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HomeMy WebLinkAbout31491-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32029 Date: 11/27/06 T~IS c~KTIFIES t~t the building ADDITIONS/ALTERATIONS Location of Property: 670 SOUTH HARBOR RD (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 75 Block 3 Subdivision Filed Map No. __ Lot NO. -- SOUTH/PEC (HAMLET) LOt 10 conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 26, 2005 pursuant to which Building Permit No. 31491-Z dated OCTOBER 4~ 2005 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. ~ne certificate is issued to BENJAMIN C SISSON (OWNER) of the aforesaid building. SIFFFOLKCOI~TYDEPARTMENT OF H]F~J~T~{APPROVAL N/A ELE~-£KICAL CERTIFIC3~T~ NO. 2090453 08/22/06 PLUMBERS CERTIFICATION DA'£~U 11/10/06 BURTS RELI~LE Authorized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ~ ~ This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 a 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 Buildinm - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial ~15.00 Date ...... ~ .......................... J ew M .... New Construction ........... Old Or Pre-existing Building....A~.. . ........ .. Location of Pro ert House No. Street Hamlet Onwer or Owners of Property.. ~ ....................................... ... .. County Tax Map No 1000, Section..~.~-~.. ...... Block..~O~3 ..Lot.. ~<~, . .. Subdivision ................................ .. . . Filed Map ............ Lot .................... .. Permit No...~/..~.?./ ....... Date Of Permit..~.~. ?.~./...~.~....mpplicant.~°..~9. ?~....~.O;~!.~[ .~?..~.~.~ ...... Health Dept. Approval .......................... Underwriters Approval ...................... Planning Board Approval ........................ Request for: Temporary Certificate ........... Final Certicate ........... Fee Submitted: $ ~_5 ................. APPLICANT BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM SHAW 530 MIDDLETON RD GREENPORT, NY 11944 BENJAMIN SISSON 670 S. HARBOR LANE SOUTHOLD, NY 11971 Located at 670 S. HARBOR LANE SOUTHOLD, NY 11971 Application Number: 2090453 Section: Block: Lot: Certificate Number: 2090453 Building Permit: BDC: ns11 Described as a Residential 0-599 square t~. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 22nd Day of August, 2006. Name QTY Rate Rating Circuit Type Miscellaneous kitchen family room and 2 bathrooms Alarm and Emergency Equipment Sensor 1 0 Sensor 1 0 Appliances and Accessories Dish Washer 1 0 Exhaust Fan 1 0 Wiring and Devices Outlet 14 0 Fixture 14 0 Outlet 28 0 Receptacle 18 0 Switch 12 0 Dimmers 2 0 Receptacle 4 0 Carbon Monoxide Smoke 1.2 KW F.H.P. Fixture Incandescent General Purpose General Purpose General Purpose GFCI seal Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM SHAW BENJAMIN SlSSON 530 MIDDLETON RD 670 S. HARBOR LANE GREENPORT, NY 11944 SOUTHOLD, NY 11971 670 S. HARBOR LANE SOUTHOLD, NY 11971 Located at Application Number: 2090453 Certificate Number: 2090453 Section: Block: Lot: Building Permit: BbC: ns11 Residential 0-599 square Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed · =-'1 herein, was