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Home My WebLink About33579-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPDJlTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33356 Date: 10/27/08 T~IS C~RTIFIBS that the building ~J~TERATIONS & ADDITION Location of Property: 220 APPLE CT SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 1 Lot 6.6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 11, 2007 pursuant to which Building Permit No. 33579-Z dated DECEMBER 11, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS WITH MUDROOM A/~D DECK ADDITIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to SEAN & EZIA GILI~kN (OWNER) of the aforesaid building. SIIFI~DLKCOIR%F~YDEPART~T OF ~L~{;%P~O~ N/A ELR~-r~ICAL U~rIFICATE NO. 4015111 10/21/08 PLLR~BEI~ CERTIFIC-ATION I)A'r~ N/A A~%~horized ~ignature 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 Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 / / New Construction: Location of Property: House No. ~'~ Owner or Owners of Property: '~ ~"7 Suflblk County Tax Map No 1000, Section ~}ID Block Old or Pre-existing Building: /// ' ~](c] k~one)'' Subdivision Permit No. ~"~ ,-~,~ff- ~Dat e o f Permit. Hamlet Health Dept. Approval: Filed Map. Lot: Applicant: Underwriters Approval: ~'~ Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ t~.~:/'/~d59 Final Certificate: A~nature 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 SEAN GILLAN 220 APPLE COURT SOUTHOLD, NY 11971 SEAN GILL, AN 220 APPLE COURT SOUTHOLD, NY 11971 Located at Application Number: 4015111 Section: Block: Described as a Residential 220 APPLE COURT SOUTHOLD, NY 11971 Lot: Certificate Number: 4015111 Building Permit: * BDC: ns11 occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, mud room,Omsid¢, 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 ~.~vin ~oa~pliance therewith on the :Zlc~c.i~Day~f octob.r, :zoos. Name ype Amount Rating AddifionalCharges FUEL SURCHARGE $5.00 Wiring And Devices Dimmer 1 0 120 V $0.00 Fixture 2 0 Fluorescent $0.00 Outlet 2 0 Fixture $0,00 Outlet 5 0 Gen, Purpose $0.00 Receptacle 4 0 Gen, Purpose $0.00 Switch I 0 Gen, Purpose $0.00 Invoice Total $80.00 1 of I seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PER~IT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PEP~4IT NO. 33579 Z Date DECEMBER 11, 2007 Permission is hereby granted to: SEAN & EZIA GILLAN 220 APPLE COURT SOUTHOLD,NY 11971 for : CONSTRUCTION OF MINOR INTERIOR ALTERATIONS & DECK ADDITION AS APPLIED FOR. THIS PERMIT REPLACES 30554. at premises located at 220 APPLE CT County Tax Map No. 473889 Section 070 pursuant to application dated DECEMBER Building Inspector to expire on JUNE SOUTHOLD Block 0001 Lot No. 006.006 11, 2007 and approved by the 11, 2009. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 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) 3~0~4 Z Date AUGUST 10, 2004 PERMIT NO. Permission is hereby granted to: SEAN & EZIA GILLAN 220 APPLE COURT SOUTHOLD,NY 11971 for : CONSTRUCTION OF MINOR INTERIOR ALTERATIONS & DECK ADDITION AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 070 pursuant to application dated AUGUST Building Inspector to expire on FEBRUARY 220 APPLE CT SOUTHOLD Block 0001 Lot No. 006.006 4, 2004 and approved by the 10, 2006. Fee $ 150.00 ~ hor~i 2 e~d S'igna t ur e Rev. 5/8/02 ORIGINAL COURT / / AREA = 22. t29 sq, ft, 9250 50 NOV 13 S.C. DEPT. OF H.r~ALIH SCqVICt'S SURVEY OF LOT 13 A T $OUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, 1ooo - 70 - oi - PlO os Scale: I"= 40' March 11, 1992 ~ r ~ m2 oct. 23, ~92 (f~l) 909 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. FOUNDATION 2ND [ ]INSULATION FRAMING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REM.