDMENT INTO CONCRETE DISCREPANCY, RECEIVE MIN EMBEDMENT OF 7° - WITHIN 6-I2" OF EACH END OF PLATE CLARIFICATION FROM ARCHITECT ELEGTRIGAL PRIOR TO PROCEEDING. EXCAVATE ALL WORK SHALL COMPLY WITH THE SEE PLAN ` . a POUNDAT I ON STRAPP I N DETAIL FACTURED BY AND BACK FILL FOR WORK INDICATED NATIONAL ELECTRICAL CODE AND ALL ° SIMP50N STRONG T EHURRICANE TIES UGONNECTORS MODEL ON DRAWINGS. STOCKPILE TOPSOIL STATE, LOCAL, AND UTILITY COMPANY I 5GALE: 5/4 I -O OBTAINED FROM STRIPPING DRIVEWAY CODES AND REGULATIONS. ALL No. H2.5 OR APPROVED EQUIVALENT AT EVERY RAFTER TO BEAM CONNECTION BC7TH SIDES AND BUILDING SITE, STOCKPILE ALL CIRCUITS SHALL BE MINIMUM 15 AMP. °° . EXCAVATED MATERIAL. NEW AND POWER WIRING SHALL BE MINIMUM 14 EXISTING BAGK FILL MATERIAL AND w AWG. CONVENIENCE OUTLETS SHALL ° TOPSOIL ARE TO BE FREE OF WEED5, O TREE ROOTS, ROCKS AND DEBRIS. BE LOCATED 12 ABOVE FINISHED j FLOOR UNLESS OTHERWISE INDICATED. z ALL SURPLUS MATERIAL THAT 15 ALL SWITCHED TO BE LOCATED 36" UNSUITABLE FOR BAGK FILL MATERIfAL ABOVE THE FINISHED FLOOR UNLESS w SHALL BE REMOVED FROM THE SITE., OTHERWISE INDICATED. SUPPLY PROTECT ALL TREES WITHIN EIGHT A�1GOR �30LT DETAIL- ROOF RAFTERS V 4 FEET OF THE BUILDING. PROPER RECOMMENDED LAMPS IN ALL 2p FIXTURES. POST GAP MANUFACTURED BY SIMPSON • APPROVALS MUST BE OBTAINED A.I I 5GALE: 3/4" = I'-O" STRONG-TIE CONNECTORS MODEL No. BG52-2/4 BEFORE COVERING ANY EXCAVATED) OR APPROVED EQUIVALENT INSTALLED WORK. NOTES: AS PER MANUFACTURES 5PEGIFICATION5 w I. OBTAIN ALL PERMITS PRIOR TO FOUNDATION WATERPROOFING THE START OF WORK. INSTALL TWO LAYERS OF TROWELED' BEAM ON FIBERGLASS MASTIC. (FED. SPEG•. 2. FINISHES TO BE SUPPLIED S.S.G. 155 TYPE-I) MEMBRANE TO BE BY OWNER CONTINUOUS FROM TOP OF NOTE: E DETAIL I/A-I FOR DECORATIVE COLUMN COVER FOUNDATION AND EXTEND TO LAP STRAP DETAIL I (1 'g, THIS BUILDING HAS BEEN DESIGNED AS �1 EDGE OF FOOTING. PER THE AMERICAN FOREST AND 4x4 COLUMN PAPER ASSOCIATION (AF$PA) WOOD 5/4"PLYWOOD SUBFLOOR COLUMN BASE AND FRAME CONSTRUCTION MANUAL 2WO F.J.e Ib"Oz. CONCRETE L FINISH To BE sELECTrEv 4'CONCRETE SLAB W/ I FOR ONE AND TWO-FAMILY R-19 BATT INSULATIpN b•xb• 10/10 H M NO CONCRETE OR MASONRY WORK 2x6 AC 1 SILL PL TE >�--1 SHALL BE DONE DURING DWELLINGS (ANSI/AF�PA WFGM-2000 COMPACT TEMPERATURES OF 40 DEGREES F TERMITE SHEILD t SILL INSULAT N PITCH SLAB AND FALLING. NO CONCRETE SHALL NOTE: ALL NON-ENGINEERED LUMBER BE PLACED ON FROZEN SURFAGES. TO BE DOUGLAS FIR #2 OR BETTER �i;xI2°HOOKED ANCHOR Bo T d ° ' z •s-o"OkT I I 'IRO \ I MASTIC DAMPROOFIN& CULTURED STONE FACE T O CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY — TO BE SELECTED NOTE: 6"P.CONC.FOUNDATION WALL 4 G VOLUME OF CONCRETE) SHALL NOT 5E FOUNDATIONS CHAPTER 4 DESIGN LU o o P. GONG. SLA I ADDITIVES SHALL BE ALLOWED ° LESS THAN 5/o OR MORE T /o BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL MAsrlc ° I_I_I----; ;i:� I WITHOUT WRITTEN PERMISSION OF THEE I �s= coMPACTFILL ° .^ AND/OR GRAVEL AT 2000 LBS PEF. FINISHED GRADE ° O v , SQUARE FOOT. CONTRACTOR TO 2x4 KEYWAY d 4"P.CONC.W/bxb IO/10 tu ARCHITECT ALL CONCRETE IS TO BE`. ° (1 W.W.M.SLAB PROVIDE ° I I,1. i� 1Ox20 P.CONC.SPREAD ADE c EXPANSION JOINT AT WALL ° O I ' LU LU MIN. 5,000 P.5.1. AT 28 DAYS 4 3,50)0 " MIN 56"BELOW GRADE I2•POURED CONCRETE #,-IU CONSULT ENGINEER IF DIFFERENT SOIL PSI FOR GARAGE SLAB. PROVIDE A1LL MATERIALS ARE FOUND UPON FOUNDATION CANT COLUMN BASE MANUFACTURED BY a SLEEVES AND FOUNDATION VENTS AS EXCAVATION OR 7E5T HOLE, FOR o m a i SIMPSON STRONG-TIE MODEL 6" b" ° z No. GBQ44-SD52 INSTALLED °d O REQUIRED BY NYS CODE. UNLESS ALTERNATIVE FOOTING AND m d ° a (2)*4RE-BAR AS PER MANUFACTURERS s z INDICATED, ALL FOUNDATION K4REBARMIN. ° FOUNDATION WALL DESIGN s"CONC.COVER ° ° Ooo�O�g �g �8 0 . ° SPECIFICATIONS OR APPROVED Q 4 FOOTINGS ARE TO BE A MIN. &" DEEiP 0 0 0 O d EQUIVALENT Q/ PROJECTING 6" ON EACH SIDE OF THE o ° 0 n� nn_Mn_�nnC p ? FOUNDATION WALL. PROVIDE TWO #4 THIS PROJECT COMPLIES WITH THE d "COMPACT FILL --12"—� P. GONG. CHEEK WALL DEFORMED BARS CONTINUOS IN THE 2010 RESIDENTIAL CODE OF NEW 2O„ PORK STATE 5 MIL POLY VAPOR BARRIER FOOTING. ALL 4" THICK CONCRETE Q LU w SLABS TO HAVE &X& 10/10 WELDED �j FOUNDATION DETAIL 4 OUM7I AT I Oil DETA I L WIRE REINFORCING. ANCHOR BOLTS IIN �j COLUMN STRAPP I NO CONCRETE SHALL BE HOOKED 5/8" >K I ty ry N z o 12" AT MAX. 3' O.G. PROVIDE BITUMEN( 5GALE: 3/4 I O SCALE: 3/4 - I O •I SCALE: 3/4" = I'-O" v O � z ' EXPANSION JOINTS BETWEEN SLA55 i '" AND FOUNDATION WALLS. I . TABLE 3.1 N?�ILINC SCHEDULE AS PER AN51//�F PA WFGM-2001 TABLE 5.11 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS TABLE 5.175 SEGMENTED SHEARWALL SIDEWALL SHEATHING REOUIREMENTS AS PER ANSI/AFBPA WFGM-2001 AS PER ANSI/AFBPA WFGM-2001 NUMBER OF NUMBER OF STRUCTURAL SHEATHING OR PANEL SIDING THREE SECOND GUST JOINT DESCRIPTION NAIL SPACING JOINT DESCRIPTION NAIL SPACING 110 COMMON NAILS COMMON NAILS MAXIMUM NAIL SPACING FOR 8d COMMON WIND SPEED (MPH) I STUD SPACING NAILS (INCHES, O.G.) . " FLOOR SHEATHING SHEATHING LOCATION SHEAR WALL LINE MIN. LENGTH OF FULL ROOF FRAMING (INCHES, O.G.) BUILDING END WALL 110 MPH ZONE 120 MPH ZONE BENEATH HEIGHT SHEATHING ON ss,a,s RAFTER TO TOP PLATE (TOE-NAILED): WALL HT. STRUCTURAL PANELS LENGTH, W (FT.) Togo a'CONNELL E F E F BUILDING 51DEWALL. L (FT.) A R C H I T E C T P.C- 12" O.G. SPACING 8 (2) 8d I INCH OR LESS 8d 6" EDGE / 12" FIELD ROOF s CEILIN5 12 1.6 PER RAFTER 12' O.G. (6 12 6 12 10 (2) 8d GREATER THAN I INCH IOd 6 EDGE / 6"' FIELD 4' EDGE ZONE 16" O.G. 6 12 6 12� 16 2.1 16" O.G. SPACING 8 (3) 8d DIAGONAL BOARD SHEATHING 20 2.7 TODD O'CONNELL,AIA (3) 8d PER RAFTER 12" O.G. 6 12 6 12 24 5.2 10 I"x6" OR I"x8° (2) 8d PER SUPPIORT INTERIOR ZONE 16" O.G. 6 12 6 12 28 3.8 1200VeteransMemaialHighway INTO" OR WIDER (5) 8d PER SUPPORT p - ;..:.. CEILING JOIST TO TOP PLATE (TOE-NAILED): WALL HT. x 32 4.3 Suiteal2 12" O.G. SPACING 8 (2) 8d SHEATHING SIZE STUD SPACING MINIMUM NUMBER OF 8d COMMON' _ 36 4.8 "' Hauppauge,',N,.� " 10 (2) 8d PER JOIST I. NAILING REQUIREMENTS ARE BASEDON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF h�ALL (INCHES, O.G.) NAILS PER SUPPORT 40 5.4 'Y : : SHEATHING 15 NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SHEAR CAPACITIES, NAILING REQUIREIIIENT5 �+ ' 1 Ix6 OR Ix8 SHEATHING 12-Iq.2 2 2 50 6.7 ;.,,:,,� (b31)65Q-G66fi; I6" O.G. SPACING 8 (3) 8d PER JOIST FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED 60 8.0 ." . 631)6S 10 (5) 8d TO MAINTAIN LOAD PATH. IxlO OR LARGER �V 70 q.4 CEILING JOIST TO PARALLEL RAFTER (FACE NAILED): ROOF SPAN SHEATHING 80 10.7i GROUND SNOW LOAD 20 PSF 12'-0" 24'-0" 36'-0° 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL B1E ROOF, CEILING, a 1 FLOOR 20 5.6 REDUCED TO 1-16D NAIL PER FOOT. E = NAIL SPACING AT PANEL EDGE5 (INCHES) 12" O.G. SPACING 5:12 PITCH (4) I6d (7) Ibd (10) Ibd EACH LAP F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) 24 16" O.G. SPACING 5:12 PITCH (5) Ibd (q) I6d (15) led EACH LAP 5. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL 52 la .8 ® ••• ` • REQUIREMENTS. I. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE 32 8 q 12" O.G. SPACING 4:12 PITCH (5) Ibd (5) I6d (8) Ibd EACH LAP ATTACHMENTS SHALL BE USED 36 10.0 16" O.G. SPACING 4:12 PITCH (4) Ibd (1) Ibd (10) I6d EACH LAP RAFTER TO TOP PLATE / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 3.4A ANSI/AFBPA WFGM-2001): 40 11.1 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUDFRAME %`"%' I. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 ".� 50 13.q 12" O.G. SPACING 5:12 PITCH (5) Ibd (4) Ibd (6) Ibd EACH LAP MEMBERS WITH G > 0.4q. 60 16" O.G. SPACING 5:12 PITCH (3) Ibd (6) I6d (8) Ibd EACH LAP 2. TABULATED CONNECTION REOUIREMENT5 ASSUME A BUILDING LOCATED IN EXPOSURE B FOR FRAMING MEMBERS WITH 0.42 < G <0.4q, THE NAIL SPAGIN05 SHALL BE REDUCED TO 6 > 70 Iq.4 INCHES O.G. �. i 12" O.G. SPACING 7:12 PITCH (3) I6d (3) I6d (5) Ibd EACH LAP 80 22.2 J ;, W' 3. WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND ROOF,CEILING, a < FLOOR " r� p�r �' L I ! 16" O.G. SPACING 7:12 PITCH (5) Ibd (4) Ibd (b) Ibd EACH LAP AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TORE 28 11.8 i-! G 5UB517UTE17) FOR COMMON NAILS I 12" O.G. SPACING q:12 PITCH (5) I6d (5) Ibd (4) I6d EACH LAP 32 15.5 4. TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING I6" O.G. SPACING q:12 PITCH (3) I6d (3) I6d (5) Ibd EACH LAP JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATEI 4. TABULATED NAIL SPACING A55UME A BUILDING LOCATED IN EXPOSURE B. 36 15.2 \ k _��.•� JJ// 12" O.G. SPACING 12:12 PITCH (5) Ibd (5) I6d (5) Ibd EACH LAP RIDGE TEN51ON STRAP CONNECTION (TABLE 3.6A ANSI/AFBPA WFGM-20010: 40 16a j 16" D.G. SPACING 12:12 PITCH (5) I6d (5) I6d (4) I6d EACH LAP CEILING JOIST LAPS OVER PARTITIONS (PAGE NAILED): ROOF SPAN I. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPIED BY 0.70 FOR FRAMING NOT LOCATED TABLE 3.2B BOTTOM PLATE TO FOUNDATION CONNECTION 50 21.1 A�� GROUND SNOW LOAD 20 PSF 12'-O" 24'-O" 36'-O" WITHIN 8 FEET OF BUILDING CORNERS AS PER ANSI/AFBPA WFGM-2001 60 25.3 70 2q.5 12" O.G. SPACING 5:12 PITCH (4) I6d (1) I6d (10) I6d EACH LAP THREE SECOND OUSTN m 2. TABULATED RIDGE CONNECTION LOADS A55UME A BUILDING LOCATED I EXPOSURE B 110 �� - 16" O.G. SPACING 5:12 PITCH (5) I6d (q) I6d (15) I6d EACH LAP WIND SPEED (MPH) 80 33.7 i I 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY DEAD LOAD BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT N 1 ''�,a I. TABULATED LENGTH REQUIREMENTS ASSUME A BUILDING LOCATED IN f2" D.G. SPACING 4:12 PITCH (3) I6d (5) Ibd (8) Ibd EACH LAP (0.6 X 10 PSF) ANCHOR BOLT GOMMEGTION SUPPORTING SPACING (IN.) 16" O.G. SPACING 4:12 PITCH (4) Ibd (1) Ibd (10) I6d EACH LAP RE515TINO EXPOSURE B z O 12" O.G. SPACING 5:12 PITCH (5) I6d (4) Ibd (6) I6d EACH LAP 4. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE STRAP SPACING, FOR DIFFERENT RID>6E 1/2" ANCHOR BOLT 2. TABULATED SHEATHING LENGTHS ARE BASED ON BFT. WALL HEIGHTS. _v 16" O.G. SPACING 5:12 PITCH (3) Ibd (6) Ibd (8) Ibd EACH LAP STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: 1-3 STORIES FOR OTHER HEIGHTS, H, THE TABULATED SHEATHING LENGTH SHALL BE J RIDGE CONNECTION SPACING (IN.) 1 12 1 16 Iq.2 24 1 45 72 LATERAL AND SHEAR 30 MULTIPLIED BY H/8. q) 12" O.G. 5PAGING '7:12 PITCH (5) I6d (5) I6d (5) Ibd EACH LAP MULTIPLIER 1.00 1.55 1.60 2.00 4.00 6.00 LOADS O 5/8" ANCHOR BOLT 16" O.G. SPACING "1:12 PITCH (5) I6d (4) I6d (6) I6d EACH LAP 1-3 STORIES 3. TABULATED LENGTTS ASSUME WALLS ARE SHEATHED AS SPECIFIED IN 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE FRAMIN46 15 45 SECTION 3.4.4.2. FOR OTHER SHEATHING MATERIALS THE TABULATED z 12" O.G. 5PAGING q:12 PITCH (3) I6d (3) I6d (4) Ibd EACH LAP ATTACHED IN ACCORDANCE WITH TABLE 5.1. THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED. LENGTHS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE 16" O.G. SF AGING 1:12 PITCH (3) Ibd (3) Ibd (5) Ibd EACH LAP I. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 5.2 ADJUSTMENT IN TABLE 3.17D. 0 3 6. WHEN COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOd COMMON NAILS REQUIRED IN EACH IEND OF i 0 f o 12" O.G. SPACING 12:12 PITCH (3) I6d (3) I6d (3) Ibd EACH LAP THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d COMMON NAILS IN A STEEL STRAP, OR THE NWMBER OF 4. MINUMUM LENGTH OF FULL HEIGHT SHEATHING SHALL NOT BE LESS THAN o z y V 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR Y' 16" O.G. 5PAGING 12:12 PITCH (3) led (3) led (4) I6d EACH LAP 12d BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF IOd BOX NAILS IIN A STEEL THE MINIMUM REQUIRED TO SATISFY THE MAXIMUM SHEAR WALL SEGMENT W w w LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Q ,�pE �' vl- COLLAR TIE TO RAFTER (FACE-NAILED) SPAN STRAP. ASPECT RATIO LIMITATION IN TABLE 3.17D. *w o _ Do I LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2G) OR ro u u w z w 12'-O" (2) 8d LATERAL AND SHEAR LOADS (TABLE 3.2B), FOR OTHER ANCHOR BOLT 0 0 j 6_ o TABLE 3.8 WINDOW SILL CONNECTION 5. TOTAL ROOF SPAN SHALL NOT EXCEED 36FT. BASED ON 3.1.3.4o. N� J O w a 16'-O" (2) ad LIMITATIONS SEE SECTION 3.2.1.7 AND 5.2.2.5. In z F d 4 u w O (� , AS PER AN5I/AF8 PA WFGM-2001 ENDWALL WIDTHS UP TO 50FT. ARE SHOWN FOR USE WITH THE INSCRIBED z w u N z o F w�o 20-O (3) 8d BUILDING PROVISIONS OD 3.1.3.3c. ' a F z w 5:12 PITCH 24--0" (5) 8d PER TIE TREE SECOND GUST 110 3. TABULATED ANCHOR BOLT SPACING FOR LATERAL AND SHEAR LOADS u Q o z o to WIND SPEED (MPH) ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 5.4.4.2. ON� w 28'-O (4) 8d FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT to z z J z a 6�'z v 32'-O" (4) 8d WINDOW SILL SPAN REQUIRED LATERAL CAPACITY OF w v -0 u W v CONNECTION AT EACH END OF 5PAGIN55 SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE z 3 4 u p m 0, O 36'-O'' (5) 8d (FT') WINDOW SILL PLATE (LBS.) ADJUSTMENT FACTOR IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT o $Q Q w O o= U ~ 12'-0 (2) 8d 5PAGING EXCEED 6 FEET ON-CENTER, Q Q d , z Q o 16'-O" (2) 8d 2 132 Qoou°a�°w0�� 4 265 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A 20.-0., (2) 8d z a�z 6 3q7 TABULATED LATERAL VALUE FROM TABLE 5.5 GREATER THAN 262 PLF, g o w o a N u 4:12 PITCH 24'-0" (5) 8d PER TIE a 52q LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM Q a 0 C81 r z w o 28'-Oi' (5) 8d 10 661 TABLE 5.5. uj w w-0 o a 52'-O' (4) 8d 12 36'-O" (4) 8d 14 Np. *FOwUQWF I) 8d 11 I6 105& TABLE 3.2G 51 LL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS 0 w o o<j o 0 0 (2) 8d 20'-O" (2) 8d AS PER ANSI/AF 8 PA WFGM-2001 z~ a I. TABULATED UPLIFT AND LATERAL CONNECTION THREE SECOND GUST gRhu 5:12 PITCH 24'-O" (2) 8d PER TIE REOUIREMENT5 SHALL BE PERMITTED TO BE MULTIPLIED I10 ��a=WIND SPEED (MPH) w w u o z Q w= 28'-O" (5) ad BY O.G2 FOR FRAMING NOT LOCATED WITHINC5 & FEET i= z F a= o 321_011 (5) ad OF BUILDING CORNERS. BOTTOM PLATE To FOUNDATION FOUNDATION MAX. ANCHOR BOLT Q Q w o a o u p (3) 8d ANCHOR BOLT COMMECTION SUPPORTING SPACING (IN.)'2 / I (I) 8d 2. TABULATED FRAMING LOADS A55UME A BUILDING RESISTING 1 (2) 8d LOCATED IN EXPOSURE B. I-3 STORIES 5 FT. END ZONES (2) 8d RAFTER / CEILING JOIST HEEL JOINT CONNECTION (TABLE 3.cIA ANSI/AFBPA WFGM-2001): 3q (5:12 PITCH 24'-O" (2) ad PER TIE UPLIFT LOADS (2) 8d I. NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED I-3 STORIES INTERIOR ZONES (5) 8d 45 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL, HEADER (3) 8d OR RIDGE BEAM i 12'-0" 1.I. PERSGRIPTIVE LIMITS ARE BASED ON A55UMPTION5 IN TABLE 5.2 16'-01, ((I)1) 8d 5. WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING 20'-0" (2) ad WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR PROPORTIONALLY TO THE REDUCTION IN SPAN LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE 7,12-12:12 PITCH 24'-O" (2) 8d PER TIE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2G) OR 28'-O" (2) 8d 4. EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES LATERAL AND SHEAR LOADS (TABLE 3.25), FOR OTHER ANCHOR BOLT 52'-0" (5) 8d LIMITATIONS SEE SECTION 3.2.1.7 AND 5.2.2.5. 36'-0" (3) 8d 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY BLOCKING TO RAFTER (TOE-NAILED) (2) 8d EACH END 6. TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE RIM BOARD TO RAFTER (END NAILED) (2) I6d EACH END BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE WALL FRAMING THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: UPLIFT STRAP CONNECTION REQUIREMENTS CEILING HEIGHT/ HEEL JOINT CONNECTION (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 3.45) ljl TOP PLATE TO TOP PLATE (FACE NAILED) (2) I6d PER FOOT ROOF RIDGE HEIGHT ADJUSTMENT FACTORS F- TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) 16d JOINTS - EACH SIDE 1/2 2 FASTEST MILE WINDSPEED (MPH) FASTEST MILE WINDSPEED (MPH) O FRAMING FRAMING STUD TO STUD (FACE NAILED) (2) I6d 24" O.G. 1/4 1.33 SPACING ROOF SPAN (FT.) I10 MPH SPACING ROOF SPAN (FT.) I10 MPH HEADER TO HEADER (FACE NAILED) I6d 16" O.G. ALONG EDGE5 1/5 I25 (IN.) NAILS IN EA. END OF (IN.) NAILS IN EA. END OF tj,j TOP OR BOTTOM PLATE TO 57UD WALL HT. I/6 1.2 (END NAILED): 8 (2) I6d 1/10III IY4"x20 GAGE STRAP IY4"x2O GAGE STRAP to (2) I6d 12'-O (2) 8d 12-O (2) 8d p 12 (4) I6d PER STUD I6'-O" (2) 8d Ib'-O" (2) 8d 12" O.G. SPACING 14 (4) I6d TABLE 5.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 20'-0" (2) 8d 20'-O" (5) ad 16 (4) I6d A5 PER AN51/AFBPA WFGM-2001 12 24'-0" (2) 8d Iq 2 24'-0" (5) 8d # 15 (4) 16d STRUCTURAL SHEATHING MAXIMUM 28'-O" (2) 8d 28'-O" (5) 8d W 20 (4) I6d RAFTER/TRU55 NAIL SPACING FOR ad COMMON 52'-0" (5) 8d 52'-0" (4) 8d 8 (2) I6d SHEATHING LOCATION SPACING NAILS (INCHES, O.G.) 36'-0" (3) 8d 36'-0" (4) 8d i 10 (3) I6d (INCHES, O.G.) 110 MPH ZONE 120 MPH ZONE 12'-0" (2) 8d 12'-0" (3) 8d 12 (4) I6d E F E F I6" O.G. SPACING 14 (4) I6d PER STUD 16'-O" (2) 8d (5) 8d Ib'-D" 1 16 (4) I6d INTERIOR ZONE 12" O.G. 6 12 6 12 16" O.G. 6 12 6 12 I6 20'-0" (2) 8d 20'-O" (3) 8d 24'-0" (5) 8d 24 24'-0" (4) 8d O In 20 (4) I6d PERIMETER EDGE ZONE 12" O.G. 6 122 6 12' 28'-O" (3) 8d 28'-O" (4) 8d BOTTOM PLATE TO FLOOR JOIST, BANDJOI5 7, 16" O.G. 6 122 6 6 52'-0" (5) 8d 52'-0" (5) 8d ' v ' '' , (2) I6d PER FOOT GABLE ENDWALL RAKE OR RAKE TRUSS 7 36'-O" (4) ad 36'-O" (5) 8d A ld w ENDJOIST, OR BLOCKING (FACE NAILED) 6 6 4 4 .G- W/ LOOKOUT BLOCK FLOOR FRAMING GABLE ENDWALL RAKE OR RAKE TRUSS I JOIST TO SILL, TOP PLATE OR GIRDER (TOE: NAILED) (4) 8d PER J015T W/O RAKE OVERHANG 6 6 6 6 BRIDGING TO JOIST (TOE NAILED) (2) ad EACH END RAFTER/TRU55 BLOCKING TO JOIST (TOE NAILED) (2) 8d EACH END SHEATHING 51ZE 5PAGING MINIMUM NUMBER OF 8d COMMON O A NAILS PER SUPPORT BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (5) I6d EACH BLOCK (INCHES, O.G.) u l LEDGER STRIP TO BEAM (FACE NAILED) (5) I6d EACH J015T O 1 JOIST ON LEDGER TO BEAM (TOE NAILED) (5) 8d PER JOIST Ixb OR Ix8 SHEATHING 12-Iq.2 2 2 BAND JOIST TO JOIST (END NAILED) (3) I6d PER JOIST IxIO OR LARGER 12-Iq 2 3 3 LJ O O BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) I6d PER FOOT SHEATHING Lu n ROOF SHEATHING E = NAIL SPACING AT PANEL EDGES (INCHES) ,^ ..0) 1z STRUCTURAL PANELS 8d *5EE TABLE 3.10* F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) fo V 1 LU 1�1 DIAGONAL BOARD SHEATHING 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF 1L'U IN OR 1"x8" (2) 8d PER SUPPORT THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED j I"xl0" OR WIDER (5) 8d PER SUPPORT CEILING SHEATHING 2. TABULATED 12 INCH. O.G. NAIL 5PAGING ASSUMES SHEATHING ATTACHEDTO RAFTER/TRUSS FRAMING MEMBER5 WITH G > 0.4q. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.4q, THE NAIL SPACING SHALL BE REDUCED BY 6 INCH. O.G. ink V GYPSUM WALL BAORD 5d COOLERS 7" EDGE / 10" FIELD Q WALL SHEATHING 5. TABULATED 6 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS, WITH G > 0.4q. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.4q, THE NAIL SPACING SHALL BE REDUCED BY 4 INCH. O.C. STRUCTURAL PANELS 8d *5EE TABLE 3.11* la FIBERBOARD PANELS 4. TABULATED 4 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS WITH 7/16" 6d, 3" EDGE / 6" FIELD G > 0.4cl. FOR FRAMING MEMBERS WITH 0 < 0.42 G < 0.4q, THE NAIL SPACING SHALL BE REDUCED BY 3 INCH. O'.C. � W 25/32" ad, 3" EDGE / 6" FIELD (V Ua M \I 5. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN EXPOSURE B GYPSUM WALL BAORD 5d COOLERS 7" EDGE / 10" FIELD HARDBOARD 8d *SEE TABLE 3.11* ' Z N z v PART PANELS 8d *SEE MANUFACTURER* O z ARTICLEBOAR DIAGONAL BOARD SHEATHING 4� < I"x6" OR I"x8" (2) 8d PER SUPPORT I"xl0" OR WIDER (5) 8d PER SUPPORT �fl Q 5QX2QXIQ P. GONG. PAD 42'-0" . . 5QX2QXIQ a L_�z_ -�— TO A Q'CONNELL . ' ARCHITECT P.C. w w 21'-3" 6_7 - P. GONG. PAD I — I4'-2" �4 - - - - - - - - - - - - - - - - - - - - - - - - - ~— — - - - - - - - - - - ' �' o 10 ram I 36" HIGH HANDRAIL = )OX I TO D'D O`CONNELL,A IA 2QO Vterans MemoriaHighwa— — — — — — — — — — — dJ :Suite124' WITH SPINDLES X p J I d 'SPACED LESS THAN =x Hauppauge,NYs.};:1 788 - - - - - - - - - - - - - - - - - 4" APART TO CODE- _11 2"x8" R.R. a I6" O.G. 2"x8" R.R. a l6" O.G. 8" POURED GONG I - 4 X4 AGQ POST , ^ FOUNDATI WALL "x4" C.T.GT a 6 O.G.27'-1 p2" 1Ox20 P. G NC. FOOTING 2 x6 z0 I +STM W/(2) #4 R BAR W/ 2"x4" - I • i KEYWAY; IN. 36" BELOW NOTE: DOUBLE ALL F.J. _ ••• • • m I I DROP FOUNDATION GRADE. (TYPICAL) UNDER PARALLEL WALL 4" CONCRETE SLAB I I Q ------ - _ _ —__ FOR DOOR - PARTITIONS ABOVE MIL COMPACTED GRAVEL 3Ys" 5 . PIPE COL. I 4" CONCRETE SLAB p W/ 6 MIL V.B. ON 4 x COMPACTED GRAVEL (v 3Ys" ST. PIPE COL. ON COMPACTED 501E W/ 2 x24 xl2 I G; `- _ ��. POUR D GONG. FTC. r I m--- ON COMPACTED SOIL W/ 24"x24"xl2" (TYPI AL) _ _ POURED GONG. FTC. I �I TYPICAL) I ROOF �� I `� t: �•-� Y p I /� 7 a �i GARAGE cv ( — AR I DEC< I- LAN _2 7_4 6' 8 O O) k:;,Y o _ SCALE: I/4" - I'-O" SCALE: I/4" I'-O" �•,�.�,o � . �'r \� �r - O' cV - - - -�- W14X74 5TL. cv PT. LOAD N N FROM ABOVE I I L L J - J I I U) , % ,___� �•_�,/ ry BEAM L — J 3'-4" 3Ys° ST. PIPE COL. POCKET `r cv "� N W/ 24"x2 4"x12" i I 5/8 TYPE-X SHEETROGK -I N WALLS AND CEILING 3Y2" ST. PIPE COL. OU(TYPR�DLGONG. FTC. W/ 48"x4b"x24" �? (2) 2"XIO" FLUSj POURED GONG FTC. 0 L I ASPHALT SHINGLES TO BE SELECTED 12 OVER I5# BUILDING FELT ASPHALT SHINGLES TO BE SELECTED _ lT i DROP FOUND TION NOTE: DOUBLE ALL F.J. O ' I � 4x3 ALUMNIUM GUTTER W/ 3x4 OVER 15# BUILDING FELT - it- I I ( FOR DOOR UNDER PARALLEL WALL - _ - =--' — PARTITIONS ABOVE ►� N I I ALUMNIUM LEADER TO BE 2 xb 8" POURED GONG I SELECTED BY OWNER 4x3 ALUMNIUM GUTTER W/ 3x4 $ $ IL 0. 