conducted in accordance with the requirements of the applicable code and/or standard ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ authority having jurisdiction, and found to be in compliance therewith on the 22nd Day of August, 2006. ~ Name QTY Rate RatinA Circuit Type ~ seal ~ 2 of 2 ~ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. P OBo> 1179 Fa,~ (510 75:3 '(: OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I 0 N Building Permit No. --~IH~ I Owner: ~',~O¢~'~ Plumber: (please print) (please print) certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this IO'eL day of ~ 200[¢ Notary Public, ~_O ~fO\%. County BERNADETTE L. TAIHJN NOTARY pUBUC N4844893 State of New ~esidin~ in Suffolk cour(ty 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. 31491 Z Date OCTOBER 4, 2005 Permission is hereby granted to: BENJAMIN C SISSON 670 SOUTH HARBOR RD SOUTHOLD,NY 11971 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 670 SOUTH HARBOR RD SOUTH/PEC County Tax Map No. 473889 Section 075 Block 0003 Lot No. 010 pursuant to application dated SEPTEMBER 26, 2005 and approved by the Building Inspector to expire on APRIL 4, 2007. Fee S 150.00 ~ut.~~ /~/'~re~~ hoz~zed Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING ~'FINAL ,/~ ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: __ INSPECTOR .__~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~K~/INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ INSPECTION ~/~ROUGH PLBG. [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [~FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ FOUNDATION 2ND FRAMING/STRAPPING [ FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ FOUNDATION 2ND [ FRAMING / STRAPPING [ FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION l ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ~)C~/FINAL DATE ;/..~;-a~ iNSPECTOR__/-~ ~ F/ELD INSPECTION REPORT [ DATE I COMMENTS FOUNDATION (1ST) ...................................... -_, ,- -/~~ -, ~SULATION PER N. Y. STATE ENERGY CODE ~DITION~ COMMENTS Examined Approved Disapproved a/c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Expiration ,20__ PERMIT NO. ,20 9~ ,20 .~ BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning B,~rd approval Survey Check.n~L Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: ~,,~,-.~..,-o~ ~ome....~ APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date j-~ ~2z~7 9.~ ,200~' 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 t~om 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 ~,~-,,~B-, ,~tsSw~-- (As on the tax roll or latest deed) If applic _ant is_ a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electhcians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block ~ Filed Map No. Lot lq) Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy O ~e_ ~,-v~,l,] ~¢~3.~,c~-- b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition ~/ Alteration Repair Removal Demolition Other Work 4. Estimated Cost ~/a oo~ 5. If dwelling, numb~ of dwellingr~fits If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor t 6. If business, commercial or m~xed occupancy, specify nature and extent of each type of use. /V A . 