~RKS: /~-~~ ~~ INSPECTOR DATE 765-1802 BUILDING DEPT. INSPECTION [' F~OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS...' ~-'~.'~ ~--~ ~h~ DATE 'I'I / INSPECTOR~~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~4~ FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ~-~ ] 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 [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION ~FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. []INSULATION [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR '~~*~ ............... . ...................... PL~G ~S~ATION P~ N. Y. STATE ENERGY CODE ~D~ON~ CO~s TOWN ~F SO~UTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ~/~ ,20,9 Approved ~'// a ,20 O Disapproved alc Expiration ~/(O ,20 O(o PERMIT NO. ~q~-g,~' BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Coataet: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulat~ffs, and to admit authorized inspectors on premises and in building for necessary inspections. /__ '- ~tt{re'~f ~lJpl~a~ or name, if a corpora~tio/n) '/~lvlailing address of applicant) ' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~r~..,~.~ · (As Jn the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders LicenseNo. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whic!l/proposed work will be '_:.7t l-'fo u se Numb$ff/~' Str~'~t Co~ty Tax Map No. 1000 Section/~ Subdivision Block / Lot o~.' ( Filed Map No. Lot 2. State existing use and occupancy of premises and intended user and occup~tncy of proposed construction: a. Existing use and occupancy ~J'7, ~ ,, / ~ , /V b. Intendeduseandoccupancy 'f3~"qT~'/gJd'~..',~,,/)/ X, 4xj ~r' k 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost f~(~ z~z~'~ 5. If dwelling, number of dwelling units If garage, number of cars Fee ~/~ff (Description) X(To be paid on fihng this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Real- Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size of lot: Front Rear Depth 10. Date of Purchasez~. ~ Name of Former Owner Zone or use district' ~.,/~_~ 11. in wmen premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES__ NO'Will excess fill be removed from premises? YES 14. Names of Owner of prem~e~Address Phone No. Name of Architect d,. I~i ~{ Address Phone No Name of Contractor ~7 Address Phone No. __NO NOV/ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY I~E REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO D~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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 O~ being duly swom, 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 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 Venire me this ~ ~ day of .~_~(/og~20 d9 ~ ~lffot at y Publi'~'~ ~ pplicant m Nota~ Pu~, StYe ef New Yo~k N0. 01C0501755Z 2~!!!fied in SUffolk...