0. ALUMNIUM LEADER TO BE - _ # FOUNDATION WALL � _ M----�------- F- # SELECTED BY OWNER X XI 1Ox20 P. GONG. FOOTING ry (V W/(2) #4 REBAR W/ 2"xW- L — — — — — — — — — — — — — — — — KEYWAY;MIN. 36" BELOW I 36" HIGH HANDRAIL N GRADE. (TYPICAL) WITH SPINDLES z — — •< — — — — — I — — — — — — — — — I ? I SPACED LESS THAN O }- ! ,, •° r: L — — — — — — — � ' — J ' -N 4" APART TO CODE � Z - I =N (V — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - — — � - - - - - - - - - - - - - - - 36" HIOHHANDRAIL 3 a O - i WITH SPINDLES p $ 4" APART TO CODE w w w O O O O O r SPACED LE55 THAN p 0 z~ w I — — — — — — — — — — — QFrn(] � � v K O O a Q~ 10 18 O Fz a�wv0. 4�EXISTINO w10 # 4n W V N F ILTIE NEW FOUNDATION TO ,nOOOLU W/ 4 REBAR a 2 �q O N w p, v O.G. VERTICAL;MINIMUM OF 2; ' p z T z v r. GROUT FILL SOLID (TYPICAL) N }W m$O Q m O w v O . •, 4" CONCRETE SLAB O WILQO-<U 63: p p r *• W/6 MIL V.B. ON 4" Q COMPACTED GRAVEL Q F z O ON COMPACTED SOIL EAST ELEVATION NORTH ELEVATION ,�wwpz>pp �m 12" P. GONG. _ SCALE: I/4" = I'-O" o a>j w p Q N u I FOOTING SCALE: I/4 I -Oozo i T,u_wwaQQU P. GONG. STEPS o o> o v F 3 2~W 2 N F2 z Q z FOUNDATION PLAN ----- SCALE: 1/4" =-I"-O" �� < i - ASPHALT SHINGLES TO BE SELECTED ASPHALT SHINGLES TO BE SELECTED _ . OVER 15# BUILDING FELT �' v ~z Q Q w F 4 } _ OVER 15# BUILDING FELT _<Q ~ _~ ��QQ�u,op KW► oo _ 4x3 ALUMNIUM GUTTER W/ 3x4 ALUMNIUM LEADER TO BE 2"X8" R.R. a 16" O.G. SELECTED BY OWNER 36" HIGH HANDRAIL 56" HIGH HANDRAIL WITH SPINDLES WITH SPINDLES SPACED LESS THAN SPACED LE55 THAN 4" APART TO CODE 4" APART TO CODE 4" CONCRETE SLAB W/ 6 MIL V.B. ON 4" COMPACTED GRAVEL ON COMPACTED SOIL 12" P. GONG. FOOTING i 10 SOUTH ELEVATION z z SCALE: 1/4" = 1'-0" u.i I- } w i W, SECTION SCALE: 1/4" = 1'-0" Z IIL O � OO 1-H t� z O j�, ww O z 4 o N tu LU W 4 z r v LU K j t GENERAL CONDITIONS FRAMING AND ROUGH GARPENTR`r UNLESS OTHERWISE NOTED, GENERAL JOISTS RAFTERS AND STUDS SHALL GLIMATIG AND OEOORAFHIG DESION GRITERIA CONDITIONS OF THE CONTRACT FQR BE CONSTRUCTION GRADE DOUGLAS T �L� R01.2(I) NY5 RSI®ENTIL GO®� "TA A�GONSTRUGTION, AIA DOCUMENT-2011 FIR-SOUTH SELECT STRUCTURAL. ALL4/87 SHALL APPLY. THE CONTRACTOR WOOD SILLS AND WOOD IN CONTACTGROUND SNOW LOAD 20 PSFAGQ. ALL CEILING LIVE LOAD 20 P5F N3°53'00"W _ _ 55.53,SHALL OBTAIN CERTIFICATE OF WITH MASONRY SHALL BE _OGGUPANGY. SUBSTITUTIONS SHOULD EXTERIOR SHEATHING SHALL BE I/2 SECOND FLOOR LIVE LOAD 30 PSF r �Et.NOT BE MADE WITHOUT WRITTEN GDX DOUGLA5 FIR PLYWOOD. FIRST FLOOR LIVE LOAD 40 PSF C. 1 � AUTHORIZATION BY THE ARGHITEGT. SUB-FLOORS TO BE 5/4" GDX WIND SPEED 110 MPH THE PREMISES SHALL BE KEPT PLYWOOD EXTERIOR SHEATHING TO„ SEISMIC DESIGN CATEGORY B O Vq3 TQOD O'CONNIELL,AtA REASONABLY GLEAN AT ALL TIMES. BE COVERED WITH TYVEK HOUSE WRAP OR APPROVED EQUAL. BLOCK WEATHER INDEX SEVERE Ul O ° ' Suite 1zQ AT THE COMPLETION OF WORK, THIE O 12ApVeterans Memorial Highwa 6r CONTRACTOR SHALL REMOVE ALL STUD WALLS AT 1/2 STORY HEIGHTS FROST LINE DEPTH 3 FEET 3 WASTE MATERIALS, TOOLS, RUBBISH, AND AT ALL UNSUPPORTED EDGES OF TERMITE MODERATE TO HEAVY rn Hauppauge,NY 11;?E6'4 ETC., GLEAN GLASS AND LEAVE WIORK PLYWOOD. PROVIDE SOLID BLOCKING DECAY SLIGHT TO MODERATE 15E: AND DIAGONAL BRACING OF FLOOR �1P{639)6564667'', BROOM GLEAN UNLESS OTHERW WINTER DESIGN TEMPERATURE 11° SPEGIFIED. THE CONTRACTOR SHALL JOISTS AT 8' O.G. MAXIMUM AND ICE SHIELD UNDERLAYMENT REQUIRED YES CARRY WORKMAN S COMPENSATION SOLID BLOCKING UNDER ALL I 1 ,. : .�51. )�.65 - 3r5 y"-'4"" •�� 1, AND GENERAL LIABILITY INSURANCE. UNSUPPORTED EDGES OF PLYWOOD. FLOOD HAZZARDS AS PER FEMA MAP ALL SHALL COMPLY WITH STATE AND ALL GAP PLATES TO BE DOUBLED AIR FREEZING INDEX ### LOCAL CODES AND ORDINANCES. THE AND NAILED BOTTOM GAP PLATED TO I v 1, CONTRACTOR SHOULD FULLY END OF STUDS. LAP GAP PLATES AT GUARANTEE HIS WORK AND THE WOORK CORNERS. WHERE FLUSH FRAMING WALL KEY OF HIS SUBCONTRACTORS FOR A OCCURS, USE MIN. 160A SHEET METAL �- J015T HANGERS BY "TECO" OR t PERIOD OF ONE YEAR AFTER — COMPLETION OF THE PROJECT UNLESS APPROVED EQUAL. ALL CORNERS TO — — — EXIST TO BE REMOVED I OTHERWISE SPECIFIED. ALL WORK BE MINIMUM 3/2X4 STUDS. HEADERS �\ SHALL BE PERFORM ED IN SHALL BE MINIMUM 2/2X6 UNLESS EXI57 TO REMAIN H GOOD BUILDING NOTED ON PLANS. MINIMUM BEARING I� ` ACCORDANCE WIT I ` � °o �� PRACTICES. THE CONTRACTOR SHALL FOR STUDS, J015TS AND BEAMS SHALL. NEE WOOD FRAME GNST INDEMNIFY AND HOLD HARMLESS THE BE 3 1/2'. USE DOUBLE JACK STUDS OWNER, ARGHITEGT, AND THEIR FOR HEADERS OVER FIVE FEET IN NEW POURED CONCRETE AGENTS AND EMPLOYEES FROM AND LENGTH. SEE NAILING SCHEDULE WHICH AGAINST ALL CLAIMS, DAMAGE5, REFERS TO NEW YORK STATE CODE 4"x4" POST UNLESS OTHERWISE I ` I LOSES AND EXPENSES, INCLUDING R.30 NOTED ` ATTORNEYS FEES ARISING OUT OF OR i RESULTING FROM THE PERFORMAt`�GE GLASS WINDOWS AND DOORS 0 HOLD DOWN AS NOTED m OF THE WORK PROVIDED THAT AM TO BE INSTALLED AS PER ,/ ��OOUNID TION' ' SUCH CLAIM DAMAGE L055 OR 5EGTIONR308 OF THE RESIDENTIAL HARD WIRED SMOKE I % //j% // ��/%%/ / 2' O N i / j EXPENSE (A) I5 ATTRIBUTABLE TO' CODE OF N.Y.S. ALL GLASS 15 TO BE OO DTEGTOR W/ BATTERY %��,// O i I Y INJURY SICKNESS DISEASE INSULATED LOW-E UNLESS OTHERWISE BOD L SPECIFIED. GLASS SUBCONTRACTOR • OR DEATH OR TO INJURY TO OR ® 8© GFM FAN TO EXTERIOR � � DESTRUCTION OF TANGIBLE PROPPERTY SHALL NOT INSTALL GLASS UNTIL 01 J 4 PROPER CLEARANCES ARE HARD WIRED CARBON MONOXIDE (OTHER THAN THE WORK ITSELF OI PROVIDED. ALL SLIDING GLASS I NGLUD I NG THE L055 OR USE a DETECTOR W/ BATTERY BACK-UP DOORS, 5KYL I GHTS AND/OR WINDOWS O I N 0 Z RESULTING THEREFROM). (B) IS ?,S REQUIRED BY CODE, SHALL BE MIN 12" A.F.F. A5 PER SECT. 1225.2 CAUSED IN WHOLE OR IN PART BY ANY NYS CODE I INSULATED TEMPERED GLA55. ALL NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, OLA55 DOORS AND WINDOWS SHALL DENOTES EGRESS WINDOW „I, BE INSTALLED IN STRICT I o o ANYONE D 1 REGTL'( OR I ND I REGTL AGGORDANGE WITH THE Owz�`�w USE SIMP50N Z-MAX OR HDG CONNECTORS �w a w°c W o 0 0 EMPLOYED BY ANY OF THEM OR TO INCREASE CORROSION RESISTANCE I 1 q\ Q 0 o 1�~a".C 0 ANYONE FOR WHOSE ACTS ANY CIF FOR ALL HARDWARE IN CONNECTION MANUFACTURES SPECIFICATIONS. ALL q / z w G THEM MAY BE LIABLE REGARDLESS WINDOWS ARE TO BE CAULKED AND a w x SEALED AS PER N.Y.S. ENERGY W/ AGQ LUMBER. _ _ _ _ - _ _ _ _ _ _OF WHETHER OR NOT IT 15 CAUSED IN �� y ' ,n~o�a o�o CD CONSERVATION CODE REQUIfi�EMENTS. WALL STUDS ® I6" O.C.OG PART BY A PARTY INDEMNIFIED 142.00 w FLASHING PANS UNDER ALL 53°53'00"E �'��„U w z N F p HEREUNDER. ALL MATERIALS, PROVIDE I SLIDER, DOORS, AND WINDOWS WITHIN I ^I I ^I � I ASSEMBLIES AND METHOD OF 1 A 6 OF AN EXTERIOR SURFACE. ALL V LU *N o o w o T v �� Y ��TY �00� L�IV� z1-O�OdO�z CONSTRUCTION INCLUDING BUT NOT EXTERIOR DOORS ARE TO BE FULLY LIMITED TO FORM-WORK, o U�*o z o v ~ - BLOCK-WORK, FRAMING NAILING, WEATHER-STRIPPED. PROVIDE ALL I PLAN Q w I-Q F F y a o 0 SCREENS AND HARDWARE AS PLOT PLAN PLAGING OF CONCRETE, ETC. ARE TO REQUIRED. ALL GLASS IS TO BE FREE Q�°Q�o`�o;o�- � BE CAREFULLY SUPERVISED BY TIHE OF 5CRA7CHES AND IMPERFECTIONS w w o z o o d m CONTRACTOR TO BE SURE THEY ARE BOTTOM PLATE SCALE: I" = 20'-O" z N-w z x 0-1 I AND GUARANTEED BY THE o o, Q I-0- 2vvwµ'z�w� L,G IN ACCORDANCE WITH THE DRAWIiNGS, MANUFACTURER FOR A PERIOD OF NO RIM JOIST Otnw Oz SPECIFICATIONS, APPLICABLE GO!DES LESS THAN 5 YEARS. ALL WINDOWS TO luo ��Oa AND GOOD PRACTICE. DEVIATION15 u m w ui a Q Q BE ANDERSEN UNLE55 INDICATED FROM THE DRAWING5 AND /�� N U�I-�Q w w� F o I � SPEGIFIGATIONS WILL NOT BE OTHERWISE. N ~ w U w~ Ow�nOOQ�u 00 � PERMITTED WITHOUT WRITTEN GYPSUM WALL BOARD w z OF THE ARCH I TEG�T. ~ o N a z AUTHORIZATION INSTALLED AS PER SECTION R702.5.2. 11 QQxJQ�lu3QwD d THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SHOP THROUGHR-102.5.E OF THE �JJ NOTE: _ r 1- °x Q 3 z(o RESIDENTIAL GORE OF N.Y.S. GYPSUM SUB FLOOR ALL STRAPPING TO BE DRAWIN05, WHICH MAY BE NEEDED. FLOOR J015T INSTALLED AS PER MANUFACTURES 1 ALL DIMENSIONS AND CONDITIONS WALLBOARD APPLICATION SHALL BE ARE TO BE FIELD VERIFIED. TAPE JOINT SYSTEM. ALL GYPSUM - SILL PLATE SPECIFICATIONS AND NYS CODE CONTRACTOR TO REMOVE 8 BOARD TO SE 1/2" ON WA,_t'57 ND /2" TERMITE SHIELD 16 6a. STRAP TIES MANUFACTURED 1 RELOCATE A5 REQUIRED ALL ON GEILIN05-UNLESS BY BY SlrwrPSON STRONG-TIE CONNECTORS INDICATED. FINISH JOINTS, J-BEADS. FOUNDATION WALL MODEL No. CSI& OR APPROVED EQUIVALENT. EXISTING WORK WHICH INTERFERE'S Ij" MIN. EDGE STRAP' TO HAVE MIN. 12" BEARING ON THE STUD ' WITH NEW CONSTRUCTION. NArL' DIMPLES, CORNERS AND EDGES DIFFERENCE ` SHALL BE TAPED AND RECEIVE THP.EE AND WRRAP UNDER SILL PLATE AT FOUNDATION. I ; SITE WORK GOATS OF JOINT COMPOUND. ALLC�J 3"x3"xy2" STL. BEARING PLATE MANUFACTURED I STAKEOUT 15 TO BE PERFORMED BY A 24 HOURS TO DRY BETWEEN GOATS. °d BSI P5 NAPPROVEDSNTIES CONN ALENT ECTORS MODEL No. LICENSED SURVEYOR. STAKING AND FINAL GOAT TO BE SANDED SMOOT--I. LAYOUT ARE TO ESTABLISH ALL !LINES METAL CORNER BEAD TO BE USED ON AND BENGHMARKS. VERIFY ALL LIVEN ` TYPICAL 5/e'xI2° HOOKED ANCHOR BOLT • ALL OUTSIDE CORNERS AND AROUND 5/8"�x12" STEEL ANCHOR - ® 3'-O" O.G. j DATA ON DRAWING5. IN CASE OF ALL OPENINGS. BOLTS AT 3'-0" O.G. MAX. - W/'1" MIN. EMBEDMENT INTO CONCRETE 3 DISCREPANCY, RECEIVE MIN EMBEDMENT OF '1 " - WITHIN 6-12" OF EACH END OF PLATE i i ' i CLARIFICATION FROM ARCHITECT' ELECTRICAL PRIOR TO PROCEEDING. EXGAVA7E ALL WORK SHALL COMPLY WITH THE SEE PLA IOU�IDT I Oil STfi�'Ai�i�I�lO DETAIL L AND BACK FILL FOR WORK INDIG:ATED 4 a ) ON DRAWING5. STOCKPILE TOPSOIL NATIONAL ELECTRICAL CODE AND ALL I STATE, LOCAL, AND UTILITY COMPANY -oil ON OBTAINED FROM STRIPPING DRIVIEWAY CODES AND REGULATIONS. ALL AND BUILDING SITE. STOCKPILE ALL CIRCUITS SHALL BE MINIMUM 15 AMP. ROOF RAFTERS 1 EXCAVATED MATERIAL. NEW AND, POWER WIRING SHALL BE MINIMUM 14 j EXISTING BAGK FILL MATERIAL AND AWG. CONVENIENCE OUTLETS SHALL POST GAP MANUFACTURED ~ E FREE OF WEEDS BY SIMP50N 5TRON6-TIE ; OZ TOPSOIL ARE TO B BE LOCATED 12" ABOVE FINISHED TREE ROOTS, ROGKS AND DEBRIS. CONNECTORS MODEL No. FLOOR UNLESS OTHERWISE INDICATED. BGS2-j OR APPROVED HURRICANE ANCHORS MANUFACTURED BY ALL SURPLUS MATERIAL THAT 15 ALL SWITCHED TO BE LOCATED 36" EQUIVALENT INSTALLED 51MP50N 5TRON6-TIE CONNECTORS MODEL W UNSUITABLE FOR BAGK FILL MATE=RIAL ABOVE THE FINISHED FLOOR UNLESS PIND�LS TO BE MAX AS PER MANUFACTURES No. HI OR APPROVED EQUIVALENT AT EVERY Q SHALL BE REMOVED FROM THE 5,ITE. OF 4"O.G. SPECS. RAFTER TO PLATE CONNECTION OTHERWISE INDICATED. SUPPLY PROTECT ALL TREES WITHIN EIGHT RECOMMENDED LAMPS IN ALL_ A�IGHOR �30LT DT I L FEET OF THE BUILDING. PROPER BEAM ^I APPROVALS MUST BE OBTAINED FIXTURES. 