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HomeMy WebLinkAbout30642-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32275 Date: 04/03/07 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 1615 HIAWATHAS PATH SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 3 Lot 58 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 16, 2004 pursuant to which Building Permit No. 30642-Z dated SEPTEMBER 17, 2004 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 ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to GEORGE & CAROL WESSELS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 113234C 01/10/07 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 FormNo.6 11 971 t 9 2013Tr TOWN OF SOUTHOLD BUILDING DEPARTMENT I TOWN HALL -�- r" 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. .�,. 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$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, 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. — 2q �07 New Construction: Old or Pre-exxiisfiing Building: (check one) Location of Property: �2 157 l V W7A \I - ait, House No Street r Hamlet Owner or Owners of Property: 1.96 Qkpj se `t Cl��1 G sl ids Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 3 Date of Permit. l� Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ AppliCkrit Signature c0 a 1 15 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application _ 1/16/07 376 Dunton Avenue 113234C East Patchogue, New York 11772 (631)286.6642 Issued To: Mr. George Wessels Street: 1615 Hiawath Path Village: Southold Zip: Town: Southold Section: Block: Lot: Contractor: Paul F. Viviano Inc. (L) Lic. # 1591-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool X 1st Floor ❑x Indoor ❑ Basement []Hot Tub L7 Residential ❑Det. Garage❑ Attic ❑2nd Floor x❑Outdoor ❑x Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 5 4 2 2 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: Other Equipment arage extension Hugo S. gurdi President Rough Inspection: Inspector: Final Inspection: 01/1012007 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30642 Z Date SEPTEMBER 17 , 2004 Permission is hereby granted to: GEORGE & CAROL WESSELS 1615 HIAWATHAS PATH SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1615 HIAWATHAS PATH SOUTHOLD County Tax Map No. 473889 Section 078 Block 0003 Lot No. 058 pursuant to application dated SEPTEMBER 16, 2004 and approved by the Building Inspector to expire on MARCH 17, 2006 . Fee $ 150 . 00 Au r ' ed Sign ORIGINAL Rev. 5/8/02 To:'Rob Pape 1 of 2 200502-17 18:32:00(GMT) 831.614.3518 From:Joseph Fischetti PROFESSIONAL ENGINEER 1725 HOBART ROADI PO Box 616, SOOTHOLD. NEWYORK11971 TEL 631.765-2954 • FAX 631614.3516 • ama¢ Oseo@%chailmm Date: February 17, 2005 Reference: Permit#30642 Southold Building Department Main Road Southold,NY 11971 Dear Sir, I have designed a structural girder to make the ridge a structural ridge for the home on 1565 Hiawatha's Path in Southold: The ridge is now supported by(3) 18"microlams and supported at each end by columns.This design is adequate to support the anticipated loads and has been designed in accordance with New York State codes. ��wY e 4P° oaab�° N►� los Ftschetti,P.E. �o��OF SOUTyo� N co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 3��i �o� INSPECTOR *Of soUTyO� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [/ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REP ARKS: / o P 0 0 d DATE 3 INSPECTOR` aOF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL ; [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION / REMARKS: l V�ek DATE INSPECTOR ' © �, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG- [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: iQ � 10 DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] 0 NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE ` Z,2zz-67s INSPECTOR "` �Y 765.1802 BUILDING DEPT. INSPECTION [a OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: OX 7LL J�7 O J U[ /Ji!;/a /1 rc p�eJ DATE INSPECTOR/ FIELD INSPECTION REPORT DATE