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HomeMy WebLinkAbout49373-Z �,1t'�SUFFoc�rt� �0 coG Town of Southold 10/2/2023 is y , P.O.Box 1179 "' 53095 Main Rd 4,1 ao� i� Southold,New York 11971 CERTIFICATE OF OCCUPANCY ' No: 44628 Date: 10/2/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 4295 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 76.4-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/21/2016 pursuant to which Building Permit No. 49373 dated 6/13/2023 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: alterations to pre-existing nonconforming accessoKy garage as applied for. The certificate is issued to Wilkinson,Louise of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 0 riz ignature SUFE c TOWN OF SOUTHOLD �o aye BUILDING DEPARTMENT C2 x TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49373 Date: 6/13/2023 Permission is hereby granted to: Wilkinson, Louise 1036 Middle Rd Riverhead, NY 11901 To: construct alterations onpre-existing nonconforming accessory garage as applied for. Replaces BP#40748. At premises located at: 4295 Main Bayview Rd, Southold SCTM #473889 Sec/Block/Lot# 76.-1-7 Pursuant to application dated 1/21/2016 and approved by the Building Inspector. To expire on 12/12/2024. Fees: PERMIT RENEWAL $125.00 Total: $125.00 Building Inspector 4�SvFFot,r�o TOWN OF SOUTHOLD �a aye BUILDING DEPARTMENT D TOWN CLERK'S OFFICE V 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#: 40748 Date: 6/6/2016 Permission is hereby granted to: Wilkinson, Louise 1036 Middle Rd Riverhead, NY 11901 To: construct alterations on pre-existing nonconforming accessory garage as applied for. At premises located at: 4295 Main Bayview Rd., Southold SCTM # 473889 Sec/Block/Lot# 76.-1-7 Pursuant to application dated 1/21/2016 and approved by the Building Inspector. To expire on 12/6/2017. Fees: ALTERATION OF ACCESSORY BUILDINGS $200.00 CO -ACCESSORY BUILDING $50.00 Total: $250.00 ui ding I pector 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: 1. 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. Az &V New Construction: Old or Pre-existing Building: (check one) Location of Property: 47z1EA+y_A) (A) Fou? uty ) House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 77& Block Q / -Lot 07 Subdivision Filed Map. Lot: Permit No. L(o � _Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ f 22 Applican Signatur j�q how*pP SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR FIELD 3 SPS =QI;I FORT A ' 0�, S ' • F�UND�I�ON(1S'S� � �- w rr rwr�lrrwlr►rYwYlrppYr�YrrYlr _ . FONT 4TION(M)) H ROUGH FI2�NCF PLUNMING H TNSULATZON PES N.Y. , • - STATE ENERGY C'ODB IL YNAL 10-13- I P,ki;2 7 l �S' �O FRQ G 1'0,y 7 , ,i r �ri r , T'ti ;C a' ur r+l, in�u'i,Lri 4 [P+'r�V•�� ... Sn CCz ps TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application.- ," Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Fonn Contact: Approved ,20 Mail to: C Disapproved a/c no Phone: Y Expiration ,20 'thy 2 6 X* T JWN UFS OLD APPLICATION FOR BUILDING PERMIT Date , 20 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 coveredby 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 shal I be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole of in part for any purpose what so ever,until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ag(nt, archite , engineer, general contractor;electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation,.signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo ca ion of land on which proposed work will be done: .T Ju AIVi v House Number Street - Hamlet County Tax Map No. 1000 Section Block d Lot 07 Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre'ses and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy _ 3. Nature of w rk (check which applicable): New Building Addition Alteration (JC Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on'filing this application) 5. If dwelling, number of dwelling.units Number of dwelling units on each floor If garage, number of cars 6. If busine��5, commercial or mixed occ t of each type of use. 7. Dimensions o� ng sttstructures, if rod Depth Height Number of St est Dimensions of same structure with alter' 'ratios: Front Rear Depth Height °j'0 Number of Stories 8. Dimensions of entire new construction: Fioni° Rear Depth Height ff r Number of Stories 9. Size of lot: Znt � f'v (S Rear Depth 10. Date of Purchase 'Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning.law, ordinance or regulation? YES NO- 13. Will lot be re-graded? YES NO Will excess fill be,removed from remises? YES N�� g P � ) 03S14. Names of Owner of premises 7/111C�.