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HomeMy WebLinkAbout36936-Z .,._ ~ffit~' _' Town of Southoid Annex i~~ P.O. Box 1179 54375 Main Road ~n~l~.~ Southold, New York 11971 6/20/2012 CERTIFICATE OF OCCUPANCY No: 35754 Date: 6/20/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 ADDITION/ALTERATION 1205 Route 25, Greenport, Sec/Block/Lot: 35.-1-25 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore Lot No. filed inthis officed dated 1/12/2012 pursuant to which Building Permit No. 36936 dated 1/20/2012 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: construct a living room expansion to unit//75 (with crawl space) as applied for. The certificate is issued to Peconic Lndng (~ Southold (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 36936 6/8/12 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36936 Permission is hereby granted to: Peconic Lndng @ Southold 1500 Brecknock Rd Greenport, NY 11944 Date: 1/20/2012 To~ construct a living room expansion to unit #75 (with crawl space) as applied for At premises located at: 1205 Route 25, Greenport SCTM # 473889 Sec/Block/Lot # 35.-1-25 Pursuant to application dated To expire on 7121/2013. Fees: 1/12/2012 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: $290.20 $50.00 $340.20 ? Building Inspector Form Ne. 6 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWH HALL 765-1802 APPLICATION FOR CERTIFICATE OF OccUPANcy ~ application must be filled in by typewriter or ink and submitted to the Building Department with the folio}ring: A. For new building or sew use: 1. Final survey °f pr°perty with accurate'location o f 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 6fFire Underwriters. 4. Sworn statement from plumber ~fying that tho solder used m system contains less than 2/10 of I% lead. 5. Commemiat building, industrial building, mtiltiple residences and similar buildings and installations, a certificate of Code CompliaaceTrom architect or enginecx responsible for the building: · 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957} ~ion-conforming ua~s, or buildings and "pre-existing" land uses: 1. Accurate survey o f proPerty showing all property line~,-stmets, building and tmusufil naturai or topographic features. 2. A properly v4~mpleted application and consent to inspect signed by the applicant I . fa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certifica!e of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, , Swimming po01 ~50.00, Accessory building $50.00, Additions to aecessory building $50.00, 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. T_emporary Certificate of Occupancy _ Residential $15.00, Commercial $15.00 blew Construction: Old or Pre-existiBgfluilding~ House No. Hamlet luffolk .Copnty Tax Map No 1000, Section lubdivisibn lanning Board Approval: __ .equeat for: Temporary Certificate Submitted: $ Bioek Filed Map. Undetwriter~ Approval: _ Final. Certificate: Lot (check one) Applicaul Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (63 I) 765-1802 Fax (631) 765-9502 ro.qer, richert~,town, so uthold, ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Anne Mallouk Address: 75 King fisher La (Peconic Landing) City: Greenport St: NY Zip: 11944 3uilding Permit #: 36936 Section: 35 Block: 1 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Shore Power Electrical LicenseNo: 42536-me SITE DETAILS Residential Commerical New Addition Service I ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Office Use Only Ind°°r I~] Basement [~ Service Only I~ Qutdoor 1st Floor Pool Renovation 2nd Floor Hot Tub Survey Aitic Garage INVENTORY Hot Water GFCl Recpt NC Condenser Single Recpt NC Blower Range Recpt Appliances Dryer Recpt Switches Twist Lock Ceiling Fixtures ~'~[~1 HID Fixtures Wall Fixtures I 3[ Smoke Detectors Recessed Fixturesl 31 CO Detectors Fluorescent Fixture Pumps Emergency Fixture Time Clocks Exit Fixtures ~ TVSS Notes: Inspector Signature: Date: June 8 2012 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE~i i~ICAL (FINAL) REMARKS: ~~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / ~ / f/ _~ _ ~'~ C/ DATE ~ '- )~ - [c;~- INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [~ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~///~/Z''~ I NSPECTOFi~<~~. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. r~ INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~U~H PLBG. [ ] FOUNDATION 2ND [i/]~INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA~L (ROUGH) [ ] ELECTRICAL (FINAL) R E MAR KS..?~/~~-.,-~ ~/~~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU~GHPLBG. [ ] FOUNDATION 2ND [~INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F~SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ~/J FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -~~ ~ DATE INSPECTOR~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] I~IS~LATION [~/~INAL [ ] FIRE SAFETY INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY ] FIRE RESISTANT PENETRATION [ ] FIRE RESISTANT CONSTRUC110fl [ REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ~I~ELECTRICAL (FINAL) [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) REMARKS: DATE INSPECTOR TO~VN 0F SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined .2o Approved Disapproved a/c Expiration ~/ { h~.4 , 20~ a. Tnig~lto~ion MUST bt PERMIT NO. 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 Flood,Permit Sihgle '& Sdparate Storm-Water Assessment Form Contact: B~ding Inspector .'.' APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date (~,~. completely filled iu by typewriter or iii ink and submitted to tho Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee'according to schedule. b. Plot plan.s lo\Ting !ocat,!on of 19[ and of buildings on premises relatiouship to adjoining pre~nises or public streets or areas, and waterways[ c. Tile work covered by this applicatiou may not be commenced before issuance of Building Permit. d. Upon approi/al of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept ou the premises available for inspection throughout the work· e. No bt di lg shall be occupied or used in whole or in part for an5 purpos'e what so ever until the Building Inspector issues a Certificate of Occupancy. · ' ,' f.' E~ery. knlilding permit shall ex~p~irCif, the :.work authorized has i~ot, cot~menced within 12 months after the date of iss'uance or bas'u6t been completed withiii J:8' rno~hs ~ronq such date. Ifi~o ~6ning amendments or. other regulations affecting the property briTe b'eeh ~nacted in the interim:'the Btu drag ns0ector may aut lonze, mwntmg, t le extension of the permit for au additien six mouths. Thereafter, a new permit sball be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to tbe Building Zone Ordinance of the Town of Southold, Suffolk Couuty, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or fl0r 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 iu buildiug tbr necessary inspections. (Signature of applicant or name. ifa 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 ,~0~M'~,-] t~/~d-~-~::~J/'< (As on the tax roll or latest deed)'; If applicant is a corporation, signature of duly authorized ofricer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on whicb proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block g:~ I Lot ~-~ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occopancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy. 3. Nature of work (check ~vhich applicable): New Building Repair Removal Demolition 4. Estimated Cost -,,/t~,. ~ 5. If dwelling, number of dwelling units If garage., .number of cars Fee Addition 1'/ Alteration Other Work (To be paid on filing 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. Dimensiofii' of exigti'ng, structures, if any: Front. :~Z Rear ,~Z Height ~ ,,~2.