COMMENTS G/4 � FOUNDATION(IST) d // 6� — aw � FOUNDATION(2ND) — f � /✓p ®O d p pv� ROUGH FRAMING& m PLUMBING INSULATION PER N.Y. STATE ENERGY CODE 3 \ F FINAL b ADDITIONAL COMMENTS (J �'z z m U3k a b H � O z x x 0 h ro H i _ 3—s TOWN OF SOUTHOLD PROPERTY RECORD CARD zz �W�ERO. Y _ S STREET 6 5 VI LLAGE DIST. SUB. LOT �' � - of P lir -�-�'�.e-G�✓' �' FORMER OWNER ACR. tut L C C cre55Ch Nr 2 ✓ Ger> v Z I LV" ^Le/-1e L S TYPE OF BUILDING / n n C' �r e '6.44 n,r O M/'� ,yr l a.l; 0'o� �U SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS ry- q q S' 2 o—n S�2 ao 3 � �' � � ZL /y � 9U � � iv /z 'r, l —� 7 P� - gy96 P C' iIA�S ell-"'V 30 /c�re� � o D t', o �'p4/ 1)1� /D116h'Vj ssen fv sse/s �2-b0 �d AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 tillable 3 Afoodland Swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD 1 D i a 'douse Plot DEPTH BULKHEAD rota) DOCK ■NOON■ min No ���i• 1'li ili �� �� , NOON■■■ ■■■■■■■■■■■■■■■■■■■ ■■■■■M NONE■© �■■■MOON■■■■■ a��,=� NOON■■ M■MMEM■OEMMEMEMEM■■ r i ,fit M■■■MA ©AMMEMENCM■■■■■■■■■■ MEMORIAM EMMENIMMOME NMI �'� . • �,� ,� � ., � ■■MMl11�■ ■■■M■it■�■■AOM■■■■■OM �, � 4 a ,'oar... ■■■O�I�■ ■■■■■l��ul■i!r' ■■■■E■■■E ,01 ■■■E■I�� NOON■l■■O■■■■■■■MM■■ IF NOON■r■■ ��..��.�■©■■■■■■■■■■■ MOMMEMEMEMMEMOMMEMEM M. r • __ •• Ext. Walls �Extension � Porch J yy QQs T .. r d i o + . N 0 L3- N r p' F LA Ej f ti J MAP N � O �'1jy Z�.�1�1 r y 1 O r4T- r I-3 Zz 3FF IA STV=-Au 6 5 r THIS'sus�vEv s'E`Ara�1 t,5 q jyo y . vaunoN or ;i. SECTION UCATI 1I09:pp Tjf€NEW TOp1E STATE EDUCATION _ Y .COPIES Of iN1Y5URVCYTMAP NOT OXA. r r THE LAND SURVEYOR'S INKED SfAl OR Z b 605SED SEAL SHAW NOE BE CON$IDfAED V V 70¢L A VALID TRUE GUARANTEES INDICATEDE;�y$HA4 SUN Q 15 K,O THE PL";SOEf IOT•Ydi?iy f,HE 5UPly In RID.AVP OU MS .?9 .m ST ilTlE iCANST G[TYf.YEyTEI•rT�l Ay !{CY AND' 415 14TF.:p' f R'N TurtOr� IO A.'Yl �vm yY,-E YTiT ITL'8SF ' G,UAP-ANTE EWIQ�THEGH(�AGC�.t4fl m • FNoruYri�1L 1 p5-SO( VEVAUI17It378 ' Yom p,pa DDERIcKVA I T �JYL,P SUFFOLKCI}TAX MAP DESIc;NAT ION° w�. ._ Dis"ri= ,:,UV078,BL.3LOT" S8. LlCEIY5EDLANgSUkV.F.'rCaFLS. . GD 'ENR0QT,N.V. '. 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 www. northfork.net/Southold/ PERMIT NO. 3v6*Z1 Check Septic Form / N.Y.S.D.E.C. Examined ` ,20� Contact:Trustees Approved 20 Mail to: Disapproved a/c Phone: Expiration 20� t Inspector 16 2004 APPLICA ON FOR BUILDING PERMIT Date 14 200 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 removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regul tions,an `�`�R d to admit authorized inspectors on premises and in building for necessary inspec6o (Signature of applicant or name,if a corporatio ) (Mailing address of applicant) 1/ 71 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder W 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. 33 O Fr I Plumbers License No. Electricians License No. Other Trade's License No. /� 1. Location of land which prRels: nopo ed work vt !M one"Do u t t r l 1. r House Number Street Hamlet County Tax Map No. 1000 Section '�Q Block c3i'im'i Subdivision Filed Map No. ' n` (Name) y,au �O(iS.Si9ar,�aA.:at::_r1 •c�.2;c,rr,a;� / i 2. State existing use and occupancy of p ses and intended use and occupancy of proposed construction: a. Existing use and occupancy 1—R I V P- C ems^ e- b. Intended use and occupancy—?n? 3. Nature of work(check which applicable): New Building Addition �4 Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Z5 Ov 0 Fee (Tobe paid on filing tluf application) 5. If dwelling, number of dwelling units lad 4- Number of dwelling units on each floor 7� A. If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. l✓>/� 7. Dimensions of existing structures, if any: Front_S d Pk�Rear Depth Height Number of Stories f� Dimensions of same structure with alterations or additions: Front Sc t r ! NLS Rear Depth Height �/ ' Number of Stories d r 8. Dimensions of entire new construction: FrontaKS Rear Depth Height Number of Stories 9. Size of lot: Front—i ai. 7 3 Rear R 3 Depth 10. Date of Purchase R4 ✓ 2 ( 00 Name of Former Owner Y Awl a �(ti1 G�nR 8' /� C 1r 4-e-sS'tw 11. Zone or use district in which premises are situated 2 E<'t7 L:14+1 R L 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO x 13. Will lot be re-graded? YES_NO A Will excess fill be removed from premises? YES_NO �( 14. Names of Owner of premises ?