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HomeMy WebLinkAbout30481-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31349 Date: 12/23/05 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 500 PRIVATE RD #8 CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 97 Block 3 Lot 18.8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NLY 12, 2004 pursuant to which Building Permit No. 30481-Z dated JULY 14, 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 NON-HABITALE, NON-HEATED ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to THOMAS H & BARBARA SMITH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 5c*Vh 770 = _77A9 g5 541,17Y Form No.6 TOWN OF SOUTHOLD 3O x BUILDING DEPARTMENT TOWN HALL 76s-lsoz a7zho$ue N 1/43S APPLICATION FOR CERTIFICATE OF OCCUPANCY 7-3 y- 7/ 3 This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A For now 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 I%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$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. New Construction:BAP_4)60,4 9 Old or Pre-existing Building: �/ (check one) Location of Property: 3 u�S car CuRS. 5y 5 5"60 C� "4,L, w *g A7Z.4"SAA House No. Street Hamlet Owner or Owners of Property: %f(0_MFk4 $ 32 A R4 5,4 ,77-1 Suffolk County Tax Map No 1000Section 2 Block 0005 Lot 04?, cXP? Subdivision Filed Map. Lot: DateofPermit Applicant: �?,�IYA45 Health Dept. Appr_Qval M A Underwriters Approval: Nl - - - -- Planning Board Approval: At/ / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ c�S — Appliefint Signature co 3113y 9 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. 30481 Z Date JULY 14, 2004 Permission is hereby granted to: THOMAS H SMITH PO BOX 1183 CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NON-HABITABLE, NON-HEATED ACCESSORY GARAGE AS APPLIED FOR IN THE REQUIRED REAR YARD at premises located at 500 PRIVATE RD #8 CUTCHOGUE County Tax Map No. 473889 Section 097 Block 0003 Lot No. 018 . 008 pursuant to application dated JULY 12 , 2004 and approved by the Building Inspector to expire on JANUARY 14 , 2006 . Fee $ 270 . 60 razed Signature ORIGINAL Rev. 5/8/02 �o,\OF SUUl�O6 3 0 7- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ } INSULATION [ FMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Q DATE �� �� �� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. r [ ] FOUNDATION 2ND [ ] INSULATION W [,/(FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION J'� , ' ) EMARKS: w DATE INSPECTOR 3.0 765.1802 BUILDING DEPT. INSPECTION [ ] FQUNDATION IST [ ] ROUGH PLBG. [ /FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c-_ DATE `� Z5 ° `F INSPECTOR 765-1802 BUILDING DEPT. INSPECTION ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:— DATE EMARKS:DATE g 4O a INSPECTOR (aa TOWN OF."MTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB- LOT 7 �,b — r 0 is t' ACR. t REMARKS TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL DATE LF ',�! C%C'• v LIllo l4d- e bu Z6oa PAa7yoo /0 00 r 4S' S or-,;U�/ '_�ot2s j' ccne Z(oca o0 /2, 700fj v 97 8P'7' 9'r3 - , f o't GOO Z t174k 7a ,_� 15 00 00 (haln, roll — ti - ;n l6-D FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT OD y TOTAL - SSS'�vc- 71 1 M. Bldg. Extension Extension Extension Patio Porch Dormer Fin. B. Deck Attic Breezeway Rooms 1st Floor Garage Driveway Rooms 2nd Floor Pool a� v 5 0� $'ti. �!�• fi'��. sC goo 473889 97 . -3-18 . 8 OWNER : THOMAS H SMITH NUMBER# DATE TYPE CO # USE/DESCRIPTION 0/00/00 PERMIT ACCESSORY & FENCE _ 21991 4/05/94 PERMIT 23659 BP #21991Z ISSUED FOR ONE FAMI 24973 6/23/98 PERMIT 26056 ACCESSORY _ 25631 3/22/99 PERMIT EXPIRED _ 27395 6/12/01 PERMIT 27760 ACCESSORY _ 0/00/00 _ 0/00/00 _ 0/00/00 _ 0/00/00 _ 0/00/00 _ F1=More F7=Permit Detail F8=Co Detail F9=Preco F12=New Swis/Parcel F3=Exit -- --- - _____ SUFFOLK CO HEALTH OB►T !iF MOPE' � � � H s No. P,P .