1 BEFORE COVERING ANY EXGAVA':TED SCALE: 3/4" = I'-O" I� w WORK. NOTES: i 1. OBTAIN ALL PERMITS PRIOR TO 1 1 1 FOUNDATION WATERPROOFING THE START OF WORK. j INSTALL TWO LAYERS OF TROWELED �iFCK COMPOSITE OR AGQ 1 ON FIBERGLASS MASTIC. (FED. SPEC. 2. FINISHES TO BE SUPPLIED DECKING 2x6 AGQ JOIST• 16"O.G. ` I ( S.S.G. 155 TYPE-I) MEMBRANE TO BE BY OWNER I CONTINUOUS FROM TOP OF %"0 6 2x10 BOLTED A5 SHowN NOTE: FOUNDATION AND EXTEND TO LAP STRAP DETAIL-I FOR •. %'m 6ALV.5TL.BOLTS ( 1 EDGE OF FOOTING. TH15 BUILDING HAS BEEN DESIGNED AS PER THE AMERICAN FOREST AND PAPER ASSOCIATION (AF$PA) WOOD \ \ — 2x10 F.J.O 16"O� "S/4"PLYWOOD SUBFLOOR 4x4 AC-0 P05T - E CONCRETE AND FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY R-19 GATT INSULATI N DECKING NO GONCRETE OR MASONRY WOf F,< 2xb AGQ SILL PL4TE I DWELLINGS (ANSI/AFC PA WFGM-2001) OPTIONAL SKIRT TO �� LOOK JOIST 0 Z I� BE SELECTED EAM : 7 z I SHALL BE DONE DURING I TEMPERATURES OF 40 DEGREES F. TERMITE SHEILD t SILL INSULAT N I O CONCRETE SHALL NOTE: ALL NON-ENGINEERED LUMBER s • \ VO DECORATIVE COLUMN COVER O AND FALLING. N TO BE DOUGLAS FIR #2 OR BETTER � BE PLACED ON FROZEN SURFACES. Z /,xl2 HOOKED ANCHOR BO T MA5TIG DAMPROOFIN6 4x4 COLUMN I` CONCRETE SHALL BE AIR ENTRAIINED. _ TOTAL AIR CONTENT (PERCENT B'Y —�� D °� (° HIDDEN DOUBLE F.J. ^, NOTE: 1 °j 6"P.GONG.FOUNDATION WALL d POST GAP MANUFACTURED BY EL No. N I VOLUME OF CONCRETE) SHALL NOT BE FOUNDATIONS CHAPTER 4 DESIGN I I. I � STRONG-TIE CONNECTORS MODEL No. BC52-2/4 LU aa�� 8 LESS THAN 5% OR MORE THAN 7%o/ BASED UPON PRESUMPTIVE LOAD °I a I OR APPROVED EQUIVALENT INSTALLED AS PER MANUFACTURES SPECIFICATIONS USE SIMPSON Z-MAX OR HDG CONNECTORS ADDITIVES SHALL BE ALLOWED BEARING VALUES OF SANDY GRA','E1.. MASTIC TO INCREASE CORROSION RE515TANGE n WITHOUT WRITTEN PERMISSION OF` THE AND/OR GRAVEL AT 2000 LBS FER X O +--� 11I LU F 2x4 KEYWAY d 4"P.GONG.N1/bxb 10/10 ° I�gSONO6TUP FILLED SOLID w'� 4x4 AGQ COLUMN ARCHITECT ALL CONCRETE 15 TO) BE SQUARE FOOT. CONTRACTOR TO W.W.M.SLAB PROVIDE ° �p FOR ALL �ACO R MBEONNEGTION (J�� 'j,IU MIN. 5,000 F.S.I. AT 28 DAYS & �J,SOO 1Ox20 P.GONG.SPREAD FT6. ° FJCPAN510N JOINT AT WALL T A CONSULT ENGINEER IF DIFFERENT SOIL � MIN 56"BELOW&BADEIKV- P51 FOR GARAGE SLAB, PROVIDIE ALL MATERIALS ARE FOUND UPON CANT d COLUMN BASE MANUFACTURED BY 51MP50N STRONG-TIE MODEL No. GBQ44-5D52 INSTALLED AS PER MANUFACTURERS SLEEVES AND FOUNDATION VENTS AS EXCAVATION OR TEST HOLE, FOR -� b• e" 6'� ° �' 1 SPECIFICATIONS OR APPROVED EQUIVALENT REQUIRED BY NY5 CODE. UNLE55 ALTERNATIVE FOOTING AND #4 REBAR MIN. ° d 4 ° l INDICATED, ALL FOUNDATION FOUNDATION WALL DESIGN 51,GONG.COVER o 0 0 ° i n FOOTINGS ARE TO BE A MIN. 8" DEEP o $ 0 0�� 0� 0 0 - I2"6 P.GONC. SRAI T)E I Q ° ° �8 �8 �8Q I ®36" BELOW GRADE MIN. (Y PROJECTING 6" ON EACH SIDE OF THE ° 0 �n Onn�OnnS f FOUNDATION WALL. PROVIDE TWO #4 TH15 PROJECT COMPLIES WITH THE d ° 2010 RESIDENTIAL CODE OF NEW 6"GOMPAGT FILL J DEFORMED BARS CONTINUOS IN THE PORK STATE 20° 5 MIL POLY VAPOR BARRIER _ I FOOTING. ALL 4 THICK CONCRETE SLABS TO HAVE 6X6 10/10 1,IELDIED - FOUNC)AT10N DETAIL 4 FOUNDATION DETAIL N O m WIRE REINFORCING. ANCHOR BOLTS IN 5 DF_GK STRAFE I NO � z N � z CONCRETE SHALL BE HOOKED 5/8" X 1 _ I _ I SCALE: 3/4 - 1'-0" v O z " 12 AT MAX. 3 O.G. PROVIDE BITUMEN SCALE: 3/4" - I -O SCALE: 3/4 - I -O 1 EXPANSION JOINTS BETWEEN SLAIB5 1 Q AND FOUNDATION WALLS. O � Q a 2, TABLE 5.11 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS TABLE 5.178 SEGMENTED SHEARWALL SIDEWALL SHEATHING REQUIREMENTS w I TADLE 5.1 NAILINO 5CHEDULE A5 PER ANSVAF�PA WFGM-2001 AS PER AN51/AFBPA WFGM-2001 AS PER AN51/AFBPA WFGM-2001 NUMBER OF NUMBER OF STRUCTURAL SHEATHING OR PANEL 5C)INd THREE SECOND GUST JOINT DESCRIPTION COMMON NAILS NAIL SPACING JOINT DESCRIPTION COMMON NAILS NAIL SPACING MAXIMUM NAIL SPACING FOR 5d COMMON WIND SPEED (MPH) 110 FLOOR SHEATHING SHEATHING LOCATION STUD SPACING NAILS (INCHES, D.G.) ROOF FRAMING (INCHES, O.G.) SHEAR WALL LINE BUILDING END WALL MIN. LENGTH OF FULL w " 4 110 MPH ZONE 120 MPH ZONE BENEATH HEIGHT SHEATHING ON ,�,,45 RAFTER TO TOP PLATE (TOE-NAILED): WALL HT. STRUCTURAL PANELS E F E F LENGTH, W (FT.) TO D D O'CO N N E i.L BUILDING SIDEWALL. L (FT.) A R C H I T E C T P:,C. I 12" O.G. SPACING 5 (2) 5d I INCH OR LESS 5d 6" EDGE / 12" FIELD ROOF d GEILINO 12 1.6 PER RAFTER 12" O.G. 6 12 b 12 i 10 (2) 5d GREATER THAN I INCH lad 6" EDGE / 6" FIELD 4' EDGE ZONE , 16 2.1 16' O.G. 6 1.2 b 12 16" O.G. SPACING 5 (5) 5d DIAGONAL BOARD SHEATHING 2O 5.2 TODD 0 CQNNEIL,AIA PER RAFTER 12" O.G. 6 12 6 12 24 3.2 10 (3) 5d 1"x6" OR I"x5" (2) 5d PER SUPPORT FINTERIOR ZONE 16" O.G. b 12 6 12 25 3.5 1.290Veterans Memorial Highway CEILING JOIST TO TOP PLATE (TOE-NAILED): WALL HT. INTO" OR 32 4.3 WIDER (3) 5d PER SUPPORT `Suite 9 2Q ' STUD SPACING MINIMUM NUMBER OF 5d COMMON '' 36 4.5 m"Hauppauge,NYlt788' { 12" O.G. SPACING 10 (2) 5d PER JOIST I. NAILING REQUIREMENTS ARE BASEDON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING SIZE Ir;..• (INCHES, O.G.) NAILS PER SUPPORT 40 5.4 �'x ;G+~• : - SHEATHING 15 NAILED 5 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SHEAR CAPACITIES, NAILING REQU)IREMENTS 50 6.7 P(531)656-66661 I6" O.G. SPACING 5 (5) 5d FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE GONNEGTOR5, 5UGH AS SHEAR PLATES, SHALL BE USED Ixb OR Ix5 SHEATHING 12-Iq.2 2 2 `' 60 5.0 ,;, PER JOIST v� .,.p, .163 )65"667, 10 (5) 5d TO MAINTAIN LOAD PATH. Ix10 OR LARGER 70 `1.4 CEILING JOIST TO PARALLEL RAFTER (F�AGE NAILED): ROOF SPAN SHEATHING 12-iq.2 3 3 50 10.7 `� " i 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE ROOF,GEILINO, a 1 FLOOR GROUND SNOW LOAD 20 FeF 12'-0" 24.'-0" 56'_O° E = NAIL SPACING AT PANEL EDGES (INCHES) 20 5.6 4 REDUCED TO I-16D NAIL PER FOOT. 24 6.7 ljyjym 12" O.G. SPACING 5:12 PITCH (4) I6d (1) Ibd (10) Ibd EACH LAP F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) 25 7.5 ... . . . 16" O.G. SPACING 5:12 PITCH (5) I6d (q) I6d (15) led EACH LAP 3. GORRO51ON RES15TANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL 32 5.q REQUIREMENTS. I. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE M 12" O.G. SPACING 4:12 PITCH (5) Ibd (5) Ibd (5) I6d EACH LAP ATTACHMENTS SHALL BE USED 36 10.0 _ W' O.G. SPACING 4:12 PITCH (4) led CI) led (10) I6d EACH LAP RAFTER TO TOP PLATE / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 3.4A ANSI/AFBPA WFGM-2001): 40 II.I r s G `\ 1. PERSCRIPTIVE LIMIT5 ARE BASED ON ASSUMPTIONS IN TABLE 5.4 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUDFRAME f 50 12" O.G. SPACING 5:12 PITCH (5) Ibd (4) I6d (6) led EACH LAP MEMBERS WITH G > 0.4q. 60 16.7 16" O.G. SPACING 5:12 PITCH (5) Ibd (6) Ibd (5) led EACH LAP 2. TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXF05UFIE B FOR FRAMING MEMBERS WITH 0.42 < G <D.4q, THE NAIL SPACINGS SHALL BE REDUCED TO 6 s f L r INCHES O.G. �. 70 Iq.4 12" O.G. SPACING 7:12 PITCH (5) Ibd (5) Ibd (5) Ibd EACH LAP 50 22.2 p e, I' ' 3. WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND o ROOF,CEILING, ff � FLOOR 4'� o I, 8 16" O.G. SPACING 7:12 PITCH (5) Ibd (4) Ibd (6) Ibd EACH LAP AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 5. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TOBE 25 11.8 5UB51TUTED FOR COMMON NAILS 12" O.G. SPACING q:I2 PITCH (5) Ibd (5) Ibd (4) Ibd EACH LAP 52 15.5 16" O.G. SPACING q:12 PITCH (3) I6d (3) Ibd (5) I6d EACH LAP `, TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 5 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE 4. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN EXF05URE B. 36 15.2 /`hJ�� e �C� 12" O.G. SPACING 12:12 PITCH (3) Ibd (5) Ibd (3) I6d EACH LAP RIDGE TENSION STRAP CONNECTION (TABLE 3.6A AN51/AFBPA WFGM-2000: 40 16.5 - I6" O.G. SPACING 12:12 PITCH (5) Ibd (5) Ibd (4) Ibd EACH LAP 50 21.1 j CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED): ROOF SPAN 1. TABULATED CONNECTION REQUIREMENT5 SHALL BE PERMITTED TO BE MULTIPIED BY 0.70 FOR FRAMING NOT LOCATED TABLE 3.28 BOTTOM PLATE TO FOUNDATION CONNECTION !! GROUND SNOW LOAD 20 P5F 12'-0" 24'-O" 36'-0" WITHIN 5 FEET OF BUILDING CORNERS AS PER AN51/AFBPA WFGM-2001 12" O.G. SPACING 5:12 PITCH (4) Ibd (7) I66 (10) Ibd EACH LAP THREE SECOND GUST �1 V 2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B 110 50 33.7 16" O.G. SPACING 5:12 PITCH (5) I6d (q) led (15) I6d EACH LAP WIND SPEED (MPH) r 12" O.G. SPACING 4:12 PITCH (5) Ibd (5) Ibd (a) Ibd EACH LAP 5. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY DEAD LOAD BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT (V ANCHOR BOLT COMMECTION SUPPORTING SPACING (IN.)''2'5'4 I. TABULATED LENGTH REQUIREMENTS ASSUME A BUILDING LOCATED IN 0 16" O.G. SPACING 4:12 PITCH (4) I6d (1) Ibd (10) Ibd EACH LAP (O.6 X 10 P5F) EXPOSURE B z # RESISTING r 4. TABULATED CONNECTION REQUIREMENT5 ARE BASED ON A 12 INCH RIDGE STRAP SPACING, FOR DIFFERENT RIDGE Q ' 12 O.G. SPACING 5:12 PITCH (3) I6d (4) I6d (6) I6d EACH LAP 1/2 ANCHOR BOLT 2. TABULATED SHEATHING LENGTHS ARE BASED ON SFT. WALL HEIGHTS. � 16" O.G. SPACING 5:12 PITCH (5) Ibd (6) Ibd W I6d EACH LAP STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: I-3 STORIES FOR OTHER HEIGHTS, H, THE TABULATED 5HEATHING LENGTH SHALL BE j RIDGE CONNECTION SPACING (IN.) 12 16 11.2 24 45 72 LATERAL AND SHEAR 30 MULTIPLIED BY H/5. 12" O.G. SPACING 7:12 PITCH (5) Ibd (5) Ibd (5) I6d EACH LAP MULTIPLIER 1.00 1.55 1.60 2.00 4.00 6.00 LOADS zz i 5/5" ANCHOR BOLT 16" O.G. SPACING 7:12 PITCH (5) Ibd (4) led (6) Ibd EACH LAP 1-3 STORIES 3. TABULATED LENGHT5 A55UME WALLS ARE SHEATHED A5 SPECIFIED IN I 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE FRAMING IS 45 SECTION 5.4.4.2. FOR OTHER SHEATHING MATERIALS THE TABULATED v Z 12" O.G. SPACING q:12 PITCH (5) Ibd (5) I6d (4) Ibd EACH LAP ATTACHED IN ACCORDANCE WITH TABLE 5.1. THE RIDGE STRAP AND ADDITIONAL NAILING 15 NOT REQUIRED. LENGTHS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE 16" O.G. SPACING q:12 PITCH (3) Ibd (5) led (5) Ibd EACH LAP I. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 ADJUSTMENT IN TABLE 3.17D. aw F o b. WHEN COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IDd COMMON NAILS REQUIRED IN EACH END OF i wp ILIJ* 12" O.G. SPACING 12:12 PITCH (5) led (5) Ibd (5) I6d EACH LAP THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 5d COMMON NAILS IN A STEEL STRAP, OR TH`IE NUMBER OF 4. MINUMUM LENGTH OF FULL HEIGHT SHEATHING SHALL NOT BE LE55 THAN Q z~ 16" O.G. SPACING 12:12 PITCH (5) led (5) Ibd (4) led EACH LAP 12d BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF IDd BOX NAIIL5 IN A STEEL 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR a THE MINIMUM REQUIRED TO SATISFY THE MAXIMUM SHEAR WALL SEGMENT a�!u LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE COLLAR TIE TO RAFTER (FACE-NAILED) SPAN STRAP. ASPECT RATIO LIMITATION IN TABLE 3.17D. a~Two-T T w v LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.20) OR w m o o w z (2) 5d LATERAL AND SHEAR LOADS (TABLE 5.25), FOR OTHER ANCHOR BOLT (2) 5d TABLE 3.5 WINDOW SILL CONNECTION LIMITATIONS SEE SECTION 3.2.1.7 AND 3.2.2.3. 