-C- Qt Address Phone No.631 ?(03 1 a Name of Architect VPh�3� '� "`Z Address37 I-ts Re M%-Ks Phone No 31- 3 - %(W Name of ContractoilW 1Yl cw told Address •0 a-? W Phone No. 63(- 93.9 7 t<x 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO k • 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. STATE OF NEW YORK) SS: COUNTY OF, o I (��llKQO �� S being duly sworn, deposes and says that(s)he is the applicant (Name of in ividua signing contract) above renamed, (S)He is the 6 ct YYl 'Pik" (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. Swo o before me this M y of IC,f'14ZJ,20� Notary Pub ' Signature of Applicant lb.01 dIZ1 cow fir«A1°ai�2W BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / /9'/04 APPLICANT: o j - - DATE SUBMITTED: W,/04 SCTM#DISTRICT: 1,000, SECTION:��, BLOCK:�, LOT: TV- SUBDIVISION: N1i¢' ADDRESS: IM— CITY:CITY: - ZONING DISTRICT: CONFORMING? VD BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP-2Y,( O-Z/C/0 Z-_Lrk5_, INFO BP -Z/C/0 Z- ) INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED *,0 NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8: REQ. LOT SIZE: i ACT. LOT SIZE:2A Q. LOT COV. ..-'po ACT. LOT V. REQ. FRONT 3 PROP. FRONT RE IDE 40 Z ACT. SIDE ✓ REQ. REAR PROP. REAR REQ. lqEIGHT PROP. HEIGHT PROJECT DESCRIPTION: AL-P q,7_rT-V I f= ESTIMATED PROJECT COST• ,Z S-e— A ZVE '/ENGINEER: ,- WATER FRONT? /K6 DESCRIPTION: PANEL # FLOOD ZONE. BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or( 1O0 BED#): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N SEPTIC CERTIFICATION: Y o(JE) NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE:_/ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE _/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o _ DTE: /_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2 : YES NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INTT OTHER TOTAL TOTAL: 73 a SF FEE FEE FEE SF)- _SF)= SFX$ =$ +$ +$ =$ 2. ( SF)- ( SF)= SFX$ =$ +$ +$ =$ 3. ( SF)-( SF)= SFX$ =$ +$ +$ =$ FINAL TOTAL: $ / 5-D NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: Flood Hazards: USE/OCCUPANCY CLASSIFICATI HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N - DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW A DOOR SCHEDULE: MISSLE TEST REQUIREMENTS EGRESS 5.7 S.F.: Y/N i LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N`�% PLUMBING RISER DIA : Y/N LOCATION OF FIRE ROTECTION EQUIPMENT: Y/N TRUSS DESIGN: /N CERTIFICATI : Y/N • ENERGY C CS: Y/N h// - TOTAL COMPLIENCE&(RETURN TO PAGE ONE) - r. s 3'r _ yy 11 MOW T ( / q t . by/ w ++ v �d h t� i i J • � + H r l `1 a -fo L 1' t- A J ` ~I N � Z 1 b a 7 •.11 r \\ - t �• ;/rte . � `Ey" V A N J _ WA 00 i ZOO/ ,L v t Iggglk 1 r AIF , k,41L f. �4 U71}�� - ! i--'- o _ o— -- - - -- -- rt of _ AU_G I i� IDI � Ohl I _--�sz�-SCG arc !. • -- -> \ (Z 2 W I tV v I 7/ .+✓fig � • -Y I I - w I f LbG�'�PE'.t a vE%2 Tf It �1G15 wG I ' - TMuf�E3 rc 41 ICddZ SGj / hFy4R 4 y t � 2 ILI-- - ---- - -- t4 � M _ 9 r\ -- f I - I L -- - --- -- 15�BZ.S��gP. E!�. a vE2 o�F--�+=FTF2S � I u M 1 OtOfAA �. 'ntvi Es Ir - 2���tr�oc__ �.✓/ 1a ;d �F1cE WFNQ-60RN.E DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE AP R VED AS NOTED CODES OF NEW YORK STATE. DATE: B.P.