(jOIJLIID~ -,~ ~ Co~:~l~,~ E~pire~ Sept 13,~::~,f/L) Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631 ) 765-9502 Telephone (631 ) 765- 1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 27th, 2007 Sean & Ezia Gillan 220 Apple Court Southold, N.Y. 11971 RE: 220 Apple Ct. (interior alteration/deck addition) SCTM: 70 1 6 6 Dear Mr. & Mrs. Gillan, Please be advised that your Building Permit #30554 issued August 10th, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of 150.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDiNG DEPT. OWNER STREET ~,."~., Q VILLAGE DIST- SUB. LOT \"~ ~,'x~l ~ ~l~ z~,'~' A°"'eS~, ~/.,/~-~r~-~,~.~'~,..~~RE"ARKS , ~ ' . TYPE OF BLD. / ~ ~ ~[~ ~r~ PROP. C~SS I ,/ ' I / I - ~ '- / ~ F~ONTA~E ON WATE~ TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND' BULKHEAD HOUSE/LOT Bldg. / ~ Z--O ~ kO __75' O0~,.~' Foundation ~__ Bath Dinette Extension Basement '~xwL Floors Kit. Extension Fire Place ~ Heat ~ D.R. Patio Woodstove BR. Porch Dormer Fin. B. Deck Attic Breezeway; Rooms 1st Floor Garage Driveway ; Rooms 2nd Floor Pool P-ZLOCATE 1~ISTING FUP-.NACE 4; VENTING TO ~ NEW EIRE'?LACE CHIMNEY AT DZTERI OR` WALl; R`EMOVE ~XISTING CHIM PR.OVIDE NEW 3 I/2" dia, UNDER, COLUMN ALCOVE ~) ~0 L TO PJ~MAIN II FOUNDATION PLAN .~CALD:: 114" ---- ILO'' / // / 5/4" X G" MAHOGANY ~ECK.IN G MATEPJAL 5TI~U CTU P-,AL COLUMN IN WALL (TY?. END BEARING) fig(lUTING ESATH TO REMAIN '~.~?R`OVIDE 3 I/2" 5TP-.UCTU RAL COLUMN IN WALL (TYF END BEARING) ]I FI P-,.,.~T FLOOP--. ~CALD: I/4": I'-0" O n q <z~ O o LLJ Pt~OPO~E:~ ~ObITH ELEVATION 5¢~AIE: .Y~" = I'-0" PROPOSED NEPI INTL'P-JOf~ OP. E. XTE~IOP. PIALL E~,c =LOOP. PLAN 5GALE: ~" = I'-0" SOUTHOLD BUILDING DEPARTMENT CRITERIA OCCUPANCY CLABSlFICAllON R~ RESIDENTIAL - SECI1ON 310 BUILDING CODE N.Y.S. I BII HALL CONST. A~ITION EXI~Tli~ HAR.DY' PLANK. TO HATCH ~:XISTING OV~.. TYVEK ON %" COX PLY. ON #2 O.~. 2"X&" 5TOD5 @ I&" O.C. Iai/APPt~,OV~O HUP,~,ICANt= D'f'P, APS TO PLA'F'E5 ('~E 5Pt~,It=ICATIOND ~H~=TJ lal/~-Iq INDULATION tD~TI~ItD=N/~INiDH IN~ ,-f~lOl~ 1,%,' J~" GYP @ I0" MIN. t~MI~,~NI'~NT INTO t--XISTING PC ~TOOP I,N/~POX'r' AIDHE~IVE ,Il EXISTING PC STODP EXISTING BEDROOM EXISTING KITCHEN EXISTING BACEMENT DETAIL NTS 5EC, TION A-A 5CALE~ %" = I'-O" GENERAL CONSTRUCTION NOTES 1. The information on this set of censthJction docum~nta is to relate basic design intent and framing details. TDey are intended as a constmcfion aid, not a substitute for generally accepted good building practice and compliance with current New York state budding codes. The general contractor ts responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound, and weatherproof completed product. 2. General Contractor to coordinate all sub conflactom, schedu[mg of work, and interaction between trades. 3. The general contractor is responsible for ensudng that all work and constmctJon meets or exceeds current fedeed, ststa, and local codes, ordinances and regulafions, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if they are in variance w~th the plan 4. Dimensions shall take precedent over scale drawings (do not scale drawings). 5 The designer has not been engaged for construction supervision and assumes no respensibtiity for construction coordinating with these pians, nor respons~bil0y for construcaon means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection ~ the work. There are no wananfies for a specific use expressed or implied in the use of these pians. 