5. TOTAL ROOF SPAN SHALL NOT EXCEED 56FT. BASED ON 5.1.3.4o. z F Q o w o AS PER ANSI/AFBPA WFGM-2001 ENDWALL WIDTHS UP TD 50F7. ARE SHOWN FOR USE WITH THE INSCRIBED z w o TO z o F w P M 20-O (3) 5d BUILDING PROV1510N5 OD 3.1.3.3c. w�a F d z w m La # 5:12 PITCH 24'-0" (5) 5d PER TIE TREE SECOND GUST 11O 3. TABULATED ANCHOR BOLT SPACING FOR LATERAL AND SHEAR LOADS 0)o w o o z m W WIND SPEED (MPH) A55UME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 5.4.4.2. N Ij w w o 25'-D" (4) 5d FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT 32'-D" (4) 5d WINDOW SILL SPAN REQUIRED LATERAL CAPACITY OF w_ d- lu v I SPACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE w= m°°w° T_ 36 O (5) 5d (FT.) CONNECTION AT EACH END OF z d T o a m F O ADJUSTMENT FACTOR IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT w o$z F o w v H WINDOW SILL PLATE (LBS.) o�w�z�4woo� 12'-0" (2) 5d 2 132 SPACING EXCEED 6 FEET ON-CENTER. p Q Q z?a o Ib'-O" (2) 5d Qo�w~Qlyo�v} 4 265 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WI TH A m w, p w>o p$o m I kn (2) 5d 6 3q7 TABULATED LATERAL VALUE FROM TABLE 5.5 GREATER THAN 2b2 PLF, o o=o j w o Q N C; j ! 4:12 PITCH 24'-0" (3) 5d PER TIE 5 52q LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM Q o o` o z w o ' 25'-O" (5) 5d TABLE 5.5. N w Q QO>wx0 w tYF f 52'-O" (4) 5d 1122 6q�1 12'-D" 1) 5d 14 q26 N� NowomF�o 1 16 1055 TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS z 1p I Ib'-O (2) 5d AS PER ANSI/AFBPA WFGM-2001 z m > a N~z o 4 20-O (2) 5d I. TABULATED UPLIFT AND LATERAL CONNECTION z v w x o o Z 5:12 PITCH 24'-O" (2) 5d PER TIE THREE SECOND GUST 110 Q Q w Q Q REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED WIND SPEED (MPH) w w w Q z Q (5) 5d BY O.q2 FOR FRAMING NOT LOCATED WITHING 5 FEET o a o Q BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT 32'-O" (3) 5d OF BUILDING CORNERS. ANCHOR BOLT COMMEGTION SUPPORTING SPACING (IN.)'� (5) 5d (I) 5d 2. TABULATED FRAMING LOADS ASSUME A BUILDING RESISTING t LOCATED IN EXPOSURE B. 5 FT. END ZONES 1p (2) 5d i-3 STORIES 20'-0" (2) 5d RAFTER / CEILING JOIST HEEL JOINT CONNECTION (TABLE 3.cIA ANSI/AFBPA WFGM-20012: 3q 6:12 PITCH 24'-0" (2) 5d PER TIE UPLIFT LOADS 25'-O" (2) 5d I. NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 2590 IF NAILS ARE CLINCHED 1-3 570RIE5 INTERIOR ZONES 32'-O" (5) 5d 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOADBEARING WALL, HEADER 45 (5) 5d OR RIDGE BEAM 12'-0" (1) 5d 1. PERSCRIPTIVE LIMIT5 ARE BASED ON ASSUMPTIONS IN TABLE 5.2 (2) 5d 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAF BEARING (2) 5d WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENT5 SHALL BE PERMITTED TO BE REDUCED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR PROPORTIONALLY TO THE REDUCTION IN SPAN LOADS, THE MAXIMUM ANCHOR BOLT 5PACING SHALL NOT EXCEED THE 7:12-12:12 PITCH 24'-0" (2) 5d PER TIE LE55ER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2G) OR (2) 5d 4. EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES LATERAL AND SHEAR LOADS (TABLE 3.2B), FOR OTHER ANCHOR BOLT (3) 5d LIMITATIONS SEE SECTION 5.2.I.7 AND 3.2.2.3. 36'-O" (5) 5d 5. TABULATED HEEL JOINT CONNECTION REOUIREMENT5 DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY !: BLOCKING TD RAFTER (TOE-NAILED) (2) 5d EACH END 6. TABULATED HEEL JOINT CONNECTION REQUIREMEN75 ASSUME CEILING J015T5 OR RAFTER TIES ARE LOGATIED AT THE RIM BOARD TO RAFTER (END NAILED) (2) I6d EACH END BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE THE TABULATED HEEL JOINT CONNECTION REQUIREMENT5 SHALL BE INCREASED BY THE FOLLOWING FACTORS: UPLIFT STRAP CONNECTION REQUIREMENT5 WALL FRAMING (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 5.45) i CEILING HEIGHT/ HEEL JOINT CONNECTION TOP PLATE TO TOP PLATE (PAGE NAILED) (2) I6d PER FOOT ROOF RIDGE HEIGHT ADJUSTMENT FACTORS FASTEST MILE WINDSPEED (MPH) FASTEST MILE WINDSPEED (MPH) O TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) I6d JOINTS - EACH SIDE 1/2 2 FRAMING FRAMING z STUD TO 5TUD (FACE NAILED) (2) I6d 24" O.G. 114 .5 SPACING ROOF SPAN (FT.) 110 MPH SPACING ROOF SPAN (FT.) 110 MPH HEADER TO HEADER (FACE NAILED) Ibd 16" O.G. ALONG EDGES V5 125 (IN.) NAILS IN EA. END OF (IN.) NAILS IN EA. END OF [aj (1O D O 5 TOM PLATE TO STUD WA 8 HT (2) Ibd 1/6 11.2 lY4"x20 GAGE STRAP Y4"x2C GAGE STRAP ~ 12'-0" (2) 5d 12'-O (2) 5d La to (3) I6d I6'-D" (2) 5d 16'-O" (2) 5d 12 (4) I66 PER 5TUD 12" O.G. SPACING 14 (4) I6d TABLE 5.10 ROOF 5HEATHING ATTACHMENT REQUIREMENT5 FOR WIND LOADS 20'-O" (2) 5d 20'-0" (5) 5d ( I6 (4) Ibd AS PER ANSI/AFBPA WFGM-2001 12 24'-0" (2) 5d 1`f•2 24'-0" (5) 5d 15 (4) I6d STRUCTURAL SHEATHING MAXIMUM 25'-O" (2) 5d 25'-O" (5) 5d LU 9 20 (4) Ibd RAFTER/TRUSS NAIL SPACING FOR 5d COMMON 52'-0" (5) 5d 52'-0" (4) 5d � e 8 (2) I6d SHEATHING LOCATION SPACING NAILS (INCHES, O.G.) 56'-D" (3) 5d 56'-01. (4) 5d 11 > 10 (3) I6d (INCHES, O.G.) 110 MPH ZONE 120 MPH ZONE 12'-0" (2) 5d 12'-O" (5) 5d 12 (4) I6d E F E F ! I6" O.G. SPACING 14 (4) Ibd PER STUD 16'-O" (2) 5d 16'-O" (3) 5d I6 (4) I6d INTERIOR ZONE 12" O.G. 6 12 6 12 20'-O" (2) 5d 20'-O" (5) 5d I6" O.G. 6 12 6 12 16 24'-0" (5) 5d 2`i 24'-O" (4) 5d S (4) I6d 12" O.G. 6 122 6 122 25'-O" (3) 5d 25'-O" (4) 5d O v 20 (4) I6d PERIMETER EDGE ZONE BOTTOM PLATE TO FLOOR JOIST, BAND.JOI5T, 16" O.G. 6 12� 6 6 32_0 (3) 5d 32'-O" (5) 5d ll� ,,II '' I (2) I6d PER FOOT GABLE ENDWALL RAKE OR RAKE TRUSS s 1� l u ENDJOIST, OR BLOCKING (FACE NAILED)) 6 6 4 4 36-O" (4) 5d 36'-O" (5) 5d x f W/ LOOKOUT BLOCK 'yam FLOOR FRAMING GABLE ENDWALL RAKE OR RAKE TRU55 JOIST TO SILL, TOP PLATE OR GIRDER (,'TOE NAILED) (4) 5d PER JOIST W/0 RAKE OVERHANG 6 6 6 6 O BRIDGING TO JOIST (TOE NAILED) (2) 5d EACH END BLOCKING TO JOIST (TOE NAILED) (2) 5d EACH END RAFTER/TRUSS MINIMUM NUMBER OF 5d COMMON O 7 z SHEATHING SIZE SPACING NAILS PER SUPPORT I BLOCKING TO SILL OR TO TOP PLATE (70E NAILED) (5) I6d EACH BLOCK (INCHES, O.G.) LEDGER STRIP TO BEAM (FACE NAILED)! (5) I6d EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILEID) (5) 5d PER JOIST Ix6 OR Ix5 SHEATHING 12-Iq.2 2 2 O BAND JOIST TO J015T (END NAILED) (5) Ibd PER JOIST t IxlO OR LARGER Q O BAND JOIST TO SILL OR TOP PLATE (TD)E NAILED) (2) Ibd' PER FOOT 5HEATHING 12-Iq.2 3 3 ,� 1 ROOF SHEATHING E = NAIL SPACING AT PANEL EDGE5 (INCHES) J 4f n-1 Z STRUCTURAL PANELS 5d *SEE TABLE 3.I0* F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) `J 1 LU I. LU DIAGONAL BOARD SHEATHING I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDINO 4 FEET ON EACH SIDE OF O ! I"x6" OR "x5" (2) 5d PER SUPPORT THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE USED Ld� n/ 6 INIO" OR WIDER (5) 5d PER SUPPORT CEILING SHEATHING 2. TABULATED 12 INCH. O.G. NAIL SPACING A55UMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS WITH G > 0.4q. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.41, THE NAIL SPACING SHALL BE REDUCED BY 6 INCH. O.G. GYPSUM WALL BAORD 5d COOLERS 7" EDGE / 10" FIELD i n WALL SHEATHING 3. TABULATED b INCH. O.G. NAIL SPACING A55UMES SHEATHING ATTACHMDTO RAFTER/TRU55 FRAMING MEMBERS WITH < G > 0.4q. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.41, THE NAIL SPACING SHALL BE REDUCED BY 4 INCH. O.G. s STRUCTURAL PANELS 5d *SEE TABLE 3.11* Q r 4. TABULATED 4 INCH, O.G. NAIL SPACING A55UMES SHEATHING ATTAGHEDTO RAFTER/TRU55 FRAMING MEMBER5 WITH FIBERBOARD PANELS 7/Ib" rod' 3" EDGE / 6" FIELD G > 0.4q. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.4q, THE NAIL SPACING SHALL BE REDUCED BY 3 ING H. O.G. t- f 25/52" 5d' 3" EDGE / 6" FIELD �Q N m 5. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN EXPOSURE B I GYPSUM WALL BOORD 5d COOLERS 7" EDGE / 10" FIELD V I z HARDBOARD 5d *5EE TABLE 3.11* N Z I PARTICLEBOARD PANELS 5d *5EE MANUFACTURER* v 0 Z a DIAGONAL BOARD SHEATHING # j ' I"x6" OR 1"x5" (2) 5d PER SUPPORT m "xl0" OR WIDER (5) 5d PER SUPPORT }} O Ca 0 Ca i Y 1 }{0 5QX22XIQ P. GONG. 10 -01 10 1. TOTDD O'CONNEIi 18'-O" — — — — 42'-O" _ _ I 01 5QX2QXIQ I W W �'� �— -Z II'-II" I ARCHITECT P.C. P. GONG. PAD — — 6-7" 13'-6' - --z�- -� - - - - - - - - - - - - - -2 I - - - - - - - - - - - - ~— — ~ — — — — — ll - - - - - - C'S C'S t i — Q 13'-O Q o TODD O'CONNELL,AIA i N N IF 36" HIGH HANDRAIL _ 1200Veterans Memorial Highway I O WITH SPINDLES X X Q � suite iZO, SPACED LESS THAN ' ! ' - - - - - - - - - - - - - - - - - J I iv iv \Z X Nauppauge,4NYi1788 - e I 4" APART TO CODE -. _ ;, 1-7 ;•: II N (V l �1 ( 2"x5" R.R. a 16" O.G. 2"x5" R.R. a I6" O.G. ,, b3��650-66664 ,p 8" POURED GONG I 4 X4 AGQ P05T » 311)6so-ass ', FOUNDATI N WALL v �2 y2 2"x4" G.T. a Ib" O.G. ." ::: #�„•. 2- -III " 1Ox20 P. G NC. FOOTING 2 xb 30-4 +516} 7-7 \—N/(2) #4 R BAR W/ 2"x4" I t I _ sk NOTE: DOUBLE ALL F.J. = I ® ® __ — ... • • .173W(0111 KEYWAY; IN. 36" BELOW I N DROP FDUND TI01�1 GRADE. (TYPICAL) UNDER PARALLEL WALL FOR DOOR PARTITIONS ABOVE 4 CONCRETE SLAB I N 4" CONCRETE SLAB W/b MIL V.B. ON 4" COMPACTED GRAVEL 5611 5 . PIPE COL. " ON 4" COMPACTED GRAVEL iv 3Ys" ST. PIPE COL. ON COMPACTED SOIL W/ 2 "x24"xl2" I � wK ON COMPACTED SOIL W/ 24'x24"xl2" (TYpI AL)POURED CONC. FTC. , . I I 3 POURED GONG. FTC. — — -1 (TYPICAL) CELLAR I Y PLAN I p FLAN ' GARAGE ' I I PEOK PLAIN ROOF FLAI�I N - _ O N _ �� N O cv WI4X"I4 STL. I I -1'-4%2" '1'-4" 6'-8" p O - - SCALE: r/4" 1'-O" „ I I SCALE: I/4 I -O b O ry iy I PT. LOAD L L J — J I N t'��°� _i FROM ABOVE I I k BEAM L — J 3Y2" ST. PIPE COL. i I I POCKET N W/ 24"x24"xI2" s/B" TYPE-X SHEETROGK POURED GONG. FTC. WALLS AND CEILING 3Y2' ST. PIPE COL. _ W/ 45"x45"x24" v (2) 2"XIO" FLUS11 (TYPICAL) POURED GONG. FTC. L I ASPHALT SHINGLES TO BE SELECTED 12 6 OVER 15# BUILDING FELT _ _. cn DROP FOUND TIO7`y NOTE: DOUBLE ALL F.J. ® - �t I ASPHALT SHINGLES TO BE SELECTED ' I I 4x3 ALUMNIUM GUTTER W/ 3x4 OVER 15# BUILDING FELT FOR DOOR UNDER PARALLEL WALL -_ I I I PARTITIONS ABOVE > > X - ALUMNIUM LEADER TO BE — J LL tL a N 5" POURED GONG I ( SELECTED BY OWNER 4x3 ALUMNIUM GUTTER W/ 3x4 FOUNDA ON WALL ALUMNIUM LEADER TO BE 0� �I 1Ox20 P. GONG. FOOTING I SELECTED BY OWNER ry N W/(2) #4 EBAR Wr 2"x4" ! J - - - -- - - - - - - - - - - - ` ` I I 36" HWTHSPIND EIS Z L — — — -I � � � GRADE.KEYNAY' MIPIGAL)BELOW .t (O SPACED LE55 THAN O }- t , ,A L- - - — — — — — — - - — - - - - — - - - - - J I 4" APART TO CODE `J Z ` N — — — — — — — — — — — — — — — — — — I— _ It u 36" HIGH HANDRAIL ~ a { o - - - - - - - - - - - - - - L - - - - - - — — � - - - - - - - - - - - - - - =Q _ , WITH SPINDLES DEGKSKIRT w°�=�� o SPACED LE55 THAN ° 'z ! = a LL 4" APART TO CODE w a F v p 013 I — A£Q-tEBGER— —— — " w j m O z� LL V = u�10Jdpd�OQ } 60'-O" µI I S Q O 12"0 SONO TUBE FILLED z z v$Z O*O m m 0.FQZ�th}F p a I i 2"X5" AGQ LEDGER ® CONCRETE MIN. 36" �i Q z*_ v w N _ 6- 7m SOLID W/3000psi v ��O w°O � 1 i LAG TO EXIST WITH �" P 2 I -O' 2' BELOW GRADE (TYP) �v s i AND 6" LAG BOLTS I' O.G. ��)2"XIO„ AG_C2 J z- wFud_�v�z lU v STAGGER TEGO JOISTS TO N 4"X4" AGO POST 5 p Y o-�-o 1 z a m o I v O dam' Z-dw0°� I II z�0p ° OJT} LEDGER WITH ZING COATED I— — — — — — — — — — ---1 EAST �L��T 101� 1�Ofi�T� ELEVATION OR HOT DIPPED GALVANIZED — — — — — — — — 14QX2QXIQ — ` — — — SCALE: 1/4" = 1'-O" SCALE: 1/4 = I -O N ' J " , u O��p�w°QNNu P. GONG. PAD ' ,3�+ '.