- ;Z' N1 E_ 474.59 `,I�I I T -{ 1 STATFiMENT OF IgTLNT —'--- THE WATER SUPPLY AND SEWADE 0000=4 Z !9 t �' AT SYSTEMS FOR THIS RESIDLNCL WIL T ¢' b Wl CHC, t E ( CONFORM TO THE STANDARDS DF T6 f fi wo"\ "- •<n r'�.�J^1.nF :+:J'T-{C' 4 e N Y ( SUFFOLK CO DEPT OF HEALTN SLRVIC0 (SI.. APPLICANT , t ' ..womw Ma IG 2 SUFFOLK COUNTY DEPT. OF Hlg*L . SERVICES - FOR "PROVAL /o CONSTRUCTION ONLY Z DATE N.S.REF NO R10- � sK-nmc 7 qN�>.� Q B'}l •rt'•65 � APPROVED _ ffr SUFFOLK CO TAX MAP D151OM `S 'tS DIST. SECT BLOCK ;6rR � 't.�� ^.,9T 7 1110 l B \.� ' OWNERS ADDRESS 50%1185 V ` `CALF IOC,1* i 1 3 8VJK6 sr. , PkEA �' +^AC VTCHOWEN_T.11474 LMA'FOIX OOVMYDlPAF.:'A5IROF N6LL7N BBIVIC® � �•vIPE ..._ '\ SINGLE FAMILY AAInRI fly% NlYiliNLY pWELL-1N� - - OECD'. 1. P. � m D.rAPR Ill Iffi K&pwr.f;I1;:RJ C'ti;�, �,�.' TEST HOLE 7M wwp bpMEMRLYFLI�Y �o r - rFrlbyeoso171777w :TY I iaYnl�bR�WA0�1' SWrE7 dY/i O�OLIYIwILaaWr a. gxT � - ..ANry I •,hAi�Y�Y AOEMII,FI.DIY I M j WTE5 - �.LOT kr a. rcF TJ ^ 'DC ;rj1ON M P M.'a:J i ��� SEAL NTpsr smw M7ENDFD-JUNE 8, 3.—q_O..QEW�£G_DK DEC.H�I�+ m�`� ' LICENSLD LAND SURVLY'Og7 I[ uuxo GMLE"ll"T New YORK 1l III . A '� Yy Y" 1 f C VAGANT I k � 1 %. 20' E . 1 r 9'S to �+ r► c"R Pet—79 • � � •,fir ` � - � � � 04 1 1 i ,VPCAt i 8uFF011c OOUWY MPAF.: -A NT OF HEALTH sFAVIM SINGLE �IaY OWELLI ONLY - � r 1 FIELD INSPECTION REPORT DTE COMMENTS � . FOUNDATION(1ST) a --------------------------------- 4 c QQ� rA FOUNDATION(2ND) !L-� ti: z V-i, o 0 O ROUGH FRAMING& PLUMBING p y P op INSULATION PER N.Y. STATE ENERGY CODE 42 , J( J U ^^1 T FINAL 0C� r ADDITIONAL COMMENTS 1 z z 00 U 'L d o S z m tv m �e y 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 Plan TEL: (631) 765-1802 PlanningBo approval FAX: (631) 765-9502 ,l Survey www. northfork.net/Southold/ PERMIT NO. O Check ¢M �2 9 Septic Form N.Y.S.D.E.C. , / Trustees Examined 7 L 20 1 Contact: Approved 1 1 11q 20 / Mail to: Disapproved a/c Phone: Expiration 20� uil ' spector p q 12 2004 APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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;jhnd 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 1i4S 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. t (Sigifaffire of applicant or name,if a corporation) P 3or�rd°3 e�4"&j!�6e Nls lovs- (Mailing addressof app�lic ) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder CWA.1 ee, Z4QP C iC41�Z Name of owner of premises / /f0/rIAS /A' ./h z7H (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 whi h pro sed work will be done: 3 QA&IIfs S"T uTT'AaOa House Number Street Hamlet County Tax Map No. 1000 Section O9 Block 3 _ Lot g, Subdivision I`eAmns Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3Fl2.N /S H /STo2g4 F- 3. 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost TZ)000, 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 3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front -T-5- Rear S5 Depth 6 Height 3o Number of Stories Z r Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Z Rear 2-3 Depth Yb Height - Number of Stories Z 9. Size of lot: Front Z TD Rear .300 �Depth .6�jl �� 3. 3o Q AC 10. Date of Purchase /9Q41 Name of Former Owner (mac r OC Sr!/ ��iyYSio.ul 11. Zone or use district in which premises are situated 4-000 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO v ,/ / 13. Will lot be re-graded? YES_NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises IjIOM45 !�rn'/ Address 515AW14- 5i-- Phone No. �39/-7/31 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: 40 COUNTY O Ti�6>gefs &M e 77-/ beiig duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I2}h day of _206_ Notary Public ignature of Applicant NONNIE W. MA27AFERRO NOTARY PUa1e, .