~' Number of Stories Dimensions of same structure with alterations or additions: Front Depth ~.~a°/ Height '~,,~.~.~' ~ Number of Stories Depth Rear ~.~2. ! 8. Dimensions of entire new construction: Front Rear .Depth · .' Height Number of Stories 9. Size of lot: Front Rear .Depth 10. Date of Purchase _~t/~',/~gJO Name of Former Owner 11. Zone or use district in which premises are situated /a//') ~/~,t'~L~'7" 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES NO M/Will excess fill be removed from premises? YES 14. Names of Owner of premises,,'q~'//,t t~'a//~d::~ Address Name of Architect "~/~/'I ~' [,4~/[~ ~/~l'll' Address 2o,~,~...~ Name of Contractor Address Phone No. 4:~:~ - Phone No "~' Phone No. l 5 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. ls this properly within 300 feet cfa tidal wetland? * YES NO I,// · IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate tbundation plan and distances to property lines. 17. If elevation at any point on properly is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO I'// · IF YES, PROVIDE A COPY. STATE OF NEW YORK) CONNIE D. BUNCH S S: '. ,'.. NOla~/pt~l~c, ~tat~ d N~w Y~ No, 01BU61~ COUNTY OF c~~ ~ ~4, ~ _. ~ ~[~/~[ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ..~ i ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work aad to make and file tiffs 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 ia the manner set forth in the application filed therewith. Sworu to befo~'e me this, ~'~' day ~ ~ot~y Public : '. Signature of Applicant Town Hall Annex 54375 Main Road P.O. Box 1179 Soulhold, NY 119714)959 Telephone (631) 765-1802 Btnl .nlNG DEPARTMENT TOWN OF SOUTI~IOI.D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ~c ~4(O~ *Address: 7~ ~fi, f;~ ~< *Cross Street: . ~,~ ~ /_.~z *Phone No.: ~/ ~6~'-- ?ff~ Pe~it No.: & ~ ~G TaxMap District: {000 Section: ~,~ Block:, / *BRIEF DESCRIPTION OF WORK (Please Print Cleady) Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additienal Information: ~-~,10 YES / NO 3Phase 100 150 200 300 350 400 Underground Number of Meters Change of Service .PAYMENT DUE WITH APPLICATION Final Other Overhead 82~Request for Inspection Form  Town of Southold Erosion__, Sedimentation & Storm-Water Run-off ASS~:SSMENT FORM PR~S~TY LOCAtIOn. rJr. TM ~: TH~ FOLLOIf~ AGTIO~ MAY RE~UI~E THE 8~&IES~ON 0~ A $COPE OF WORK - PROI~3SED CON~J.~UCTION r~Y,M# / WOP.~~ J Yes No b. Wlmt k tim To4nt ~ eg Land (~ (s~ *'~'~) (Thl~ ligm wi k~ aN nm-off c~ by'''k~ OONNI~ ~. ~ O~ ~ ~0~ ~ · '~ Nots~ Publ~, ~ste ~ New Yo~ ~0~ ..~.~ ....... ~ No. -~-~ ~ ............... -. ~ ~ ~ ~ .~.~.~....~:.~:~.~.~..~ ......................................................... ~t ~ ~ ~ ~ ~e m~ ~ f~ ~ ~ ~p~n ~ ~t ~ S~ ~ ~o~ me ~; .... ~.~ .............~~_ ~.~~ ........... ~.~.~1 .......... ~.~a~ ~ ........ ~.:..m..~......~ ................................... , .................................. FORM - 0~10 Generated by REScheck-Web Software Compliance Certificate Project Title: THE MALLOUK RESIDENCE, Cottage 75 at Peconic Landing Energy Code: Location: Construction Type: Project Type: Heating Degree Days: Climate Zone: 2010 New York Energy Conservation Construction Code Suffolk County, New York Single Family Addition/Alteration 5750 4 Construction Site: Owner/Agent: Oes~nedCon~a~or: Compliance: 1.3% Better Than Code Maximum UA: 158 Your UA: 156 Ceiling: Cathedral Skylight: Wood Frame, 2 Pane w/Low-E Wall: Wood Frame, 16in. o.c. Window: Wood Frame, 2 Pane wi Low-E Door: Glass Door: Glass Floor: Alt-Wood Joist/Truss Over Uncond. Space 226 30.0 0.0 7 29 0.420 12 974 13.O 0.0 66 28 0.400 11 42 0.350 15 95 0.350 33 226 17.0 0.0 12 Compliance