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HomeMy WebLinkAbout36399-ZTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36399 Date: 5/18/2011 Permission is hereby granted to: Conlon Family 2008 ltv Tr cio P V & P A Conlon 1815 Great Peconic Bay Bird Laurel, NY 11948 To: Additions & Alterations to a Single Family Dwelling; Master Bedroom, Sitting Room, Bath, Laundry Room & Unfinished Basement. Re-model Porch, Den & Dining Room, as applied for. At premises located at: 1~'1~ Great P_ec~gic Bay Blvd., Laurel SCTM # 473889 Sec/Block/Lot # 127.-8-10 Pursuant to application dated To expire on 11/16/2012. Fees: 4/26/2011 and approved by the Building Inspector. CO - ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $844.40 Total: $894.40 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. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state thc reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Location of Property: /~ /~- ?gU~A~ j ~ House No. Street Owner or Owners of Property: ¥! ~0 coV} ~- Suffolk County Tax Map No 1000, Section /~ ~7 Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Date ofPermit. Old or Pre-existing Building: (check one) Block ~ Filed Map. Applicant: Underwriters Approval: Hamlet Lot / ~) Lot: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) Applicm~ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SsutholdTown. NorthFork.het Examined '"~-~ / 017 ,20 {( Approved --~ / 7 ,20 / ( Expiration I{-/¢ ,20/ PERMIT NO. '~ ~3 ~? Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Plaaning Board approval Survey Check Septic Form N.Y.SD.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: ~][--.. Phone: 734 ' g/~¢t~ APPLICATION FOR BUILDING PERMIT Date ,20 [2' ~ I!1 INSTRUCTIONS [~t a. ~ app~icatio[ MIST b~ completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 stts,~ plans, a¢curate pl0t pla6 to scale. Fee according to schedule. ~ ; ~. Plot~h~$w~g locatioq of lot and of buildings on premises, relationship to adjoining premises or public streets or c. The work covered by this application may not be commenced before issuance of Building Pe~it. d. Upon approval of this application, the Building Inspector will issue a Building Pe~it 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 pa~ for any pu~ose what so ever until the Building Inspector issues a Ce~ificate of Occupancy. f. Eve~ building pe~it shall expire if the work authorized has not commenced within 12 months a~er the date of issuance or has not been completed within 18 months from such date. [f no zoning amendments or other regulations affecting the pfope~y have been ~nacted in the interim, the Building Ins~ctor may authorize, in writing, the extension of the pe~it for an addition six months. Thereafter, a new pe~it shah be required. ~PLICATION IS HEREBY M~E to the Building Depaament for ~he issuance of a Building Pe~it pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordin~ces 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 re~lations, and to admit authorized inspectors on premises and in building for necessau inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen ,(, architect+"~ngineer, general contractor, electrician, plumber or builder Name°f°wner°fpremises VI/D~/"'-~JT ~A oft?xs r ~/~'~Jfi-J t^ oll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Locatkln of land on,4~vhich proposed work. will be don_e: House Number Street / L.4-uZ 'c Hamlet County Tax Map No. 1000 Section /Z 7 Block O~ Subdivision Filed Map No. Lot I0 Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy o~//,d~'(.-~' /'--,,q,,~t/(~ b. Intended use and occupancy ,J",~,'~'~_ ~,~-/ ,~Q~/~--]~,,r,Z.,~ ,'~-;g:? 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work Fee (Description) (To be paid on filing this application Number of dwelling units on each floor 6. If business, c~)~Or~,~l or ~>x~d,~udpanT, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear .Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front Depth. Height 8. Dimensions of entire new construction: Front Height Number of Stories 9. Sizeoflot: Front 10. Date of Purchase Name of Former Owner Rear Number of Stories Rear ~ ,,, De ;ii _Depth D 11. Zone or use district in which premises are situated ~ off O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ 13. Will lot be re-graded? YES NO ,/'xWill excess fill be removed from premises? YESES"" NO 14. Names of Owner of premises Ga,~ O~O Address Phone No. Off Name of Architect o¢ q~,~qt~ F t... Address PhoneNo NameofContractorC~-~t~'t,, d"~'~' Address PhoneNo. ~'~-~. 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. PERM1TS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO Z' 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. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~'/ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY //~/~'~ ~--~ ~..