�o� Address Phone No. `� J Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland o a'freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C.PERMITS MAYB REQUIRED. b. Is this property within 300 feet of a tidal wetland? *. YES ' NO IF YES, D.E.C. PERMITS MAYBE 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 NON * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF.aMRZ&7��1 � L being duly sworn, deposes and sayPQ104eEN p�p licant (Name of individual signing contract above named, Notary Publio, to of New' ork No.01BU6185050 QuaWW In&ftlk County (S)He is the Commisslon Expires April 14,2AQ (Contractor,Agent, Yorporatet6mcer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thisM � ZLP-+f\ day of 1 20,�, &t-n� L 0- - auL:& Notary Public Signat e of Aj6plicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 _. ; 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 „ ' Survey SoutholdTown.NorthFork.net PERMIT NO. q-67 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to; G✓ �'rj� Disapproved a/c Phone: D Expiration ,20 T7 11 B in ector ill JAN 2 1 2016 i i AP LICATIO OR DING PERMIT INSTRUCTIONS .a. This application,MUST be completely.f lled`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.pd Vinises 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. building permit shall expire if the work authorized has not-c©mmebced';within 12 months after the date of issuarioe.:or;has xi&'' 6e n 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 building§, additions, o�alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age , architect, gineer, general contractor, electrician, plumber or builder Name of owner of premises act -e ��i•11 l �'?d d/J (As on the tax'roll-or latesf&e*d) 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: 2 5MAIIQ &140" ®U_: : . House Number Street amlet- County Tax Map No. 1000 Section Block'.''''"""0` " " Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy P d'' e i'd r c b. Intended use and occupancy Q at''a o e / S 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair _Removal Demolition Other Work (Description) 4. Estimated Cost ! �OC� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units W6A Number of dwelling units on each floor If garage, number of cars 6. --If business,'.'commercial of mixed occ ancy, specify nature and extent of each type of use. t)ZA s PC4�v _ 7. Dimension,s.ofekisting structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories v 9. Size of lot: Front ar Depth C/ 7 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated F 4--�2 12. Does proposed construction violate any zoning law, ordinance or regulation? Y S NO__j 13. Will lot be re-graded? YES NO_)(Will excess fill be removed from premise ? YES NO 14.Names of Owner of premises W[L 2XO Address P one No. " 5� Name of Architect L�/ Z Address ,P one No Name of Contractor Address one No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_4 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS.MAYBE QUIRED. 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) C SS: COUNTY OF 50WVC) - Malt my sworn, deposes and says that(s)he is the applicant (Name of individual signing c ntract)a ove name , (S)He is the ( ontractor,4gent,C(horate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me this ? day of20NIE D.BUrdCH / 1 = ,`�y'', L . '•.i ti Rle:ur Public,State of New York - ' No.01 BUe185050 Notary Public QuaNfted In Suffolk County Signaturef A licant Commission Expires April 14, 7 Scott A. Russell °SUFFQ'�_�� ST0]KMWAT]E K SUPERVISOR AW ANA G]EAMI 1E N T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ?iyjO Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ]IDES THIS PROJECT INVOLVE ANY of THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ` ElE. Site preparation within the one-hundred-year f loodplain as depicted - -- -on-FIRM--Map-of--any-"watercourse. - F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval .of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES.to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Pr ional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. ` District NAME: ///n 0 rmu cLon Bloc Lot *"'FOR BUILDING DEPARTMENT USE-ONLY " Contact Information ' Reviewed By: _ SUP — - - - - - - — — — — — — — — — — — Date J 9,? Property Address / Location of Construction Work: — — — — — — — — — — — — — — — f f ' Approved for processing Building Permit. 2 J v lEk I Stormwater Management Control Plan Not Required. E] (Forward Management Control Plan is Required (Forward to Engineering Department For Review.) FORM " SMCP-TOS MAY 2014 C ; 'Zc' Scott A. Russell s°SUFF ST(01K1\�J[WA\T1E1K SUPERVISORI��] A AG)ENt)EN T � r SOUTHOLD TOWN HALL-P.O.Box 1179 tp S 53095 Main Road-SOUTH OLD,NEW YORK 11971Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[(A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[f B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[4 D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑urE. Site preparation within the one-hundred-year floodplain as depicted .on• FIRM--Map-•of.any- watercourse: F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Dalt /'/ v, y� /� ,,D.ist�rict 1 NAME: kojAiSe/ K/� �P�`'�tJ�i / o( 7 l-47 (P Section Block Lot � /,, S 1'_)t�'.f3L•ILlsl�(,t DI_-".. :'ilk 1���11;Nl-til:. ONLY Contact Information: la 3 1-� L16 3� "��� Reviewed By: Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — /� q �" �^ Approved for processing Building Permit. `TL 9,�—N-I)K��I� 6 4yV�/L� �� Stormwater Management Control Plan Not Required. �0 L/-r Ag Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM ' SMCP - _FOS MAY 2014 G Town Hall Annex �� y Telephone(631-1802 54375 Main Road c Fax(631)734-9502 P. O. Box 1179 y Z Southold, NY 11971-0959 oy BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ! I /4 Owner: 4t.