7. Dimensions of existing structUr~s~ if any: Front g 2_ Rear /' 2_ Depth Height_ ~_~.' ,Number of Stories /~. Dimensions of same structure with alterations or additions: Front Depth 2 8. Dimensions of entire new const~cti0fi: Front I~ '- ff" Height lo ' Number of Stories 9. Size oflot: Front Io~ ' Rear ~off ' d ~- .Fl'ear Number of Stories /~ Rear Depth 6'- t Depth 2 [ o 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO ~ 13. Will lot be re-graded? YES __ NO ~/Will excess fill be removed fi.om premises? YES__ NO 14. Names of Owner of premises ~4o.,2~- ~tx5o~-- Address /j 70 Name of Architect Address Name of Contractor Address Pv.&o.,Phone No. Phone No 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 cfa 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) COUNTY oFC')~¢¢0 b{c S)s: I'~t~[',.~-,~ ~"~Ov~..-o being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the C.~r_~.-.. _'~._ '' (Contractor, Agent, (~omte O?~er, 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 tree 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. '2JO~% dayof r~,' o~>l'~x't h {,'V Notar~ Public 20o( Signature of Applicant MELANIE DOR0SKI NOTARY PUBLIC, State of New York No, 01D04634870 Oualified in Suffolk County ..,,~ Commission E,~ir~ 8sptember 30,~ t~u MAIN H. LEHR ' ~1o/~ ~o~~ 6 G. ZA VESKI Et UUDITH A. ZAVEsKI .~.,c~.:~ ~~, . c. eo. eo~ sos MAiN ROAD SOUTHOLD~ N.Y. 11971 ROAD O co dOHN MARTIN SURVEY FOR ANNE de REEDER AT SOUTHOLD TO'WN OF SOUTHOLD SUFFOLK COUNTY, N.Y. I'OOO - 75 - ~5 IO SCALE I" = 40' DEC. :5~ 1985 CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE COMPANY ANNE de REEDER LEHR 8 5 - 3gl MAIN ROAD ~ ~ ~* ~ SURVEY FOR ' / s'a°'z"°°'~ ~ SCALE ~- 40' l'-J N.Y. S. LIC. Nv.'~ 49668 -~ , ,:;'... ,., P~'('4iI'~'~ORS & ENGINEERS, P. C. ( 616 ) ~s- 5DAD. ' P.O. BQ~X e09 CERTIFIED TO: COMMONWEALTH LAND ANNE de REEDER JOHN MARTIN LENR TITLE INSURANCE COMP4Hy . MAIN R .'3,4 O SOUTHOL. 0iN.Y. IIg?l * II Hum ~1 -.?t 4II is*.el~ ~LGO UOL~Fz II I/.IAbl,' HF-H I;-co~.tlU/4~,~. dF..I.4TIF-.E. STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION ~ MULTIPLE SECTION ASSEMBLY: 1/4" CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B FOR PANEL SPANS: 0 < 4'~" WIDE SPAN ............... TABLE 1609.1.4 ~ALLOPENINGS INCLUDING WINDOWS AND DOORS SHALL BE P~OTECTED WITH REMOVEABLE 5/8 WOOD STRUC~UR~'-~E-Ls 23/32" APA SPAN-RATED 4al 24 SEeTHiNG GRADE PL~OOD (OVER~P AROUND OPENINGS 4") USE AC G~DE W/2 COATS EXTERIOR PAINT 2 BIDES, 4 EDGES. ALL N~RfiO LIN ~ W IN D6~ ~ M~ ~7 0SE: ~BEL ACCORDING TO LOCATION. I~i~'r HE GHT S L~ S~P {bR S~b~ ~D THE AbD Y~N b~'~ ~/2~J4'~ ASSEMBLY:A~ACHiNGSTRUCTU~LPANEL:FASTENTOBUiLDiNGw/~Sx3,,(w/WASHERS) GALViNiZEDOR L ~: '5-~_ - .... STAINLESS STEEL ~ODSCREW~ 16"O.C. OR BE~ER ~ ~YIM~S TH~ ~IGN PR~R~E~F~D-A~D ~'~LA~US~ MEEY ~YM E 1996~ ~EQ~JREMEN~-~ ALTERNATIVE FASTNER FOR SHU~ERTO BUILDING;~RE~RYO ~EcYION R ~'~09T~.4~0~ ~-[Y~R~A~iVE O~h N~O~Td~ ~ERE SCREWS A~ACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE A~ACHED UTILIZING VIB~TION RESISTANT ANCHORS HALVING A MINIMUM WITHD~ CAPACI~ OF 490 lbs. rrj