# Gya� RZ FEE: BY: ` NOTIF BUILDING DEPARTMENT AT 4 PM FOLLOWING INSPEOCTIONS:FOR THE OCCUPANCY OR \ 1. FOUNDATION - TWO REQUIRED USE IS UNLAWFUL I \ ' FOR POURED CONCRETE I_- I 2. ROUGH - FRAMING & PLUMBING WITHOUT CERTIFICATE • ' I 3. INSULATION I I 4. FINAL - CONSTRUCTION MUST OF OCCUPANCY BE COMPLETE FOR C.O.ALL THE I I REQUIREMENTSTION OFT EHALL COD SEET OF NEW FLOOD ZONE J I, YORK STATE. NOT RESPONSIBLE FOR COMPLY WITH CHAPTER "4 DESIGN OR CONSTRUCTION ERRORS. FLOOD DAMAGE PREVENTION ` WTHOLO D TOWN CODE. •^ COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES I I AS RECUT ED AND CONDITIONS OF ,- SOUTHOLD TOWN ZBA h I I ULTIPLE SECTION ASSEMBLY: SOUTHOLD TOWN PLANNING BOARD I I I I I 1/4'THICK BOLTS @ 2'OC SOUTHOLD TOWN TRUSTEES •I N.Y.S.DEC UNDERWRITERS CERTIFICATE h I REQUIRED N.T.S. FOR PANEL SPANS: I I I •I I I I I 4'OR WIDER SPAN I I I I I f 23/32'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4') I I I II II 2x4 STRONG43ACKS @ 24'OC I I I I ASSEMBLY: -- 1). SSEMBLY: _1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3'(w/WASHERS)GALVINIZED OR I I STAINLESS STEEL WOOD SCREW @ 1P'O.C. I I 2).ATTACHING STRUCTURAL PANEL-FASTEN TO BUILDING w/ j 19 #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL A A .• WOOD SCREW @ 16'O.C. y�`iN SOyy ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ti 1w #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) n\\, lf�� MACHINE BOLT @ 12'O.C. {!pf" „ r r �L;: J > n CERTIFICATION OF NAILING & CONNECTIONS �� JZP)3;?a• t°. REQUIRED. , ` . NOTCHED RAFTER RAFTER RIDGE RIDGE 4 TYPICAL RIDGE TO :RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER RAFTER TOP PLATE-O TOP PLATE W WALL STUD ALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION ALT0RNATIVE-iRAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER JOIST FRAMING OVER WOOD GIRDER WALL STUD WALL STUD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST DOUBLE JOIST -,FOR UNDER A BATHTUB DOLIBLB JOIST FOR NON-BEARING WALLS A 721A S e4731 WA 3 4- EAU 5-r �is,i I i 7� s - i Dog 70 ILI i M' i 1- x _ ja 4�4 — 15i GPF{--w TS }S--P_ I Alle l JIIII 1 I I I I � I I s� J223'-+4 -tai sof • ���c?-�� i 'v L Tl Cin — -- 15#S:Lb7a�<SP� `.0 vr/Z A�TE2S Z xf�C'l6 ltd SCy�y — ri� �t 4 J211�q:e wwF — 7y 1 i V f 1 I I I 1 I �T`� V/4 T-I O�� i 1 - IN SCy� � a I _ i i llpt��i1� v rs" �¢ U A. " GENERAL NOTES WIND FRAMING NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: 1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar lie is used In leu of a ridge strap,the number of 10d common nails required CONSTRUCTION NOTES`: in each end of the collar to need not exceed the tabulated number of 8d nails in the strap. 1).The information within Nils set of consirraclion documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: 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 tap plate shall be in 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 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 construction details and procedures to ensure a professionally finished,structurally the to the wag stud with uplift connections.Roofs overhanging the rake side or the building soond and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 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 upliR connections in These codes pre to be considered as pan of the specifications for this building and accordance with table 3.3b.When wall studs above do not rail In line with studs below,the should be adhered to even if in variance with the plan. studs shall be altachad.toa common member in the floor assembly with uplift connectors in accordance with table 3.3. 3).Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the-toundaton,sill plate,or bottom plate with uplift 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 responslbnity,for construction coordinating with these plans,nor responsibility for foundation and slab-ort-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and raged in accordance with table 3.3b.When steel straps ere lapped under the precautions and programs In connection with the work.There are no warranties for a bottom plate,3inch square washes shall be used with the anchor bolts.Anchor bolt 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, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5).Refer to the Window and Door schedule for exterior openings. comers. 