Statement: The proposed building design described here is consistel~t with the building plans, specifications, and other calculations submitted with the permit application. The pmpesed building has ~ de§igned to meet the 2010 New York Energy Conservation Construction Code mquiremenla in REScheck-Web and to comply with fl~e mar~at~requirements listsd in ~ REScheck Inspection Checldist. / /~-- -I ,; ~ '~/~li Name - Title I Signature ! ~/ " .... Date i project Title: THE MALLOUK RESIDENCE, Cottage 75 at Peconic Landing Report date: 01/12./12 Data filaname: Page I of 4 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY I 1971-0959 Telephone (631 ) 765- 1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 30, 2012 Peconic Landing@Southold 1500 Brecknock Rd Greenport, NY 11944 Re: 1205 Route 25, Greenport TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) // Electrical Underwriters Certificate. (contact your electrician) __. A fee of $50.00. __. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 36936 - Addition GENERAL NOTES DESIGN CRITERIA: ~ LIVING ROOM !t i EXTENSION ,=~TO UNIT #75 1. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WTH THE NEW YORK STATE UNIFORM LIVING AREAS - 40 PSF. BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. CONSERVATION CODE, AND LOCAL AUTHORITIES. WiND SPEED - 120 MPH~- LARCH STRUCTURAL GRADE/~2 OR BETTER. WEATHERING - SEVERE ~ 75 FROST LINE DEPTH- 56" ! i ~ PECONIC 5. ALL DIMENSIONS AND G~I)E CONDITIONS TO BE TERMITE - MODERATE TO HEAVYi ! !';; VERIFIED BY CONTRACTOR/S)PRIOR TO START OF DECAY- SLIGHT CONSTRUCTION AND ORDERING OF ~TERIALS. ICE SHIELD UNDERLAYMENT REQUIRED - YES { ~ I.ii_NDING 4, ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UPRIGHTS 9.0 FT AND OVER DESIGN IN ACCORDANCE WITH AMERICAN FOREST BY TRPLE UPRGHTS. ALL HEADERS TO BE PRODUCTS WOOD FRAME CONSTRUCTION MANUAL ~ ROUTE 25 MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. FOR 1&2- FAMILY HOUSE ~ ~ GREENPORT, NY 5. PROVIDE FLASHING AT ALL ROOF BREAKS PRESCRIPTIVE DESIGN METHOD. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WNDOWS AND DECKS ETC.. ARCHITECI 6. DO NOT SCALE DRAWINGS. ~ FRANK UELLENDAHL ~o 123 CENTRAL AVE, 7 DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER ARE NOT RESPONSIBLE FOR THE ~-~/W~ EXiSTINO ~ GREENPORI, NY 11944 INSPECTION, SUPERVISION, OR ADMINISTRATION OF ~ TEL: 631-,477 8624 THIS CONSTRUCTION PROJECT. FEDERAL. STATE AND LOCAL ZONING AND BUILDING CODE COMPUANCE '~/(~/'~ iNSPECTiON REQUIRED ELECTRICAL 0WN£R SHALL BE THE RESPONSIBiU1Y OF THE CONTRACTOR. WINDOW SCHEDULE ~ 75 KINGF1SHERANN N~J_OUKLN 8. THIS DRAWING IS AN INSTRUMENT PREPARED TO~// ~ GREENPONT, NY 1194.4 FACILITATE CONSTRUCTION AND SHALL NOT BE TEL:~ CONSTRUED AS A CONTRACT BE1WEEN BUILDER AND OWNER, WINDOWS ARE ANDERSON PRODUCTS GLAZED AS WINDBORNE 9. ENGINEER TO BE NOTIFIED IN WRITING DE ALL STRENGTH.DgD'PVBHIGRPERPORMA,GELAMINATEDGLASS. ! !i ! CHANGES PRIOR TO AND DURING CONSTRUCTION. THE GLAZED OPENINGS MEET THE REQUIREMENTS OF THE 10. ELECTRICAL AND MECHANICAL COMPONENTS TO BE LARGE MISSILE TEST OF ASTM E 199§. THE DESIGN PRESSURE ~ ~ 'JJ:J ii 'Ti 'j i DESIGNED AND SPECIFIED BY OTHERS. OF THE PROPOSED UNITS IS +50/-65 DP. 'J J" DOORS ARE INSULATED AND WEATHERSTRIPPED. ' 11, CONTRACTOR SHALL OBTAIN ALL PERMITS AND HINGED SCREENS ARE TO BE PROVIDED FOR DOOR UNIT ANDINSURANCEow"ER. NECESSARY TO PROTECT THE ENGINEER MarkHARDWARE: METRO COLLECTION - ANVERS, SATIN NICKEL FINISHsize Description Quantity ~ A FWH54BOAPRL HINGED PATIO DOOR 1 HP Iow-E4 smar~ sun -- B FWH6OGOAPLR HINGED PATIO DOOR.(EXT:G) 1 ,. U,,,.~.~.ANU .,, OR APPROYlEI~/IB NOTED C FWH5180S STATIONARY PANEL (EXT'G) 2 ~ t J I ~: D TW2652 DOUBLE-HUNG-KITCHEN 2 ?":: '~ UNLAWFUL r/= /'~.P.#'~ ~ ?'~ E VSE-S06 VELUX SKYLIGHT, vented, w/ electric 2 ' ~, I~,, DATE' opener, NO SHADES, Iow-E3-366 glozing ':'!