SPECIFICATIONS AND ASSEMBLY IDENTICAL TO ~ < 4'-0" SPAN. NOTE ADDITIONS: T ASSEMBLY: A~IC 1). PREASSEMBLE PL~OOD TO 2x4'S: ~ 10x3" (wi WASHERS) GALVINIZED OR STAINLESS STEEL ALTERNATIVE FOR OPENING PROTECTION I WOOD STRUCTURAL PAN ELS WITH A M'NIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF ~"0" ~CON~ SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELSPLOOR SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 1609 1 4 AND 1609 6.5 AND TABLE 1609.1.4} TABLE 1609.1.4 N[W ~LOCAT~D ~IST~N~ WINDBORNE DEBRIS PROTECT)ON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS PO~E~O~ - ~ 112" ~B WOOD SCREWS 10 16 16 12 PLOOE A. THiS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF ~.~Jl~ [ HEIGHT OF 33'-0" OR LESS ~ -~ TO ~U~OL C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE ATTACHED UTILIZING ViB.ATION .ESISTANT ANCHOR~ HAVING A MINIMU. WITHDRAWL C~P~mTY OF 490 LBS ~LOF~" I/A" PEE POOT FITCH TO T~ APPROVED DADEMENT LINE. Ill ~ISTING ~ ~ PLUMBING DIAGRAM NOT TO SCALP_ FASTENER SPACING (INCHES) :~ANEL SPAN < 2 !'-0" < PANEL 4'-0" < PANEL $'-0" < PANEL ;ASTENER TYPE 3" ~PAN < 4'-0" SPAN < 6'-0" SPAN < 8'-0" Z 1/2" #6 WOOD SCREWS 16 16 12 9 Z 112" #B WOOD SCREWS 16 16 16 12 RAFTER = USP RS250 AT 21 KING S 6 OR (2) TO~ P~Tfi USP RS2~ AT 21 USP R USP LS ORTMU~ W~L STUD ~-~ [ WiOCT ~FTE~P~TE P~T~STUD POST 2ND. FLOOR W~L STUD O ~ 2ND. FLOOR W~ S~D 1ST. FLOOR w~g STUD~ F 3 SUBFL~R' 1ST FLOOR WALL STUO ~ "~ 1ST FLOOR WALL STUD ~ USP RS250 AT 21 · KING S 6 OR (2} RAFTER -- "~ HEADER . : TOP PLATE · · USP RS250 AT 21 USP RT20 ~ ~. __· USP R8250 USPR USP LS OR TMU ! WALL STUD -(~ WALL STUD ~ © USP RS250 AT 12" .~ONNECTION USP PRODUCT NUMBE[q B ~AF-IER/PLATEIS"flJD RT20 ~AFIEPJPLATE RTl6 or (2) F~7 [ wlocT ~RAFTER/PLATE PLATE/STUD '~ HEADER/JACK c ,E^DErVS~J. RT~ ~EADER/JACK S"flJD RS250 12" STUDIPLAIE RS250 16" ~LATE/SILL MP6F F ~,NCHOR BOLTS STS16 G ~OSTANCHOR FOR DECKS P^U SERIES ~OST ANCHOR FOR COVERED PORCHES CBE SERIES ' 1~ OR 2X4 - 16" O/C COLLAR lIES MIN. POST -- USP CBE "~ ~> P.C. FOOTING -- 2ND. FLOOR WALL STUD © ! 2ND. FLOOR WALL STUD © /,. /'- 1ST. FLOOR WALL STUD-- R, SOA.D SUBFLOOR. ~ USP KLFTA ~ USP RS250 AT36' ~ USP RS250 AT 36' DOUBLE SILL pLATE -- USP MPOF GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEDULE 1. The infomlatlon on this set of construction documents is to relate bast design 1. All walls, 2x4 and 2x6, to be stud grade or better 16" etc. All other framing material intent and framing details. They are intended as a construction aid, not a substitute to be #2 douglas fir or heifer. TABLE 3.1, INCLUDING 33 AND 39 for generally accepted good building practice and compliance with current New York 19~]5 BBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL state building codes. The general contractor is responsible for providing standard 2. All wood framing in contact with concrete or masonry to be pressure treated. JOINT DESCRIPTION NAIL QUALITY NAIL SPACING construction detoils and procedures to ensure a professionally finished, structurally ROOF FRAMING sound, and weatherproof completed product. 