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior attached with 8d common nails at 6"o.c.at the panel edges and 12'o.c.In the field,and 7).The General Contractor Is to consult with the owner for all built-in items 1(2 inch gypsum wallboard on the interim attached with 5d cooler nails at 7'o.c.at panel such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the fieldahail be in accordance with the length requirements specified in table 3.15a-b. 8).Wind load requirements shall be taken Into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwatls shag meet the requlremants of table 3.15a-b times the appropriate length adjustment rectors in table 3.16. 1).The General Contractor and Mason to review plans,elevallons,details and notes to determine Intended heights of finished floors)abovetypical-grade. 7).INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengthsprovidedin table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respedlvely. 3).Provide 1/2"expansion joint material between concrete slabs and abutting concrete or masonry walls ocpudng in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header andfor girder connections shall be attacfied with uplift.connectians in accordance 4).Any new concrete walls being allached to existing concrete structure shall with table 3.5.Windowsill platesshall be have steel connectors in accordance with table be installed with 114 1110"long at 12"o.c..Use approved epoxy for Installation. 3.5. 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.f.Concrete to be 9),CATHEDRAL CEILING ASSEMBLY: poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge Is to be used as a structural beam,the raftem shall either be notched and to be minimum 3-112 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-lo-ridge fit.Crawls aces 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 p Pattached with the above.requimments. 6x,6 coat lien foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: 7).Damppride exterior of foundation with -mil bituminous waling as per section lied of N.Y.S.Residential Construction Code.A.6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be q1 ACO/aessure treated lumber. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be golvinized or stainless steel. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 21.Girders for deck joists to be(2)2x10,bolted to each post with washers and nuts. FRAMING NOTES Girders on concrete piers shall be anchored with proper steel contractors anchored Into concrete with a minimum 112"d'a x 7"long anchor boll with washers and nuts. 1).All framing techniques and methods as prescriptive design of 1985 SSG High Wind 3).Posts supposing girders shall be anchored to a IZ"xl2"x12"thick concrete fooling. Edition Wood Framing Construction Manual Use a minimum 1/2".diax 7"iong anchor bolt with washers and nuts.Footings Shall be 4 ft.below grade. 2j.Unless otherwise noted,all framing and structural wood material to be 42+BTR. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. otherwise. Ledger to be fastened to building with 1/2"dia.bolls with washers and nuts .. 4).Unless otherwise noted,all bearing wall headers to be(2)200 42+BTR.Doug.Fir. here needed. Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6'above grade. openings.LVL headers to have(3)lack studs and(2)full length studs on each side of openings.Beating wall window sills shag also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 6'0 and 2x6 wall openings between 611 and 8'9.Provide fire to girder(s). and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 5).All Rush beamsnheaders to be installed with heavy duty galvanized hangers and anchors where applicable to all connectingjoists. PLUMBING NOTES 6).Double up floor Joists under walls that run parallel to the floor Joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential Floors to have ceramic file Installed shall be verified for proper load rapacity unless noted Construction Code. on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7).Provide blocking/bridging In now Joists at 8'0 a.c..Use solid blocking in floor joists under all bearing walls. 