%,t, N ik, Yak Ao.S2-#:SlirSd„-$aY#dk ky.„�pAy• BUILDING PERMIT EXAMINER CHECKLIST �[ DATE REVIEWED: _/_/03 APPLICANT: DATE SUBMITTED: _/_/03 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING?_ BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at anytime after REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT, SIDE REQ- REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: _4::f7 usn ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE:_/ /_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N - NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or NO r'. DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or NO �` DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE GE 2 ' YE O NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF 60 FEE FEE FEE < 1. ( �2 SF)- �_SF)= �'J� SF X$'-,C, _$ 1�_+$ 7J_ +$ =$op 70 2. (—SF)- (_SF)= SFX $ =$ +$ +$ =$ 3. (----SF)- ( SF)= SF X $ —=$—+$—+$—=$ FINAL TOTAL: $ C�)�)6 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 12OMPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: 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 AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N / EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) DESIGN LOAD CALCULATIONS WHAZAFUDS TIC AND GEOGRAPHIC DESIGN CRITERIA NEW CODE RING SEVERE GENERAL WIND PROTECTION CONNECTION NOTES MINIMUM UNIFORMLY DISTRIBUTED WE LOADS (Ibst NE DEPTH 3'-C1° Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99 EXTERIOR BALCONIES MQDERATE TO HEAVY and 1995 SBC High Wind Edition Wood Frame Constnrction DECKS SLIGHT TO MODERATE Fasteners and Connectors for Wood Frame Construction ATTICS WITHOUT STORAGE 30 ESIGN TEMP. 11 ATi1CS WITH STORAGE D UNDER AS PER MANUFACTURER'S 1.A continuous load path between footings,foundations walls,floors, studs and roof ROOMS(OTHER THAN SLEEPING ROOMS) REQUIRED SPEGFICATI CNS I STATE CODE framing shall be provided.' SLEEPING ROOMS 30 AZARDS 2.Approved connectors,anchors and other fastening devices not included in the CRITERIA FOR CALCULATION OF DEAD LOAD Standard Building Code,Table 2306.1 shall be installed in accordance with JACnhkL WEIGHTS OF MATERIALS FERENC A.I.A. manufacturers recommendations. ARCHITECTURAL GRAPHIC STANDARDS 3.Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or subject to sell corrosion in costal areas,shall be stainless steel or hot dipped SNOW galvanized. GROUND SNOW LOAD 145 lbs. 4.Where windows and doors interrupt wood structural panel sheathing and siding, SEISMIC framing anchors or connectors shall be provided at the top and bottom of cripple DESIGN CATEGORY 8 studs,header studs,and at least one stud at each side of opening. WIND1 5.Ridge straps shall be attached to each pair of opposing rafters except where collar WND SPEED 120 mph ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair MSURE CATEGORY . B of rafters. 6. Uplift connectors shall be provided at each rafter bearing. 7.Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior comers. 8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation with anchor bolts having a min.bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of _ each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ BUILDING DEPARTMENT CRITERA _s.. -- -- masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 1 OCCUPANCY CLASSIFICATION i Sect i on 312 . "U" spacing not exceeding 4 feet on center. USE am 2 HEIGHT 241 -011 THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT FIRE AREA (SO 1, 152 SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR TOTAL GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION 4 DESIGN CRrIERIA PRESCRIPTIVE DESIGN- 1 WFCM HIGH WIND EDITION ` 