~H~)UT CERTIFICAT~ FEE' ~ ~'© --,:,,2-0 BY /~'-'4~(~' · ,-, ,~ ~ ' ;- NOTIFY BUILDING DEPARTMENT AT DRAWING SCHEDULE PROPOSED UIVt~ 'J~N~TENSION ?~,s-~so2 8 ~ TO 4 PM FOR THE L~I~I~NG INSPECTIONS: PROPOSED WINDOWS IN WEST WALL OFr',I,.I~OUN~)ATION.TVVOREQUIRED FOR POURED CONCRETE A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES 2. ROUGH-FRAMING, PLUMBING, DAT~: 01/1~/201~ A-2 EXISTING FLOOR PLAN STRAPPING, ELECTRICAL & CAULKING SC~.£: 1/4": f-O" A-3 FOUNDATION PLAN A-4 PROPOSED FLOOR PLAN 3 INSULATION A-5 CROSS SECTION 4 FINAL-CONSTRUCTIO;~&c~L. EOTRIOAL ~ ~ TITLE SHEET ,-~ PROPOSED NORTH ELEVATION ~ ii! jj~ 1.~.i ~ Design Criteria A-7 WEST ELEVATION, DETAIL KITCHEN WINDOWS iLMEETTHE General Notes A-8 CRITICAL PATH, CONNECTORS, FRAMING NOTES El - '-CODES OF NEV. A-9 FRAMING NOTES, NAILING SCHEDULE JANUARY 12, 2012 YORK STATE NOTRESPONSiBLE FOR ~ ~G. NAME DESIGN OR CONSTRUCTION ERRORS~ A- 1 FRANK W. UELLENDAHL, ARCHITECT PO BOX 516 GREENPORT, NEW YORK 11944 ©~ ~O. NO ~ LIVINg ROOM ~-~ EXTENSION PROPOSED TO UNIT #75 LR EXTENSION] STONE PATIO ~., ~, 75 , m ~_ PECONIC : - i ' TERRACE ~ ~NDING I ~ ROUTE 25 ,~ ~ GREENPORT, NY BR~F~ NOOK ~ ~ - ~ ~ ARCHITECT -- F~K UELLENDAHL ~ ~ 123 CE~L AVE ~ i ~ PO.BOX ~16 _ m " , ~ OWNER  ~ I W.I,C. ~ ANN ~LOU~ ~: r l ~ ~ 75 KINGRSHER LN ~- -- ~ * GREENPORT,~ . -- [ ' FOUR ~0 _ ~ DATE:01/12/2012 FLOOR P~N  DWG. NAME EXISTING FLOOR P~N ~ A-2 ~ DWg, NO ~ LIVING ROOM ~ PROPOSED FOUNDATION ~ EXTENSION iF-----I WALL TO BE REMOVED ~ ~ TO UNIT #75 20' o" 75 PECONI¢ LANDING ROUTE 25 I ~--2" RIGID INSULATION ~i ~: ~,GREENPORT, NY I ~ ~- ~ ARCHITECT i CRAWL SPACE ~~,. ~ FRANK UELLENDAHL ~ I 2" CONCRETE DUST COAT ~ ~ ~ X ~ 125 CENTRAL ,AVE. ~ z ~ I ON 6 MIL MEMBRANE -~ -- PROVIDE OPENINGS ~ ~ ~' ~ GRE£NPORT, NY 11944 ~ I ~ ~ FOR DUCTS INTO CRAWL SPACE AS NEEDED ~ TEL: 651-477 8624 /--PREPARE 30" X 30" OPENING ~ : OWNER /FOR ACCESS TO CRAWL SPACE ~ i /AND VENTILATION ~ =~ ANN I,&~LLOUK 75 KINGFISHER LN ~ ~ GREENPORT, NY 11~44 . ! - FOUNDATION NOTES EXISTING ~ m CRAWL SPACE STRENGTH= ,3000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALE BE FORMED, NEW FOUNDATION/CRAWL SPACE · ,3/4. SUBFLOOR, NAILED AND GLUED 1,75"X9.5" 1.55E LSL F.J, @ 16" O.C, R-19 BA17 iNSULATiON BEl~/EEN FLOOR JOISTS 2"X6" TREATED SILL 2" CONCRETE DUST COAT DATE; 01/12/2012 6MIL PO~Y VAPOR BARRIER ON COMP. GRAVEL f-4~ X POURED CONC, FOOTING W/ KEYWAY S~E: 8~ POURED FOUNDATION WALL 2" RIGID INTERIOR INSULATION BITUMINOUS DAMPPROOFING FOUNDATION PLAN SrLL SEAL AND TERMITE SHIELD ~ OWO. NAME FOUNDATION PLAN ~ PROPOSED CONSTRUCTION ~ LIVING ROOM (~) i WALL TO BE REMOVED ~ EXTENSION ~ TO UNIT #75 33'-2" ~ EXISTING WALL ~o' 6' 2'-8" 26'-0" ELECTRICAL LEGEND f-3 ...... 2' 2" 6". 2' 2' , 3'-~" : , 6'-¢ ., 3. 3'-r . 6" ~ DUPLEX RECEPTACLE OUTL~r ~ DUPLEX RECEPTACLE OUTL~ ~ $D DIMMER SWITCH ~ TEL~ISION, CABLE ~ EXT'C DOORS THIS AREA TO BE RE-INSTALLED ~ DIRECTIONAL HIGH HAT I ~ FHWFSg ~~OAPLR ~ FHW5180S _ PROPOSED I ~ ~ (2) 11-3/(' Xg&~" LVL HEADER ~ * ~ ~ ~ ROUTE 25 PATIO I %IPRp~SED ~ I ~ ~ ~ ~$~ GREENPORT, NY RE_USE EXT'G CONCRETE PAVERS ~ x ., ~ ~ CR EXTENSION ~ ,~,, , ,I~ ~ I/ ,,~ s~ ~ I ~ ARCHITECT 205 SF ~I,, 209CATHEDRALN~ sFCEIUNG ~ 18' 5" I ~_ ~ HW FLOOR ~ "~ - ~;= ~ F~NK UELLEND~L ~ ~ ~ ~ I ~ A ~ ~ q ~ -- ~ ~ ~ TEL: 631-477 8624 I ~ I i 6'-8" I I~ ~ o~ I ~ I - I t ' I~ ~ ~ =' ~ T I ~ OWNER , ~ L _ ~ J [ ] ] ANN ~LLOUK ~ I ' ~ SKYLIGHT ABOVE SKYLIGHT ABOVE EXISTING ~ I / I 75 KINGFISHER LN / MASTER BEDROOM r I ~ (2) JACK STUDS BREAKFAST o~z~"*"~"[ou'~: ~= o~ ~o= ~.oo s~ ~ 14'-8" _ G~ED AR~ PROVIDED: 31,44 SF ~ ~T, VENTI~TION REQU'D: 4% OF 350: 14,00 SF NOOK , ~. ~,~,~o, ,,o~: ,~ s~ NEW UNOLEUM CL~R OPENING HE,GHTS % TO LR EXTENSION ~ ~ AND K~TCHEN TO ~ATCH I ~ ' ~ ~: ~,_¢I I KITCHEN LIVING RO0~ ~ I ~ I ~ 428 NET SF ~ ~ ¢ I I HALL D ~ ~ ~ LR EXTENSION i 58 NET~F ~- ,~ ' i F I I~~ FLOOR P~N 22'-6" W ..... ~ ~ F ~ ,', '"' ' ' '"" I U ;I M.' , , [ I ' ~ ' O~. NO ~ LIVING ROOM ~ PROPOSED CONSTRUCTION ~ EXTENSION >=~ TO UNIT #75 ROOF ~ ASPHALT SHINGLES TO ~AFCH EXIST'G ROOF ~ FOLLOW MANUFACTORER'S GUIDELINE FOR INSTAL~TION: ~ IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D ~ 15 LBS FELT ~ 5./8" CDX PLYWO00 SHEATHING ~ 75 ~ ~ 1,~ 2 X12" ROOF RAFTERS @ 16" O.C, ~' PECONIC / ~ ~ ,= ._ R_38 ~SULATtON ~, ~~ J7 (2) 28 X46" STATIONARY SKYLIGHTS, INSULTED ~ ~DING (~ ~ ~ ~ 5/8",,GYPSU~ BOARD ~/ ~ ~ AUGNED W/ 1-0 AND 1,-10 VENTED OVERHANG /~~ .... ~.~~// ROOF R[D~12 ABOVE MBR -2~'.~.~ 4ENe~ MATCH EXISTG. VENTED SOFFIT, FACIA BD A GU~ERS ~ CREENPORT,ROUTE 2UNy ~ ~~ ~ ~ ~ ARCHITECT ~ -~ ~_~ 5/8 CDX PL~OOD ~ ~ ~. ~ ~OUSE WRAP ~ F~NK UELLEND~L muD~r ~UlN~ CEMENT BOARD SIDING TO MATCH EXISTING ~ 12~ CEN~L A~. ~ ~X~ ~K~IG~T R-~,I HIGH DENSI~ BA~ING INSU~TION P.O.BOX 316 ~ / ...... R 38 NSU~TON 1/2 GYPSUM BOARD ~ GREENPORT, ~ 11944 A~ CKNE~ALL :~ ;-~:,/4', ~ .~ ~ TEL: 651-477 8624 T 1 ~OC ~0 ~ HURRICANE CLIPS ~CH ~HER, . 2X6 SUDS ~ 6 . . :: ~ -~ W/ R-21 INSU~TION - ~ .~ ~ ~ OWNER ..... ~ ~ ~ ' =- ~ 2 2X6 TOP P~TE ~ GREENPORT. ~ 11944 5"X11"H~DER:~- ~ ~ /, ~X ~ 7!'-!0". t~ ~ TEL: 651-477~ GLUED-~ ~ ~ATED B~ ~ ~ .~ OPEN TO ~ ~ ~ BR~KFAST NOOK : X i / ~ EXISTING i X LIVING ROOM ]' = ~' ~ EXiSTiNG PROPOSED ~ ~2X6 TR~TED SILL P~TE CRAWL SPACE ~r ~r ~D ~u~ou~ ........................................................~"" /C ......................... ~ _ '"'" NEW FOUNDATION PAWL SPACE 1L4' ,, ,TCH I I 3/4" SUBFLOOR, NAILED AND GLUED 1,75"X9,5" 1.55E TIMBERST~ND ESL F.J. ~ 16" O,C, I ~ R-I~ ,A= ,,SU~T~ON ~N FLOOR ~O,STS ~ ~ rxr TR~T~ S~LL 2" CONCR~E DUST COAT ~ DATE: 0111212012 t 11'-6" I 6 MIL PO~ VAPOR BARRIER ON COMP. GRAVEL ~ S~LE: ~/4"= f-4" X POURED cone, FOOTING W/ KE~AY ~ -] ~ [ 8" POURED FOUNDATION WALL I I I I CROSS SECTION BITU,INOUS DABPPROOFING EXISTING STRUCTURE ~ PROPOSED ADDITION )l, SILL S~L AND TERMITE SHIELD /~ ~ ~ DWG. NA~E SECTION A-A A-5 g~ DWG. NO / / \ \ \ \ / / LIVING ROOM EXTENSION TO UNIT #75 PECONIC DING ROUTE 25 ~EP~klPn~T NY ARCHITECT F~NK UELLENDAHL 123 CE~RAL AVE P.O,~X 316 GREENPO~, ~ 11944 TEL: 631-477 8624 OWNER ~N ~LOUK 111 ~~ S~[: 1/4' = ~ LIVING ROOM ~ EXTENSION ~ TO UNIT #75 PROPOSED ~ LR [XTENSi~ - -- ~ :: L~_ ::::: ::: ::=::= -- ; LANDING ~ k.~_~: ~ ~Z iZ ::::::::~ ::iC ZZ ;::::: ~ ROUTE 25 WEST ELEVATION ---- ....... -~ ~ GREENPORT, NY  ~ ARCHITECT ~ FRANK UELLENDAHL ~1 1/4" WIDE - 20 GAGE ~ 123 CENTRAL AVE. ~ EXT'G DBL. 2X12 CEILING PERIMETER /METAL STRAP ~ P.0.B0X 316 I 6 - 8d NAILS IN EACH END ~ 6REENPORT, NY 11944  ~ TEL: 631-477 8624 ~ 3" COMPRESSION STRIP __ EXT'G DBL. 2X6 TOP PLATE ; II II~II II ~ OWNER ~N ~LOUK ~ HEADER: DBL. 2x10 HEADER: DBL. 2x10 : ~ 75 KINGFISHER LN 2X6 STUD w/ R-21 ~NSULATION . --~ 2X6 TRT'D SILL PLATE . · WEST ELEVATION -- DETAIL - ~ KITCHEN WINDOW SCALE: 1/4"= SCALE: 1/2"= 1'-0' SCALE: 1/2'= 1'-0" ~ ~WG. NO HEADER: DBL. 2X10 2'-10 I/$" R.O. RIMBOARD DOUBLE TOP PLATE SIMPSON H2A CLIP NAILED. FROM RAFTER TO STUD. - TYPICAL ALL RAFTERS 4 - 8d NAILS EACH END __ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE POSITION OF HURRICANE CLIP USE SIMPSON H3 RAFTER TO TOP PLATE ,_Mk4-Sd COMON NAILS (TOENAILED) REQUD IN EACH RAFTER AND TOP PLATE PROVIDE 8d COMMON NAILS ~ 4" O.C, AT EXTERIOR EDGE OF ALL SHEATHING. APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE, 2 x 6 STUDS @16" O.C, 1 ST FLOOR WRAP + NAIL STRAP ( 4 - 4d NAILS ) AROUND SILL PLATE AT ANCHOR BOLT (2) #5 REBARS ~" P.C. FOUNDATION W/ ~'-4" X ~" CONT. FTG. METAL STRAP @ 48" OC. /--NAIL SHEATHING TO SILL PLATE 8d NAILS @ 4" O.C. ~2 x § treated SILL PLATE ALUMINUM TERMITE FLASHING 5/8" X 12" A.B. @ 48" OC. w/ 3"x3"x3/16" FENDER WASHER. (max. 12" from end of sill