6. Refer to floor plans, extedor elevations, and window schedule for types and sizes of windows AIl windows to be Andersen high performance quality or approved equal- 7. Door and window headem to align unless otherwise noted. 8. General contractor is fo ensure that masonry and prefobdcated fireplace construclJon meets or exceeds all manufacturer's spec~icabens and applicable codes. 9. General contractor to consult and coordinate with the owner and the plans for all buiE in items such as bookcases, shelving, panfiT, closets, etc. 10. Provide hardwired smoke defoctom, with battery backup, on all teem and In each bedroom, redly with local code requirements as per Section R317, New York State Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL FOUNDATION NOTES 1. Genend contractor te review plans, elevations, and details to bethrmtne intended heights of fictshed floor(s) above typical grade 2 All footings to rest on undisturbed soil. 3. Provide ~" Expansion joint meteda~ between all concrete slabs and RbU['dng concrete or masonry wails occumng in extedor or unheated interior areas 4. Concrete on 4" sand or gravel fiti minimum, with 6x6 - 10/10 wire mesh reinforcing Intedor stabs to be placed on 6 mti stabtiized polyethylene vapor banter 5. Provide crawl space ventilation per Iocat code requirementh. 6. General contractor FO instati cop-r-fox (or copper) sheet metal forrnfie shields between all wood surfaces that are exposed to concrete or masonry sudaces. 7. Dampproof extenor of foundation with a bituminous coating as per code and soil conditions GENERAL FLOOR PLAN NOTES 1. Dimensions shall take precedent over scale drawings (do not scale drawings). 2. Ail intoner walls to be covered with %" gypsum board vath metal comer reinfom[ng Tape, float, and sand (3 coats). 3. Wails common te garage and house to have a layer of 518", fire rated gypsum board at garage side with 5'-0" rethm on adjacent walls and carling Manuthctured lumber requires 2 layem of 5/8", tire rated gypsum board. 4. All bath and toilet area wa~ls and ceilings adjacent to ~et areas to have water resistant gypsum board, or wall tile set on woederboard or equal. THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT SPECIFICALLY W~ ~ ~N FOR THIS pLAN. THEY ARE TO SE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WiTH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. GENERAL FRAMING NOTES 1. All walls, 2x4 and 2x6, to be stud grade or belter 16" o/c. All other framing material to be ~ douglas tlr or better 2. Alt wood framing in confoct with concrete or masonry to be pressure l~eatad 3. Provide bauble floor joists under all walls parallel to rider joist span d~recaon unless otherwise specified. 4. Provide x-bracing or solid blocking at a m~xlmum of §'-0" o/c for all dimensional lumber floor joists. 5 Floor construction: J/~" tongue and groove plywood subfloor. Finished mater~al to be applied over subfloor. Glue and screw plywoed decking to fleer joists. 6. All window and door headers to be m~nimum (2) 2xl 0 unless otherwise specified. All intoner headers to be (2) 2xl 0 unless otbeP, vise specked. 7. Provide lull solid blocking under all beanng walls. 6. Ail beams re have adequate beadng at each end or as specified. 9. All flush beam and joist intersections to have galvanized hangers. 