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS �oF NEW y sDESIGNLOADCALCULATION$ PAGE . i 24 ' x48 ' Bldg . ( Barn) P�NCE Tor 7 WINDOW AND DOOR SCHEDULE PAGE' ,5. • �a y, " 8 LOAD PATH SEE SECTION PA Q W W 9 NAILING SCHEDULE PAGE. .6 r 10 EGRESS N/A Thomas Smith 11 PLUMBING RISER DIAGRAM 1 N/A I �0;pgg ON►� 12 FIRE PROTECTION N/A 3 Banks Street 13 TRUSS DESIGN DRAWINGS NSA 7 0 N 14 ENERGY CALCULATIONS N/A CutChogUfa r. NY 11935 Page 1 of 8 STwo'TUMM WOOD PANELS FOR WINUZBORNE DEBRIS PROTECTION, FOR WALL OPENING PROTECTION OFI20 MPH 3SECOND WIND OUSTS (MAXIMUM MEAN ROOF HEIGHT:35) MULTIPLE SECTION ASSEMSLY[ 1/4" �.t THICK BOLTS Q 2`OC y �� I �.-. t t . �•r I �I I 1 .1. . - J 8 UTTER 111031 . ~ Ft31#!'AN>*L$PANS:'0'<4'*U'"WIDESPAN. TA>gt�1isD91.4; . 123/ 2":/APP SPAN-RATED 481;24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") -U&E AC.GRAIDE=.'wi-COAT3'EXTEfklOR PAINT 2 SIOES.4 EDGES. ' LAO EL;ACCORbING Td LOCATI©N..-' As%MSLY AT1'ACNING OTRUC7URAL PANEL; FAST-EN-TO BUILDING vwl#8X3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOL)SCREW-Q 16"O.C. OR BETTER ALTEIRPIATWE FANNER FORSHUTTER TO BUILDING: #'10 TES NUTS ATTACHED TO tlLOG:w!#10x 1 Y2"(W)WASHERS)MACHINE BOLT 12,,6.c. WHERE.SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION AESI$TANT.ANCHORS WAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. 81iU1T.ER�/�SSEMBLY N.T.Es: X01 PANM.SPANS:4'-0-OR WIDER SPAN SFCIFICATIONSAND ASSEMBLY IDENTICAL l dD"�C-0"SPAN. NOTE ADPITIOi,St 2x4 STRON"ACKS Q 24"OC ASSEMBLY: 1):PREAS&EME'LE PLYWOOD TO2xWS:# 10x3"(w7 WASHERS)GALVINIZED OR STAINLESS STEEL WOOl3 SCREW,Q 12"O.C. IIVE Ma 9cluillia taWT , hyl)Db ST.RU�YIIRA�YANfi W71ki A MWJ6�UM THICKNESS 0P 7/1D'AHD MA.MUM PANEL SPAN OF&•p ByIALL�B, ,P£R[ART@P; DR OPENING 9ROTfiC110N_IH ON AND TWO 070RY 9ULDING5. PANELS . • SHALL 8E pR1?CUT'TD.CbVEA 0LAl1�p OPETyIH_!WITH AMCHMEHT7,HAR0VIAliE PR Q✓IDED irFIEF&R.TQ�ECTN3N,1741(A1!F AND.7EI6111A AMD,Ii,BLE 10Pp iy4). ....1 .. .. . . wNbBF1RHt. 'zoA7s PRpTEC RpN bABT£NINC+SCHEDUTE FOA WOOD STRUCTURALPANELS of ,P.ANEL SPAN. W- PANEL ' .OF'<PANEL - B'-D' IPANEL N FAS,TEN6R TYPE .. TA" - $PAN i*D' SPAN_4 00 $PAN OV-0- * �, Q y '_ WOOD SCREWS 1D 12 D N W OJ U) IIY.'•AB LYOOD SCREWS 10 - 1D 0 A THIS TABLE IB BASED ON A MAX�IMr M WIjFD BP Eb(38ECOHD OUST)OF.i30 MPH AND MEAN:ROOT ,�T,(�� P„ m cr TH'EI60,04" dItPOR LEAS .1 { T "SigN ~ Co B FA TLNERS B LL BE IN87AILED AT OPP061N6 ENb6,QF TNA TB W06P S7PUCT1gL QAN EL b1 'C WH£RESCREW9ARE ATTACHED TO MASONRY OR MASONRY I STUCCO THEYSWLLLDE /� 1 W (ATTACHED'U (LPN D-1hBRA'IIDN RE81$TAryTAHC NDRS HAVING AMINIHIUM WITHDRAWL_ i I i7 U Sc tt 4= lad t Ea�iYE Pr�SSJ4e �e Q�L RSh �rP5SV1° aEs,g4 SAO 2Y p�PSw� Quahfi�y Ne r / r Re� yR ©I?P+trA � Brl:n Avec �o»� t p 412A °$�ZC 11 P� i 2, 0- 2 -a' t. 4 2 .s p - 2S Zd. 1 7� � �3°�� 2-3 rW29110 2_g° " 20 z 2 30 z- x t F a h v .. rw21o32 t, �3 ' r� xS' S 3 ° S9 6 •Y2 20 Z`4.-7 2b. �t 3'0 3=yd38 i t ' e j R ZSO, ICE ----- ---- - — .,�.-- �QFESSID , 1 � t J i Page 5 8f 8 r CONNETION USP PRODUCT NUMBER RIDGE A . RAFTER/RIDGE/RAFTER WITH CTLSTA 21 • RAF7ERIRIDGE/RAFTER WITHOUT CT LSTA 21 + LSSH179 RAFTER B RAFTERIPIATE/STUD R120 USP LSTA21 RAFTER/PLATE RT16 PLATE/STUD SPTH4 C HEADER/STUD RT3 HEADER/JACK STUD LST4k12 D FLOOR TO FLOOR KLFTA E STUD/pLATFlSILL MSTA36 or RS16-R iTUD A RAFTERIRIDGE/RA�cT STUD/PLATE MTW18 or LTW18 I RAFTER PLATE/SILL MP6F STS16 RAFtER F ANCHOR BOLTS w�'E USP RT16 G POSTANCHOR FOR DECKS PAU SERIES POST ANCHORFOR COVE REDPORCHES CBE SERIES RAFTER TOP PLATE TOP PLATE USP LSTA21 USP RUSP 3Ff114RM 1X6 OR 2X4-16"O/C COLLAR TIES MIN. USP L%H179 WALL SND WALL STUD Al . RAFTER/RIDGEIRAFTERwacr B RAFTER/PLATE/STUD �RAFTER/PLATE PLATE/STUQ 2ND.FLOORJSTUD— SP 1ST.FLOOR WALL STUD— IST.FLOORWALLSTUD TUD1ST.FLOORWALLSTUD _ 2ND.FLOOR 1sT.FLOQR PLATE 1ST.FLOOR PLATE susFLOOR sueFto� suBFLooR KING STUDS RIM BOARD USP IO.FTA USP MSTA660R RS16-R USP MTW18 OR LTW 18 RNA BOARDRNA��sT� 1ST.FLOOR DOI Ail F SILL PLATE dF NEW YO DOUBLE SILL PLATE USP MP6FHEADER 13T FLOOR FOUNDATION WALLFOUNDATION WALLUR19 USP LSTA12 • ' r' •' O r - V, JACK STUDS 6322`J�•'S �pROFESS� E STUD/ O�p TE/SILL E STUD/PI ATE PLATE ` �., l p� C EA HEADER/STUD HEADER/JACK D FLOOR TO FLOOR Thomas Smith Barn Page 7 of 8 NAILING SCHEOULE ' ABLE 3.1,I4CLL1DII4G 3.3 AND 3.9 . 