(J Location of Property: Baw /� '5'0'-M0 4' Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following locations) (check applicable line): Floor framing, including girders and beams (F) 9 / Roof framing (R) Floor and roof framing (FR) Signature: APJ�Zlvgl Name (person submitting this form): �-- Capacity (check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION (PMS) 0187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 4 1/21' STROKE _......._ ._....._... --------- --- - .. ..DESIGNATION.'.FOR-STRUCTt AL- - .........._......................__. . :...... - _... -- ---- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFICATION SIGN C AP-1ANCE WITH 19 NYCRR PART 1265.1!et WrMSME CODES,DfV(SION DVANR-E TRUSS IDENTIFICATION SIGN •DATE`03/08/2005 NEW YORK K ST•A. S DEPARTMENT O F STATE ?.; DI�JIS�ON" OF''CQDE ENFORCEMENT AND ADMINISTRATION �DEP�RTMENL.OF,-ST�IF�- LIm FEB - 92016 � I February 7,2016 I To Whom it May Concern ' In regard to the date of construction of the garage on my Bay View Road property,I would like to establish some timeline. My father and I worked on building that garage. My father died in November 1962. Previously,we were in the process of getting a brand new car,which turned out to be a 1957 Chevy,(body by Fisher),station wagon.Construction of the garage had to have been completed prior to August of 1957 to house this car. Fo.ur years following,my mother bought the 1961 Ford Galaxy that remained in that garage,until the late 1980s. Louise C. (Drumm)Wil inso e � SURVEY OF PROPERTY AT SOUTHOLD +' TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-76-01-07 SCALE. 1 —30 v� S• APRIL 22, 2016 SSE` 110 v N509� sil OGS �Q• 1M d +4 D LC�L0 L �.� D lto �s �,�°� MAY 2 7 201 BUMDING DE TOWN OF SO DI,D ■=MONUMENT LOT NUMBERS REFER TO 'MAI' OF WEST CREEK DEVELOPMENT" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 6,- 1937. AS MAP N0.,1236. J . LIC. N0. 49618 ANY AL7ERA71ON OR ADD/AON T0. THIS SURVEY IS A WOLA77ON CONIC SURVEYORS, P.C. OF SEC77ON 72O9OF THE NEW YORK STATS EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERAFICATIONS P.O. BOX 909 HEREON ARE VAUD FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA-16,447 80. FT. 1230 TRAVELER STREET 16_113 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 REVISIONS i-------------- ------------------------------ EX.WDW. --------� I , ' RE-FRAME WALLS ' I , I w/2X6 @16"OC I , � � 0I , I , STORM WATER MANAGEMENT DETAILS I , I , ROOF AREA:407 SQ.FT. N.T.S. I , AT 100%WATER RUNOFF:68 CU.FT. I I � PROVIDE(1)8'DIA.X 2'DEEP DRYWELLS (OR EQUAL CAPACITIj I , L DRYWELLS CAPACITY:84.5 CU.FT. ' ' N� a m m o GARAGE/ STORAGE CL M OGEE GUTTER-STANDARD 5" N 'J o " NOTES: I U Z 1),IXECUTION: 1 C) o I A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. .-----------------------, 2).PREPARATION: ' I U ^' / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. O B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. I 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 0 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 0 00 p i a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND X 1 RE-FRAME WILLS ACCESSORIES. N ' w/2X6 @16"0C B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT z CLOSE OFF EX.OH DOOR \ 3).CONCH CT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL I , INSTALL NEW WINDOW ' EXISTING OF DOOR CONNECTION WATERTIGHT. -- -- DRY WELLS TO BE 10'MIN. 4).PROTECTION: TW3 46-2 AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 00 0 COMPLETION. 5'—5" ' 0 0 p C 20'-09f O FLOOR PLAN a SCALE: 1/4" = 1' 0 o 4' I If I •10 STAINLESS STEEL OR GALVANIZED (` SCREWS1 t I f 1 1 WOODW/ ii WASHERS@2"O.C. II I + I + I 12"10.11 12"OC 12' 0 3/4"APA PLYWOOD II I I\\ 1/2"APA RATED SHEATHING 1 / SHEATHING 1 I ` 1 I 1 W I GRADE PLYWOOD II 1 1 (ALTERNATIVIVE:7/16'0.5.9.) I I I (I I 1/2"APA RATED SHEATHING t / GRACE. I z (A TERNA MVE 7/16"O.S.B) Z 0 a110 STAINLESS STEEL , � WOOD OR GALVANIZED D4 DTR2I tll\ I Il I WASHERS SCREWS`. + I 1 I 1 + ®I STUDS I _ If 2 ro -0) 01 GALVANIIED =V WOOD SCREWS WI (LESS THAN 4'-0X8'-0"OPENING) WMHERS0lr0C.WINDOW SILL TYPICAL WINDOW OPENING i 0 I y TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES (LESS THAN 4'-0X8'-O'OPENING) 2-2X4DFN2STUDS CONNECTED -' TOGETHER WITH STAINLESS STEEL ,,.,� OR GPLND NUTS 02S3'O.C. ERS f;;T: 1u�E+' �� 4 Rj AND NUTS