~ ff ~../~'~ 7 ~- being duly s,vom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~ 'C'A/e~ . Cn~--~omo~at 0 CONNIE D. BU.N.C,H ffi No. 01BU6185050 (Contractor, ge~, Coq~otate ~ce~, etc.) Notary pu~c, &~ ~ ~<, eualmed in Suffolk of said owner or owners, and is duly authorized to perform or have performed the said l~i~ah~~[d'.t~lication; that all statements contained in this application am 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 tills D .f'h _c:~ b'-~ day o.f .y~ 20~t'l Notary Public ~ x Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. t THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A IZ70~p I° 'TO~M'WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN om,ct aec~on ,10ok cm ~.~ki "raru DY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKASSESSMF_,NT [ Yes No a. WhatislbeTotalAmaofthePmjectParcola? I1! ?'/~. $~' 1 Will this Project Retain AII Storm-Water Ren-Off (Include Total Area of all Parcels located within ~, ~ ~"g~ ¢. Generated by a Two (2') Inch Rainfall on Sifa~ the Scope of Won~ for Proposed Construction) · (S.F. / Acres) (This item will include all run-off created by site ' b. What is the Total Area of Land Cleadng cleadng and/or construction activities as well as all and/or Ground Disturbance for the proposed yZ~l~ ,~:~ Site ImpreYemoot~ and tho permanent ~,~a~:m of construction actlvfly/ impervious surfaces.I {S~F. t ~n~l 2 Does the Site Plan and/or Survey Show Ati Propesed PROVIDE BRIEF PROJECT DF~SCRIFI'ION (~,~'e~am~.~d Drainage Structures lndicafing slze & Location? This Item shall include all Proposed Grade Changes and ~ O~ ["7~J 7~ ~.~[ ~'~? ~.~ ~ Slopes ContruflJng Surface Water Flow. /c'~u'~r,~' ~,'..~ ,~d.~ ?'/-/ J'/~,~' 3 DoesthesltePlanand/orSurveydesedbetheerosion and sediment control practices that will be used to V/ control site erosion and storm water discharges. This -- Construction Pedod. ~ · 4 Will this Project Require any Land Filling. Grading or Excavation where there is a change to the Natural ,J~ ',~*/~'~'~ ,'~-~ ~.~'~'(,'C ~" Existing Grade Involving more than 200 Cubic Yards D v~ · 5 Wifl this Application Require Land Disturbing Activities ~..~ ~ff¥~'~j~/ ~,~ ~f~//~i.,J/S.~/ EncompasstuganAreainExcessofFiveThousand (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees judsdicflce ~ I ~.leral DEC 5WPPP Requlremento: or within One Hundred (100') feet of a Wetland or Submission of a SWPPP is required thf all Construction activities involving soil Beach? disturbances of one (1) or mom ac~es; including disturbances of less than one acre that 7 Wtil there be Site preparation on Existing Grade Slopes am pea of a larger common plan that will ultimately disturb one or m~re ac~es of land; which Exceed Fifteen (15) feet of Vertical Rise to r~ including Conslmdlen activities involving soil disturbances of less than one (1) acre where One Hundred (100') of Horizontal Distance?~ the DEC has determined that a SPDES permit is required for storm water discharges. SWPPp'$ Shall meet llbe Minimum Requirements of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impervious for Storm Water Discharges from Consbuctton acflvlly - Pemflt No. OP-O-il0-00il.) Surfaces be Sloped to Direct Sto~n-Water Run-Off~ 1. 'the SWPPP shall be prepared prior tu the submittal of the NOL ~ NOI shall be into and/or in the direction of a Tow~ right-of-way? submitted to the Department pdor to the commencement of construction activity. 2. The SWPPP shall dea~flbe the erosion and sediment contmt practices and where 9Will/his Project Require the Placement of Material, required, post-co~ store1 water management practices that will be u~cl and/or Removal of Vegetation and/or the Co~stmctfafl of any ~ co~tmctod to reduce the po~utants ~ storm water discharges and to assure Ite~ Within the Town Right-of-Way or Road Sho*Jlder compliance with the terms end condibens at this pem~lt. In addition, the SWPPP shall~J -- quallly oil Storm wator di~=harge$. NOTE: If Any Answer" to Que~Sons One through Nine la A~w~red .Mth a Check Mark S']'AI'g OF ND-W ¥OR~, .~'~./~/~Cl. ,/ Notary Public, State of New Yo~ Qualified In 8uffo/k County /.. , I~r.e o~ ~va.a, .~olng ~.t) being duly sworn, deposes and s a ~,°s~mal~el ~'~ ~ ~: a~, l~x~r ~ Owner and/or representative of the 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 foF,.h in the application filed herewith. Swam. to before me this; ~ l~~~ ................. .~~ FORM - 061t0 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: °C~9'g"t l Date Reviewed:'~'~/~'~-[ I Applicant: /r~ ~ Owner: V~ ~ ~ ~ SCTM~ 1000-- t~7__ g __ Ia Subdivision: ~ ~one: ~--~ Conforming7 Property Address: ~[~ ~~ ~ ~'City: ~ PreCOs7 ? Building Permits (Open/Expired): BP -z / ~o z- , Info: BP -Z / C/0 ~ , Info: BP ~ -Z / C/0 Z-~, Info: BP ~ -Z / C/0 Z-~., Info: BP -Z / C/0 Z- , Info: Single & Separate Search Required? Y o~Determination: ~Q. ~t Size: fi0) o o o ACT. ~t Size: I (, ? ? 