� -- = ,,rO ILI � I "DID ww Oz 03�nxWd��N �iw O>wF0 LL°�H I � FOU1�DATION PLAN ,�U~g I -- ---- o w,n m d �w ,o z W ( SCALE: 1/4"' = 1'-O" — z z m aQ �4~WQaa Q 3suwOR�'iNsO� Z duwz�ONl�v w 1 ASPHALT 5HINGLE5 TO BE SELECTED ASPHALT SHINGLES TO BE SELECTED w w v°w d z d w$1 IX OVER 15# BUILDING FELT -- - OVER 15# BUILDING FELT 4x3 ALUMNIUM GUTTER W/ 3x4 __-- ALUMNIUM LEADER TO BE 2"XS" R.R. a 16" O.G. SELECTED BY OWNER 56" HIGH HANDRAIL 36" HIGH HANDRAIL WITH 5PINDLE5 i WITH SPINDLES SPACED THAN SPACED LE55 THAN 4" APART TO CODE 4 APART TO CODE 2"XS" AGQ LEDGER LAG TO EXIST WITH �" -P AND 6" LAG BOLTS 1' O.G. DECK SKIRT STAGGER TEGO JOISTS TLEDOER NITH ZINC COATED IOR HOT MIFFED GALVANIZED COMFI051TE DEGKINO 2"X6" AGQ F.J. a 16" O.G. kk (2) 2"XIO" AGQ 4"X4" AGQ P05T --- -- i TEGO HURRICANE W SOUTH ELEVATION GIP o I I 12"0 50NO TUBE FILLED p SOLID W/ 3000pel I SCALE: 1/4" = 1'-0" CONCRETE MIN. 56" 111 j BELOW GRADE (TYP) Q it i 4N iqq t r SEOT I ON I i W SCALE: 1/4" = 1'-0" Z O t �t �lW ! �z- 1 I O vc � � OL ts) z O C) ua I t 4 O r I 0 � ! o I w w DD cv z LU d d O Q N � I W Z 1 ELEVATIONS TOTAL ,,. . AREA = 2 , 460 SQ . FT. F U 2 FOUNDATION PLAN USE GROUP = SINGLE FAa. MILYZ 3A2 3B FLOOR PLAN CONST, TYPE = V13 Q CROSS SECTIONGROUND = LB /SF0.414C SNOW LOAD 4o 0: 5A , 5B PLUMBING PLAN SEI SM IC DESIGN CAT. = C . 6A26B ELECTRICAL PLAN SOIL SITE CLASS = 8 STD , NOTES & DETAILS WIND SPEED (3 SEC. GUST) 120 MPH ,�EREDq�,c c�`�QPv- EXPOSURE CATEGORY = a Lv a. ,, Q �• • MEAN ROOF HEIGHT 33 [ MAX ]C F T 32875 0 ,ANEW� FLOOR LIVE LOAD c N O 1 st FL . = 40 LB /SF o lwlo Q 0) N 0 N 2-n' �EFILAT,ON� 3 0 : L B /S F AILING & CONNECTIONS z 0 o z N REQUIRED. APPMOVED AS kOTED J 5 Ld = L DO NOT,PROCEED WITH ? .Sr/ 1 FRAMING UNTIL SURVEY - N DAfi 0 ' /,P,N ' OFFQUNDATION LOCATION;. NAS�BEEN'APPROVED.,. . �ii' // 7�iY v � � ' w, NOTIfY IUILDiNO DtP TMENT AT N AM TO 4 PM FOR THE cE� PLtMIIEP CERTIFICATION FOL0WINO INIPeCTIONst cn C° ON LEAD CONTENT BEFORE'I, FOUNDATION•TWO REQUIRED Z W o M CERTIFICATE OF OCCUPANC ��R POURED CONCRETE 00 ��uOH,FRAMING,PLUMBING, o � O � 3 _ SOLDER USED IN WATER 5� Lo �R !NG ` CfiRICAL d.CAULKING = Z � * DESIGNED TO TH E V L V WI N G. SUP�'L.Y�Vl�'OT EM CANNOT 4�' �IN ~ ;00 ` N TRUC�IpN�►ELECTRICAL o0 Q w > c EXCEED OF,1%LEAD. M �lfi� M�Ll��►OR G A. a 7a z x — 2 010 RESIDENTIAL CODE OF NEW YORK STATE ��oolr�; U �Io�"LLEt,SEW �, o c,?ui _U - 2005 WOOD ' FRAME CONSTRUCTION MANUAL, SBC HIGH ON � �c � o o Q z WIND � N cnw o � — 2010 ENERGY CONSERVATION -1 22 CONSTRUCTION CODE RETAIN STORM WATER RUNOFF —� PURSUANT TC CHAPTER 236 W P NEW YORK STATE OF THE TOWN CODE. W w W — 2008 NATIONAL ELECTRICAL CODE P�uM$��G O ALL`PLUMBING WASTE f� = cn .0 &WATER LINES NEED OCCUPANCY OR �3 w t� a� TESTING BEFQRE COVERING z � USE IS UNLAWFUL cnJ � z *NOTE: "TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT THESE Of WITl�iOUT CERTIFICATE Lu Q ,�; W PLANS (AND SPECIFICATIONS) ARE: o ®® 1) DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS OF OCCUPANCY z Y n Q W CD APPROVAL M 0659-02-058 ON FILE " o < °- ®®( ) WITH THE DIVISION AND ATTACHED CONDITIONAL APPROVAL LETTER. � Q Z V Q o ooD 2) IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, o Lu 0) _ AV 2010 EDITION. COMPLIANCE IS DETERMINED BY THE USE OF RESCHECK, COMPUTER SOFTWARE z ELECTRICAL Q cv DEVELOPED BY DOE, AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, SECTIONS 502, (n �JJ Gi � LLI Q 503, 5041 AND 505. INDIVIDUAL MODEL PLANS SHALL BE ACCOMPANIED BY A RESCHECK REPORI� ��ECTIC� REQUIRE-7 ��'� m � � W "zQ ~ > �q `�' LliLd cf) En z � aZ c l O V) ` a Z Q Z ' 12FF] W 9 oc�i E EHI z Q o. o' o 1 \�-�EREDgRc 0 - R Q � QPvO q�T '�� PORCH BY B/P a •�Z= ©�32875 �NEW� co N NEEH N w W LLdY� O < N O f- p i �I! _ 0 N to O co i 00 m Z U) W W ALL EXT.STAIRS, STEPS, RAILS & GUARDS TO BE < w = I U DESIGNED, SUPPLIED AND INSTALLED BY B/P I m w x WINDOW GRILLE PATTERNS SHOWN ARE FOR ANDERSEN WINDOWS. GRILLE PATTERNS FOR OTHER MANUFACTURERS MAY BE DIFFERENT. FRONT ELEVATION m —� rn SCALE: 1/4"=1 '-0" c O >- 00 O = 4v d PLUMBING VENTW O) STACK 2 L-- y Q Z r- lip v 7 � Y ZZ � X Q O g a� o � 7 -C3 1 _ 3w oa 030 0 0 Q w7 N Q V) !iE- M py 00 SEE CHO Ea EEI W 00 C — � I� Do) cn z M F- LLI J > z Ld B 9 � Q LLI 0 ®® C� I Z Y Lu �J < p �- ®® Q 0 rn Q Z7- on = I I LEFT ELEVATION I I I REAR ELEVATION ( I I RIGHT ELEVATION I `V LdLd SCALE: 1 /8"=1 '-0" SCALE: 1/8"=1'-0" SCALE: 1 8"=1'-0" J� m o L L �� L L �J / L,J ZQ � Nlz J J LL L LJ (n LL. Z W q .. Q 58'-0" ,7U� 948 plf W 18'-0" 40'-0" C9 Q Z O ------ F - U ------ - --� --- �_ w Z -- ----� POINT LOADS FROW ABOVE ARE DIMENSIONED, OTHERWISE I ( FOUNDATION WALL MAXIMUM SPAN BETWEEN COLUMNS TO BE ** _ I I 11'-10" I I FOUNDATION FOOTING i CL m I O N 0 2'-6" 14'-9" T -9" 13'-9" 500 plf 600 plf 1034 plf 1034 plf O I I I I I I -I- N I I i I I I I r7 T I I I L---J 6,iDr �I I I I �LALLY COLUMN N COLUMN FOOLING CL (!� 032875 OQ- Ar6 STAIRS DESIGNED & NEW CIONSTRUCTED BY B/P o Go UP I I \P N c ✓ N N I i so O " o SQL ' ' 0 N O Q 01 O O o L ------ ' I t� z Z O z V) ---^-- o ---- -� z F O w s N Li v N N U `� 18'-0" 00 13'-6" 13'-0" 13'-6" N � 948 plf ( (D cn N oM Q 00 o14* w _ cy) ��ICrP 00 Y z a z O a x � � � � 0 ° cD F g o -� w Oa 03 �p m z t Q N w v Wto O 0 SEE FLOOR PLAN FOR HOLDDOWN Q � M 00 LOCATIONS AND REQUIRED CAPACITIES w co -C o co Q } Im � w � a_ � (1) WZ � MF— J > 0 oQw z � z Y W Q w Q cl W O.) Q 7 U r7 2 Z m 0° Z7 QI-- CV Ll V) �JJ o L0 w �z< � zt'1 w 11 ^I w NFL z N ate- Q (n o op r 58'-0" 18'-0" 40'-0" 13'-2" 13'-11" 6'-4" 6'-7" ZU . W 12'-0 1/2" 10'-3 1/2" 3'-6 3/4" 5'-5" U 9'-0" 6;-6" 7462 # Q C245 S10g DH 436 5425 # 5'-11" 1 9 3/ DX30 O CW2442 3942 0 2442 2 2! 3042 F 0 00 -_ ___ 0 5242 # /CAR D815 812 0 B36 DW B12 OCD3396 CAR = � W DH 056 S108 --( SB36 SB36 PREP WTDR012 00 O a N ( � ® n BFS48 ' N EM g BKFST z h N o I m n a I ® m 7'-3" x 0 d # I BWBFMK2 x2 $'-10" 5'-8 1 2" M 5242 N I B 4-21 B30 B24 B24 B,24 _ O Q I 0- a 1 V72 o� ( 2" DWR o w n GREAT ROOM KITCHEN 3'-2 1/2" z O zo 17'-5 1/2" x 21'-0" M 23'-2 1/2" x 13'-0 1/2" D30 V5 Q -RAISE CABINETS 3 4"- '� y 5242 # w -CCM CROWN MOLDING W/SOFFITS- 1n `�'---------- R g 2-D26 , o o- EOgR 0 0 0 2 1 1 2" x 16" MICROLAM ROOF 4 1 1 2" x 5 1 2" MICROLAM - CEILING_ in C�� pv� R I I — L 11 - - -i L /_ - - - - Q r iV :- co FIXED CATHEDRAL RAFTERS � 1 1/2" x 9 1/4" MICROLAM - 2ND FLR N N .,. 2186# 5683# to M [3] 2x4s [3] 2x4s � o 5242 # 5# W [3] 2x4s 0. „ � 032875 oCO N_J OF NEVI O o p Om 3 0 Xo NOr �* a _ ✓ N N io 5242 # 1931 # DINING ROOM BEDROOM 3 4 � N s `n of TRANSFER 13'-1 1/2" x 11'-2 1/2" UP 12'-11 1/2" x 13'-3" ^0 0 oN o o v � 01 AC SS O r777777. �� z DH2-3056 1 j o z z o 5242 # *STRA SUB* z O 5 DH3056 DH3056 o I DH3056 DH3056 (n w w 7462 # j I 542 # Q w r n r (:: � n r— r » r n r " r n r n N N 5 -11 5 -11 7 1/2 2 _g 3 -7 1/2 3 -7 1/2 3 -6 -0 U 1* DD 9'-0" cn 4'-1 1/2" 5'_3" 4'-1 1/2" 6'-6i" 6"1 3'-6" 6'-6" 3'-6" I N CD Z cn co 18'-0" 13'-6" 13,-0" 13'-6" Q> I � 0 WINDOW R.O. -ENERGY STAR COMPLIANCE- o 0 p 3 SIZE W H *CAULK UNDER ALL EXTERIOR WALLS* J S z DH2436 2'-4" 3'-6" *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN 9'-0" FIRST FLOOR CEILING HEIGHT 00 w w a— �- FLOORS, CEILINGS AND EXTERIOR WALLS* } DH3049 3 -0 4 -9 *FOAM GASKETS TO BE INSTALLED TO ALL EXTERIOR � Z x DH3056 3'-0" 5'-6" ENTIRE FIRST FLOOR DH2-3049 6 -2" 4'-9' 3:WALL OUTLETS* w F o o �y 3 L` *WALL INSULATION TO BE INSTALLED SPLIT AROUND w o D_ L� O o DH2-3056 6'-2" 5'-6" WIRING AND ELECTRICAL BOXES-NO GAPS* 0 o muj a � w 0 � �0 DHCN235 __3-5 1 4" 3'-5 3 8" *INSTALL MATING WALL GASKET* 120 MPH WIND ZONE FLOOR PLAN NOTES: o � w O 1) WINDOWS SHALL BE PROTECTED FROM WIND BORNE DEBRIS = w don- 0 I *LOW EXPANSION SPRAY FOAM INSULATION INSTALLED AS FOLLOWS: Q c M AROUND DOORS AND WINDOWS* I- � 00 S H E A R WA L L LEGEND IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE W 00 c— c SECTION R301.2.1.2 EXCEPTION, THE BUILDER/ PURCHASER 00 U � ALL FIELD NAILING IS 12" OC SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED EXTERIOR C SEE BELOW FOIR EDGE NAILING PROTECTION, INCLUDING THE FASTENING. Ld SHEAR WALL (436#/LF) 2) WINDOW AND EXTERIOR DOOR DESIGN PERFORMANCE RATING CIO z: >- �— M ® SHALL CONFORM TO IRC SECTION R301.2.1 W J w/ 8d COMMON NAILS ® 6" OC v LISF C 3) SHEARWALLS AND HOLDDOWNS ARE NOTED ON THE FLOOR 0 O Q W Od GH T & VENTILATION SCHEDULE ( ) ® SHEAR WALL (590#/LF) PLAN AS REFERENCED BY THE SHEARWALL SCHEDULE. THE Z Y Of w/ 8d COMMON NAILS ® 4" OC BUILDER/ PURCHASER IS RESPONSIBLE FOR PROVIDING AND Q U) LIGHT VENT INSTALLING ALL HOLDDOWNS AS REQUIRED BY THE SHEAR WALL ROOM AREA SYSTEM DESIGN (8 1/2" x 11") SHEETS w Q O � REQUIRED SUPPLIED REQUIRED SUPPLIED ® SHEAR WALL (730#/LF) Q o o O w/ 8d COMMON NAILS ® 3" OC GREAT ROOM 367 29.4 85.4 14.68 60.62 4) SEE THE FASTENING SCHEDULE ON SHEET 4C (A STAPLE 0 U n _ EQUIVALENT IS INCLUDED FOR THE SHEATHING FASTENING) z m DINING ROOM 158 12.6 23.4 6.32 13.54 Q N ® HOLDDOWN LOCATION 5) SEE THE UPLIFT STRAPPING REQUIREMENTS ON SHEET 4C � aW>- a �I KITCHEN 271 24.7 8.0 10.84 7.20 AND REQUIRED LOAD (n =)JJ � M BKFST 92 7.4 6.0 3.68 20.00 LOAD ( ) # 6) CORNER POSTS INCLUDE 3 STUDS MINIMUM 'A ,� zq o N 11 W z:< nLn - BEDROOM 3 161 11.0 23.4 5.52 13.54 LLJ (A o w c� O .- 40'-0" 15'-11" 10'-6" 13'-7" Z W 1931 # 14'-9" 8'-2" 12'-5" � Q H243 H243 1931 # Z O O I I F I I V V72 O o� O II om I I \ Z w - o o a D24 VD D26 Ld/D24 N 0) ATTIC ACCESS I �/\ 1 0 FS IG - D24 2425# e ER E D,q [2] 11 1/2" x 16" LINEN [2] 2x4s '( R MI R C 2 1 1 2" x 16" MICROLAM - ROOF C 0)LAM - ROOF -[�L - - - _ [2� 1 1 2" x 11 1 4" MICROLAM - ROOF N �.-�\ R 3497# p aa_ [3] 2x3s W p j 0. x 032875 2x4 x 42"H H ALF WALLS QF N ESN in o 1931 # MSTR BDRM BEDROOM 2 r CIO) N N 12'-11 1/2" x 18'-4 1/4" 2x4 x 42"H HALF WALL 12'-11 1/2" x 18'-4 1/4" O a N a TRANSFER CIOo O o o LOFT 0 t0 112 -4 x 9 -6 1/2 241 # z o 3/4 -0 i wDH3049 DH3049 DH3049 !DH 52422 # w a 2'- "-7 1/2� ' ' " 3 -5 PTR 010 a *STRA SUB* 4'-1 1/2" 4' = c" 0-) ele CD 13'-6" 13'-O" 13'-6" Q ( i N o M 00 WINDOW R.O. - - o O _j p 3 SIZE W H A COMPLIANCE- *CAULK UNDER ALL EXTERIOR WALLS* � rn z DH2436 2 -4 3 -6 w ?