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HomeMy WebLinkAbout29649-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30095 Date: 03/17/04 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1305 BAY HAVEN LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 4 Lot 37 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 6, 2003 pursuant to which Building Permit No. 29649-Z dated AUGUST 14, 2003 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 PORCH ADDITION, ONE CAR GARAGE ADDITION, ADDITION AND ALTERATION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to THOMAS & ANN COSTANTINO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 81896C 12/17/03 PLUMBERS CERTIFICATION DATED 03/17/04 THOMAS COSTANTINO Author zed Sig0lure Rev. 1/81 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. 29649 Z Date AUGUST 14 , 2003 Permission is hereby granted to: THOMAS & ANN COSTANTINO 1305 BAY HAVEN LA SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1305 BAY HAVEN LA SOUTHOLD County Tax Map No. 473889 Section 088 Block 0004 Lot No. 037 pursuant to application dated AUGUST 6, 2003 and approved by the Building Inspector to expire on FEBRUARY 14 , 2005 . Fee $ 150 . 00 A ignature ORIGINAL Rev. 5/8/02 - "` - 1305 Form No.6 17TOWN 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions toraccessory 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. v New Construction: Old or Pre-existing Building: (check one) Location of Property: /30S a O N Q V e 6) �--f� p e s o U `t-110 House No. Street Hamlet Owner or Owners of Property: )M#gp Suffolk County Tax Map No 1000, Section 1 / �j 1, Block Y 81 Lot / —3 Subdivision Filed Map. Lot: Permit No. Z Date of Permit. 8 U Applicant��'j�/n Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ C_ � Applicant Signature �$uFFOLA, o 0 W r Town Hall,53095 Main Road 0-0 • �. Fax(631)765-9502 P.O. Box 1179 Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 3 Building Permit No. / 9 Z hom a s Owner: 0 S�Q r�i ! N-0 (Please print) Plumber: �,p�� Qn' Z'—t>S rAtj (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of /h'I.O�/ 20j ),X ,�6a� 4�44 Notary Public, County JOYCE M.WILKINS Notary,Public,State of New York No.4952246,Suffolk County Term Expires June 12, 0-toO 7 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 12/17/03 375 Dunton Avenue 81896C East Patchogue,New York 11772 (631)286-6642 c7sToN r/00 Issued To: Tom &Ann Conatention Street: 1305 Bayhaven Lane Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: Alfieri Electric (L) Lic. # 4956-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub Residential ❑ Det.Garage ❑ Attic ❑ 2nd Floor, ❑ Outdoor ❑X Addition ❑ Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 17 9 9 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 30 1 30 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 /❑x 1 Bldg. Permit. ,a. Other Equipment 1-200A Panel 1-100A Sub Panel Hugo S. Surd! President Rough Inspection: 11/04/2003 Inspector: Sean P.Hightower Final Inspection: 12/16/2003 Inspector: Sean P.Hightower This certificate must not be altered in any manner. Inspectors may be identified by their credentials. t Permit Number i REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lb Data filename:Untitled.rck TITLE: Tom Costantino COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 07/24/03 DATE OF PLANS: 1/7/03 PROJECT INFORMATION: Garage conversion COMPLIANCE: Passes Maximum UA= 116 Your Home UA=87 25.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont, or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 336 30.0 0.0 12 Skylight 1: Metal Frame with Thermal Break:Double Pane with Low-E 6 0.400 3 Wall 1: Wood Frame, 16"o.c. 600 19.0 0.0 35 Window 1: Vinyl Frame:Double Pane with Low-E 25 0.350 9 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 600 19.0 0.0 28 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are t c pliance with this Code. Builder/Designer Date Z 0 3 �,� sc F�9� 9 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /,L/03 APPLICANT +, ` p DATE SUBMITTED: /6/03 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: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.11997 100-25.Merger.