plates) BITUMINOUS DAMPPROOFING SECTION HURRICANE CLIP~ TYPICAL, (ALTERATE CLIP H3 SHOWN) R.O. FOR WINDOW/DOOR 1 1/4" WIDE - 20 OAGE--~ METAL STRAP @48" OC. MAXIMUM. SILL TOP OF FOUNDATION SUBFLOOR ~T~ ~OARD R~M BOARD ELEVATION HOLD DOWN + SHEAR CONNECTION CRITICAL PATH LIVING ROOM EXTENSION TO UNiT #75 75 PECONIC LANDING ROUTE 25 GREENPORT, NY ARCHITECT FRANK UELLENDAHL 123 CENTRAL AV[. P,O.BOX ~10 GREENPORl, NY11044 TEL: 631-477 8624 OWNER ANN MALLOUK 75 KINGFISJ:IEP,.. LN [~^'~; 01/12/2012 Sc~l,~: 1/4" = CRITICAL PATH CONNECTORS DW6, NAME A-8 DW6. NO LIVING ROOM [ Joint Description I Nail Sizes J Nail Spacing I ~ EXTENSION TO UNIT #75 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED BEliER,DOUGLAS FIR-LARCH STRUCTURAL GRADE No, 2 OR ~,ei,ing~Ra!ter tPuoistTOPtoP~te/op wmte'('T'°e-nailed)(Toe~nai,ea) ~' Wall Height:, 10 ft, Spacing 16" O.C. (Table 3,5A) ,F 4 n-/]Bd !i~ perPer ]dstrafter ~Cei!ing J, oist !o Parallel Rafter LFa,~,_e-nailed~ ,, I n/: , eacH lap 2, ALL SHEATHING TO BE ARA RATED, EXPOSURE t, 5/8" ceiling uoist Laps Ov~,r Partitions, vace-nal~ea) n/~ each lap MIN. THICKNESS OR AS NOTED. Cgliqr Tie to?,after,~[Face-gd,~ed} i per tie BlOCKing [0 Kafter Lio~-nailea] ~ 2 n_/]Bd : each end 3. ALL SUBFLOORING TO BE ARA RATED STURD-I-FLOOR, Rim Board to Rafter (End-nahed)J 2 - 16d i each end ~ 75 EXPOSURE 1, 5/4" MIN. THICKNESS. ALL EDGES OF L P£¢ONI¢ PLYWOOD TO BESET ON SOLID BLOCKING. GLUE AND ~ NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. J ~Top P!a!e to Top, Plate, (FaDS-nailed), .~ 2 - 1DJ per foot m L~JDIJ~JG 4. ALL HEADERS B'-O" AND OVg,R_oS. HALL BE SUPPORTED jmPs, tud,P~ateSto.Stu, dat k!ace, Tnailed))?rsecd°n's' .... v°ce-nai~ea) 24 _- 16d1Bd joints-,each. 24 o.c. side WITH DOUBLE UPRIGHTS, AND OVER WITH meaaer m meaaer krace-na,ea) 1Bd 16 O.D. along edges TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Top or Bottom Plate to Stud (End-nailed) ~- I~ ~eerr 2:<4 stud - 2×6 stud F, CREENPORT, NY 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL dOISTS 2 - 16d I per 2×8 stud ANDB,[~,,OOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ O.C. MIN, PROVIDE 2~ SPACE FOR AIR Bottom Plate to Floor Joist,Bandjoist,Endjoisl or Blockin9 (Face-nailed) 2 - 16d per foot ARCHITECT CIRCULATION IN ROOFS. ~ =, ~ FRANK UELLENDAHL ~ 123 CENTRAL AVE. - P,O.BOX 316 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, ~o)~t.to ,Sitl~ .Tgp,.Plate g,r ,qlrder (Toe-nailed) 4 Bd per.joist, ~ GREENPORT, NY 11944 stairs etc. ) OR AS NOTED ON DRAWINGS. unagln9 to umst ~.~oe-nalleaj 2 - Bd each end Boc,~ing !o Joist LT~e-ng, il,ee) . 2 - 8d each end ~ TEL: 631-477 ~624 7, DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL BlocRincl to Sill or/op~Piore / /oe~-aaileo] 3 - 16d each block PARTITIONS OR AS NOTED ON DRAWINGS. L,e~tger'S!rip, to B, ea~ LFac~e.-naile.d,)., 3 - 16d each ioist UOlS~ on geager lo ~eam uoe~,.nallea] ,~ - Bd per jo,st OWNER 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Joist LE. nd-n.ail,ed),~ ,., 3 - 16d per joist WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Sill or/ap Plate Uoe-nailea] 2 - 16d per foot ~ 7§ KINGF1SHERANN MALLOUKLN GREENPQ~.], "TECO" OR APPROVED EQUAL ~2 · ~i- ' Structural Ponds Bd 4 o.c..oenmeter zone 9, NAILING SCHEDULE SHALL BE AS PER THE N,Y.S, other 6 o.c. edges of BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS panet, 12" o.c, interior </_,'r?/.