3. Provide double floor joists under all walls parallel to floor Joist span direction unless RAFTER TO TOP PLATE TOE NAILED 8'-0" WALL, 3-1~d PER RAFTER ethe~ise specified. 10'-=' WALL: 4-8d PER RAFTER ets These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists. RIM BOARD TO RAFTER END NAILED 2-1~d EACH END responsibility for construction coordinating with these plans, nor responsibility for 3-16d PER 2X6 STUD ~ U ,,E . - FLOOR FRAMING ~'- O 6. Refer fo floor plans, exteber elevations, and window schedule tor types and sizes of 10. Typical extedor walls and roof to be sheathed with ~" exterior grade plywood or JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8d PER JOIST windows. All windows to be Andersen high performance quality or approved equal. 7/16" OSB plyv~od, group 1, APA rated. Plywood to span over all plates and IRIDGING TO JOIST TOE NAILED 2-8d EACH END 9. General contractor to consult and coordinate with the owner and the plans for all practices. -- Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES GENERAL FOUNDATION NOTES 1, Plumbing subcontractor to be responsible for adhedng to all applicable code and ~YESUM WALLBOARD 5d COOLERS '" EDGE / 1(7' FIELD safety requirements. YALL SHEATHING heights of finished floor(s) above typical grade.' 2. If wall plates or joicts are cut during the installation of plumbing fixtures or ~d . NTERMEDIATE SUPPORTS IN THE PANEL FIELD GENERAL HVAC SYSTEM NOTES 25132" Sd ~" EDGE 16* FIELD ~-~ 3 ° Interior slabs to be placed on 6 mil. stabilized polyethylene vapor barrier, 2. HVAC subcontractor to fally coordinate all system data and requirements with the between all wood surtaces that are exposed to concrete or masonry surfaces. NEW CODE . .BE..ALLS..T.,NG,e CONT,NUOUSOVE" OO..EOT .E.eE.e, .ET^SU 'E""U"BER OF.^,L. S.AL. SEP ."'' DTO SE 7. Damppreof extedor of foundation with a bituminous coating as per code and soil condibens, GENERAL WIND PROTECTION CONNECTION NOTES I Adapted from Standard for Hurdcane Resistant Residential Construction; SSTD 10-99 SGUTHOLn BUILDING DEPARTMENT CRITI~RIA and 199fi SBC High WInd Edition Wood Frame Construction 1 OCCUPANCY CLASSIFICA~ON I R-3 RESIDENTIAL - SECTION 310 BUILDING CODE N.Y.S. GENERAL FLOOR PLAN NOTES Fasteners and Connectors tot Wood Frame Construction USE DWELLING UNIT - BECKON 310 - 310.2 1. Dimensions shall take precedent over scale drawings (do not scale drawings). 1. A continuous load path bebeeen footings, foundations wafis, floors, studs and roof 2 HEIGHT 24' HT. framing shall be provided. FIRE AREA (sf) 1503 SQ. FT. TOTAL FIRST FLOOR 2. All intedor walls to be covered with %" gypsum board with metal corner reinfoming. 3 TYPE OF CONSTRUCTION WOOD FRAME CONS'I~UCTION Tape, float, and sand (3 coats). 2. Approved connectors, anchors and other fastening devices not included in the Standard Building Code, Table 2306.1 shall be installed iR accordance with 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM 3. Walls common to garage and house to have a layer of 5/8", fire rated gypsum board manufacturer's recommendafions. 5 FRAMING ELEMEN'PS SEE FLOOR PLANS AND SECTIONS:.