(A nonconforming at any time after 71 ON REQ. LOT SIZE: �O ACT. LOT SIZE: 156 REQ. LOT COV. JNACT. LOT COV. 17 REQ. FRONT PROP. FRONT +` RE SIDE (O�) ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: < ARCHITECT/1 : WATER FRONT? /w DESCRIPTION: PANEL # /DD FLOOD ZONE/C APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y orc NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or DTE / / PERMIT #: TOWN ZONING BOARD APPROVAL: YES or DTE: / / PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or DTE / / PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES o O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)0 or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: _ 49S SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: t l'3 SF FEE FEE FEE 1. (—SF)- ( SF)= SFX $ =$ +$ +$ _ $ 2. ( —SF)- ( SF)= SFX $ =$ +$ +$ _ $ 3. ( _—SF)- (_ _SF)= SFX $ =$ +$ +$ _$ FINAL TOTAL: $ /ro NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIIC DESIGN CRITERIA:: / Ground Snow Load:YFrost Win : 1 OMPH Wind Speed 2 Seisnuc sign Category:B Weathering: Severe Depth: 36" Termite:M-H Decay: S-M Design Temp: 11eld Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/ W FULL FRAMING DESIGN ELEMENTS-ON 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:'&/N LIVE: Y/N DEAD: Y/N SNOW: YIN SEISMIC: Y/N WIND: Y/N 'WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS:a N EGRESS 5.7 .F.:®/N LIGHT 8% /N VENT 4% /N NAILING/CONSTRUCTION SCHEDULE:®/N MEANS OF EGRESS: �N PLUMBING RISER DIAGRAMO/N LOCATION OF FIRE PROTECTION EQUIPMENTZrN TRUSS DESIGN: Y/0 CERTIFICATION: Y& ENERGY CALCSg/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) suIwiNa oar. 1 ECTION [ NDATION IS [ ] ROUGH PLBG. F UNDATIO2ND [ ] INSULATION 1 FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMA7 DATE O� v�INSPECTO I� K9 a BUILDING oar. PECTION [ F NDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ J FRAMING [ ] FINAL [ ] FIREPLAC" CHIMNEY RKS: i qL DATE M•1802 suu.uiNa DE". INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( J INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP ACE & CFIIMNEY REMARK : � 1-kc-1 _ DATE /�Q � INSPE 765-1802 BUILDING DEPT. INSPECTION [X TION 1ST [ ] ROUGH PLBG. TION 2ND [ ] INSULATION G [ ] FINAL [ ] FIREPLACE FIIMNEY RE RKS: yl�yt DATE f/ �INSPECTOR suauiNc oar. INSPECTIO [ ] FOUNDATION IST [ GH PL [ ] FOU AND [ INSULATION /MD [v]'FRAMIN 1� [ ] FINAL [ ] FIREPLACE & CHIMNEY p6l REMARKS: All DATE II 0 } INSPECTOR � G ass-ieot BUILDING DEPT. INSPECTION... [ ] FOUNDATION IST � U ROGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE // / DSP suu.nINc DE". i INSPECTION [ ] FOUNDATION IST [ ] ROUGH 136. [ ] FOUNDATION 2ND [ ] 1 CATION [ l FRAMING [ FINAL [ ] FIREPLAC NIM IEY REMARKS y� � DATE O 4 INSP - Ulm 1 1 / " / li � I 151 � MMI- 11 ,OFW AV- 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 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 6 �`/� Check Septic Form N.Y.S.D.E.C. Examined / ,20 3 Contact:Trustees Approved t 20--�- Mail to: Disapproved a/c 17 Phone:eo 3/ //OS' to 0,1 Expiration Z 1 20 r-7? T)_ /8U ' ildin I Zector APPLICATION FOR BUILDING PERMIT , INSTRUCTIONS Date 20 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, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises�0q3 ,4 Ain n OD ani I'NC) � (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. �cJl)S c t' of lann whic�roposedo V on ork willo yl be done�� o House Number - Street Hamlet County Tax Map No. 1000 Sec ion 0 Block d y Lot_ 3 Subdivision_(A p o J y Q v Filed Map No._ 910 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 ntL� hxmA 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 3y, ©l7 0 C� 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 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of ex�t'n� tures, if any: Front / / 3 r Rear 5 �� ry Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 73 . Rear 3 / Depth Height 8 " Number of Stories I 0 � / y 8. Dimensions of yze construction: Front�4, _Rear / �� Depth Height Number of Stories I 9. Size of lot: Front / J Rear CI`J Depth / J A01 10. Date of Purchase Name of Former Owner 01' l 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 premises? YES ✓NO 14. Names of Owner of premises J. Co sjoj l��ddress/3)S 899 /SATye^ *)Phone No. 6-31 Q7( Name of Architect E. SQn-torA Address Phone No Name of Contractot(YArnmer-- o_R_eat iN�Address Phone No.t,3/- �o -7aya carmI I V i c,N 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: COUNTY OF ) tt f 1 1 n(1 P(' CA a I L' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ,,, da of ` f`� 20G Y ��.a.s,� _. Not9`ry PublicSignature of Applicant LINDA J.COOPER Notary 4822563 SuffixkNow ou-7— Term Expires December 31,1S.