� *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN 00 Q LiDH3049 3 -0 4'-9" a zz X FLOORS, CEILINGS AND EXTERIOR WALLS* -v DH3056 3'-0" 5'-6" N g v> o DH2-3049 6 -2" 4 -g" *FOAM GASKETS TO BE INSTALLED TO ALL EXTERIOR � o � u- WALL OUTLETS* uj o a 0 0 3 0 DH2-3056 6'-2" 5'-6" *WALL INSULATION TO BE INSTALLED SPLIT AROUND p a z -d o DHCN235 3'-5 1 4" 3'-5 3 8" WIRING AND ELECTRICAL BOXES-�IQ GAPS* FLOOR PLAN NOTES: W ? �, O o _ 001 *INSTALL MATING WALL GASKET* 120 MPH WIND ZONE 1) WINDOWS SHALL BE PROTECTED FROM WIND BORNE DEBRIS J = W O N I AS FOLLOWS: - }; - N !E *LOW EXPANSION SPRAY FOAM INSULATION INSTALLED S H EARWA LL LEGEND IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE � � V � AROUND DOORS AND WINDOWS* w 00 SECTION R301.2.1.2 EXCEPTION, THE BUILDER/ PURCHASER 00 V �� ALL FIELD NAILING IS 12" OC SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED EXTERIOR p c/) c cy) SEE BELOW FOR EDGE NAILING PROTECTION, INCLUDING THE FASTENING. Ld 0 V v 2) WINDOW AND EXTERIOR DOOR DESIGN PERFORMANCE RATING Z }' SHEAR WALL (436#/LF) Z M ® / SHALL CONFORM TO IRC SECTION R301.2.1 W 0 � z O w 8d COMIMON NAILS ® 6" OC LIGHT 8c VENTILATION SCHEDULE (SF) 3) SHEARWALLS AND HOLDDOWNS ARE NOTED ON THE FLOOR O Q i ad ® SHEAR WALL (590#/LF) PLAN AS REFERENCED BY THE SHEARWALL SCHEDULE. THE z W Z rr PURCHASER IS RESPONSIBLE FOR PROVIDING AND BUILDER/ PU Y ®d w/ 8d COMMON NAILS ® 4" OC LLI Q W ROOM AREA LIGHT VENT INSTALLING ALL HOLDDOWNS AS REQUIRED BY THE SHEAR WALL Q O 0- REQUIRED SUPPLIED REQUIRED SUPPLIED SHEAR WALL (730#/LF) SYSTEM DESIGN (8 1/2" x 11") SHEETS w/ 8d COMMON NAILS 0 3" OC �LLJ 0) Q Q MSTR BDRM 231 18.5 19.8 9.24 11.52 4) SEE THE FASTENING SCHEDULE ON SHEET 4C (A STAPLE p m U �"� 2 EQUIVALENT IS INCLUDED FOR THE SHEATHING FASTENING) Z BEDROOM 2 231 18.5 29.7 9.24 17.28 HOLDDO►WN LOCATION Q N o Gj LOFT 106 8.5 20.2 4.24 0.00 ® 5) SEE THE UPLIFT STRAPPING REQUIREMENTS ON SHEET 4C aW>- am AND REQUIRED LOAD _ I cn =O J_J >- W • LOAD # 6) CORNER POSTS INCLUDE (3) STUDS MINIMUM Win Ln LIJ �LLJZ. � z N �� LL. o w a s- al o 0 cn o- I U Z W C� Q ROOF PITCH MAY VARY CONIT RIDGE VENT 18 in /If U SEE ELEVATION DWG #1 Wa X V) 12 Z TYP ROOF 7 30-YEAR SELF-SEALING FIBERGLASS SHINGLES PRE ENGINEERED & THIS ATTIC SPACE OVER 15# ROOFING FELT Ix CERTIFIED ROOF TRUSS DESIGN IS DESIGNED FOR OVER 5/8" AGENCY RATED SHEATHING Q LIGHT STORAGE BITUTHANE 0- AIR BAFFLE BY WMH APPLIED CONTINUOUSLY TO EVES FOR ICE SHIELD p ix R38 INSULATION 1x6 SUB-FASCIA W/VAPOR BARRIER ALUMINUM FASCIA TYP EXTERIOR WALL VINYL SOFFIT 10.7 in2\ft2 VENT REDS, [2] 2x6 SPF #3 TOP PLATES '(� q�Q 2x6 SPF #3 ® 16" OC STUDS ��G' Pv� R W, C'/�; 2x6 SPF #2 SOLE PLATE o TYP INTERIOR WALL Q 1/2" GWB INTERIOR SIDE 1 [2] 2x4 SPF #3 TOP PLATES ' R19 INSULATION WITH VAPOR BARRIER ( STAPLED TO STUDS 07" O.C. - MA only 2x4 SPF #3 016" OC STUDS2x4 SPF #3 SOLE PLATE W 1/2 AGENCY RATED SHEATHING EXTERIOR SIDE 1/2" GWB BOTH SIDES a �j. p VINYL SIDING 32875 Q- WEATHER PROTECTIVE BARRIER O pP IVEW•{ 2x10 SPF #2 0 16" OC FLR JST O Q N Q 1 O N 2x6 PT SILL PLATE o TYP MARRIAGE WALL (SUPPLIED & INSTALLED BY B/P) 1 [2] 20 SPF #3 TOP PLATES Z I 20 SPF #3 ® 16 O.C. g t� 1/ " AGENCY RATED SHTG. MAT.SIDE z o Y 1/2" GWB INTERIOR SIDE s z p FIXED RAFTER MICROLAM BEAM 20 SPF #3 SOLE PLATE o Q o w uj v CROSS SECTION w o af Of SCALE: 1/4"=V-0" 12 TYP SUB-FLOORING °° a 3/4" AGENCY RATED SHTG. N >- CU 0 ROOF PITCH MAY VARY-->SEE 0°G m � � ELEV. DWG #1 � �S 2x10 SPF #2 ® 16" OC FLR JS ( NCD zAIR BAFFLE SQF FtPF Q N N BY WMH -�'1 ��G POST TO SUPPORT R-19 FIBERGLASS INSULATION M MICROLAM c.4 TO COMPLY W/ENERGY CODE m N 0^0 (INSTALLED BY B/P W/VAPOR s o O �R30C INSULATION BARRIER TO WARM SIDE) m 1/ VAPOR BARRIER I 00 Q w m E14Z x z >' p a 00 SEE STANDARD NOTES & �s/is• 0 V) J z x DETAILS - DWG 8 SUPPORTS M i Q' v # & S /P o > z � oa � 30 ', TEMPORARY MEMBERS BY B P o m 3o w p Z LijQ M � N NLW vOl (n 0 U J --1 N v } = Cal Q CnM N 00 STD MARRIAGE WALL WQ o U a vt , c/') Lv r N D (nWZ � J O O Q w Z Y LLj 0 p D_ r 1 A43W72 w Q Z7 Q <a- j utom Z a N o F- 0( mLLJ W �cn LL- z< .) L o� w L I I I d 11 Q �I O1 cn, a i 1 1/4' x 20 GA STEEL UPLIFT STRAPS INSTALLED amROOF SHEATHING AND FASTENED TABLE R PEAK FRMME AND ROOF TRUSS TOPPER RCHORD INTO ROOF \\ U ROOF PEAK INSERT FRAME \\\\ Z ROOF PEAK FRAME 1 1/4' x 20 GA STEEL UPLIFT STRAPS INSTALLED OVER ROOF SHEATHING AND FASTENED PER TABLE INTO ROOF Q STANDARD ROOF TRUSS KNEE WALL PEAK FRAME AND ROOF TRUSS TOP CHORD ROOF TRUSS TOP CHORD — — — — — — — — J ROOF TRUSS TOP CHORD OH FLIP TYPE ROOF RIDGE CONNECTION F �D STANDARD TRUSS (INSERT TYPE) ROOF RIDGE w CONNECTION STANDARD ROOF TRUSS KNEE WALL a- 1 1/4' x 20 GA STEEL UPLIFT STRAPS FASTENED PER Z TABLE INTO ROOF TRUSS KNEE WALL, AFTER ROOF IS ROOF TRUSS TOP CHORD SET, AS SITE WORK rT 0. 0 a %G1 I a 0 EXTERIOR WALL STUD FACTORY MATING WALL STUD �R E D A RC CESPONSIBIUTY� QPU� R ROOF TO EXTERIOR WALL CONNECTION — — �- SET STANDARD ROOF TRUSS TO 1 1/4' It 20 GA STEEL UPLIFT STRAPS O 18' LRESPONSIBILITYJ MATING WALL CONNECTION OC INSTALLED OVER WALL SHEATHING AND FASTENED PER TABLE INTO SECOND AND FIRST W FLOOR STUDS :� • CL EXTERIOR WALL STUD PIHASISEER 012875 Q� SECOND FLOOR PERIMETER BAND RESPONSIBILITY �OF NE`n'�0 SECOND FLOOR CONSTRUCTION V tl NOTE BOX LEGEND TOE NAIL FLOOR PERIMETER BAND TO CEILING OULINES DENOTE RESPONSIBILITY coLATE WITH (2) 16d NAILS O 12' OC V N I .- O N O O 04 FIRST FLOOR CEILING CONSTRUCTION e e 2x6 CEILING PERIMETER BAND —� FACE NAIL EXTERIOR WALL SHEATHING STRIP 70 Z FLOOR AND CEILING PERIMETER BANDS WITH 8d 0 NAILS O 6' OC Z F 0 W Q w = EXTERIOR WALL STUD / U w � SHEARWALLS SHALL CONFORM TO THE SPECIFIC HOUSE SI- `" © SECOND FLOOR TO FIRST FLOOR CONNECTIONS @ DESIGN CALCULATIONS, SEE FLOOR PLAN FOR SHEARWALL EXTERIOR WALL / / AND HOLDDOWN LOCATIONS N a) TRIPLE STUD CORNER POST REQUIRED ® END OF SHEAR _ to W x 20 GA STEELUPUFr STRAP BETWEEN THE FIRST FLOOR Z cn I WALL (FASTENED PER TABLE)AND THE FOUNDATION SHALL BE / TYPICAL EACH FLOOR [3.4.1.1.3] cgs) N EITHER EMBEDDED IN THE FOUNDATION OR LAPPED UNDER THE O M FOUNDATION PLATE AND NAILED. EMBEDMENT SHALL BE A MINIMUM Cole' DD OF T IN A POURED CONCRETE FOUNDATION AND 15' IN A HOLDDOWNS AT EACH END OF SHEAR WALLS SHALL BE AN N j MASONRY BLOCK FOUNDATION. STRAPS EMBEDDED IN MASONRY O LL-j C> 3 BLOCK FOUNDATIONS SHALL BE GALVENRED PER ASTM A-90. THE FOUNDATION BY THE BUILDER/ PURCHASER IN ACCOR SILL PLATES WITH LAPPED STEEL STRAPS SHALL INCLUDE 3' W r SOLARE WASHERS WITH THE ANCHOR BOLTS. THE HOLDDOWN MANUFACTURERS INSTRUCTIONS AS SITE W - v FLOOR PLAN FOR REQUIRED CAPACITIES, TYPICAL EACH FL( CO a w } G % °' +� EXTERIOR WALL STUD Q Q Z Z -Op X FIRST FLOOR PERIMETER BAND / !!^^ N J <T o V W 0 O Bic - I C TOE NAIL FLOOR PERIMETER BAND TO FOUNDATION SILL PLATE w 0O3 <L WITH (2) 16d NAILS O 12.OC Q w Q En F W i N w Q CD FOUNDATION ENGINEERING AND CONSTRUCTION BY BUILDER Cn i w O V 4 "o SILL PLATES, PROVIDED AND INSTALLED BY BUILDER/PURCHASER AS PURCHASER IN ACCORDANCE WITH ALL BUILDING CODE RE( _j SITE WORK, SHALL HAVE FULL BEARING ON THE FOUNDATION WALL V) M AND BE ANCHORED TO THE FOUNDATION, ANCHOR BOLTS SHALL BELOCATED Q EMBEDDE WITHIN MINIMUM OF 7 N A POURED CONCRETE FFOUNDATION LINE OF GRADE W co :E— — v o Q }AND 'S" IN A MMSDNRY BLACK FOUNDATION. TYPICAL HOUSE DIAGRAM � ~cr FOUNDATKN CONSTRUCTION p� W y 1w �„ z M H FOUNDATION ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM (n V) W Z OF 7' IN A POURED CONCRETE FOUNDATION AND IV IN A LL.I J >MASO EACHNEND OF THEOUSILL PLATE AND PACED WITHIN AS FOLLOWS: OF a COMMON I n N Q 0 �Wr� LOCATED NOTES: STEEL UPLIFT STRAP REQUIREMENTS NOTE! I— J Q 0 ®® f' x"OA STL STRAP 8EE NOTE 2 1. TH 0 1/2'ANCHOR BOLT s/B'ANCHOR ear 1. THIS SHEET ADDRESSES THE CONSTRUCTION CRITERIA FOR HOMES THAT ARE TO BE Z � t STORY �"OC M'DC INSTALLED IN REGIONS OF NEW YORK STATE WHERE THE BASIC WIND SPEEDS RANGE FRAMING RooF 2nd FL WALL 1slFL WALL OF ARE ' Z 2 STORY 23.OC 3$'OC FROM 110 TO 120 MPH (3—SECOND CUM. CONFORMANCE IS BASED ON THE SPACING $PAN ROOF PEAK ROOF TO WALL TO 1.I FL WALL TWO STORY SpEEI 3 STORY 15'DO 23'OO OR f STORY TO HOUSE TO Y 0 Q .�■ AMERICAN FOREST do PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR (IN) (FT) FOUNDATION FOUNDATION I�� O W ®® ONE— AND TWO— FAMILY DWELUNGS — 2005 SBC HIGH WIND EDITION (WFCM) Of Q Z j 12 28 a s 2 i SBC w { 2. WINDOWS SHALL ALSO BE PROTECTED FROM WIND—BORNE DEBRIS IN ACCORDANCE ii s 3 z 2 WI 0 QOj Q OA FLOOR TO FOUNDATION CONNECTION @EXTERIOR WALL THE THE PURCHASER° psxui eE YORK STATE SECTION PROVIDINGITHE REEQUIRED 2Z A ACCO m U n _ THE BUILDER/ PURCHASER SHALL BE RESPONSIBLE FOR ENGINEERING AND CODE CONFORMANCE OF THE FOUNDATION AND SILL PROTECTION, INCLUDING THE FASTENING. 24 4 a 4 4 IXCEI z PLATE. THE FOUNDATION MUST BE SUFFICIENTLY DESIGNED AND CONSTRUCTED TO WITHSTAND THE GRAVITY, LATERAL, SHEAR AND PROV Q N j 24 28 S S a 4 lam,/B UPLIFT FORCES THAT WILL BE TRANSFERRED THROUGH THE BUILDING INTO THE FOUNDATION (INCLUDING SHEARWALL HOLDDOWN 3. FLOOR FRAMING SHALL HAVE SOLID BLOCKING ALIGNED WITH THE FLOOR SHEATHING 32 ° a a S w HARDWARE ANCHORAGE) IN THE FIRST TWO FRAMING BAYS No 3. FL I/� W}— LLJ 21 THIS SCHEDULE REFERENCES SPECIFICATIONS FROM THE W FCM TABLE 9.26 SHEA v, J J M LO 7- 4. ROOF FRAMING SHALL HAVE SOLID BLOCKING AUGNED WITH THE ROOF SHEATHING 21 0 TOE NAILED tEd COMMON NAIL CAN REPLACE(11 Sd COMMON NAIL I I I N ACCORDANCE WITH W FCM TABLE a 4. � w �� Z N IN THE 4' PERIMETER EDGE ZONE ALONG THE GABLE ENDS OF THE HOUSE 4. R Z Q to Lo q C� THE (/) N V)LL_ p Q O U z Qa 58'-0" 18'-0" 40'-0" ZV W A 1 1,/2"V TO Q 2ND FLE On TA Z p �- -- --J L-- --- 0 i V ° w DW l�.} HOWER a KIT SINK WC ��JJJ " W /2"V B K FS T 3"D " z I LAV I 1 1�V"D a GREAT ROOM J KITCHEN °C 3"D FRM o ,�E4zE D q� 3"D FRM 2ND FLR 0 2ND FLR oSUPPLIES ° 10 — — — — — — — — — — — — — — N Q N CL ��` 032875 FpF NEON�p N N DINING ROOM BEDROOM 3 Q N o O in N r 0 h 00 c0 O t� z I O z l 0 cn z U 5 I x Urn 00 v) ^ I 18'-0" 13'-6" 13'-0" 13'-6" Q Q N o` M 1 1/2"V TO O rl � O 2ND FLR 1 1/2"V TO > 9'-0" FIRST FLOOR CEILING HEIGHT Y Z >- Z a X 2ND FLR IN ENTIRE FIRST FLOOR w 2, 3-1) FRM N z � 00 3 V 2ND FLR KIT SINK DW LAV WC SH R Q o3 Q O w -v N N LAV 1 2" N > I I I i / to M N I I I I TYP Q O 00 3"D FRM SHOJR \ / I I I I W pp S c p0 V 10 2ND FLR WC I I I I FL p O ccn v W � O � � 4d _ o a� DWV DIAGRAM DW. w KIT SINK z p Q W VI EW A - N TS D = DRAIN , / SUPPLY DIAGRAM z Ybi< r V = VENT VIEW A - NTS • < o ®® FV = FUTURE VENT �, / ------- DRAIN BY BP _ FL = FLOOR LINE Q o w o a SP STAND PIPE DRAIN BY WMH _ o � 0 n = DW = DISH WASHER =_____= VENT BY BP - 1/2 SHUT OFF VALVE Z m WC = WATER CLOSET COLD o Q N �W�-- W FC = FIELD CONNECTION BY B/P VENT BY WMH _______ HOT \ . o m � � z)-i� << B/P = BUILDER/PURCHASER w ;z< N In 2z N J II w w v1 Z ^I a d- ic<L Ln(n o O cn 40'-0" U W LAV c 1 1/20V FRM 1 1/2"D 2"V FRM Q " 1ST FLR Z LAV O I I 1/2"D I I F I I 1 1/2"V WC S WE 3•y I I W I I 3"D D I II I Q. I I 2"V 1 1 " I II I W I I 1/2"D I U I Z_ I I 1�2"V I I I I I I i I Q a. G . 