D 2b"O.C. YA�+:i"� TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) 4m 1 DRAWN: MH/MS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: I/4"=1'-0" AS PER TABLE 1609.1.4,N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ''� �,�a; `� � JOB� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH MINIMUM THICKNESS OF 7/16" Q' ti' April 28,2016 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1603.1.4 OF N.Y.S.RESIDENTIAL r,;,• �� SHEET NUMBER: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSUREUPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. OF Nr- HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. -r"' REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTUP,E'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL . t CRIPPLE STUD BOTTOM PLATE 0 HEADER RIDGE LEDGER BATHTUB ©e ©� DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION 4PPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WTH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVEF RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ~ THE FLOORS TO EACH OTHER W/ THREAALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. DED ROD. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC N WALL STUD U THROUGH-ROOF EXHAUST VENTS SELECTED AND c w LOCATED BY CONTRACTOR �� K METAL STRAP U 2 RIM BOARD VENTILATION CHANNEL U AS REQUIRED � 0 � e-•i RAFTER SILL PLATE(S) RAFTERSAtNAIN " ATION UWOOD JOISTFOUNDATION TOP PLATEBLOCKING 2x4 LEDGER BLOCKING•STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC 2x4 SOFFIT JOISTAND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WTH A FASCIAMINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0•' O.C. i SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESHCONTIN. SCREENED VENT ON ALL OPENINGS � OPENINGS OF V4 INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / `��' 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS , 2ND. FLOOR WALL / " i RAFTER O I � Q WOOD JOIST E"1 O TOP PLATE ~ GIRDER/HEADER WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. O 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS CCNNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR CCNNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL CASKET r TYP. CONC. FOUNDATION ( n ` 60NC. SLAB MIL. POLE Va i DAMOOF EXTERIOR V GRANULAR FILL , , , , • 6MIL POLYOLYON EXTERIOR \•° e • y � STEEL COLUMN I ' ' % IBM v CONC. SLAB p r•a �\` �� s I v ANCHOR BOLT EMBEDMENT: e ( n 1'p POURED CONCRETE: 7" �% 0 y I . COMPACT FILL —� :e r BLDCK WALL: 151' • y • C • ' p r A KEYWAY FOOTING ` e Q•p �. Q CONC. FTG. —� p Q'p C o' USE WITI- 3x3 SQUARE WASHERS O • a " ;O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �` + — > p � REINFORCING BAR W ANCHOR BOLT CONNECTION FOUNDATION °/8" DIA. ANCHOR BOLT I I I DRAIN TILE i D SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC Z CRAWL SPACE OR FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC O in WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION) ��//'�� _I WALL BOTTOM PLATE TO FOUNDATION " V1 Z O SLAB-ON-GRADE 1-2 STORIES 57OC � C SUB FLOOR � O CONC. SLAB DOOR FRAME N (n 6X6 10/10 WWM GARAGE O_JOIST COMPACT FILL I DOOR i I USE 2X8 STEEL BEAM i FOR BLOCKOUT • 4" SLAB ' P.T. PLATE � W/ 6X6 WMM \ SLOPE 6 . e 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT .• •per < 1 ,� 7 1 2" , •e ••• (WITH A NAILING PLATE I NEEDED) • . �• .p - � n• e TO BE APROX. 1/2" OR HIGHER THAN x.- STEEL a, • ' STEEL BEAM TO ALLOW FOR SHRINKAGE ri G AD • 4.1'-'a----u -s-' . . .• r,''y : a D C e D ' ' ' (PROVIDE STRAPPING TO KEEP JOISTS AUG "pp y"tJ �' ° , ;° l! 6x6 W.W.M. •- �•-° a s° _�n c e . D.,p - , . .'; • DRAWN: MH MS 12" a iD e D <I n a • p p O • 8LOOR. ? r�_ n �, a s 4". SCALE: 1/4 1-0 MIN. >; '� Q'° Q'° �'r s i.. 0' Q REINFORCING BAR "- n • sD e s s i e. II-II ST y D REINFORCING BAR e • O. e ' DRAIN TILE �� O C�\• O O - rr► 1" 4 JOB#: t2" — • Qt L BE 3' r April 28,2016 (e TO 13E �•, SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �" { ,A a�1Z33 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOC KOUT ®F°4`Z� .s f� REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required CTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-3d COMMON EACH BUILDING HEIGHT (SEE PLANS) • TOP PLATE 10'WALL:4�8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-3d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST g Y P Z S P P PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES © e©© OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL N construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 q q P �' P P PP QTY. SPACING DESIGNED FOR CAT.C) m precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY ( � specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL U � ti anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION a ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE 4-16d COMMONrn INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v ,_ O.C. NAIL � attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.: O o0 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS SEE FLOOR PLANS Y a such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL ,y in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U e 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 13-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK d 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. a 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4.8d COMMON JOIST NAIL s).coNNECTIONSAROLINDEXTER1oRWALLOPEN1NGs: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on rade to be 2500P.O..Concrete to be 2•Sd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"0.