- �' Y HAVEN LAS N. 37'54`1 D' E. 125.00' A ' A - SURVEY OF PROPERTY AT SOUTHOLD ' TON 11 CFS U NO our gig SUFFOLK COUNTY NY IKw�� SCALE' r` & 20' - - MAY 31, 2 - - - - 35.9- - - -- ° Jex '' - - - - - - e �I iJ .• n � Sao 1�� I STY. FR HSE 1 L GAR• i ray• b c iia �, l/ �, G LOT o wow LO 47 afar PQTCH N 2 W ' OF NEW , 22• / LOT StQ��I-METjQyO�P� NOTE, LOT NUAMRS ARE REFERENCED � '` - - - - ✓ Noe* ' MAP OF BAY KA VEN ' FILED �'` ` "c-'3' IN TIE SUFFOLK COUNTY CLERK'S h -�c " £ OFFICE JAN.22, 19 a AS MAP Na 2910 fy .N0. 49bs J�iO AM AND Svc AWA = 0, sq ft -y-FVXE S 37.54.10' W. • �qnr OR TO TM !&a i + S ' MAP OF TEARY WATER 'FLEO AV TW &WFOV CO(STY CLE MM AS ASAP NO. Ma N.Y.$. LIC. NO. 49618 AmWmgmti 7 Y (6ftCOW ORS, P: MW AM LAN MW 0 S) 7B5 3020- FAC t) 765 797 - 1 FF v P. O. BQr�C 9�9 /ZJO TRAVELER STREET - # SWTHOLO, N.Y 119FY 02 - 187 CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES APPR VED AS NOTED AS REQUIRED AND CONDITIONS OF PLUMBING SOUiHOLDTOWNZBA DATE: $ I B.P.N ALL PLUMBING WASTE SOUTHOLD TOWN PLANNING BOARD FEE: By! ZhR �.- ! BUILDING DEPARTMENT AT TESTING BEFORE COVERING SOUTHOLD TOWN TRUSTEES755-ISM SAM TO 4 P FOR THE N.Y.S.DEC FOLLOWING INSPECTIONS: 1.GENERAL C ❑ NSTRUCTI ❑ N NOTES 2ROUGH - FN • TWO REQUIRED / �UNDERWRffERS CERTIFICATE 2, FOR POURED FRA MING P PLUMBING REQUIRED 3, INSULATION NAILING SCHEDULE 4. FINAL - CONSTRUCTION MUST AS PER PRESCRIPTIVE DESIGN FROM 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL. BE COMPLETE FOR C.O. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION SHALL MEET THE cRRWD WDIf TED,.lc FROST vixiE CESHIELO ALL NAIL SPACING IS RASED IP 16. O.C. SPACING. ANY OTHER SPACING DR DIFFERENT APPLICATIONS, THE CONTRACTOR SMv LPEEO DESIGx WEATHER) LRE TEFOUTE DECAY DESIGN UNMRLAYIExi � SHALL REFEA TO THE PRESCRIPTIVE DEIGN SECTION OF THE VOD➢ FRAMING MANUAL FOR PROPER APPLICATION REQUIREMENTS OF THE CODES OF NEW LOAD and CATEGORY 3 FH TE11 REdu D TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WINDYQf{I�q�'SITE. NOT RESPONSIBLE FOR Ns Les. Iz0 s Si 3 Fr MODERATE MRT T U _ ROOF FRAMING RDDF SHEATHING' TO NCAw MDERAI[ NAIr- PCATNIxG LDanmr L AI S A A NSIRUCTION ERRORS. MINI DESCRIPTION QTY. PACING NOTRS HINT DESCRIPTI Ty. SPACINO xOrE3 AT PANEL EDGES SVPORTS Be TIE PANCL FC 0 TOP PLATE IC WALL 4-SBE CPed RAFTER ♦M-NAI TAUCNRA- PMC M THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED TO MEET THE MINIMUM LIVE LOAD _ WTp - SC INTERIM EUnE oe Cold r 6v0. w CgeUN 1 IC Oc MTO IT FOR PANEL FIELD CRITERIA BELOW. REFER TO SECT. R3014 / R3015 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE TP i® PLATE f0 v.L- A-Da CO MTsr *DE-NAI DEE CM WALL RRC AND RAPE TRUSS A• OC I SEE MIES, 1.3 USE LIVE L CEILING SHEATHING! L v L A PARALLEL MATT vTCN - SLC LAP NAIL L M AO PSF PECKS / / [EIC L INl DESCIIIIlI DTC SPACING NOTE OVER PARTITION WfCM - SLC LAP NAIL NOTES (EXCEPT SLEEPING ROOM lbs, cmtu L N URDRAILS LHANDRAILS ny direction A ] AC vALLgAiID Y uc . FIELD THESE NOTES ARE ONLY TO BE REFERRNTIONED IN SCHEDULE NOTES ONLY. TO RAFTER WFCM - SK END AAI PASSENGER A 2 - Ed COMOA _aM U. For roof shrathb Ithln A feet or the perimeter CEILING ( A L TO RAFTER END NUL WALL SHEATHINGS g • tlpr of the root, Nr[ludlnp A het on each skis BEP the roof peak _ the a foot perimeter edge zone attachments required shall be used. L TD RAFTER 2 - 16tl [AFRI CNo xMA. MINT MSCINAT DTY S IL TES RUCs Y CpMOx 13 P TABLE Tabulated 12 Inch o.c, nod spadn0 nswnes aheatWnp attached to rafter / truss inning nenWrs with 00.49PA s WFCN - SBE For framing menbrrs with <0.22(G<0,49, the ..R spacing shall be reduced to 6 Inches a.c. BUILDING CONSTRUCTION REQUIREMENTS ?