10. A typical structure that is designed as a "Partiatiy Enclosed Building" shall have extedor wails and mol fo be sheathed with r~,* exterior grade plywood or ~" eSS p[yw(md, group 1, APA rathd Plywood to span over all platss and headers 11 Provide insu[aban baffles at eave vents bet~,een taffeta. 12. Exterior flashing to be correctly installed at all connections between roofs, wails, chimneys, projections, and peneb-ations as required by approved construction practices. 13. General contTactor to provide adequate attic ventilation and roof vents. 14. Provide appropriate soffit ventilation at overhangs. GENERAL PLUMBING NOTES 1. Plumbing subcontractor to be responsible for adbenng to all applicable code and safety requirements. 2. If wall plates or joists are cut dudng the installation of plumbing fixtures or equipment prowde bracing to tie flaming beck together. GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor ~s responsible for adhedng to all applicable codes and safety requirements. 2 HVAC subcontractor FO fully coordinate ali system data and mquiremects with the equrpmerd supptier 3. HVAC subcontractor to prowde final system layout drawing and submit it to general contractor, owner, and equipment supplier for final review and approval GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Humcane Resistent Residenfial Construction; SSTD 10-99 and 1995 SBC High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction 1. A continuous load path between reD,rigs, foundations walls, fioom, studs and mol framing shall be provided. 2. Approved connectors, anchors and other fastening devices not ~ncluded tn the Standard Building Code, Table 2306.1 shall be installed in accordance wth of ralters. 7 Floor to floor beld~lowns to be provided every 48, and every 16" within 4' of extedor NAILING SCHEDULE TABLE 3 1, INCLUDING 3 3 AND 3 9 C HIGH WIND EDITION WOOD FRAME CONSTRUCTION ~ANU^L JOINT DESCRIPTION NAIL QUALITY NAIL SPACING TABLE 3.7 1995 SIBC HIGH WiND EDITION WOOD FRAME CONS'ITRUCTION MANUAL RAP Itc:R SPACING 16" O/C ROOF PITCH ROOF SPAN 12 20 2~ 3~ 3:12 5 8 11 14 4.12 4 6 11 5:12 3 5 g 7:12 3 4 6 9:12 3 3 ,4 5 12:12 3 3 4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LiNE DEPTH 3'-g" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP. 11 ICE SHIELD UNDER- ~,S PER MANUFACTURER'S LAYMENT REQUIRED SPECIFICATIONS I STATE CODE FLOOD HAZARDS TAB LE 3.4 1995 SBC HIGH WIND EDITION WOOD FRAM ~: CONSTRUCTION MANUAL R^FTJER SPACING 16" OIC 12{3 m ph FASTEST WINDSPEED ROOF ROOF NUMBER PITCH SPAN (ft) OF NAILS 4 12 12 3 16 4 24 6 28 7 32 8 24 28 24 5 32 6 36 7 16 3 2D 4 24 4 32 6 38 6 DESIGN LOAD CALCULATIONS ~IINIMUM UNIFORMLY DIS~IBUTED LIVE LOADS (Ibsf) E)(IERIOR BALCONIES 60 3ECKS 40 ~.~I~CS WITHOUT STORAGE 30 ~,TflCS Wi'Ri STORAGE 40 ROOMS (OTHER THAN SLEEPING ROOMS) 40 SLEEPING ROOMS 3(] CRITERIA FOR CALCULA3~ON OF DEAD LOAD AC'RJAL WEiGH'rS OF MATERIALS REFERENCED TO A LA. ARCHITECTURAL GRAPHIC STANDARDS I SNOW IGROUND SNOW LOAD 145 lbs. SEISMIC [DESIGN CA"i~GORY lB WIND IE :S%". TEGOey I; 0 mph ~ONNECTION SIMPSON STRONG-TIE E ~D/PLA~/SlLL CS20 ;~" LONG ~JD~PLA~E C$320 1§" LONG RAFTE RIDG FTER CT * 1~ OR ~ - 16" O/C COLOR ~ES MIN POST e SIMPSON CB SERIES ~ ~ ~ ~ ~ ~ ~ ~ P.C. FOOTING ~ ~ ~ · 1ST. FLOR W~L STUD-- ~ 1ST. FLOR W~L S~D-- O 2ND. FLOOR P~TE ~ 2ND. FLOR P~TE ~ : 1ST. FLOOR P~ ~ POST ANCHOR FOR COVE.EO.ORCHES SUBFLOOR~~~/. ~ SUBFL~R~ ~ /~ IST. FLOORP~TE~i RIM BO~D' ~ ~ RIM BO~ O ~ SUBFLOOR J / SUBFL~R-- ~ ~. ~ SIMPSONL'A--~ %~ SIMPSONCSI6~'LONG-- ~ g~ SIMPSON CS2016' LONG -- ~ ~ /~ ~ ~ / ~RYSTUDOVERHDRS, ~ ~ / RIMBOARD-- RIMBO~D--~~~ SIMPSON L~4 ISTFLOORWALLSTUD-- ~ ' ISTFL~RW~LSTUD-- ~ FOUNDATIONW~L -~ ' FOUNDATION WALL ' ~ ~ · , SiMPSON ~U SERiES __~ .. . ~ ~MOVE ~ISTING CHIM I ~.