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMONB EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. (BOTH FIELDS) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6' maximum lifts(layers). P P g � W 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.CJ 8d COMMON @ 4"O.C. SEE NOTES:13 8x16 cast iron foundation vent for every 150 sq.ft.of area. (� attached with the above requirements. TO BEAM JOIST NAIL c) JOIST ON LEDGER PER TOE NOTES O Z 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-9d COMMON JOIST NAIL ~ r7- N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMONQi g p p g. g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 2-16d COMMO w Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF S • For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL I NAIL Z Edition Wood FramingConstruction Manual. QTY. ;PACING 3 .Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For 0 Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) P g g g below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS P:R TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. U 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 Inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION Qom, SPACING4' SEE NOTES:1,3(BOTH FIELDS) EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 5d COOLER; 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 6).Concrete piers shall be a minimum 6"above grade. Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES rT, w openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING T 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMCN AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall v 5).All flush beams/headers to be installed with heavy duty galvini7.ed hangers and �y PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMC 3"O.C.EDGE be used. 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLER; 10"O.C.FIELD � O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. T w >_ other access openings unless otherwise noted(typical). v _ 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Z 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P h' QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS gd COMNO 6' O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. O m Q HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED --I 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Z under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. „�/ Q = requirements. w F- 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE RE-ERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. Lo needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. � � O 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor CV equipment supplier. (n 11).Unless otherwise noted all roofs and walls to have a minimum 1 2"thick 4-ply it d • / P Y F 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.P!ywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edg(.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed hh��11 Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirement for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alterrate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, a, over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. s''c"� •'""" r III/// 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. J 1 �I DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. 1 �' ,, r� J!` to be reduced tol-16d nail per foot 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 �' �..'' 1.7 �i SCALE: 1/4"=1'-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ;, :»`;• ,, approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM SOIL COMPACTION: flame and products of combustion. it' j JOB#- torch down type material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR t '4 Aril 28,2016 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Cod r "».rte; p Q" s SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. r,+SA CZ Q , be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ;^ X223 � 2).COM3ACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: Ol S1 �B DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A�4 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.