/IV WE 3. OC. EDGE WALL FRAMING' PLYWOOD CRIx011 6• O.D. FIELD 3). Tabulated M inch a.c. nail spacing assumes sheathing to rafter / truss framing members with G>0./9. For ALL A t' C f N f AL Nu�CTI N_}g'BE _ Sid C ,- cw framing members with OA2<G<OA9, the mall spacing shall be reduced to 3 Inches o.c. ASSEM➢LED AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE ,PINT DESCRIPTIONNAIL NAIL NOTES WMLL D Ir OE . FIELD REFER TO THE FOLLOWING MANUALS FOR ADDITICNAL FASTENER REQUIREMENTS STY. SPACING TOP TOP RATE - IW c A FOOT LIAL� AN.EE NOTE, I FLOOR SHEATHING! TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LDADSi $$TJ 10-x9 Standard far Hurricane Resistant Construction 1 LA S A A _ 16/ ANTS MINT DESCRRi1Rr NAIL ITT SPACING EL SHEATHING LMMI AT PMIS CL CM, g/Pdi2 OI ACTING TIE PANEL FIE D MOTEL INtERDECtlh6 EA SIDE NAIL SCE 7-02 (REVISED FROM 7-98) Minimum Design Loads for Bullrings and Other Structures TUDD e - I6d C pC FACENAIL I' W LESS Coed F' EDGE zDIE WMR! a i' O M COMB t I2. OC NOiU t'rl} wAIEL FIELD HEADER led C LONG C.MS NNL GENERAL -ONSTRUCTiON NOTES: PRE TO STUD I - ." C e2.4A ANIL NOTES n FEN FACE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF ALL CONSTRUCTION SHALL LpF MIST, rAND AI lap c 1001 E MTU I MENTIONED IN SCHEDULE NOTES ONLY. 1. The Iifornot!on on this set of construction documents Is related to basic design END AISI DR M.IXq MEET THE REQUIREMENTS OF THE Intent and framing details, They ore Intended as a construction to, not a substitute FLOOR FRAMING! a NPlllnp recut reneHis are based an ..it sheathing for generally r_tented good building practice and compliance with current New York nailed 6' on-center at the panel edge. If wait sheathing CODES OF NEW YORK STATE. NOTES State buRcIng coC'es, The General Contractor Is responsible for providing standard MINT DESCRIPTION NAL NAL NOTES Is nailed 3' on-center at the panel edge to obtain hlBM1rr construction detells and p^ocedures to ensure a professionally finished, structurally 'Ty. ZINC. shear cal on-center noting requirements far structural THESE NOTES ARE ONLY TO RE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. sound L1tl weatherproof Ltrpoted product. or carts members shall be doubled, or alternate f rontructur SILL, TOP PLATE ON GIR LAR HIST NAIL U. For wall sheathing Within A feet of the corners, the 1 iaOt edge zone attachment requirenent9 SM1nll 2 The l+awes' rDntroctcr is responsible For ensuring that all work and construction -2-7.1 Ra C[eR such as shear plates, shall be used to ndlntaload path, be used. ,.gets Cur rvnt federal, state, county and local [odes, ordinances and regulations, etc. To JOIST cin NAL In ` These codes are to be considered as part of the specification for this building and e - SeEACH 2). When wall sheathing Is Continuous over Connected 2). Tabulated 12 Inch ac, nail spacing assumes sheathing attached to stud framing enters with shouli be cohered to even If they are In variance with the plan. TO .HIST CND NAI membiers,the tabulated number of wells shall be permitted G)0.x9. For framing ponders with 0.12<G<, the nil spacings shah be reduced to 6 Inches o.c. A,:i to bre reduced tel - 16d mall per fact 3 .. snsims r -.r take pre-*dent over rcale drawings (do not stole urowingS) s°_L a TOP PLATE - 16O rsN' xAr` 3). For exterior pmol sidling, g.ivirtzed box molls shall be permitted to be substituted For mammon nldw. TO BEAM - IGT C MIST NAI PLUMBER CERTIFICATION A. 1 e designer has rent been et o ed For construction supervision and assumes no1. 1 FM responsibility Par construction coordinating with these plans, nor responsibility for TO IRAN3 - sec MIST NAIL OCCJOANCY CR ON LEAD CONTENT BEFORE construction mems, methods, techniques, sequences, or procedures, or Por safety 3 - )� COR! USE IS UNLAWFUL CERTIFICATE OF OCCUPANCY Fi,00D ZONE precaution)' and programs In connection with the work. There are no warranties for a TO MIST HIST NAI specific use expressed or !mailed In the use as these plans. SOLDER USED IN WATER SIL dl T(! MATE - 16tl fDOi IEE MIEN 5 ReFrr to floor plans, exterior elevations, and window L exterior door schedule For WITH CERTIFICATE SUPPLY SYSTEM CANNOT FLOOOI'1DA.AGEPREVENTION WIT types and wlzlw of windows and exterl)r doors. GENERAL FRAMING NOTES 6.UR neral Contractor INA to Now... that masonry ,nd Fireplace con.tr•u[tlon meets or 1, Unless athrrwlso noted, BEN Framing n.twri.L to be 02*BTR Doug Fir. OF