6 ~)7~ ~Q. Lot Coy. ~ % ACT: ~t Cov. ~Q. Front ~CT. Front O~ ~QSide [0 ACT. Sid~ o~ ~Q. Re~. ~ PROP. Re~ Project Description; ~ ~~~ ~ ~ ~ ~~ lfy~, water Pony: ~ Panel~ - Flood Zone: Bul~ead/BiuffDista~e: mT O X[ PPROV S OOI D _ Suffolk CountyHealt~rN-If yes, ~Bed~: ~ *Date:~/~//] *Permit~: ~[0 [{- 0OO~Town Septic: Yor~ - If no, certification required~ ~o~N Received~ Y or N~y~ ~S DEC: eag-D~c~a/,s Y o~- Date: / / Permit ~: or NJ Letter- Notes: Southold Trustees: Y or~- Date: ~ / Permit ~: or NJ Letter - Notes: Southold ZBA: Y o~- Date: /~ Permit ~: - Notes: Southold Planning: Y o~ Date: /~/ Permit ~: - Notes: Town Landmark C of A: Y o~TE: __/ / *~S CODE Compliance (page 2)~r N Fee Structure: Calculation: Foundation: 6 SF /, & II × ,, :, First Floor: ~ c} ~/~ 2SF + Initial Fee': Second Floor: ~ SF + Additional Fee ( ): Other: SF SF X $ Total: ] 6 ] ! SF + Initial Fee: + Additional Fee ( ): ,~--00 , 00 NEW YORK STATE CODE COMPLIANCE CHECICLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Gro~!ntt Snow Load: g0 N'J'-, Wind Speed~ 120MPH /~;~0 Seismic Design Categoryi 11 -~, Design Tempo, · Ice Shield Underlay: YES . USE/OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: ¢lJo~-~. F-~ , DESIGN CRITERIA: ENGINEERE~ FULL FRLKMING DESIGN ELEMENTS:(_5~/N HEADERS:~/N ,,., WALL STUD S :~/12~_ CEILING JO ISTS:/~/N FLO OR JO ISTS'~/N LUIVIBER SPECIES AND GRAJ)E: ~fN Flood Hazai'ds: GIRDERS: Y/N ROOF ILa. I~ERS: YfN WINDOW AND DOOR SCHEDULE: O7~ ,MISSLE TEST RtgQUIREMENTS N EGRESS 5.7 S,F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS ~FN PLUMBING RiSER DIAGILAM~N LOCATION OF FP/LE PROTECTION EQUiPMENT~7/N TRUSS DESIGN: Y/N d4 CERTIFICATION: Y/N ENERGY CALCS :~N TOTAL COMPLIENCE?~N (RETURN TO PA E . SURVEY OF ,~,, ,~o ,~. ,. LOT 21 dla. X 4' high ~ORM DRAIN POOL x I~ ~l SITUATE ~UREL '~ I~ ~ E~I ' TOWN OF SOUTHOLD J~ ~ ~J SUFFOLK COUNTY, NEW YORK I~ ~ d~J SCALE 1"=40' I~ ' ~1 NOV~..[~ ~, zo~o TEST HOLE DATA ft. . ~OIJ.~Ty D~PAS~ ~.I~NT OF HEALTH ~C~m[N~ ~. _-- ~ ~_ ~ = ... ,. ,-.. ~,. ~,.~,.~ ..... ~. ~q~-oo.., ~~= Land Surveyor BEDROOMS ~OM DATE OF APPROVAL ' PH~E (6~1)727-2~0 DESCRIPTION AREA X LOT COV£R~G£ EXIST. HOUSE 990 sq. ff. 8.2% PROPOSED ADDITION 649 sq. ff. 5.4% PROPOSED GARAGE 320 sq. fl. 2.7% TOTAL EXIST. 1,959 sq. ft. 16.5% Fox (651)727-1727 REVISIONS. -'z: :qm..L~ ~ ~- - PROPOSED WEST ELEVATION z SCALE: ~/4" = luff' _ ......... _ _ m - - - ....... ~:- - - : __:~-.,.. ...... ~~~ ..... ____ ~ ~~:~-~:-:~-~t , EXISTING WEST ELEVATION S~LE: 1/4" = 1'-0" EXISTING NORTH ELEVATION PROPOSED NORTH ELEVATION S~LE: 114"- - 1'-0" SCALE: 1/4" = 1'-0" 0 ,' ', ~ ', ~L_ 1 SCALE: ~/4" = 1'-0" U ~, APPR0~EQ AS ~0T~ ~ ~- NEW YORK STATE & TOWN COD[:sCOMPLY WITH ALL CODES OF · ~ AS REQUIRED ~ I Ld'IFy BUILDING OEP~mEm A~ ./~ SOUTHOLD~ Ri · ,,~.'~c~ s AU TO. ~ m~ m~ ...... ~ ~ Q LINPATION - ~0 REGU[RE~, ~ ~OR POURED CONCRE~ ~.S OEC ~ ~OUG H - FRYING, PLUMBi~, I ' ; __f .,;~ --i-- ~ I -- ~TRAPP NG, ELECTR QAL ~ CAU~KI~ ..... ~s~co~.~. USE IS UNLAWFUL ~ ~~ ........................ ~ ~0i.~.~.~som~so~.~ WITHOUT CERTIFICATE ~ - -- ~ ~RK STATE ~T ~ F~ ~ -- ......... ~ o~ co.s~ ~. OF OCCUP ' ~'~ -- - ~- - -' ' ' - CEmFICATIO, OF ,~--~' ~, ~ m REQUIRED. . ' ~ ~W~ '~ ~ ]au#,. ~/~'=v-o" EAST ELEVATION ,..~..oc.~,~ z~~, ~j~ EXISTINscALE:G ~/4": v-o" ~"'~'r'F~' ~ '"'' ~ -- o~ mE mw. Co~ A 34'-4%" 7'-4¼" 13'-1¼" 9'-83/8" 5'-T¼" 5'-4¼" 3'-0" 10'-11" ~ PRO]ECT NORTH 14'-7¼" MASTER BEDROOM (2) 2XB DF#2 HDR 7'-2¼" 3'-9%" 34'-8" 8'-5¼" 34'-8" 5'-7%" 5'-4¼" 11 '-O" SCALE: i"= 1'-0' 9'-10¼" , 2'-10" 'I NEW 2832 EXISTING 9'-8%" 11'-8¼" (~ $ITTING 14'11" t 0'-8%" 7'-4¼" 23'-8" ~PRO]ECT NORTH l ST FLOOR PLAN SCALE: 1/4" = 1"0' EXIST 11'-8" EXISTING DEN EXBTING FOUNDA__TION EX. BEDROOM No. 2 30210 !~ EX. KITCHEN EXISTING PORCH ~ 8 11'-8¼" ~VALL LEGEND J EXI~I JNG 'gl)ALL K//,/////J/////A N E'~q 'O~ALL BATH EX. DINING ROOM EX. BEDROO__M No. 1 EX. LIVING ROOM EX. ENC, REVISIONS: tl/4 ],, Typ[CAL WINDOW OPENING WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 3" O ROOF VENT 3 3 1 1/2 I 1/4 11/ I t/4 SLOPE" i/4" PER FOOT PITCH TO DRAIN 3" G ROOF VENT HOUSE TRAP TO APROVED SEPTIC SYSTEM REMOVE EXISTING ROOF PORTION REBUILD ROOF TO LINE UP VJITH I 2X8 RIDGE NEW EXIST REMOVE ExI~rlNG ROOF SHINGLES AND UNDERLAYMENT MATCH ROOFING THROUGHOUT / ~ PRO.1ECT NORTH ROOF ~__L~=~ MUSTBE D,V^.DELBANPS,O,.TO,."AL.NG~.OER~Y.E.T. , B). IN~TALL ASPHALT ROOFING AS PE~. MANUFACTUSB S 'O~ KITTEN INSTRUCTIONF. NEW ROOF AREA: ML VALLEY MLI ML GIRDER 997 SQ. FT. AT 100% RUN OFF AT 2" RAIN PER HOUR: 167 CU. FT. PROVIDE: (1) B'dia. X 4"deep DRY'ELL CAPACITY; 169 CU, FT. ML GIISDER ML RIDGE (2) 2X10 DF#2 SECTION D-D SCALE: 1/4" = 1'-0" EXISTING OB OB DAMPPROOF EXT. PLUMBING SCHEMATIC ~;LL SEAL EXISTING DE] OB CONC, FFG. SECTION A-A SCALE: 1/4" = 1'-0" ML BEAM ~x~ ~cc~ pOST EXISTING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN EONC. FTG FOR COLUMN SECTION C-C SCALE: 1/4" = 111-0n SECTION SCALE: 1/4" = REVISIONS' NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWL~PACE CONSTRUCTION. IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1). INSULATE HEADERUNCONDITIONED BASEMENTS:, REScheck $ottware Vemion 4.4.0 2). SEAL DR~ALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSU~TE THE FLOOR ABOVE THE ~A~EMEhlT. REFER TO P~NS FOR REQUIRED R-VALUE. , 3).,EALBE~EEN~INDO~/DOOAJAMBANDEOUGHOPENING~ITHAEONTINUOU, ,). iNSULATE THE STAI~ELL BE~EEN THE BASEMENT AND CONDIT[ONED F,A~ FLOOR. :om ance Cer :i "lca!'e DEAD OF LO~-EXPAN$1ON FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGL~5 3). IN$ULATE HEATING PIPE~ AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). $EAL DUCTS IN BASEMENT. WINDOW AND DOOR WITH DR~ALL R~TURN: 5). SEAL AIR LEAK~ IN THE FLOOR ~YSTEM B~EEN THE BASEMENT AND THE FIRST FLOOR, ~UCH A~ ~IRING AND PLUMBING PENETRATIONS, AND WEATHER ~RIPPING ON THE 1). CAULK JOINT B~EEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPAN$1ON FOAM. IT MAY CAUSE BO~ING OW OPENING FRAME AND VOID THE WAR~N~. F~MING: Z o PLUMBING AND ELECTRICAL; SEALING BAND JOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR ~HEATHING TO TOE PLATE ~HEN ASSEMBLING FRAMING. ALL PEN~RATION$ THROUGH THE INSULATED ENVELOPE OF THE BUILDING MU~T 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING iN PLACE. BE SEALED. 