-~ TO.MAIN ~ ~ TO'MAIN ~ ~ ! ~ ~ ~ .... OCCUPANCY OR j USE IS UNLAWFUL WITHOUT CERTIFICATE j ~ ~L CONSTRUCTION SH~ ~ OF OCCUPANCY ME~ THE REQUIREMENTS OF THE ~OU N DATI ON P~N ~DES~NEWYORKSTATE. '- APPROVED AS NOTEO 5CAL~= I/4" = I' O" OERTlYlO~TIONOF /~ ~-~J:~ ~oT~ ~UlLm~6 ~E~A~E~ - NAILING & CONNECTIONS ~¢~ ~e~-~8o2 ~ TO 4P~ REUUIRED. //~ / ,, ~ObLOW~e ~S~C~O~S: ~ .- /~ ~ ~. ~OU~B~T~ - ~O / ~ / b FOR POURED CONCR~E ~R~RS CER~FIOA~--/ 3. INSU~TION E~RE~ 4. FINAL- CONSTRUCTION MU~ BE COMPLAN FOR C.O. ALL CONSTRUCTION SH~L UE~ ~E R~UIREMENTS OF~E CODESOF N~ RETAIN STORM WATER RUNOFF YORK STATE. NOT RESPONSIBLE FOR ~RSUANT TO SFCT!ON 45-10C n~mN OR ~RUCT~ ERRORS. UP IHt: IUWN U(JUE, GENERAL C~O N~TRU~TION' NOTES ' GEM ERAI':FR~'M-IN-"G-NOTES NAILING $CHEDUI~E 1, ThC,information nothts sMofco~ethJ~lon doconlenta,ts tomtateOaEtisde~l~ 1. AILWalts~2.x4a~d2x6, to be stud:grade or detter lS"o/o. A0 other framing matedal TAEtLE 3.1, INCLUEtraG 3.3 AND interdaad~Faming deter. Thdyarbl~:ended a~ adenMructlan aid, not S Etul~S§tota tobeit2douglaEt~rorUe!ter. 1age EBC HiGH WIRD EDITIO, N ,WOOD FRAME CONSTRUCTION MANUAL for generally a ,C'~ g0~.bUildlng p~actica amd compflsnoe with current New York , J o IN T D E $ C RIP 7 IO N N A IL Q U A L IT Y N A iL state building codes, The generalcontra~r is med~nalbi'e for providing standard 2, All w~ed framing in contact with concrete or masanly to be preEtEtum treated. ' co~enuctoh detailer and procedure~ tO ecaum s profasalocally fir~Ethed, stototuroily R O 0 F ; R A U m a sound, andweathetproofcompta~edproduct. ~. provide~aublefloorjoiM~underatlwalisderaltstt0floorjolEttspandiract~nunle,s RAFTER TO TOP PLATE TOE NAILED . a'-0'WALL: 3.lid PER RAFTER interaoilondetv~eo, trade$, lu~berfloorj0i~b: ' COLLAR TIE TO RAFTER FACE NAILED SEE TAEtLE 3 4 ;PER TIE meetaorexceeUs~rrent fedetal, sta~a,·ahd,locai~:les, ordihsnoeEt a~dregula~ons, 5, pIcoTconalm~'don;%"tOngueandgrooveplywosdsubfl~Ot, Fthlshedmstedaltobe RIM BOARD TO RAFTER END MArbLED =-le~ :EACH END etD, These codes em tO be cOn~iderad MS de~t =f the sbecificauaca for this building ' app led Muer subfloor, Glue and ~cmw plywood decking to floor Joists. w A L [ F a A M m e TOP PLATE TO TOP PLATE FACE NAILED 2-1~d · PER FOOT and shouldbeedheradtoeventfthoyamlnvEtdenoewiththeplan. 6. AIIWirtdowand door neEtderato bO minimum (2)2xt0unisss othmv4se specified. TOp PLATEEt AT INTERSECTIONEt FACE NAILED 4-111d JOINTS - EACH SIDE 4. DlmenEtlons shall toke ,precEdent over Etcale drawings (do nat scale drawthgs). AIl intod0r ,heedera to de (2) 2x 10 unless other, vise specified. TopREADERoR BOTToMT~ HEADERpLATE TO STUD ENDFACENAILEDNAILED 2-18dlSd p~R16" OIC2x4ALONGsTuD EDGES 7, Provide f~ll solid blccldng under all beedng walll. responalbtlh'yfotcnoEtffu¢§ohcoordinedngwiththe~leplans, nor mspanslbility for EtOTTOM PLATE TO FLOOR JOIST· IpER FOOT constl~ctJon meaRs, mathods, techniq~es, sequences, orpmcedums, orforsafety 8. AllbeamE~ohaveadequatebeadngat each endorse Etpecifled. aAND,~OIST, END JOIST, OR BLOCKING FACE NAILED 2-16d * ~ ~racatalons at~d programs in connection with the work: Them sre no warranfleEt for a specific usa'MxpraSsed or implisd in the use of ~hese plans. 