OCCUPANCY EXCEED 2/10 OF 1%LEAD. SOUTHOLD TOWN CODE. exceeds a% manufacturers specifications and applkable codes. Z Floors, wells, celUngs and rafters to be 16' D.C. raciest otherwise Woad. GENERATE DECK & PORCH NOTES GENERAL HVAC SYSTEM NOTES 7 Gvnrra'. Contractor to consult and coordinate e with the owner for all built In items provide fire-blatklnp where applicable. - such i,. b s aoNroses, shelving, pantry, Closeets, loin, etc. 1. Unbss otherwise noted, all ManMO material to be RI ACO pressure 1. Mechanical subcantroctor Is responsible for pahrrinp to all applicable 3. Unless othr)•wise noted, all bearing wall headers to be min 2-pty 2MI11eated lumber codes and safety requirements. B. Wind load required connections shall be token Into account during construction. All headers to have adequate bearing an each end or as specified (he wind protection page should be reviewed prior to starting, 8 Girders Far floor Joists to be ole, 2-ply 2x10 unless otherwise noted. 2. HVAC subcontractor Is to.fully coordndte all system data and! reguirenznts M. All flush beans / hw.ders to be Installed with heavy duty galvonized Orders shall be either bolted to posts x/ 1/2' did. gals. bolts or with the equipment suppller. anchored ante concrete pier. GENERAL FOUNDATION NOTES hampers. Provide Galvanitetl Hangers and anthers where applicable to OH 3. HVAC subcontractor to provide final s sten layout tlrael and submit It to Joists connected to beans PY Y ng 3. INtts to Nave blocking ! B' O.C. General Contractor, owner and equiTment supplier for FINN review and approval. 1. General Contractor i Masan to review plots, elevations and details to determine 5. Doubts ht floor Joist under walls that run parallel ri Floor joist iced and Intended heights of fInlshed floor(s) above typical grade. under bathtubs. Floors getting ceramic tRr shalt be verlfMd for lodtl capdcky b M sidling) attached to house to have a barrio 'apPxrp behind thesidling) Houseinp, beo the House and ledger.ger. Ledger shalt be 2. Ml footing to r6st on undst Jrbed (virgin) soft. 6. Provide blocking / bridging in Floor Joists ! B' O.C.. Use solid blacking bolted to bWlltling with I/2' ala. Galvanized bolts. 3. Provide I/2' expansion Joint material between concrete slabs and abutting In floor Joists under all bearing walls. 5. All footing for posts and piers to be A' below grade. Piers shall conveSe or masonry walls accuri g In exterior or unheated interlor areas. 7, Provide Insulation baffles at save vents between rafters, Install droit blocking extend a nininum of 6' above grado a5 needed. A. Any new concrete walls bring attached to existing (If any) concrete structure to 6. MI framing materlol to have appropriate galvanized hangers and be installed with EA re-bar, IB' long B 12. O.C. Use approved epoxy For Installation B. Unless otherwise noted, Roof and Walls to have d min, x-ply 1/2' FIenCDElrs- 5. '.Tlesc otherwise noted, all Interior slabs an grade to be 2500 psi.cnn[rete exterior sheathing grade plywood. Plywood to [aver over plates and headers. GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES Exterior slobs on grade to be 3500 psi concrete 9. Unless otherwise noted, 3N' TLG Fir or Advantech plywood to be adhered to Joist w/ PL400 adhesive and screwed to floor Joists for sub flowing. FlMshao 1. All welse swpply, drainage and venting to be as per N.Y.S. 1. All electrical to be as per N.Y.S. Residential Construction Cadr. sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be placed on 6 nil Floor to be Installed ave- as per manufacturers instructions. Residential Construction Cada 2. All electrical word shall be tntlerwr!tlrs approved. polyethylene vapor barrier. Foundation Stab to be a mNNnun of 3-1/2' thick, ID. All bathroom walls to have I/2' moisture resistantO sheeted no Garage Volts 2. Verify septic system eltM Engineer for Suffolk County Health 6. Provide Crawl space with one 8x16 cast Iron Foundation vent far every 150 square and ing to to Mve S/B' Type-% sheetrock. Unless otherwise noted, rest of Deportment approval. 