1995 SBC HIGH WIN13 EDITION WOOD E OONSTRUGYION MANUAL - - JOINT O,ESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE TOE NAILED 8'-0'WALL-3&1 _ PER RAFTER 10'-0'WALL•4.8d PER RAFTER CEILING JOIST70 TOP PLATE TOE HALED 84"WALL 3.8d PER JOIST 10'-0'WALL4-8d PER JOIST CELING JOIST PARALLEL RAFTER FACE NAL90 SEE TABLE 3.7 EACH LAP CEILING JOIST S OVER PARTTIIONS FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR RAPIER ACE SEE TABLE .4' RTE BLOCKING TO RAFTER TOE NAILED 2-6d EACH END RIM OA TO R END NAKED 2-10d EACH END WALL FRAMING TOP LA TOP PLATE FACE NALED Z-18d PER FOO TOP PLATES AT INTERSECTIONS FACE NAILED 4-18d JOINTS-EACH SIDE . < TM TO 6 FACE NAILED 2-18d 24"O/C HEA DE FACE NAILED ,15d 18 O/CA NG EDGES P OR BO M PLATE TO STUD END NAILED 2-16d PER 2X4 STUD 3-164 PER 27M STUD - 4486 PER 2X8 STUD B PLATE TO FLOOR JOIST. - BANDJOIST,END JOIST,OR BLOCKING ]FACE NAILED 2-16d PER FOOT FLOOR FRAMING w L,TOP PLATE, GIRDER TOE NAILED 4-8d " PER JOIST JOIST TOE NALED 2-0d EACH END TOE NAILED -8d EACH END ' SLL OR P PLATE TOE NAKED 3-164 EACH BLOCK IP TO BEAM FACE NAILED 3-18d EACH JOIST DGER TO BEAM TOE HALED 38d PER JOIST JOIST END HALED 3-16d PER JOIST BAD OTO SLL OR TOP P lE TOE NAKED I 2-15d PER FOOT ROOF SHEATHING STRUCTURAL PANELS- 4'PERIMETER EDGE ZONE-16"O/C-6'AT PANEL EDGES AND AT INTERMEDATE SUPPORTS IN THE 8d PANEL FIELD IN1E R ZONE-18'O/C-6"A PANEL EDGES AND 12" 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD . FOR ROOF SHEATHING WITHINV4r OF E PERIMETER EDGE OF 7HE ROOF, 04CLUDINO*'V ON EACH SITE OF THE OOF PEAK,THE 4-0" PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. C EILING SHEATHING OARD 5d COOLERS 7"EDGE/.10"FIELD G NELS Bd V EDGE ZONE-16'O/C-6"AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Bd IN1E R NE-1 O/C-8'AT PANS DGES AND 12" ATINTERMEDATE SUPPORTS IN THE PANEL FIELD NELS 7/16" 8d Iw EDGE/8'FIELD' 25/32" Bd IV EDGE/8"FIELD [GYPSUM WAUJ30ARD 5d COOLERS I_r EDGE/10k FIELD ' Bd 4' DGE ZONE-18"O/C-8 AT PA EL ESA D 12" HARDBOARD AT INTERMEDIATE SUPPORTS INTHE PANEL FIELD 8dINTERIOR ZONE-18"OIC-S'AT PANEL EDGES AND 12" A7 MERMEDIATE SUPPORTS IN THE PANEL FIELD FLOOR SHEATHING STRUCTURAL PANELS-1"OR LESS Bd 6"EDGE!12"FIELD TABLE 3A TABLE 3.y �— 1995 $BC HIGH WIND EDLTION WOOD 1988 SBC HIGH WIND EDITION WOOD FRAME ' FRAME CONSTRUCTION MANUAL CONSTRUCTION MANUAL RAFTER SPACING 16"O/C. FTER SPACING 18'O/C 120 mph FASTEST WINDSPEED ROOF PITCH ROOF SPAN ROOF ROOF NUMBER 12 20 28 36 . . ! SPAN OF NAILS 3:1a s 6 11 1a �� 4:12 4 B 8 11 4:12 121 31 3 5 7 9 . 161 41 3 4 5 6 20 5 9:12 31 5 24 6 . 12:12 31 4 28 7 32 6 3B 5.121 12 3 16 4 20 4 241 5 28 6 321 7 36 7 SF OFNgy,, y 6:12 12 - 3 ti o 16 3 w B 20 4 *. LQ w 24 5 N m 28 5 321 8 „ 0.12264 0 r 36 ..7 c 7:12-MI21 121 2 �ffSSIaRRk. CD 161 3 a 24 4 n I 4 I / d 28 5 32 6 36 8 ' DESIGN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRR'ERW NEW CODE WEATHERING ISEVERE MINIMUM UNIFORMLY DISTRIBUTED WE LOADS (Ibsf) FROST LINE DEPTH 3'-0" [and ERAL WIND PROTECTION CONNECTION N7included EXTERIOR BALCONIES 60 TERMITE MODE PATE TO HEAVY m Standard for Hurricane Resistant Resstruction;SSTD 10-99 BC Hi h Wind Edition Wood Frame ConDECKS DECAY SLIGHT TO MODERATE ntl Connectors for Wood Frame ConsWATTICS WRHOUT STORAGE 30 WINTER DESIGN TEMP. 11 ATTICS WITH STORAGE 40 ICE SHIELD UNDER- AS PER MANUFACTURER'S ous load ath between footin s foundaoors,studs antl roofROOMS(OTHER THAN SLEEPING ROOMS) LAYMENT REQUIRED SPECIFICATIONS(STALE CODE ll be provided. gSLEEPINGROOMS 30 FLOOD T REQUS connectors,anchors and other fastenint included in theCRITERIA FOR CALCULATION OF DEAD LOAD Standard Building Code,Table 2306.1 shall be instardance with ACTUAL EIGHTS OF MATERIALS REFERENCED TOA.I.A. manufacturers recommendations. ARCHITECTURAL GRAPHIC STANDARDS 3. Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or SNOW subject to salt corrosion in costal areas,shall be stainless steel or hot dipped GROUND SNOW LOAD 46 lbs. galvanized. SEISMIC 4.Where windows and doors interrupt wood structural panel sheathing and siding, framing anchors or connectors shall be provided at the top and bottom of cripple DESIGN CATEGORY B studs,header studs,and at least one stud at each side of opening. WIND 5. Ridge straps shall be attached to each pair of opposing rafters except where collar WIND SPEED 120 mph ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair EW0,9URE CATEGORY B of refers. 6. Uplift connectors shall be provided at each rafter bearing. 7. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior comers. 8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation with anchor bolts having a min.bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ BUILDING DEPARTMENT CRITERA =_ masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 1 OCCUPANCY CLASSIFICATION ( Section 312 "U° spacing not exceeding 4 feet on center. USE am 2 HEIGHT 24 - -011 THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT FIRE AREA (a1) 1,152 SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR TOTAL GENERALCONTRACT0 BEFORE CONSTRUCTION BEGINS. 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION 41 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 WFCM HIGH WIND EDITION _ 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS ,of NEW y 6DESIGNLOAD CALCULATIONS PAGE .1 241x48 ' Bldg . ( Barn) 0 7 WINDOW AND DOOR SCHEDULE PAGE' 8 LOAD PATH SEE SECTION PA 9 NAILING SCHEDULE PAGE .b 10 EGRESS � N/AThomas Smith 03226+ r r r 11 PLUMBING RISER DIAGRAM I N/A t op 12 FIRE PROTECTION : N/A n0PE55t--'y 3 Banks Street 13 TRUSS DESIGN DRAWINGS WA 14 ENERGY CALCULATIONS N/A CutchOguIR. , NY 11935 Page 1 of 8 AS NOTED DATE: BY 1 3oysr � . P �y� FEE• �'� BY; NOT BUILDING DEPARTMENT AT 7651602 6 AM TO 4 PM FOR THE _ FOLLOWING INSPECTIONS: 1. FOUNDATION -TWO RF,QUNED 1 ROUGH - ED CONCRETE' 2. ROUGH •-FRAMING t,1LUMWNG I i 3 INSULATION t ! i FINAL - CONSTRUCTION MUST + I COMPLETE FOR C.O. ` STRUCTION, SHALL MEET THE -'R _ I, EMS OF THE CODES OF NEW NOT RESPONSIBLE FOR D IGN STRUCTION ERflORS. R ANCI(O.R `I�ILAWFUt i 4 I , s IJT CERTIFICATE CUFANCY' k r � � r OF ! ALL CODES 1. M L �H C L _ 1 I N Y A7E'3 TOWN CODES 11 ROI .AND'CONDITIONS OF -::_` - SCUIIIDlDTONNZSA N97IAtr c:tZ' NYS:DEC 9xx, N L CONSTRUCTION,%KL . IIEETTHEREQUIREMENTSOF Ho k CODES OF NEW YORK STAT fj G - , - yyPx 3% f I' x v UNDERWRITERS COO � 11 t._: I . � t 1 A�UNIED FLOOD ZONE ,✓ ,� r COMPLY WITH CHAPTER" FLSC� TO" VENTI j CSE PRE I CODE. - � � k k ,I,>€ .,_f . : .�� w t i '3„ ' r f € f � � 1 � � I 1 � , ;' � 1 �, ' ',� �'-;�; � I � � ( i ( A � S R T IN T R '[ ' UNOFR { i j.; ( 4 i- I t mt. i. ,{ t _ I'' F fl 0BE T 10C � .. :cm- E, SE•OF NEWYp ' ♦436 ,� f W �0FTi5610�� 16 � I ,o N Z�XZ{�''F/1 � T14.Bc'�j GNC C�ca.r�r .tan7i�S , Y'41041a rc z ful d--4 &OlA of/ear yl.c Impcy Av?iti.2 i Le /�iAarow.ay p .r,i.✓y 'n Alc A�✓ufaG +3 ST .4 emej 10 ca. ; n �N Ca�nG !t✓''!ar/. eye +_ !?�� i RCV'� ,L• v P .. r 3 p r rrr x r p 004 NA:�t e4w eo"O® k y<y. A w of NEW �Fp o32254.; gas i TEAS lQ&J7Lh 93s/;�"i3T �OfEsst°N�`i - Dv V rf ri f� I / f: N` 0 X, C 7-1d A/ _f `f AmGN Aa ryw vt r GQoF SN.ngteS *AC/A'aR A04;5 f�S'4i.