~ ~'~ SHALL RECEIVE 5-10D HAILS AT SILL AND PLATE. DiagonaI.Boar~ Shea~,hln9 of panel ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1. x 6 .or 1 x B" 2 - Bd per suppo~ 10. PLYWOOD SHEATHING TO BE NAILED WITH B d @ 4' i 1 x 10 or wider 3 - Bd I pen support ~2'~ GyRsumWa,,baard I Bd I "edge/,O"Re,d 11. ALL iNTERIOR AND EXTERIOR FINISHES. FLASHING J' : zl 's AND WATERPROOFING SHALL BE BY ARCHITECT.i~ 6" ~ -- ' --~" Skucturol Ponds 8d edge / 12" field 12, ALL ROOF RAFTERS SHALL BE AT'ACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE 1YPE : Fiberboard Ponds ~ ~ '-'!l 'l~ 7 / lD~ Bd $~ edge/, 6' CONNECTORS BY 'TECO" OR APPROVED EQUAL, FOR 25 / 32" 8d 3 edge/ 6" fieldNeld TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO BIRDER 7" edge/,10" fTeld 5d CONNECTIONS, Gypsum Wallboard 8d 6. edge/, 12" field 13, ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PorDcleboord Ponds 8d edge/ 12" field PACIFIC BPI SERIES WOOD-I-BEAMS AND LVL Diogonot Board Sheathing PRODUCTS OR E~UAL. ALL JOISTS, GIRDERS AND 1: x 6".or 1" x B" 2 - 8d peF support ' HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 1 x 10 or wider 3 - 8d per support AS PER MANUFACTURERS RECOMMENDATIONS. WEB ~?:, ! ],=~_ ,] STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND i BEARING POINTS AT A MINIMUM. A SINGLE 1 ~L/04~ Structural Panels LVL RIM JOIST SHALL BE REQUIRED AT R l"orless 1" 8d ~"edge,/,1.~",field ~'~ PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than lOd "edge / ~ rleld DATE: 01/12/2012 COMPONENTS SHALL BE AS PER MANUFACTURERS~ SCALE: NTS Diagonal Board Sheathing RECOMMENDATgNS. 1: x 6".or 1' x 8" 2-8d per suppoq 14, ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. I 1 x 10 or wider 3 - 8d per supron~ FRAMING NOTES GALVANIZED MACHINE BOLTS ~} 12" O.C,, J .Nail'ng requirements are based on wall sheathing nailed 6" on-center at the panel edQe. If wall shedhing is nailed 3 on-center at the pane edge o obtain hlgher shear capaciDes nailing regulrements mr structural memoers shall '~ be doubled , or alternate connectors , such as shear plates , shal~ be used to maintain the load path. DWG, NAME FRAMING NOTES When wall sheathinq is continuous over connected members the tabulated number of nails shallbe permitted to be reduced o I - ~d na per fao. A-9 @~ DW¢. NO Stud to Stud (l'ace,-nmled) , z - lea . z~ c.c. I Header to Header LFace-nailed) 16d 16 o,c. along edges - 2x4 stud Tap ar Battam Plate to Stud (Ead-eailed) ee; - 16d I per 2x8 stud Bottom Plate to Floor Jdst,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot ~)~t.to ,Sitl~ .Tgp,.Plate o.,r ,qlrder (Toe-nailed) 4 - 8d per.joist, ,aging to ua,st ~..oe-na~leaj 2 - 8d each end Boc,~ing !o Joist kT~e-n,o, ii,ee) ~ 2 - Bd each end BlocKincl to Sill or ap,Plane L ~oeFnailea) 3 - 16d each block L,e~Jger "S!rip, to B, ea~ kFac~?naile.d,) .~ 3 - 16d each ioist UOlS[ on Leager ~o ~eam uoez,,nallea) ,] - Bd per jmst Band Joist [o Joist kE. nd-n,,ail,ed},~ , .~ .1 - 16d per joist Band Joist ~o Sill or mp Plate uae-nailed) 2 - 16d per Tod Structural Panels Bd 4" O.D. ,,oerimeter zone other B o.c. edges of panet, 12" o.c, interior of paneJ Diagonal .Boar~ Sheat~hlng 1. x D.or 1 x B" 2 - 8d per suppo~ 1 x 10 or wider 3 - 8d pen support Wa,board I Bd I ,"edge/'°"Re,d Gypsum StructuraJ Panels Bd B" edge / ~2" field Fiberboard Panels 7 / 16" 6d 3~ edge/. 6' field 25 / 32" 8d 3 edge/ 6" field 7" edge /, 10" field Gypsum Wallboard 5d 6" 8d 6" edge/, 12" field ParDcleboard Panels 8d edge / 12" field Diagonat Board Sheathing 1: x 6".or 1" x 8" 2 - 8d per supron 1 x 10 or wider 3 - 8d per support Structural Panels 1" or less 1" 8d ~: edge ,/, 1.~",field greater than 1Od edge / ~ rleld Diagonal Board Sheathing 1: x 6".or 1" x 8" 2 - 8d per suppoq 1 x 10 or wider 3 - 8d per support .Nail'ng requirements are based on wall sheathing nailed 6" on-center at the panel eda~e. If wall sheathing is nailed 3 on-center at [he pane edge o obtain hlgher sheor capacities nailing regulrements mr structural memoers shall be doubled , or alternate connectors , such as shear plates , shal~ be used to maintain the Iood path. When woll sheathinq is continuous over connected members the tabulated number of nails shallbe permitted to be reduced o 1 - ~dna perfoo.