3. Smoke detectors to be located throughout as per Section 8317 of Feet or area. bWldinp to hove 1/2' regular aheetro[k. All shretrack to be toped and Finished N.Y.S.Monoxide Detect Construction Lode. Prove a nInlmun of 1 Carbon 3. If roll stags, platys or joists are cut out during installation for Monoxide Drbctor In bu%dlnp. 7. Provide minimum 10'x24' access opening to crawl space area. 11. MI roofs with T pitch of less that 4-12 shall be Installed with Ice L Vater Barrier any plunking related work, provide adequate bradnp antl plates - or approved equal. to protect a" secure the structure. Verify with the state Code B. Dam roof exterior of Foundation with bituminous coating as and noruFoctxmers recommendation for maximum Inde See and pp per grade portion of 12, SIH plates t° be pressure treated. Use with sill gasket and c F NE N.Y.S. code. A 6-n0 tion walls p film shbll be ting. d over the belay grade pdrtlan P P 0 op-rstLkidg'permitted. O /. of exterior Foundation walls prior to bdcNPllling. approved equal termite shield. Plates to ' anchored to Foundation wCo n minimum 1/2' tlla.xT long anchor bolts ! 6' O.C. and w/I 1' of ends and corners 9 Dr¢Nape to be provided as per se[tkxr R405 of N.Y.S. residential Code ) Lu r �'t n I! d0 NO0525Ag �2� pROFESSIONP� �L�T� RIGE PPING FORD 6' O.C.ARAFTERS PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD ROOF ROOF CONNECTION WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT RIDGE STRAPPING GENERAL WIND PROTECTION C❑NNECTI❑N NOTES PITCH SPAN CAPACITY (plf) 16' O,C. UNLESS OTHERWISE NOTED. 12, 644 3,12 16' 858 ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH 20' 1073 THE FOLLOWING MANUALS: 24' 1287 0. 1995 SBC b). STD 10-991GH WIND STANDARD EDITIONAME CONSTRUCTION RESIDENTIAL CONSTRUCTION RAFTER-TO-WALL 12' 508 TY-DOWN CONNECTIONS U. ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND 16' 678 COLLAR TIE OTHER STRUCTURES 4412 20' 847 24' 1017 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR 28' 1186 WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL BE 32' 1357 RAKE OVERHANG OUTLOOK IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 12' 392 CONNECTIONS 16' 523 RAFTER 20( 653 SPAN UPLIF U. RIDGE TO RAFTER ASSEMBLY- 5d2 24' 783 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. 28' 915 12' OC 361 WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d 32' 1045 16' OC 481 COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED 36' 1 1176 HOL DDOWNS WHERE REQUIRED THE TABULATED NUMBER OF Bd IN THE STEEL STRAP. 12' 351 2). RAFTER TO WALL ASSEMBLY 16' 468 UPLIFT CONNECTIONS FORS RAFTER-TD-WALL, LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR 20' 585 WALL-TO-WALL AND WALL-TO-FOUNDATION WALL-TO-WALL TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. 612 24' 702 ROOF CONNECTION MIN, Bd NAILS CONNECTIONS USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE 28' 819 SPAN CAPACITY REQUIRED NOTES CONNECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS 32' 936 SPACING Q 16' O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION. 36' 1053 12' 427 (bs. 4 WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR 12' 326 16' 526 lbs. 5 TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE 16' 435 20' 626 lbs. 5 SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 7112 20' 544 24' 726 lbs. 6 3). WALL ASSEMBLY TO WALL ASSEMBLY- - 24' 652 28' 826 tbs. 7 WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS. ]212 28' 761 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL 32' 870 32' 927 Ibs. 8 BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS. 36' 979 36' 770 Ibs. 7 l2' O.C. HOLDDOWNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOUNDATION. HEADER GIRDER CONNECTIONS- WALL-TO-FOUNDATION FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR ROOF HEADER UPLIFT LATERAL CONNECTIONS BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, IS INCHES IN SPAN SPAN tbs. lbs. HOLDDOWN ANCHORS REQUIRED MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN 2' 469 254 FOR TYPE I AND 'TYPE it SHEAR WALLS ACCORDANCE WITH TABLE 3.3B OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION 4' 408 504 <6' PANEL EDGE NAILING) MANUAL, WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE 6' 939 762 STRAPPING WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL 1878 1016 HALL HOLDDOWN - NOT EXCEED 72' O.