--LU at garage side with 5'-0" return on adjacent walls and ceiling. Manufactured lumber 5 DESIGN LOAD CALCULATIONS PAGE 6 (~ Z requires 2 layers of 5/8", fire rated gypsum board, 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or~ ILl subject to salt corrosion in costal areas, shall be stainless steel or hot dipped 7 WINDOW AND DOOR SCHEDULE PAGE 7 4. All bath and toilet area wails and ceilings adjacent to wet areas to have water galvanized. 8 LOAD PATI-I SEE BUILDING SECTION ~ Z resistant gypsum board, or wall tile set on wonderdoard or equal. § NAILING SCHEDULE PAGE 6 I 4. W~lere windows and doors interrupt wood structural panel sheathing and siding, 1 (~ EGRESS SEE FLOOR PLANS AND SEC'HeNS O D E SIG N L O A D C A L C U L A T IO N S framing anchors or connectors shall be provided at the top and bottom of cripple O studs, header studs, and at least one stud at each side of opening. 11 PLUMBING RISER DIAGRAM PAGE 7 /~, .j MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf) 12 FIRE PRO3'ECTION N/A~ ~;~ u- I E X T E R I O R B A L C O N I E S 6 O 5. Ridge straps shall be attached to each pair of opposing ratters except whet collar 13 TRUSS DESIGN DRAWINGS N/A ~ Z ATTIcsDECKS WITHOUT STORAGE 4030 of rafters, ties of lx6 or 2x4 lumber Is located in upper third of attic space and attach to each pair 14 ENERGY CALCULATIONS SEE A'i-rACHED fl~ ?O"'~ ATTICS WITH STORAGE 40 6. Uplift connectors shall be provided at each rafter beadng. ~~_ ROOMS (OTHER THAN SLEEPING ROOMS) 40 CLIMATIC AND GEOGRAPHIC DESlGNCRITERIA O s L E E P IN G R O O M S 30 7. Floor to floor hold-downs to be provided every 48, and every 16" within 4' of extedor WEA~-IERING SEVERE ~,~ ~ '3' CRITERIA FOB CALCULATION OF DEAD LOAD ;FROSTLINE DEP~-I A C T U A L W EIG H T S O F M A T E R IA L S R E F E R E N C E D T O A.I.A, 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation !~ RM mE MODE RA"I~ TO HEAVY ,, ARCHITECTURAL GRAPHIC STANDARDS with anchorbogs havinga min. bofi diameterof5/8"and 3"x 3"x 1/8"washers. A 3ECAY SLIGHTTO MODERA3E I minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of /VlNTER DESIGN 'IEMP. 11 SNOW each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ CE SHIELD UNDER- ,AS PER MANUFAC]I.IRE.'S '~O.~:~ spacing not exceeding 4 feet on center. ~YMENT REQUIRED SPECIFICATIONS / STA'IE CODE S E IS M i C =LenD HAZARD~ IDESIGN CATEGORYIBTHESE NOTES ARE GENERAL CONBTRUCiTON NOTES. THEYARE NOT W IN D SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS IWINDSPEED EXPOSURE CATEGORY GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSEO WITH YOUR o GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. ~.~ JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING DESIGN LOAD CALCULATIONS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf) EXTERIOR BALCONIES 60 DECKS 40 ATTICS WITHOUT STORAGE 30 ATTICS WITH STORAGE 40 ROOMS (OTHER THAN SLEEPING ROOMS) 40 SLEEPING ROOMS 30 CRITERIA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A, ARCHITECTURAL GRAPHIC STANDARDS I SNOW IGROUND SNOW LOAD 14ti ms. SEISMIC IDESIGN CATEGORY Is WIND SOUTHOLn BUILDING DEPARTMENT CRITERIA 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL - SECTION 310 BUILDING CODE N.Y.S. USE DWELLING UNIT - SECTION 310 - 310.2 2 HEIGHT 24' HT. FIRE AREA (sf) 1503 SQ. FT. TOTAL FIRST FLOOR 3 TYPE OF CONSTRUCTION WOOD FRAME CONS3RUCTION 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM 5 FRAMING ELEMEN3S SEE FLOOR PLANS AND SECTIONS 6 DESIGN LOAD CALCULATIONS PAGE 6 7 WINDOW AND DOOR SCHEDULE PAGE 7 8 LOAD PA~-I ;EE BUILDING SECTION S NAILING SCHEDULE PAGE S 1(~ EGRESS SEE FLOOR PLANS AND SEC'HeNS 11 PLUMBING RISER DIAGRAM PAGE 7 12 FIRE PRO3'ECTION N/A 13 TRUSS DESIGN DRAWINGS N/A 14 ENERGY CALCULATIONS SEE A'i-rACHED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NEA~-IERING SEVERE :REST LINE DEP~-I 3'-0" ~RMmE MODSRA"I~ TO HEAVY 3ECAY SLIGHT TO MODERA3E /VlNTER DESIGN 'IEMP. 11 CE SHIELD UNDER- AS PER MANUFAC]I.IRER'S ~YMENT REQUIRED SPECIFICATIONS / STA'IE CODE =LenD HAZARD~ U'NDERWRITERS REQUIRED APPRGVED AS NOTED DATR: ~?~____~B,P, # ~ BUILDR ,r ,F?MENT AT 766-1802 6AM U,, ~ ~.~ FORTHE FOLLOWING 1.FOUNDATION - T~,~r) REQUIRED FOR POURED CONCRETE 2.ROUGH - FRAMING & PLUMBING 6.INSULATION 4,FINAL - CONqTRUCT~ON MUST BE OOMPLET5 FOR C,O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBL~ FOR DESIGN OR CONSTRUCTION ERRORS, ~ cOMPLY W~TH ALL cODES OF- ~W YoRK STATE & ToWN coDES ~ REQ~ED AND cONDITIONS OF  N,~,S, gEC I CERTIFICATION OF ] NAILING & CONNECTIONS REQUIRED. OccuPANCY OR USE IS UNLAWFUL WLTHOUT CERTIFICATE OF OCCUpAN, CY COMPLY WITH CHAPTER "46" E PREVENTION -FI:.~ DAMAG , SOUTHOLD TOWN CODE., ALL CONSTRUCT 01~ sHALL iMEET ]'l'tS, HEQ,UIREMENTS ,OF THE '¸ON ~_.j pLUMBiNG ALL pLUMBING WASTE & WATER LINES NBED TESTING EEFORE COVERING., MULTIP!~E SE ,CTIO'~I, ASSEMBLY: THICK SOLTS'~ 2¢ OC SHUTTER N.T.$. FOR PANEL- SPANS: 0 < 4'.0" WIDE SPAN TABLE 1609.'t .4 23/32" APA SP~-~TED 48/24 ~H~THING G~DE PL~OOD (OVER~P ~OUND OPENINGS 4") USE AC G~OE WI 2 COATS E~ERIOR PAINT 2 SIDES, 4 EDGES ~BEL ACCORDING TO LOCATION, A~OHING 8T~CTU~L ~ANEE FASTEN TO'B~J~tNG WI ~3 (~ WA6HERS) ~VINI~D OR STAll. SS ~EELr ~OD 8~W ~ ta" o.c 0R'~ ~ ~:=~ ~ERE SCR~ R~AqH TOr~ON~Y'O~ ~0NRY, S~C~,.~E~;~ SE A~H~ . U~NG V~N RESlSTA~ ~NCHORS ~1~ F~ PANEL ,,. SP~N~: 4'~ ~ W~R SPAN ~E~IF~ATIONS AND ~SEMBLY IDE~IGAL TOO < 4'-0" SPAN. 2x4 S~RONG-~CKS ASSEMBLY' 1). PR~SSEMBLE PL~OD TO ~4'S: ~ 10x3" (wi WASHERS) ~LVINIZED OR ~AINLESS STEEL WOOD SCREW ~ 12" O.C ALTERNATIVE FOR OPENING pROTECTION TABLE 1609.t.4 260 50 4 iALL WIN~O,.?E ~0 B~. ~ANpE~I~S~N' Hl~,~, p~I~ORM~A~N.~E OR ..... APPROVED EQUAL ',CALCULATIONS FOR W:INDOWS EASED UPON EXPOSURE B MUSTHAVE DP UPGRADE KIT~ ~ALL OPENINGS INCLUDING WINDOWS AN~ DooRs ~.HA'LL ~ pROTECTED WITH REMOVEABL~ 5/8~ WO~,D S~RUCTURAL PANEL~ ~ rWi?~~ 'MX'~-~ "~:'~ ~" '~X~'YE~'~ ~b~ ~X~'~ b~ Y~ ~'4~''~R~E~ ~?~ ': ~ ~'W6Ub ~'~W~ ,~? ~ '6Td' "~?~'~ ................ ] ~FOR S~A~S U~ t~ ~'-~ SHALL,B~ ~ tZ~~-*~A? ~20ZC. tAaL~ ~.24.2 ~ ~ ~ ~ [ ~ ATTIC ~CON~, PLOOR ' TO, sO~oLr, APPROVED ~EV~R LIN[, RIDGE ........ . USP LS OR TMU ~ ~S ~ W~I STUD- ~ W~L STUD ........ C) USP RS250 AT 12 - ~10~ ~p ~ ~q~ ~ JACK STUDS A ~m~F~R W~ CT * ~ 21" ~F~P~ , ~6 or (2)~ , ~ , ~ . ~ B ,~FTE~P~TE p~TE~TUD ' C HEADE~STUD H~DE~JACK C ;~s~ ~ I ii mD. FLOOR W~L STUD ..... O ~ 2ND. FLOOR W~L mD .... ~ ~ ~ ~ , ~ ~ 1ST. FLOR WALL STUD ..... ~ [ IST. FLOR W~L S~D .... 