3).If wail studs,plates or joists are cul out tecta installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure.nd sp with the 8).Provide insulation barges at save vents.behveen rafters.Install draft blacking as stale code and manufacture's recommendation for maximum hole size and spacing permitted. needed. HVAC SYSTEM NOTES 9).Unless otherwise noted,all roofs and walls to have a minimum 112'thick,4-ply Fir 1) Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 10).Unless otherwise noted use 3/4"thick T8G PTS Fir or Advanlech plywood subnoor 21,HVAC subcontradw is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and saewed to floor joists.Finished now to be Installed equipment supplier. over subfioor as per manufacture's instructions. 11).All bathroom walls to have IIT thick moisture-resistant sheelrack.Garage walls and 36 HVAC subcontractor tonal provide final system layout drawing and submit it to the General 1 I Contractor and owner for final review and approval. ceilings and lar i W lace to ck.A 518"thick e taped P d eatrock.and All other parts of banding ELECTRICAL NOTES: to have regular T1Y sheelrack.All walls to bale etl and finished. 121.All roof with a pitch less than 4:12 shall be installed with an Ice 8 Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. approved equal.Flat more shall be applied with a Fiberglas base sheet with an EPOM 2 wo All electrical rk shall be approved by a qualified Underwriter. torch down type material.over. ) 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be Installed with a foam sill gasket and top-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. rC, ,r Ic ,� a4`;3: PLAN CONTENTS: NAILING SCHE��: OCCUPANCY CLASSIFICATION � ESI ROOF FRAMING: RESIDENTIAL q •.' UI IN USE JOINT DESCRIPTION NAIL SPACING NO BUILDING HEIGHT RAFTER TO 8'WALL;3-8d COMMON EACH TOE-NAIL TOTAL 50. FT OF CONSTRUCTION TOP PLATE 10'WALL:4.8d COMMON RAFTER CEILING JOIST 8'WALL:3COMMON EACH TOE-NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TO TOP PLATE 10'WALL:4•B.8 d COMMON JOIST 995 Si HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS A9 PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE - DECKS 40 OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATT!C&w/ STORAGE 20 TO RAFTER WFCM-SBC END . NAIL DESIGN LOAD CALCULATIONS ROOF !GROUND SNOW LOAD) 45 BLOCKING 2-8d COMMON EACH TOE (LIVE LOADS PSF) TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 RIM BOARD EACH END ROOMS (SLEEPING) 30 TO RAFTER 2-16d COMMON END NAIL STAIRS 40 WALL FRAMING: GAURD AILS (ANY DIRECTION) 200 NAIL EXPOSURE CATAGO T JOINT DESCRIPTION Ory SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE TO 2-16d COMMON PER FACE NAIL (ROOF - FOUNDATION) - DETAIL AGE 4 GENERAL NOTE PAGE TOP PLATE FOOT SEE NOTE:1 NAILING SCHEDULE SEG NERAL NOTE PAGE TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL EGRESS SEE FLOORANS AND WINDOW SCHIEPULE STUD TO 2-16d COMMON 2FACE STUD D.C.C NAIL HEADER TO t6d COMMON 16"0.C. FACE HEADER ALONGFAGES NAIL TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1,2 PLUMBING RISER DIAGRAM END JOIST OR BLOCKING FLOOR FRAMING: JOINT DESCRIPTION NQry SPACING NAIL NOTES JOIST TO: PER TOE q-Bd COMMON SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2-Bd COMMON END NAIL FIRE PROTECTION BLOCKING 2.8d COMMON EACH TOE (SMOKE 4 CO2 DET ECTO S) SEE FLOOR PLANS TO JOIST END NAIL BLOCKING TO: 3-i6d COMMON EACH TOE TRUSS DESIGN N/A - STANDA STICK AM CONST UCTION SILL OR TOP PLATE BLOCK NAIL ENERGY CA CU ATIONS RESCHECK 3.5 RELEASE I LEDGER STRIP 3.16d COMMON EACH FACE TO BEAM JOIST NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA JOIST ON LEDGER 3•Bd COMMON PER TOE 70 BEAM JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELO BAND JOIST 3.16d COMMON PER END - FLOOD TO JOIST JOIST NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS BAND JOIST TO: PER TOENAIL •4.< LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED SILL OR TOP_PLATE 2-16d COMMON I FOOT SEE NOTE:1 45 LBS. 120 B SEVERE 4FT. MODERATE SLIGHTTO 11 NONE ROOF TO HEAVY MODERATE SHEATHING: JOINT DESCRIPTION OTY SPACING NAIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: sTRuc7uRAL PANEL 8d AS PER TABLE 3.8 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES WFCM-SBC ATPANELEDGES SUPPORTS IN THE PANEL FIELD I CEILING SHEATHING: 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 NAIL NAIL SEE NOTES:1 (BOTH FIELDS) JOINT DESCRIPTION QTY SPACING NOTES INTERIOR ZONE Bd COMMON @ 6"C.C. Bd COMMON @J 12"O.C. NOTE:2 FOR PANEL FIELD GYPSUM T O.C.EDGE _ WALLBOARD Sd COOLER61y O:C.FIELO GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON(d 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 _ NOTES WALL SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION NAIL OTV SPACING NOTES 1).For roof sheathing within 4 feel of the perimeter edge of the roof,Including 4 feet on each side of the roof peak, STRUCTURAL 8d COMMON AS PER TABLE 3.9 the 4 foot perimeter ad8a zone attachments required shell be used. PANELS WFCM-SBC 7116"OSB 3"O.C.EDGE 2).Tabulated 12 inch o.a nail sparing assumes sheathing attached to rafter/truss framing members with G>0.48. PLYWOOD 6d COMMON 6"O.C.FIELD For framing members with<0.42<G<0.49,the nag spacing shall be reduced to 6 inches o.c. GYPSUM 5d COOLERS 7" O.C.EDGE WALLBOARD 10"O.C.FIELD 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing to rafter I buss framing members with G>0.49.For KI framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches o.c. FLOUR �V JOINT DESCRIPTION NAIL NAJL OTY SPACING NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS: STRUCTURAL PANELS 8dCOMMON 6"O.,C EDGE VOR LESS 12"O.C.FIELD SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4'EDGE ZONE 8d COMMON @ 6'O.C. 8d COMMON Q 12"O.C. SEE NOTES:1,3(BOTHFIELDS) THESE NOTES ARE ONLY TO BE REFERRED TO IF NOTE:2 FOR PANEL FIELD MENTIONED IN SCHEDULE NOTES ONLY. INTERIOR ZONE ed COMMON Q 6'O.C. 8d COMMON Q 12"O.C. SEE NOTE:3 1).Nailing requirements are based on wall sheathing NOTES nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher - THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. shear capacities,nailing requirements for structuralmembers shall be doubled,or alternate connectors, 1).For wall sheathing within 4 feet of the comers,the 4 fool edge zone attachment requirements shall such as shear plates,sha8 be used to maintain load path. be used 2).When well sheathing Is continuous over connected members,the tabulated number of nails shell be permitted 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with to be reduced tot-t6d nail per fool. G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 3).For exterior panel siding,gelvinized box nails shell be permitted to be substituted for common nails. 2ND. FLOOR WALL STUD KING STUDS 2ND. FLOOR PLATE T CRIPPLE STUD SUBFLOOR RIM BOARD HEADER 1­0 WOOD JOIST GIRDER/HEADER IST" FLOOR TOP PLATES JACK STUDS— WOOD TUDS WOOD JOIST IST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST, FLOOR WALL STUD IST" FLOOR PLATE SUBFLOOR SILL GASKET t BOTTOM PLATE O RIM BOARD WALL STUD TERMITEI SHIELD SUB FLOOR DBL SILL PLATES— DOUBLE LATES ID DOUBLE JOIST— OIST DOUBLE SILL PLATE (TO OVERLAP JOINTS) }}} FOUNDATION WALL D FOUNDATION WALLS a e i •D �`r DOUBLE .JOIST FOR NON-BEARING .WALLS 1ST, FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANGHORIRyk yA 0 A a INSC,y/��a�\\ n tt! I J $p • -v zap ' 9 WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RTI5 APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST, FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST, FLOOR-UNDER-SILL PLATE MSTA36 OR RSl6-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND 2 OTHER STUDS FOR ALLOWING ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT ECT CORNER STUD SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATION SILL PLATE TO FOUNDATION RANSFER SHEAR CRAWL SPACE OR FOOUNDATION I STORY 72'OC ;Lr-:A-S EN WITH (2) 16d SILL PLATE TO FOUNDATIONy STORIES 3G OC MON NAILS 9 6" O:C, CRAWL SPACE OR FOUNDAT ON WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57'OC SLAB-ON-GRADE SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS (USP LBP655 OR 13P583) SHEAR WALL -CORNER CONNECTION , ,�✓ip A ftv; C �� N