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A 20 0' 2347 1270 HEIGHT CAPACITY CIbsJ TYPICAL WIND LOAD PATH SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32' O.C. STEEL STRAPS 12' 2817 1524 8' 3375 N.T.S. EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS 14' 3286 1778 9• 3800 SHALL BE HOT-DIPPED GALVANIZED COATED, 16' 3756 2032 10' 4225 5). HOLDDOWN, 2' 620 254 HOLDDDWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES 4' 1239 504 3.SA-B FOR WALL TYPE 1 OR TABLE 3.16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.42 6' 185.7 762 WINDOW SILLPLATE HEADER .TRAPPING FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL. A CONTINUOUS LOAD B' 2479 1016 CONNECTIONS SILL CONNECTORS PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN 28' l0' 3093 1270 HEADER UPLIF1 RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE H13LDDOWN SHALL BE 12' 3718 1524 SPAN lbs. SIZED FOR THE REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE U' 4338 1778 2' REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. 254 16' 4958 2032 4' 504 HOLDDOWN ANCHORS - HOLDDOWN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGSi 2' 770 254 HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 4' 1540 504 6- 762 6' 2310 762 8' 1016 L 11 7J. WINDOW SILL PLATES 36' B' 3081 1016 l0' 1270 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. ]0' 3851 1270 2x4 WALL SILL PLATE (FLATA 1-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP TO 6'0. 12' 4621 1`24 12 1524 2.6 WALL SILL PLATE (FLAT), 1-PLY FOR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO 8'9. 14' 5391 1778 14' 1778 16' 6161 2032 16' 2032 TYPICAL SHEAR WALL ASSEMBLY WHFRET RIDGE LIS ETOL BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED NAND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH MIN. NAIL SPACING FOR ROOF SHEATHING x/ ROOF RAFTERS R 16' OC .T.S. RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUR DING, CONNECTIONS TO THE RIDGE LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE MIN, NAIL SPACING FOR WALL SHEATHING ATTACHMENTS AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS, 4' PERIMETER PANEL EDGES SUPPORTS IN THE PANEL FIELD NLOCATION 8). A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL, AIL SPACING AT NAIL SPACING AT INTERMEDIATE EDGE ZONE 6' O.C. 6' O.C. PANEL EDGES SUPPORTS IN THE PANEL FIELD USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS OTHERWISE NOTED. INTERIOR ZONE 6' O.C. 12, O.C. 4' EDGE ZONE 6' O.C. 12' D.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS GABLE END WALL INTERIOR ZONE 6' O.C. 12' O.C. UNLESS OTHERWISE NOTED. RAKE L RAKE TRUSS 4' O.C. 4' O.C. — USE THE FOLLOWING USP BRAND OR APPROVED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS. CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY. CATALOGUE DESCRIPTION LOAD CAPACITY MINIMUM CATALOGUE I MINIMUM NUMBER FASTNERS NUMBER DESCRIPTION LOAD CAPACITY FASTENERS ADS5 HOLDDOWN ANCHOR 4000 lbs. BOLT TO VERTICAL MEMBER- (2) 3/03-1/2 BELTS RTIO RAFTER-TO-WALL STUD 1'.-DOWN ANCHOR 585 lbs. RAFTER L STUD (6) Bd COMMON NAILS EACH BOLT TO SILL, (1) 3/4x5-1/4 ANCHOR BOLTS - RAFTERL STUD C9) 10x1-1/2 NAILS EACH RT20 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 1105 lbs. TD%6 HOLDDOWN ANCHOR 5100 lbs. BELT TO VERTICAL BER (2) 7/8x3-I/2 DOLTS PLATE. (4) IOd COMMON NAILS BOLT TO SILL 7/8x6-1/8 ANCHOR BOLTS RT7 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 585 tbs. RAFTER AND PLATE- (5) Bd COMMON NAILS EACH KHST2 STRAP TIE 4220 tbs. (6) 5/8' VIA. BOLTS -- RAFTER, (W 8x1-1/2 NAILS KHST3 STRAP TIE 6180 lbs, (6) 3/4' DIA. BOLTS RTl6 RAFTER-TO-TOP PLATE TY-DD WN ANCHOR 950 Ibs. PLATE, 8) W COMMON NAILS - OF NEWN,�1 LSTAI8 FLAT STRAP 1055 lbs. (U) IOd COMMON MAILS SP744 L 6 STUD PLATE TIE )070 Ibs. PLATE AND STUD (6) 16d COMMON NAILS EACH P� SCyF �Oq LSTA30 FLAT STRAP 1670 lbs. f22) lOd COMMON NAILS SPTH4 L 6 STUD PLATE TIE 1470 Ips. PLATE AND STUD, (12) 10x1-1/2 NAILS EACH yti • .F n ROFESSIONP� Coria-1�C,�• p'�&q�i•c.e Imo(=4ty PJ TYPICAL COVERED PORCH WIND UPLIFT REQUIREMENTS HEADER GIRDER CONNECTIONS: USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADERUPLIF METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN lbs, INSTALLATION BY MANUFACTURE. 