1 ST ~OOR W~L S~D - O 1ST FLOR W~ STUD ....... ~ D FOUNDATI~ W~ ...... -. ,~ g , ,' FOUNDATI~ W~L ....... ,,O .... i ~P~AU Tx ""' T ~ ~ ~ ~.~': "' ' ' GENEFLAL CONSTRUCTION NOTES 4. Oimen~ior~ sha~l take precedent over Seato drawings (do not scale drawings). 5. Tbs dvelgtridr rta~ not'aeon engaged for ~rrat~ct/on sqperviston ~nd esau .r?_s r~ re~pen~r~ll~ for cerisfl~don eeordinagn~mth tbe~eptone, ngr ~ta~portaibi. flty mr, cO~tidn mech,, m~oda,'tadl~iql~s, ~aq~en~e~, or P~flaures, o~ ~r sam[y ~ns,,a~fil~a ~ eOnnectton wi ef l~a Va~k Them am no wanandes for a I, ~tt~e ~ er.ifaplle~Hn.the utie orifiCeS:plans, tbe ~mer and l~e plans for al Resl~ O~ Co~. Imi~ ca,on man.de dM~fom as ~r code. heights of finished fl~s) able ~p[~l grade. 7; ~amp~Of e~or of ~unda~on ~th a bi.ruinous ~ as p~ ~e and soil GE__N..E~A__L F_ _RAM__LN~__NpZ_E_S t. All walls. 2x4 and 2x6, to ba stud grebe or better 16" o/c. All offer framing m.fonal to be ~2 douglas fir or better. 2 All wo~cl flaming in contact ~ concrete or masonry to be procure treated. cthenadse specflled. 4. Provide x-bracing or solid blocking at a maximum bf 8'-0" ale for all dimensional lumber floor Jdisto. 5 Floor con,truman: %" tongue and grooVe piywgod subfioor. Finished mstenal to be applied over sObfloor. Glue an~ screw plywood decking to floor JoIsis. 6. All window and door headem to de minimum (2) 2x10 uolass otherwi~e specified. All interior hfladera to be (2) 2x10 Orders ob~er~i~e keeci~d. 7. Provide foil solid bloc, king under all beadr~ wasa. 8. All beartta fo have adequate.haling at eatih, arid c)t as specified. '9. Ag fl~sh beam a~d. j~lst.inleme~on~, ~o have gl~va~/.ed bengal. , 1 ~. pl,O~ide inaUtsth~.i, rblfl[l~ ~ esve Veh~ betw~tm f,~tota. 13. Gen~ ~n~ ~ provue a~qu~e ~c ve~ilafion and m~ ven~ GENE~ PLUMBIN~ equipment suppher. NEW CODE ~J NOTES SSTD 10-g9 t A oonlinm:,L~,lead pe~ I~en footings, found~ibns walls, flo~rs, studs and roe~ jr~ framing shall t~ tg devicen r~o.~induded in the Code y to the weather or , aha be stain ess stael ~r hold pped ftamir~l a~ or r,~i~nn~1. ~hag be p~'et ~,top ~d~mr~ 6. Upl~ ~ne~rs ~all ~ prodded ~ e~ ~r each plata. Ancot bol~ sh~ h~e a minimum embe~ent ~ 7 i~es in SPEG FJ~AELY ~t~EN FOR TE~ P~N, Y~ ARE TO GENE~ GUi~LINE~:O~LY ~D SHOULD BE D~C~:'~ YOUR GENE~L C~CTOR BEFORE CONSTRUCT~N .BE~6. ' NAILING SCHEDULE TABLE 3 1 INCLUDING 3 3 AND 3 9 1995 aBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY , N~IL aPA~!N? ROOF FRAMING CEILING JOIST TO TOP P~TE TOE NAILED 8'-0" WALL 3~Bd PER JOIST IBERBOARD PANELS 7/16" 6d ~" EDGE I ~ RELD ~ PANCY CLASSIFICATION R-3 RESIDEN11AL,- $~ bWELL NG SS,c 3 -2 r , PErm pOUSmU N ,:', Wa~W AND ~R SCHE~LE PAGE 7 , , , , ,'*, ~ ~IL~G SCHED~E ~AGE 6 le EGPESs ;EE FLOR P~ Ali ~E~ON8 ~'1PLUMB~G.~SER D~G~M PA~E 7 12 ~E PRO~C~ ~A [ 13 ~USS ~S GN D~W~GS ~A CLIMATIC AND GEOGRAPHIC DESIGNlC iR~I~ERL A/EATHERING SEVERE FRO~T LiNE DEPTH 3'-0" ~IERMt'IE MODERATE TO HEAVY D~CAY SU~HT TO MODERATE I~E SHIELD UNDER- N5 PER MANUFA~RE~A