4). CAULK OR USE ADHESIVE B~EEN DE, ALL AND TOE PLATE. RECESSED UGHT$: SEALING BAND JOISTS AFTER ~MiNG (ALTERNATE M~HOD): RECESSED LIGHTS IN INSULTED CEILLNG~ MUST BE ~TED FOR INSU~TION 1~. INSERT RIGID FOAM ~LOC~ ON INSIDE OF BA~5 IN FLOOR JOI~TS. ALONG CONTACT ("lC" ~TED), AND MU$T BE AIRTIGHT A~ OUTLINED IN ECCCNYS 502.1,3. EXTERIOR PERIM~ER, AND FLUSH WITH SILL PLATE. INCLUDE GASKET~ ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOI5T$ UNDER FLOOR JOISTS. SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNES~, THE AIRTIGHTNESS ~TANDARD OF 2.0 MEcCFM'oR(ASTMEccCNysE 283).MAyUNITS WITH A ~BEL THAT REFERENCES THIS 1~, FLOOR DECK: ~ANDARD, BE ACCEDED. THIS REQUIREMENT CAN ALSO 1). FULL INSU~TE JOIST CAVITIES. ASTM BE SATISFIED BY IN,AILING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSU~TION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PiPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSU~TION B~EEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVIl. MUST B~ INSTALLED ON BOTH THE INL~ AND OUTL~ SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULTED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WAL~: HEAT LO5S. GENE~LLY, 1/2" OF INSU~TION I$ SUFFICIENT FOR PIPES LESS THAN 1" l). PROVIDE HORIZONTAL BLOCKING AT 48" D.C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCU~TION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVI~ INSU~TION CAREFULLY AROUND HORIZONTAL B LOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BO~OM PLATE FOR BASEBOARD TRIM. '~ ~ ~'~,~ ~ ~ ~ ~,~,~ ~ ~ ~~ ~,, TUB/$HOWER UNITS ON ~XTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BO~OM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES ~ ~ ~'~ ~'~ ~ ~[~ ~:~" INSULATION AND VAPOR R~ARDER AS WELL. CAVI~ SEALING ON EXTERIOR WALL: HEATING. VENTI~TION AND AIR-CONDITIONING (HVACI 5EAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOgS CALCULATIONS AND ~YSTEM SIZING: 1). ~EAL ALL PENfiTRATION5 THROUGH THE BLOCKING AND THE ~UBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOl~ WELL ENOUGH TO PREVENT WINDWASHING. O 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. ~' HVAC SYSTEM EFFICIENCIES: THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SY~EMS ARE GIVEN IN 4). SEAL INTERSECTION BEHEER JOISTS AND WALL WITH SOLID BLOCKING. THE MINIMuMECCCNY$ 503.2.EFFiCiENcyNOTE THAT~ANDARD$.CODE MINIMUM~ FOR EFFICIENCY FOLLOW FEDE~L BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ~]~, ~ F~ ~ ~ ~~, ~ ~,.~ ~.'~ 17' O A~ACHED GARAGE: HVAC CONTROLS: II. IF LIVING SPACE ABOVE, SEAL ALL ~UBFLOOR PENETRATIONS ABOVE GARAGE ~' 1; ~ ~ ~ ~_ ~2 1~.~ ~.'~ ~ ~ O CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPE~TURE 2).SEAL GAUGE CEILING FRAMING AND DR~ALL TO KEEP OUTSIDE AIR FROM CONTROLS MU~ INCLUD~ THE CAPACI~ TO BE ~ TO 55 DEGREES OR LOWER PIPE AND DUCTS. (FOR HEATING) AND/OR 85 DEGREE5 (FOR COOLING). THE~OSTAT$ USED TO CONTROL 3). 5~AL ALL PENET~TIONS THROUGH BLOCKING. HEATING AND COOLING ~IMULTANEOUSLY MU~ HAVE A TEMPE~TURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEA~ 5 DEGR[E~) WITHIN WHICH CAL~ FOR HEATING AND COOLING ARE ~ITHER SUSPENDED OR REDUCED. SlMI~RLY, HUMIDISTATS MU~ HAVE THE CAPACI~ TO ISOLATE THE FLOOR SYSTEM AND REgUCE POTENTIAL PROBLEMS, PR~ENT ENERGY CON$UMPTION (SUSPEND OPERATION) BE~EEN 30 AND 60% RELATIV~ DROPPED 5OFFIT ON INTERIOR WALL: ~ ~~ ~ a ~ I~ ~j ~ ~,~ ~ ~ [~i ~ ~ ~ ~ ~ ~ ~ ~,;~,~ HUMIDLY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR U$~ PL~OOD, DR~ALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT ~, TEMPERATURE. TOP PLATES, ALL MECHANICAL VENTI~TION SYSTEMS MUST HAVE CONTRO~ TO SHUT DOWN WHEN DUCT AND PIPE INSU~TION IS REQUIRED FOR ALL HVAC DUC~ORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE ~OFFIT OR CHASE. UNCONDITIONED SPACES. AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MU~ HAV~ i KNEE WALL SUPPORTING ROOF: R-VALUE LABELS ON THE OUTSIDE JACK~ (ECCCNYS 102.5.3). DUCTS AND PIPES IN UNCONDITIONED A~ICS, GARAGES, BASEMENTS AND C~WLSPACES 1:. SHEATH WALL ,E~E,N WALl. AND RA~ERS AND ,NSU~TE WALU TO MUST BE INSULATED. ~HENEVER PO~SIBLE, M~CHANICAL~ ARE TO a~ LOCATED INSID~ PR~ENT ~IND ~ASHING. THE INSU~TED ~NVFLOP~ OF THE HOUSe. 2). IF RAFTERS AR~ SUPPORTED BY ~ALL P~TE U~E INSULATION BAFFLES. IF HEATING DUCTS AR~ IN,AILED IN OUT~IDE ~ALLS THE IN~ALLER MU~T PROVIDE BAFFLES ARE TO CONTINUE DP RAFTERS P~T THE KNEE WALL INTERSECTION. R-14 RIGID ,NSU~TION B~EEN DUCT AND EXTERIOR $HEATHING. S). PROVIDE BLOCKING B~EEN RAETER$ AND FLOOR JOISTS ABOVE ~XTERiOR UCT SE*UNa: tNSU GB ?E' DUCI SEALING 15 REQUIRED ON ALL LOW-PRE,SURE DUCTWORK (ECCCNYS 503.