9. All flush beam and JDist ictersectons to have galvanized hangers-JOIsTFLOORToFRAMINGEtlILL, TO P PLATE, OR GIRDER TOE NAILED 4-8d )ER JOIST 6, Refer tofloorplans, extariorelevedoca, andwtndowschedule f~rtypesandEtizesof 10. Typicalextedorwallsand rooftobe sheathed with %"extedorgrade plyweodor BLOCEtING TO ~OmT TOE HA*LED 2-Sd ~ACH ENO EtLOCKING TO SiLL OR TOP PLATE TOE HAILED 3-16d '"-ACH BLOCK windows. AllwtndowstobeAnderaen high performance quallly or Etpprov0dequal. 7/16"OSB pLywood, group t, APA rated. Plywood to spa~ over ~l plates and LEDGER STRiP TO EtEAM FACE NAILED 3_lSd .'_ACH JOIST headers. JOIST ON LEDGER TO aEAM TOE NAILED a-Sd 'ER JOIST ' · 11 Pravideinsulabon bafflesat eavevents between rafters. , BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d =ER FOOT 8, Geselal contractor let to ensure that mascory and prefabricated flreplEtco R O O F $ R E A T H IN G ; construction meets or exceeds all manufacturer's speciflcafiods and app[icabis codes. 12, EXterior flashing to be correctly installed at ali connections between roofs, walls, projections, danders fiend by approved 9. General contractor to ~onsult and ~cordlnate with the owner and the plans for ali practices ~LT~J~gJL~L~ - 10. Pmvtde hardwired smoke detectors, with batte~/backup, on aH floors and m each bedroom, verify ~th Ioca! code rEquirEments as per Section R317, New Yo~ State t4. Provide appropriate soffit ventilation at overhangEt, : E IL IN G S HI E A T H IN G Realdenbel Construction Code. Icatolt carbon monoxide detectom as per ~ede. GENERAL PLUMBING NOTES GENERAL FOUNDATION NOTES I. Plumbing subcontractor to be rexponsibts for adhedng to all applicable cods and i T R U C T U R A L p A N E L S ~ - 16" O/O - 8" A T P A N E L E D a E S A N l. OeneralcontractorrtO ravtawplanEt, alevations, anddetallstodetem~iNeintended ~ ~.T INTERMEDIATE SUPPORTS IN TSE PANEL FIELD heights of finished flcoi'(e) above typical grade. 2. If wall plates er Joists are cut during the installation of plumbing fiXtures or IF is E R S ~ A R D P A N E L S 7/~ e" e d ~" E D G E / e" F ~E L 0 25/32" Sd t" EDGE I ~" FIELD GENERA_~ HVAC SYSTEM NOTES ...................... ~- 16" O/C - 6" AT PANEL EDGES AND 12" 3. Provide %" expansion joint materiel between all concrete slabs and abuffing e d ~, T IN T E R M E D iA T E S U P P O R T S IN T FI E P A N E L F I E concrete or masaray walls occulting In extedor or unheated interior areas, 1: Mechanical aubeontractar is mEtponsible for adhering to all applicable codes and : Eafety mquirentenl~. !STRUCTURAL PANELS - 1" OR LESS Bd S" EDGE I 12" FIELD 4. Concrete on 4" Etand or gravel fill minimum, with 6x6 - 10/10 wire mesh reinforcing. Intenor$1abeto beplacadon6 mil stabllizedpolyethylenevap0rbarder. 2. HVAC sub~octra~or tofully coordinate atl system deta and mqulmmeatswtththe * NAILING REOUIREMENTS ARE ERASED ON WALL SHEATHING NAILED 8" OIC AT THE PANE · EDGE IF WALL BREATHING IS NAILED ~:Provideerawispaco~atltii~ttonperlocatcode requtremenis. 