�2✓C� .D / Z x L�/L a' f � g- 57G� =T q} N ec oo L oeyme e fig-Oe � 3/r cox rcas.rp q6 . c Q'le it/O r--VG IP*7VAF y� 0,%wAFDC.' wmV l.�Art FBar.� �� ��A�riaee' ;��ro iv,rYioury u ' `� 6/pkrt9sf� cox /cyw�d iZIrKF wi p' 2,10z.- N p J72iL swppwf•cetuw.vS �y CPOFC S.VinrJs$ S%'Xl�aueE 9 404MOL iBs.8 4xr' I PtaWAIAAewr BeanF 664c �.rl ( +r'?1,� `0- 4i:?v:f^ ^ _:�.' 'k✓ :Y.:"x::'ei;.,}hA,•(.:4�a.,.,x..Mi( .�- . �dts/"s.Dc' .ROY+f� �P,946t-' i "Of OEW y�PM1�IOCE a dF N 3 G�fw/AC� ST Eas10 es �a rt hod V354 7/S7 TydAy gs 5.H ueT 29'rje 4 rpt A� L e fe o� �JAR � -- Ef{eel;re P��7s a e 4 Dc h Fi- c ' 0e5,gh SAaJ- er C/eQr C/ads R 4 c yy a., W�nA F4 Psvke QuQh(r4y Nu { l R y ©flPRr4r © &Wr Av Ps ,-e� 2ane r a 24/�n9 Sr22. pp i 2'o' � 2 -D' e q " 2 .'s` / t L4 25• Q 28. 1 ID 2 '30t2�r � i ZJ -y1w 2g /110 2'g y �' - 5. n� 9.0§ 2 0 z �.� � Z(., 9 30 Ll 7-W2 d 3Z � ,� 'e x 3 ' s 6 ,y 2 2o i L q.7.. M1 R f I -- _ S � W � NF0 0]Z]51-1 ------------ ------------ n Page 5 of a NAILING SCHEDULE ' TABLE 3.1,INCLUDING 3.3 qND 3.9 1995 SBC HIGH WIND EDRION WOOD FRAME CONSTRU61 ON MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF-FRAMING MFTERTO TOPPLWE TGENAILED 8'-0"WAI A LL:3-Bd _ PER RAFTER 10'4T"WALL'4-8d PER RAFTER CEILING JDISTlO TOP PLATE TUE-NAILED 8'-0"WALL:3-0d PER JOIST ' 19'-0"WALL'48d PERJOIST CEILING JOISTTO PARALLEL RAFTER FACE NA D SEE TABLE 3.7 EACH LAP CEILING IS lAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR TE TO RAFTER FACE NAMED SEE TABLE 3.4 PERTIE BLOCKING TO RAFTER TOE-NAILED 20tl EACH END RIM BOARD TO-RAFTER END NAILED 2-I6d EACH-END WALL-FRAMING TOP PLATE TO TOP PLATE FACE NAILED 2-IM PER FOOT TOP PLATES AT INTERSECTIONS FAC-NAILED 4-16d JOINTS-EACHSIDE STUD TO S'ND FACE NAILED 2-16d :PER "OIC HEADER TO HEADER FACE NAO.ED 15d .O/C ALONG EDGES TOP OR BOTTOM PLATE TO STUD END NAILED 2-ifid 2X4 STUD 3164 ER 2N6 SlOO 4hBtl PER 2XB STUD BOTTOM PLATE TO FLOOR.gIST, BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-16d `— PER FOOT FLOOR FRAMING JOISTTO SILL,TOP PLATE,OR GIRDER TOE NAILED 443E PERJOIST BRIDGING TO JOIST TOE NARES 2-0d EACH ENO BLOCKING IT)JOIST TOENALED 2Ad EACHEND BLOCKING TO SILL OR TOP PLATE TOE NAILED 346d EACH BLOCK LEDGER STRIP TOBEAM FAC-HAILED 3-16d EACJJOIST JOIST ON LEDGER T BBEAM MENAILED -Md PER JOIST BAND JOISTTO JOIST END NAILED 3-16d PER JOIST BAND JOISTTO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT ROOF SHEATHING STRUCTURAL PANELS 4'PERIMETEREDGE ZONE-16"O/C-6"AT PANEL EDGES AND AT INTERMEDRIE SUPPORTS IN THE etl PANEL MELD INTERIOR ZONE-1B"OIC-6"AT PANEL EDGES AND 12" fid AT INTERMEDWTE SUPPORTS IN THE PANEL FIELD FOR ROOF SNEgTHING W ffHIN 4'-0"OF"MHE PEITMETER EDGE OF THE ROOF, INCLUDING 4'41"ON EACH SIDE OF THE ROOF PEAK,THE 4'-D" PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. CEILING SHEATHING GYPSUM WALLBOARD 51 COOLERS 7"EDGE 110"FIELD WALLSHEATHING STRUCTURAL PANELS M 4'EDGE ZONE-i6"OIC-B"AT PANEL EDGES ANO 12" TA INTERMEDWTE SUPPORTS IN THE PANEL FIELD fid INTERIOR ZONE-16'OIC-8"AT PANEL EDGES AND I2" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELO FIBERBOARD PANELS 7/1fi" ed 3"EDGE/6'FIELD' 25/32" Bd 3"EDGE 16"FIELD GYPSUM WALLBOARD 5d COOLERS T EDGE 110"FIELD Bd 4'EDGE ZONE-18"OIC-6"AT PANEL EDGES AND I2" HARDBOARD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d INTERIOR ZONE-IS-OIC-e"AT PANEL EDGES AND I2" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FLOOR SHEATHING STRUCIURAL PANELS-1"OR LESS 0d VEDGE 112-FIELD TABLE 3A TABLE 3.7 1995 SBC HIGH WIND EDITION.WOOD 1995 RBC HIGH WIND EDI TION WOOD FRAME FRAME CONSTRUCTION MANUAL CONSTRUCTION MANUAL RAFTER SPACING i6"OIC RAFTER SPACING 16"OIC 120 