~.4). ALL PORTIONS OF ~TUD BAYS OR JOIST CAVmE$ U~ED AS DUC~ORK MUST AL~O BE FULL LOFT: INSU~TION ~HOULD BE FLUFFED TO ITS FULL THICKNESL NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCI() NOT ROUNDED OR SCALLOPED AT ~DGEL MU~T DE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MA~IC. TAPE~ ME~ING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL ~81B MAY BE USED FOR FLEX DUCT& DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVIl: SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATE~, SHEATHING AND DR~ALL. IN CEILING AND FLOORS. IT ~HOULD BE IN CONTACT WITH THE DR~ALL WRI~EN MATERIAL~: OR ~UBFLOOR, AND EXTEND ALL THE WAY TO JOl~S ON BOTH $IDE~ WITHOUT GAPS./ wm m MATm ALS D SCmmN RmULAR MA N mANC ACTtONS MUST L FT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3), A ~BEL REFERENCE CUT AROUND OBSTACLES:J. ' N TO SUCH ~TERIAL l$ ALSO ACCE~ABLE. INSULATION ~HOULD BE ~PILT AROUND ~IRES AND SMALL PIPES; CUT AROUND I ELECTRICAL BOXES, ~RGER PIPES AND OTHER DEBACLES: AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOOR~. NEVER ~UFF INSU~TION TO GET IT TO FIT, EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE M~AL DUCTS AND KEEP RUNS AS ~HORT FACED OR UNFACED FIBERGLASS BA~, AND RIGID FOAM INSU~TION MU~ BE AS POSSIBLE. KITCHEN RANGE HOODS ~HOULO B~ EXHAUSTED TO OUTDOORS, ESPECIALLY IF THERE I~A GAS RANGE. INSTALLED $O THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ACCESS OPENINGS; A~IC HATCHES, SCU~LE~, PULLDOWN ~AIR5, etc. MU~T BE INSULTED TO THE MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH A~HRAE STANDARD 62-2003 AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE A~ THE SURROUNDING AREA. VENTI~TION ~TEL CATHEDRAL 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSU~TION, UNDER ROOF ~FIEATHING. CEILINGS: KITCHEN EXHAUST FANS ~HALL HAV~ A MINIMUM VENTILATION RATE OF 100 CFM INTERMI~ENT OF 25 C~M CONTINUOUS AND BATHROOM EXHAU~ FANS SHALL HAV~ 2). PROVIDE BLOCKING BE~EEN ~FTER$ OVER ~ALL PLATE. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWING,'::::; USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SILL PLATE(S) ~) WALL- SHEATHIEG ~ ~ / X RAFTERS MAIN FAIN AND ALL Mr N DOW/DOOR OPENING JACK STUDS AT ~VALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WIT HA '"~'~ % ~/>~I' 2,,,~-x4 FASCIA ~ ' ' I SIDE WALL FLASHING DIRDER/HEADER ~ % ~ ~ % ; ~ l ~ ROOFING LAPS / I / ~EUBFLOOR 6X6 10/10 WWM 6 ~ JOIST GARAGE ~ ~//// N N COMPACT FiLL -- ~ ~'~ DOOR USE 2xa STEEC BEAM ' ' ' ' ' ' ' ' 1/2" AIR ~CE ",~ 4 I ~ 4 .[ ',]~'1}2';~~ WiTH A NAILING PLATE IF NEEDED) 12" ~; ~SHEET METAL / ~0' FELT ~NDER 8CAM AT POINT' ~ : *~* . STEEL BEAM REINFORCE FOOTING 'TH (2) ~, REINFORCING BARS.--3 ~,~,',~, ,~*.,.¢ ***0~ FO~ *00~ ~*~ ~ ;;: ~, ~ $ ~ . SCALE: NTS BEAM POCKET "~*~'~m ~'~' ' * ~ , JOB~' B OTFOM PLATL SILL PLATE(S) () WALL- SHEATHING RAFTERS MAIN FAIN AND ALL Mr N DOW/DOOR OPENING JACK STUDS AT ~VALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WIT HA '"~'~ ~FASCIA ' ~ ,~ /~ /~ FLASHING TO FORM CHANNEL OPENINGS OF t4 INCH IN DIMENSIDN. KEYWAY FOOTING : C ONC. FTC. .--" ~ ~it ~ /~; .~ FLASHING AT CONC. SLAm -DOOR F*AUE COMPAcTSXe m/m FILLWWM i ~ ~.~ USE 2XB ~ STEEL BEAM I /// ~. , ,, ~.~w.,,. ~. - ,I ~ ~REINFORCING BAR , S REINFORCING BAR E ' 12" ~; ~SHEET METAL / 30, FELT UNDER BEAM AT POINT BEAM POCKET FLOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION INSTALL A'O" O.C. A" - B' LSTA36 I-~/'u*×3R'' 18gm STRAP AND JACK STUBS ON ALL OPENINGS 8" - 16" MSTA48 1-1/4"x48" 15go, STRAP AND JACK STUDS ON ALL OPENINGS VJIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRA JING$ USE THE FOLLO'¢/iNG OR APPROVED USE METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION FOLLO'CJ MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX, = 1-1/2" SPACE MINIMUM HANDRAILS fBALUSTERS~ HAND ILC~TION ALL HANDRAILS SHALL BE CONTINUOU~ THE FULL LENGTH OF THE ETAIR$. HANDGRiP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN I-1/4" NOR MORE THAN 2" IN CROSS SBCTIONAL DIMENSION. OR THE SHAPE SHALL PROVIDE AN EOUIVALENT DRIPPING SURFACE 4" MAX. 4" DIA. MAXIMUM '~ '~ LEDGER -- '¢JOO O JOIST LAG BOLTS 'gU/WASHERS CONNECTEDTO BLDG. ~lffr DC FLOOR FRAMING 2x JOISTS BLOCKING FOR LAG BOLTS RIM JO~ST pECK/PORCH LEDGER CONNECTION LOCATION USP NUMBER ,DESCRIPTION.., APPLICATION RAFTER TOP PLATE WALL STUD B" :12" RAFTER RT20 2,-VB" x 20J~a. 1WDO~N ANCHOR ECA~i~NE~TTTE~O JOIST 31RDER/HEADER S._P E OIST E EA IR E JO,.-TO %'E%EADER 1%% "ERITy%%%'N%RICON N%%%% JO"' I \'OOOD JOIST GIRDER/HEADER \WOOD JOIST 'C/ODD JOIST BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND U~EWITH RTIOTyDO~/N ANCHORS LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS ~16"0C WITH '¢/ASHERS RAFTER SIZE USP NUMBER DESCRIFTJON APPLICATION 2X$-2XB LS26 18~a. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 2X10 15210 IBgn. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER RAFTER TOPPLATE "~AL L STUD USP NUMBER: DESCRIPTION RTl5 TYDOWN ANCHOR SFTH4 STUD PLATE ANCHOR GIRDER/HEADER PO.-/COLUMN CONNECT OVER PLATES TO EACH STUD LOCATION USP NUMBER DESCRIFTION APPLICATION :4 SOLID COLUMN PBS44 / PBSE44 / KC44 PO.- CAP ANCHOR, APPLY TO EACH COLUMN SIMPSON ~TRR1/2 H,C. ANCHOR ' APPLY TO EACH COLUMN :6 SOLID COLUMN PRS6$ / PBSE&6 / KC$6 POST CAP ANCHOR APPLY TO EACH COLUMN H OLLO'EJ COLUMN ROD REQt FOR ~TU DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM MINIMUM DISTANCE M SIMPSON STRONG TIE MODEL STRR1/2 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS KING STUDS CRIPPLE HEADER JACK STUDS POET RIM/DECK JOIST~ GIRDER/HEADER POST/COLUMN GIRDER CONCRETE PIER , POST POS 0 LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4PO.