6' 1408 PRODUCT UPLIF GAL V. MINIMUM 20' 8' 1878 NUMBER DESCRIPTION lbs. FASTNER REQUIRED 10' 2347 PBS44 4x4 1815 POST: (12) 16d-COM. NAIL 12' 2817 PAST CAP BEAM (12) 16d COM. NAIL 6 1859 8' 2479 PHSE44 4x4 140 POST: (8) 16d COM. NAIL 28 0' 3098 END POST CAP BEAM (8) 16d COM. NAIL 12' 3718 KC44 4x4 COLUMN CA 3265 BEAM/GIRDER+ (2) 5/8' BOLTS 6' 2310 POST/COLUMN: (2) 5/8' DIA. BOLTS 36' 8' 3081 10' 3851 PAU44 4x4 2240 FOOTING/PIER 5/8'x7' ANCHOR OLT 12' 4621 POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS CBE44 4x4 3585 WET POST ANCHOR COLUMN BASE POST/GIRDER; (2) 1/2' DIA, BOLTS KCB44 4x4 5650 WET POST ANCHOR UPLIFT CONNECTIONS FOR COLUMN BASE POST/GIRDER, (2) 5/8' DIA. BOLTS JOISTS-TO-GIRDER / HEADER DECK CONNECTION MIN. 8d NAIL 6x6 POST C12) 16d COM. NAIL SPAN CAPACITY REQUIRED PBS66 POST CAP 1815 BEAM (12) 16d COM, NAIL 12' 427 lbs. 4 PBSE66 6x6 1430 POST: (8) 16d COM. NAIL 16' 526 lbs. 5 END POST CAP BEAM: (8) 16d COM. NAIL 20' 626 lbs, 5 KCC66 6x6 5225 BEAM/GIRDER (2) 5/8' BOLTS 24' 726.. lhs. 6 COLUMN CAP POST/COLUMN: (4) 5/8' DIA. BOLTS 28' 826 lbs, 7 32' 927 lbs. 8 PAU66 6x6 2350 FOOTING/PIER: 5/8'x7' ANCHOR BOLT 36' 770 lbs. 7 POST ANCHOR POST/GIRDER (12) 16d COMMON NAILS o CBE66 6x6 3570 WET POST ANCHOR COLUMN BASE POST/GIRDER: (2) 1/2' DIA. BOLTS 0 KCB66 6x6 5640 WET POST ANCHOR ,o COLUMN BASE POST/GIRDER: (2) 5/8' DIA. BOLTS o' RT10 TY-DOWN 585 JOIST: (6)8d COMMON NAILS _ _ — — — — — — ANCHOR HEADER/GIRDER (6) 8d COMMON NAILS „III-III_III=III-,III-III_III-III_III=III-III III=III-III- RT20 TY-DOWN 1105 JOIST: (9) 10x1-1/2 NAILS TYPICAL COVERED PORCH ANCHOR HEADER/GIRDER (4) 10d COMMON NAILS N.T,S. INSTALLATION NOTES: 1). ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH POST ANCHOR 2). HEADER & GIRDER CONNECTIONS TO BE ATTACHED TO EACH POST WITH POST CAP 3), EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS. vo JOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. o� ALT. 4). EACH CIEILING JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS. JOIST HANGERS TO BE ATTACHED TO A LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. 5).EACH RAFTER TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS. iEW SLOPE JOIST HANGERS TO BE ATTACHED TO A LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. y Q 4�ScyFr/oy� _ 7 9� YY 1 G 7il�U No`o 25,0 �2C� aq�FESSko ��OQ? TYPICAL DECK WIND UPLIFT REQUIREMENTS HEADER GIRDER CONNECTIONS: USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADER UPLIF METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN lbs. INSTALLATION BY MANUFACTURE. 6' 1408 PRODUCT UPLIF GALV. MINIMUM 20' 8' 1876 NUMBER DESCRIPTION lbs. FASTNER REQUIRED 10' 2347 PBS44 4x4 1815 POST: (12) 16d COM. NAIL 12' 2817 POST CAP BEAM: (12) 16d COM. NAIL 6' 1B59 4x4 POST: (8) 16d COM. NAIL 28' e' 2479 PBSE44 END POST CAP 1430 BEAM: (8) 16d COM. NAIL 10' 3098 BEAM/GIRDER; (2) 5/8' BOLTS 12' 3718 KC44 4x4 COLUMN CA 3265 POST/CPLUMN: (2) 5/8' DIA. BOLTS 6' 2310 8 3081 36' 10' 38514x4 FOOTING/PIER: 5/8'x7' ANCHOR BOLT 12' 4621 PAU44 POST ANCHOR 2240 POST/GIRDER: (12) 16d COMMON NAILS 4x4 WET POST ANCHOR CBE44 COLUMN BASE 3585 POST/GIRDER: (2) 1/2' DIA, BOLTS Ri UPLIFT CONNECTIONS FOR; KCB44 4x4 5650 WET POST ANCHOR JOISTS-TO-GIRDER / HEADER COLUMN BASE POST/GIRDER: (2) 5/8' DIA. BOLTS 0 - DECK CONNECTIDN MIN. 8d NAIL 6x6 POST: (12) 16d COM. NAIL a cpAni CAPACITY REQUIRED PBS66 POST CAP 1815 BEAM: (12) 16d COM. NAIL ,o - 12' 427 lbs. 4 PBSE66 6x6 1430 POST: (8) 16d COM, NAIL 16' 526 lbs. 5 END POST CAP BEAM: (8) 16d COM. NAIL D o ° 20' 626 lbs, 5 KCC66 6x6 5225 BEAM/GIRDER: (2) 5/8' BOLTS —_ __ — —_ __ 24' 726 lbs. 6 COLl1MN CAP POST/COLUMN: (4) 5/8' DIA. BOLTS o" ,-III=III=III-III-III-III;III_III_III-III-III „III-III=III- 28' 826 lbs. 7 TYPICAL DECK 32' 927 lbs, 8 PAU66 6x6 2350 FOOTING/PIER: 5/8'x7' ANCHOR BOLT 36' 770 tbs. 7 POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS N.T.S. CBE66 6x6 WET POST ANCHOR 3570 COLUMN BASE POST/GIRDER: (2) 1/2' DIA. BOLTS 6x6 WET POST ANCHOR KCB66 COLUMN BASE 5640 POST/GIRDER: (2) 5/8' DIA. BOLTS -o TY-DOWN JOIST: (6)8d COMMON NAILS -o - RT10 ANCHOR 585 HEADER/GIRDER: (6) 8d COMMON NAILS ALT, RT20 TY-DOWN 1105 JOIST: (9) 10x1-1/2 NAILS ANCHOR HEADER/GIRDER: (4) 10d COMMON NAILS INSTALLATION NOTES: 1). 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