3"D 0 3"D TO SUPPLIES 1ST F 1ST FLR ------- ---- ------- ---- o �rZEDgR 5� R wq�T � — — — — N Q i cn • 0" �� 032875 OF NEON MSTR BDRM BEDROOM 2 co N N 0 0 O Q N Q 0) 0 O O LOFT0 Z z Z o o Z w 5 I a 5. c=i . . . .. . .. . . . U 00 � Lo0.) TO 3"M V I Z (D 13'-6" 13'-0" 13'-6" Q Q N cV x —J E � � 3"MV THRU No t O a- S ROOF 10, w p, z > x le Z z Z a X g � v z 2"V FRM N o m � o 1ST FLR 00 3 LAV WC TUB SHO LAV WC SH R � 3 m o a O O O I p N In _J a � AVM (� I I " V) � w `' � O L- � � TT TT I 1/2 rN t I I I I TYP N y CO /wC �_ ,�I'L, I I I I w o0 0 -� 00 cn > ,iJ TUB/SHO i7 i--- Ld � W Fv GEN BATH MSTR BATH U) w z �' M > / 7/2y ,� 1I h I w J > Q iv 1 1 2"V `3 p / 3/4 SUPPLIES O O Q Lv z� FRM 1ST SHOWER � / » FLR/ cv 3"D TO FROM 1 ST FL Z 0 O o / W / 1 ST FLR 2ffA z Y Lu Q ®® � LAV N y / C/ ) p CL QLLJ V Q OOTQ C•) r4) _ Z7 Q N r Gi/ � aJJ"D TO _ M CD ST FLR W o z m Iw^ z N I I —Q u J LEI Nu5L� (n p Ln I 58'-0" 18'-0" 40'-0" U Z CW9 Q wp 77 Z GFI O j II C 2 4 F g WP 6 4/r 1,3 c4 417 6 18 c --- 4 c U W WIRE7 VHJ 2 t BKFST Z 6 6 4 6 ONLY — I 6 4 L 7 51 2 4 9 I 16 6 J � GREAT ROOM KITCHEN 19 C 6 3-A D FLR BS SDs ---------- 9 SD 2 2 4 O �EFtEDA/R v 610 1 ��QPv� Rto 04 wq<c'�i�, n N 4 PLUATFOR 9 10 8 W o ILB RN R TO BSMT a �� 032875 Q� 9 �3a �OF 0 NEON� 9 9 TO 2ND FL N N INING ROOM 9 10 BEDROOM 3 0 N s 0 0 N M 0 9 9 8 w 10 o 0 o I 8 j sD 10 �` z I 9 z z Y o I Z L) 5: I � � R c'm B 10 I IN 1(0 10 > `t 00 o' 0.) Lo 18'-0" 13'-6" 13'-0" 13'-6" tf) _J O 00 O 3 '-0" FIRST FLOOR CEILING HEIGHT 00 Q w - L. LEGEND CIRCUIT DIRECTORY ENTIRE FIRST FLOOR � g Q � a 0 PANEL BOX N0. AMP WIRE CIRCUIT CIRCUIT WIRE AMP N0. U' wF o06 � 3 110V DUPLEX RECEPTICAL m 3 z O O 1 4 8-4 RANGE KTCHN CNTR,KIT-AFI 12-2 20 2 N . E . C . (�` p LLIa F- w -d 110V DUPLEX RECEPTICAL - SPLIT WIRED 3 KIT CNTR,BRKFST-AFI 12-2 20 4 2008 I `� • E • v • 0 00) @E 220V RECEPTICAL 5 20 12-2 REFRIGERATOR - J w O N I ERA OR GL-KITCHEN 14 2 15 6 F04 — f0 wAu_ ucHr 7 15 14-2 GL-H.BATH, LAUN. DINING ROOM 12-2 20 8 * ALL OUTLETS TO BE TAMPER RESISTANT * Q U �' 00 00 -4- CEILING LIGHT SURFACE MOUNTED 9 15 14-2 GL-G/R,ENT,SDCO-AFI GL-B/R3,ENTRY-AFI 14-2 15 10 * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY 50 MIN. * w 00 W -� O RECESSED LIGHT AT CEILING [ 1� ] (, a v, SNATCH, SINGLE POLE 11 15 14-2 GL-MBDRM,MBTH-AFI GL-GBTH,B R2-AFI 14-2 15 12 * ALL EXT. GFI RECEPTACLES TO BE UV RATED * p �) sNArcH, THREE WAY 13 15 14-2 GL-MBDRM,LOFT-AFI GL-BDRM2,LOFT-AFI 14-2 15 14 * MAX (2) WIRES PER HOLE THRU PLATES [WHEN CAULKED] * w T L.LJ � � 44~ SNATCH, FOUR WAY 15 4P 8-4 OVEN WINE COOLER 12-2 20 16 Z }- FL FANLIGHT FIXTURE PHI RANGE/HOOD FIXTURE 17 4 DISHWASHER 12-2 20 18 W J > Z F H FAN/UGHT ac HEAT CEILING UNIT 19 20 12-2 BATH GFI s 20 ~O Jo Q ® SPECIAL PURPOSE CONNECTION 21 22 z Z + ® JUNCTION BOX 23 24 Y (w Q O AC/DC SMOKE DETECTOR 25 26 O ®® o BELL L7 ® DOOR BELL BUTTON 28 Q -J � � Q Q TELEPHONE OUTLET 29 30 p 5 Ur') 2 TELEVISION CABLE OUTLET 31 32 Q N FO 6 THERMOSTAT 33 34 F— I 'w>- (n J-I :- ®> vncuuM SYSTEM OUTLET 35 36 U Ln F LL.I �Z� � I n Z N .. II CEILING FAN dt LIGHT 37 38 W _Q N I J z �j w a CEILING FAN V). FLOOD LIGHTS 39 40 � �� o o� < < (� c� CD `� 40'-0" U c W Q Z O I I 19 t1 1 I I F I I 19 I I w I I 0 I I O_ I I F FL I I 11 L 11 12 Z 12 I I 11 � 11 12 12 12 11 O9 TO ATTIC SD TO BSMT 12 0 4�RED A)yC, 1ST FLR j Pv� R wq4 y/ . � Q F M — — — — — N Q ) 14 , 13 a F�� 032875 OQ� a OF VENN� 13 14 TO 1ST FL MSTR BDRM BEDROOM 2 cy:) N N 14 O Q N o Q i 13 14 o o •- LOFT 14 0 1 13 13 14 z 0 O 0 Y V) 0 13 N w w w = � 0 0 CO 0 N to 13'-6" Q z i cV Q p —t E >- 00 0 _ W C) Z a) 00 ix Y z Z Q x a v Q w ��- o w 0 30 WN V)2008 N . E . C . � � � �Mow J04 * ALL OUTLETS TO BE TAMPER RESISTANT * U cn !E � * cn ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * w 00 W -c- _ oo * * ALL EXT. GFI RECEPTACLES TO BE UV RATED * W n o rn MAX (2) WIRES PER HOLE THRU PLATES [WHEN CAULKED] * C�; w CD � cnwz —J M ~ z Ywz � o o 0- ®® a Q o0) a O z U � 2 L;j (� a J� N o . m 00 �JLLJ w �Z� 2z N II � Uul�_I jcn� 0 o o WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW NO. M FG' R T'YP E GLASS VENTILATION EGRESS OPENING DOOR NO. DOOR SIZE DOOR TYPE 1849 ANDERSEN 200 D.H. 4.5 2.93 16 1/2" x 25 1/2" = 2.93 SF DX28 2'- 8" x 6'-8" INSULATED, METAL, 9 LIGHT 2436 ANDERSEN 200 D.H. 5.0 3.06 24 1/2" x 18" = 3.06 SF DXZO 3'- 0" x 6'-8" INSULATED, METAL, 6 PANEL 2849 ANDERSEN 200 D.H. 8.6 5.05 28 1/2" x 25 1/2" = 5.05 SF DX301 3'-0" X 6'-8" INSULATED,METAL,6PANEL+1SLIGHT 3036 ANDERSEN 200 D.H. 6.8 4.06 32 1/2" x 18" = 4.06 SF DX302 3'- 0" x 6'- 8" INSULATED,METAL,6PANEL+2SLIGHT j 3049 ANDERSEN 200 D.H. 9. 9 5.76 32 1/2" x 25 1/2" = 5.42 SF DX60 E 21 3'-0" x 6'-8" INSULATED,METAL,DOUBLE,15LIGHT 3056 ANDERSEN 200 D.H. 11 .8 6.77 32 1/2" x 30" = 6.77 SF PS- 6 3'- 0" x 6'- 9" WOOD, SLIDING GLASS DOOR 3449 ANDERSEN 200 D.H. 11 .3 6.46 36 1/2- x 25 1/2- = 6.46 SF WP5-6 3'-0" x 6'-7" WOOD, SLIDING GLASS DOOR 18-FX4049-18 ANDERSEN 200 D.H.- PIC 23.6 5.86 16 1/2' x 25 1 2" 2 = 5.86 SF CN235 ANDERSEN 200 CASEMENT 8. 0 7.20 10 3 4" x 36" = 5.20 SF FLOOR PLAN NOTES 1. Label locations are designated by. 7. All interior and exterior Handrails and/or © State Labels 5. Attic Access(es) on Cape Models are to be Guardrails are installed by Builder/Purchaser IA Third Party Inspection Agency done on site by Builder (Purchaser. DP Data Plate i 2. Maximum height of egress window sills 6. If applied, any part to be finished by builder is 3'-6" Above Finished Floor on site, shall be in compliance with all 3. Refer to order selection form for specific applicable building code irequirements and appliances supplied with this house. under jurisdiction of the local building 4. Bath room fans are rated at 50 CFM. inspector. ( garage, additions, porch, etc ) SUPPLY NOTES DWV NOTES 1. Materials are type A PEX. 2. Water supply shall be securely attached to the building at no 1. Materials are PVC schedule 40. greater distances between support intervals than specified 2. Drainage and Vent piping shall be securely attached to the building Horizontal pipe at 32" at no greater support intervals than specified. Vertical pipe at mid-story (10' max). Horizontal pipe at 4'-0" for 02" or larger 3. Water heater to be supplied and installed by B/P. Horizontal pipe at 3'-0" for 01 1/2" or smaller 4. All supply lines are stubbed through the first floor. Supply lines below first floor supplied and installed by B/P. Vertical pipe at 4'-0". 5. All hot water lines in unheated spaces shall be insulated by B/P. 3. All drainage connections horizontal to horizontal and vertical to 6. All tubs and/or showers to be supplied with anti-scald valves horizontal are long sweep or double 45 fittings. 7. All devices installed with self closing valves (i.e. wash er,dish washer) shall have a water hammer arresting device on the supply line 4. Horizontal vent pipe connections to vertical vent branch or stack supplied and installed by B/P on site, in accordance with all ,-shc!l occur at least 6" above the floor rim of the highest fixture State and local applicable codes. 8. All fixture supply lines 1/2" diameter shall have individual served by the horizontal vent. shut off valves. ELECTRICAL NOTES 1. Electrical panel is rated amps. 10. Door bell button at split entry front doors shall be installed by B/P 2. Non-metallic sheathed cable is type NM-B. 11. One (1] Gn circuit shall be installed in basement by B/P. 3. Wires are installed with insulated staples. 12. A clothes washer circuit shall be installed in basement by B/P if washer location is not incorporated 4. Electric service shall be grounded by B/P in compliance with NEC, state and local codes. into house. 5. All electrical components shall be listed and/or labeled by a nationally recognized testing lab and 13. Receptacles shall not be installed directly over electric baseboard heaters. shall be installed in accordance with manufacturer instructions and locations/use instructions. 14. circuit breakers for electric baseboard heaters are only installed in panels of houses with electric 6. Electric panel shall be located and mounted in basement by B/P, unless noted otherwise. baseboard systems. 7. A service disconnect shall be installed at a readily accessible location nearest the point of 15. Smoke detectors are interconnected and installed on a lighting circuit with no intervening switches on entrance of the service conductors. that circuit. 8. Telephone and television cable options run to the electric panel location. 16. Smoke detectors shall have a battery back-up power source. 9. Door bell wires shall be connected in basement by B/P. 17. Basement smoke detectors are supplied by WMH and installed by B/P. EBB - HEATING NOTES FHW - HEATING NOTES 1. Electric baseboard heating circuits are 20 Amp, 220 Volts with 12-2 non-metallic sheathed cable 1. Baseboard ratings are based on 190' F water temperature at 1 GPM flow rate with 65' entering air. type NM-B. 2. First floor baseboard units are installed with heating pipes stubged thru floor. Second floor heating pipes 2. Maximum wattage per circuit shall be 3750 watts. between baseboard units are installed in floor and/or wall panels. B/P is responsible for interconnection 3. Baseboards are rated at 250 watts per linear foot. between modules and floors. Balance of heating system is to be designed, supplied and installed by B/P. 4. Minimum thermostat range is 45' to 75' F. 3. All heating pipes in unheated spaces shall be insulated by B/P. 5. General lighting receptacles shall not be located above electric baseboard heating units. 4. Minimum thermostat range is 45' to 75' F. 5. Access panels are for the Builder/Purchaser to use in the interconnection of the heating system. These panels may be permanently attached and finished over by B/P after heating system is completed FOUNDATION NOTES PERIMETER BEAM DETAIL 1. The foundation plan is provided for foundation design parameters = only. Complete foundation engineering based on specific site TOP OF FDTN Win Z conditions, applicable local and state codes, to be reviewed and lo.approved by a registered architect or engineer in the state of PERIMETER BEAM a house designation. 2x6 SILL PLATE g (2) 2x10 SPF#2 A Of 0 w 2. The Builder/Purchaser shall be responsible for design, construction w/ 1/2" PLY. and code compliance of all foundation elements including (but not EACH MODULE g O l (7 limited to) structural, plumbing, electrical, heating, energy FDTN WALL I v v Q conservation and fire separation. 1/2"0 BOLT & NUT Co D- 3. Minimum column footing size shall be 2'-6" x 2'-6" x 10" deep. „ LALLY COLUMN 4. Concrete strength shall be 3000 psi or greater. A & WASHER 0 32 O.C. COLUMN FTG 5. Lally column shall be minimum 03 1/2" steel pipe. FLOORS, 48" CLG/ROOF BSMT SLAB 6. Foundation sill shall be preservative treated lumber (supplied TOP of and installed by B/P prior to house delivery and set). There shall STEEL PLATE & LAG be no protrusion above top of sill plates. BOLTS BY B/P FDTN FTG LALLY COLUMN USE GROUP: BUILDER: HOMEOWNER: SERIAL No. PE RA SINGLE THIRD PARTY INSPECTION AGENCY CEDAR KNOLLS ELIZABETH SAKARELLOS 12003.- FAMILY CONST. TYPE: 390 OSER AVENUE SITE: PRODUCTION No. VB HAUPPAUGE, NY 11788 WESTWOOD LANE . GREENPORT, NY 11944 Jl� �T REVISION DATE �y�ys A : STANDARD NOTES 02 20 ,2 0 0 9 A, 01 25 12 '' w G �c DETAILS ' N rn SCALE: m v 0 - N A �' PAGE: O Westchester Modular Homes Inc 30 Rea ans Mill Road, Win dale New York 12594 CHECK DATE ®® Tel (914)832-9400 Fax (914)832-6698 ,