- PAU44ORWE44 PO.-/BEAM ANCHOR APPLYTOEACHFOOTIN[~ 6X6 POST PAU66 OR WE$6 POST/BEAM ANCHOR PAINTEB TO PBIME AND PAINT ALL BOOB EDO[S TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCNITECT OF ANY DI$CBE"ANCIES [~ b* 1%~EEN THE D RA'CClhlG S. THE 5P"EIFICATION S, AND TN~ FIELD CONDITIONS. AND ~)1~ A~L~DE~CM~.~ACN~I~C ~lOAi~ ~B ~Fi TO~E~ ~C~ t~ %NoC ~NHOE ~OOM~ ~4 E ~1~ ~I~T E~i~ TC ToOp.~O~NA.LrLINVUERA~II&L~)F ~,,'~ O Bt~ APPLY TO EACH FOOTIN(4 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUNDt '¢,/IND SEISMIC ~.J FROST WINTER IC£$HIELD NT BLOOD SNO'~ SPEED DESIGN ~EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYME LOAD/ (MPH) CATEGORY 1 DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO I4$LBS.[ 120 J B J SEVERE J 3FT. IToHEAVYIMoDEi~.TEj 11 J NONE J - J DECK AND COVERED PORCH NOTES: NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING ROOF FRAMING: WALL FRAMING: DECKFRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY, ~PACING REVISIONS: A-6 REVISIONS: G :X: x O'' ES VJIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: -- ' "'" I). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 1Od common nails required QTY, SPACING JCON STRUCTION NOTES: in each end of the collar tie need not exceed the tabulated ,umber of 8d nails in the strap. RAFTER TO B' WALL: 3-ad COMMON EACH BUILDING HEIGHT Is~, mANS) I ~ TOP PLATE 10'WALL: 4-ad COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST B' WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CON~I-RUCTION ISEE PLANS) intent and framing details. They are intended as a construct[on aid, not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10~ WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the waB top plate and the wail top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionaBy finished, structurafly the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER VJFCM - sac LAP NAIL 2006 SaC HiGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product, shaft be connected with uplift connections in accordance with table 3.3c. CEiLiNG JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS~ CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SaC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring thai all work and construction 3). WALL-TO-WALL A~SEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attadhed with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as patt of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SaC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS)~ 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom p]ete with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall havea,~inimum embedment of 7 inches in concreteVJALL F RAM IN G:STAIRS 40 © responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, lB inches in masonry block foundations, or lapped under NAiL NAIL GAURDRAILS (ANY DIRECTION) 200 construct[on means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with tab]e 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts, Anchor bolt QTY. SPACING EXPOSURE CATAGORY {DESIGNED FOR CAT. C) Specific use expressed or implied in the use of these plans, sparing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMOh FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION i 5), Refer to the Window and Door schedule for extedor openings, corners. INTERSECTIoNsTOF PLATES AT 4 - 16d COMMOh JOINTS FACE (ROOF-FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ' 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufadure's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 . 16d COMMOh attached with Bd common nails at 6" o.c. at the panel edge~ and 12" o.c. in the field, and O.C. NAIL FIRE PROTECTION Sym.: 7). The General Contractor is to consult with the owner for all built-in items i/2 inch gypsum waBboard on the interior attached with 5d cooler nails at 7" o,c. at panel HEADER TO 16" O.C. FACE (SMOKE & CO2 DETECTORS) {~ SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c, in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL in table 3.1Sa-b. TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END TRUSS DESIGN I N/A - STANDARD STICK FRAME CONSTRUCTION Z O 8). Wind load requirements shall be taken into account dur[ng construction. PLATE TO STUD 3 - 16d COMMOh PER 2x6 STUD NAIL ENERGY CALCULATIONS ~ RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS:BOTTOM PLATE TO: pER FACE N^ L CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Ty~e~~exteri~rshearwa~~ssha~~meettherequirements~ftab~e3~1Ba~bfimestheap~r~pdate FLOOR jOiST. BAND JOisT, 2-16dCOMMON 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights offinBhed floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING:snow SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soft. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 3), Provide 1/2" expansion joint material between concrete slabs and abutting 2'4'4'2 and 2.2.4 respectively.JOIST TO: 4 - 8dQTY'COMMON SPACINGpER TOE 20 LBS. 120 B SEVERE 3 FT. MODERATETo HEAVY MODERATESLIGHT TO 11 NONE concrete or mamnry walls occuring in extetior or unheated interior areas. 