3. HVAC subcontractor to prowdefinalsyatemisyoutdrawlngan0submltitt°geneml REDUCED TO 1016d NAIL PER FOOT NEW CODE ............... ' .... · conditions. -- .............. = ........................... ] i OCl~i It~L~-'T[~N fv~NI. Ja~ GENERAL WIND PROTECTION C ON N E[C_T_IO__N ~N~O_TES GENERAL FLOO~R PLAN NOTES Fastenem and Connectors for ~od Frame Construction TABLE'3.4~ ',, ' ] F;~ F~'rCH R~F ~P.4~J ! I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA [I~Et~'~EtC High WIND ~DITIO'N Wood 12 ~ ~ 3~ ~VEA'R'IERING SEVERE framing shaft be provided. I~FTER SP~,CiN~ i'Et~' O/C ~ i 3112 5 ~ 14 2. All interior wallet to be covered with %,, gypsum beard with metal comer retnfoming, .tl~0 ~h FACe:EST V~IND~'~D i 4:12 ~ ( I 11 FERMITE MODERATE TO HEAVY atgEtragesidewithB'.0"rotumonedjacentwallsa~dceiNsg. Manufactumdlumber 4'121 ..... 12 3 912 3 ~ , 5 ~ LAY-Mi=~-I~E~b~BD Si=-E"bI¢iC~,~ION~-ISYA~=~,~D~ DESIGN L;0,AD CALCULATIO'N8 framingan,chorSorconnactarsEthallbeprovidedatthetopandbottomofedPPle ' 36 ~SE DWELLING UNIT- $EC~ON 310 - 310,2 M N M'UM, UN FORMLY p'[~TRIBUT~'D LIVE LOA0~'(Ibsf) , :-r ........ 20 ~ ROOMS, (OTHI~R TH~N SLEEpING, ROOMS) 40, ' S:t~ 12 ' ~LEEPI~G ROOMS~ ' ' , ' '¢ ' 30 7. Finer !o~norhold.doW~Sto be proVided e~ery4S, and every 16. within 4, ofexte~or ; ....... 't~J~,o ' 4:~ ~8i LOAD~VINDOWAND DOOR SCHEDULEpATH SEE SECTION"A" ENO.' ' ' "" 3ROUNp SNOW LOAD ' , , , , , a, 5,b~. msEtontyfoundefions, Aachorboltashoilbetocatedwithln121ncheEtofcorcarsandat ....... ~ 4 14 EN~RGYCALCULATIONS i , ~pa~l~g ~ot ex~eeding 4 feet on center. ~ 4 ~ W IN £ , , , ' SPECIFICALLy WRtTFEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS WIND SPEEU, ,,' , 1190 mph IEXPOSURE CATEGORY r" I~: ' ' ~ER~RAL GUTD4~LINES ONLY AND SHOULDSE DIBCUSSE~ WITH YOUR ~/ , , ~ , , GENERAL CONTRACTOR BEFORE CONSTRUCTION sEGiNS. [I~S~EtC HIgH WIND ~DITIO'N WOOD [FRAME CONSTRUCTION MANUAL ROOF ROOF NUaBER ,; PITCH SPAN (fi) OF NAILS 16 36 7 I~OCF PITCH ROOF~P.,I~! CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1'~ PI' 2~ 36 ~EATHERING SEVERE 3112 1' 14 FROST LINE DEPTH 3'-0" 4:12 4 11 FERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE 5:12 3 9 CVINTER DESIGN TEMP. 11 7:12 6 ICE SHIELD UNDER- AS PER MANUFACTURER'S ~12 5 LAY~i=Nt-R-EOOID~D Sh-EbI¢iCAYION~-/STA~I~ ¢OD~ 1212 ,4 FLOOD HAZARDS SOU]HOLD BUILDING DEPARTMENT CRITERIA :JCCUPANCY CLASSIFICATION R.3 RESIDEhmAL - SECTION ~10 BUILDING CODE N.Y:S · SE DWELLING UNIT- SELdeN 310 - 310.2 ; -IEIGHT :IRE AREA (St) SQ. FT. iTOTAL fYPE OF'CONSTRUCTION WOOD FRAME CONSTRUCHON DESIGN CRITERLA PRESCRIP'flVE DESIGN - 1995 HIGH WIND ED~ON WFCM =RAMING ELEMEN~ SEE FLOOR PLANS AND SEG~IoNs DESIGN L~OAD CALCULATIONS ~VINDOW AND DOOR SCHEDULE 8iLOAD PATH SEE SECTION "A" ~ILING SCHEDULE 1~i EGRESS 11= PLUMBING RISER DIAGRAM 12 FIRE PROTECTION /..~'~.6~= MEW~ 13 mUSS DESIGN DRAWINGS WIND LOAD PATH CONNECTI'O'N AND CONSTRUCTION DETAIL DRAWINGS USE' THE ;FOLLO~NG OR APPROVED USP MEfAI~ cQNNE~T(~RSr F0R ,PROPER ~ND RESISTANT CONS'IRUC~I~N. FOLLOW M~NUP~CTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPUFT LOAD CAPACITY. STAI~ RAflJN~ STAIR TREAD RIM BOARD STRINGER STRINGER TO DECK/PORCH CONNECTION DECK/PORCH RAILING -T,-D K- ~' N GIRDER~EADER POST~C~LUMN POST~TOJGIRDER/HEADER CONNECTION . GIRDER/HEADER POST/COLUMN GIRDER/HEADER TO POST/COLUMN CONNECTION DECK POST FTG. CONNECTION HEADER/GIRDER-TO-POST CONNECTION DEC?PORCH LEDGER CONNECTION UNDISTURBED SOIL DISTURBED / POOR SOIL SPLIOED JOISTS OVER HEADER/GIRDER QONC. PIER FOOTING NAILING SCHEDULE CLIMATIC & GE( ,GRAPHIC DESIGN CRITERIA POST.TO-GIRDER/HEADER CONNECTION