mph FASTEST WINDSPEED ROOF PITCH ROOF SPAN ROOF ROOF NUMBER 121 20 28 36 PITCH SPAN(ft) OF NAILS 3:126 B 11 14 4:12 4 6 8 11 4:12 12 3 5:12 3 5 7 9 16 4 712 3 4 5 6 20 5 912 3 3 4 5 24 6 12:12 3 3 3 4 28 7 32 B 38 5:12 12 3 16 4 20 4 24 5 28 6 32 7 36 7 t�OF LYEµ, H 612-12-3 y4p' NCE h ro o 16 3 4¢ •T A' w q 20 4 S' q w 24 5 N m 28 p Ig 32 8 O r. 36 7 F0 03222 51-1 ro ct 7:12-1212 12 2 w � 18 3 fESSIUNP' m 20 h 21 tl 28 5 32 6 36 6 CONNECTION JUSP PRODUCT NUMBER A . RAFTERlRIOGEIRAFTER WITH CT' ILSTA21 RIDGE RAFTER(RIDGE/RAFTER WITHOUT CT LSTA 21 + LSSH179 RAFTER - B RAFTER/PLATE/STUD RT20 RAFTER/PLATE RTI6 USP LSTA21 PLATE/STUD SPTH4 C HEADERISTUD RT3 HEADER/JACK STUD LSTA12 D FLOOR TO FLOOR KLFTA E STUD/PLATE/SILL MSTA36 or RS16-R SND/PLATE MTW18 or LTW16 TUD / H \RAFTER/RIDGE/RAFTERwrrRcT PLATE/SILL MP6F RAFTER F ANCHOR BOLTS STB16 G POST ANCHOR FOR DECKS PA U SERIES RIDGE RAFTER POST ANCHOR FOR COVERED PORCHES CBE SERIES RAFTER usPRile TOP PIAT TOP PLATE USP LSTA21 1X6 OR 2X4-16" 0!C COLLAR TIES MIN. LISP RTZB usp sPrna usP wsH1 8 WALL STUD WALL MID Al . RAFTER/RIDGE/RAFERwmor �RAFTER/PLATE/STUD �\RAFTER/PLATE PLATE/STUD 2ND,FLOOR WALL STUD 1ST.FLOOR WALL STUD 1ST.FLOOR WALLST.)D PND,FLOOR PUTS KING STUDS SUBFLOOR 1ST.FLOOR PLATE RIM BOARD SUBFLOOR 1ST,FLOOR PLATE USP KLFTA SUBFLOOR STUD USP MSTA36 OR RS16-R USP WI V IB OR LTW iB 1ST.FLOOR TOP PLATES RIM BOARD RIM BOARD HEADER DOUBLE SILL PLATE DOUBLE SILL PLATE lE 6F NEW YD uSPMP6F USP RT3 1ST FLOOR WALL MD FOUNDATION WALL nP NOE . T USP L6'rAl2 •�'. FOUNDATION WALL •J•! e- st, f W J W JACKSTUDE � / Y D3225A-f �rCa '+ ��pADFESS\ONP�' �HEiADER/STUD HEADER/JACK FLOOR TO FLOOR STUD/PLATE/SILL E STUD/PLATE PLATE Thomas Smith Barn Page 7 of 8 9fRUCTUR*AL WOOD PANELS FOR WIND=BORNE DEBRIS PROTECTION- FOR WALL OPENING PROTECTION OF120 MPH SGCCOND WND GUSTS IMMIMUM MEAN PROF HEIOW 351 MULTIPLE SECTION ASSEMBLY: 1/4" �I THICK BOLTS @2'OC `.� -JJ .:r ,:,s_yuTTeRAsaerae4Y_ '.,,FOR,PANAL:4PANS:O�<4'.D"WIDE$PAN. TAS L 1600.4.4. _ 20132!'.AOX BP.AN-RATED 48124 SH6gTHING GRADE PLYWOOD{OVERLAP AROUND OPENINGS 4") '"U.SE AC GRACE W/2 COAT5'EXTERIOR PAINT 2 SIOES,4 EDGES. GABE.LACCORf)ING'r6�LOCATION., ' . ASSEMBLY:' . ATtACNING STRUCTURAL PANEL.FASTEN TO BUILDING w/#O%3"(wl WASHERS)GALVINIZED OR STAINLESS STEEL WO00 SCREWY @ 16"O.C. OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING. ' #40 TEE NUTS ATTACHED TO BLDG.wl#10x 1 )4'(WI WASHERS)MACHINE BOLT @ 12"O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 49011 SHUVFWfiL§SEMBLY POR PANEL SPANS:4'-0"OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO O<4'-0"SPAN. NOTE ADDITIONS: 2a 4 STRONG-SACKS @ 24"OC A55EMBL\'I 1).PREASSEMBLE PLYWOOD TO 20'S:# 100"(w/WASHERS)GALVINIZEO OR STAINLESS STEEL WOOD SCREW @ 12"O.C. AL J IVEI ENING PROS TECTIDN i . �Ulppb 9TRXBTUXAL PAN6L9 WITV QMINIb1UM THICJ AggS OP)/1D"AHD MA.NNUM PANEL BEAN OF IHO', BHAIl B$�PERIAffIED,[O0.OIEH)NO PHbT6,CTION IN DN A110 TWO STOHY BULDINP S. PAN EIS ;SHALL SE'PR2,CyUT'T�ppVEK OLg2E90PENIN68 WITH rtTtACNMEHTHARDWAPEPROJIDED _ -_ �EfER_T(1 DEDtIbN 1?Oy.'11AND 10WyU5 PND TfSBLE iWM 19) "� i.. .. Lam.. W'I.N..Q_RY•IP.NE b-EPRl6 PRO '_.ABLE & 09.1.4 - 6INS 'iTEO TON PATE " DH O..UIE.,f_OPYJGO• D- - NRALPAN-E.I.S. , 446E�M' _ F E E P 11 cFl 9 4. yi FANELSPAN� 43 PANEL 41"DL b1 PF. FASTENER TYPE TU" SPAN-40 SPA OWOODSC M9 N<g.0' 9PAN+SU" S RJ w S15C C3 US ViMOD O ^ ANMIBS18pLE E6B'AHEDDON AINWMUM WIND BPfzEP"(39ELOND dU61)gf 130 MPH RNDMEANZROOF - N N M' E T%EIGHT OF330''ORLEB� pT {6� FA61�NEI(66H,ALL DE INSTALLED ATOPP061NG EXD601` TNS WOOD_6TUDTUAALPANEL I 1 D. WHERE SCREW$ARE ATTACHED IG MA90H Ry 0(i M1150NPY/6IDCC0 THEY 9HPLL BE D] l// V W IATLACHEd'H'M1IDNU VRPATON PES�PIAHT ARCHG!16,HAVINd ArAIXMUM WITNDAAWL � L�ACIIY bF 4)0,188 I �