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAILROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be4)'installedAny newwithconcrete#$ re-bar,walls 1B"beinglongattachedat 12" o.c..t° existinguse approvedC°ncreteepoxyStructurefor shallinstallation. 3.5.with table 3.3. Window si[[ plates shall be have steel connectors in accordance with table BLOCKINGTO JOIS-F 2 - Sd COMMON EAcHEND TOENAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p,s.i.. Concrete to be TO JOIST 2 - Bd COMMON END NAiL 4' PERIMETER EDGE ZONE 8d COMMON ~1 6" O.~ 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs B). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick, All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters ~hall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON QI 6" O.C Bd COMMON I~ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) , r~ anchored on top of the beam or slope connectors shah be a~ached to each rafter-to-ridge SILL OR TOP PLATE 3 - 16d COMMOh BLOCK NAIL NOTE: 2 FOR PANEL FIELD i 6" maximum lifts (layers). along the open ceiling part of the building, Connections to the ridge and wall shall be be LEDGER STRIP GABLE ENDVJALL RAKE AND RAKE TRUSS gd COMMON I~1 4" O.C 8d COMMON @ 4" O,C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 1B"×24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMOh EACH FACE JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area.NOTES ' DECK AND COVERED PORCH NOTES: JOiST ON LEDGER PER TOE 7). Dampproof exterior of foundation with bituminous coating as per section R406 of j TO BEAM 3 - 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over j 1), Unless otherwise noted, all framing material to be #I ACC2 pressure treated [umber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvin[zed or stainless steel. TO JOIST 3 - 16d COMMOh JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. r~ B). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bo]ted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMOh FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored ~ILL OR TOP PLATE FRAMING NOTES ! into concrete witha minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SH EATHI qG:2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0,49, the nail spacing shall ba reduced to 6 inches o.c. ~ NAIl= NAIL 1). All framing techniques and methods as prescriptive design of 2006 sac High Wind i 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. JOINT DESCRIPTION QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with 6>0.49. For Edition Wood Framing Construction Manual. J Use a minimum 1/2" dia x B" long anchor bolt with washers and nuts. Footings Shall be 3 ft. AS PER TABLE 3.8 framing members with 0.42<G<0.49. the nab spacing shall be reduced to 3 inches o.c. below grade. Porches with covered roofs shaB have 12" dia. concrete piers for the girders, STRUCTURAL PANEL Bd B). Unless otherwise noted, all framing and structural wood matedaJ to be #2 + BTR, WFCM- SaC V/ALL SHEATH lNG REQUIREMENTS FOR WIN D LOADS: Douglas Fft. 4). Deck joBts to have blocking at g'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5), A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES JOINT DESCRIPTION SEE NOTES: 1, 3 ( BOTH FIELDS) otherwise, Ledger to be fastened to building with 1/2" dia. boIts with w~shers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON ~ 6" O.( 8d COMMON @ 12" O.C. where needed. GYPSUM 7" O.C. EDGE NOTE; 2 FOR PANEL FIELD 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir.WALLgOARD Sd COOLERS 10" O.C. FIELD INTERIOR ZONE 8d COMMON @ 6" O.C I 8d COMMON @ 12" O.C, SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade, C~ openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors, Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 waft openings between 5'11 and 8'9. Provide f,re to girder(s), JOINT DESCRIPTION, NAIL NAIL and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. AS PER TABLE 3.9 1).F~rwa~~shea~h~ng~i~h~n4f~et~f~hec~rners~~he4~~~~ed~ez~nea~~achmentrequ~rementssha~~ 5), All flush beams/headers to be installed with heavy duty galvinized hangers and g). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMOh PANELS WFCM - SaC be used. anchorswhereapplicabletoallconnecdngjoists, PLUMBING NOTES 7/16" osB 6). Double up floor joists under walls that run parallel ta the floor joist and under bathtuE 1), All water supply, drainage and venting to be instaBed as per N.Y.S. Residential PLY~/OOD 6d COMMOI~ 3" O,C. EDGE 6" O.C. FIELD 2}. Tabulated 12 inch o.c. nab spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C, EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o,c. on plans. WALLBOARD 10" O.C. FIELD 3). For exterior panel siding, galvin[zed box nails shall be permitted to be substituted for common nails. 7}, Provide 2-1.3/4" thick microlams ( height to match floor joists) around stairwell and/c 2). Verify septic system with the Engineer for Suffolk County Heafih Depastment approval FLOOR SHEATHING: NOTE: other access openings unless ofherwBe noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work. I JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY B). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING where appBcab]e un Jess otherwise noted, state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS , 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY, 'u , 12" O.C. FIELD r~ 9), Provide blocking/bridging in floor ]oistt at fi0 o.c.. Use solid blocking in floor)oists iHVACSYSTEM NUTES1" OR LESS 8d COMMOt under all bearing wails. 1). Mechanical subcontractor is responsible for adheadng to all applicable codas and safetyN UT ES: ~l. USE SIMPSON HANG~RS AND ANCHORS ~JIT H Z-MAX TRIPPLE PROTECTIVE EOATIN G FOa CONTACT ~,X/ITH AaQ, 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF~ N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 11). Unless otherwise noted, all roof~ and walls to have a minimum 1/2"' thick, 4-ply Fir 1). NaiBng requirements are based on wall sheathing Seal[on RG02.B- FIREBLOCKING REQUiaEb CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3), HVAC subcontractor to provide final system layout drawing and submit it to the Genera[ nailed 6,, on.center at the panel edge. If wall sheathing Fireblockln§ shall be provided to cut off ~ll mncealed draft openlngl (both vertical and hodzonlal) ~1~ ~ 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval, ls nailed 3" on-center at the panel edge to obtain higher and to/~rm an effective fire barrier between s[oHel, and b~een ~ top ltory and the roof space. adhered with PL400 adhesive and screwed to floor ioists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1). In conceal,d ,pace, of ,tud wa,Is ~nd p,ctitions, inc,uclin~ ,urred sp.~es, a' the ce[lln~ ind floor 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of buBding 2). All electrical work shall be approved by a quaflfied Underwriter. ~) At ail interconnec~ions between concealed verUcal llld horizontal spacel such is occm at tO have regular 1/2" sheetrock. All walls to be taped and finished, 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced to1 - 16d nab per foot. 14), All roof with a pitch less than 4:12 shaB be [nstaBed with an Ice & Water barrier or of N.Y,S. Residential Construction Code. 31, In concealed ~pa~e$ bel~veen ~.a[r strJn§er~ at the top and boaom of the run Enclosed spaces torch down type material over. ,~m, ~nd produm .f comb,,tion. ~ ~[~' i~~'J~ SCALE: NTS 16).AIIsillplatesandwoodincontactwithconcretetobepressuretteated, SiBpbtesto 5)~F~rthe~reb1~ck~n§~fchimne¥sand~repIaces~refert~se¢tI~na1D~1'16~N~Y.s.Res1d~ntIa[C~de` ~[1~/ ] ~r'~ i JO~#' be installed with a foam sill gasket and cop-r-rex termite shield or'approved equah ~ ~ I ~r,~ I ~ I~ ; aHI~gTNIJM~IER: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTERTO 8'WALL: 3-8d COMMON EACH TOP PLATE 10'WALL: 4-Bd COMMON RAETER TOE-NAIL CEILING JOIST B'WALL: 3-8d COMMON EACH TO TOP PLATE 10~WALL: 4-ad COMMON JO[ST TOE-NAIL CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER VJFCM - S8C LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SaC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM -SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMOh FOOT SEE NOTE: 1 TOF PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMOh EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMOh O.C. NAIL HEADER TO 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOh PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST. BAND JOIST. 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE R~SlDENTIAL DWELLING BUILDING HEIGHT (SEE PLANS) TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 2006 SBC HtGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY IDmC, N~ ~OR C^T. Cl LOAD PATH SEE CONSTRUCTION ANDkX/IND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNO~U SPEED DESIGN WEATHERIN( LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING JOIST TO: PER TOE 4 - Bd COMMON SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE 2 - Bd COMMON TO JOISq' END NAIL BLOCKING EACH TOE TO JOIST 2 - Bd COMMON END NAiL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMOh BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMOb JOIST NAiL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3 - 16d COMMOh JOIST NAIL BAND JOIST TO: PER TOE NAIL 2 - lad COMMOh ~ILL OR TOP PLATE FOOT SEE NOTE~ 1 ROOF SHEATHI qG: JOINT DESCRIPTION NAIl= NAIL QTY. SPACING AS PER. TABLE 3.8 STRUCTURAL PANEL Bd WFCM - SaC SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON ~1 6" O.C 8d COMMON @ 6" O.C. SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE Bd COMMON Ol 6" O.C Bd COMMON I~ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDVJALL RAKE AND RAKE TRUSS 8d COMMON I~1 4" O.C 8d COMMON @ 4" O.C. SEE NOTES: 1,3 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT tNTERMEDJATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON ~ 6" O,( 8d COMMON @ 12" O.C. NOTE; 2 FOR PANEL FIELD INTER[OR ZONE gd COMMON @ 6" O.( 8d COMMON @ 12" O.C, SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION · QTY. SPACING STRUCTURAL AS PER TABLE 3.9 PANELS 8d COMMOI, WFCM - BBC 7/16" OSB 6d COMMOh 3" O.C. EDGE PLYWOOD 6" O.C. FIELD GYPSUM 7" O.C, EDGE 5d COOLERS WALLBOARD 10" O.C . FIELD