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Home My WebLink About36401-ZTOWN 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 #: 36401 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: Construction of a New Accessery I story, I car Garage, as applied for. At premises located at: 18!5 Great Pecon!c Bay Blvd., Laurel SCTM # 473889 Sec/Block/Lot # 127.-8-10 Pursuant to application dated To expire on 1111612012. Fees: 5/18/2011 and approved by the Building Inspector. CO - ACCESSORY BUILDING ALTERATION OF ACCESSORY BUILDINGS Total: $50.00 $234.00 $284.00 CO~TS FOUNDATION (!ST) FOUNDATION (2ND) - ROUGH FRAM/NG & PLUMBING IMSULAT~ON PER N. Y. STATE ENERGY CODE ADDITIONAL CO1HM~NT$ TQWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-t802 FAX: (6,31.) 765-,,9502 $~utl~oldTo~vn.Iqoi-~hFork.iiet Examined 5-r/ ~- ,20I t Approved -~- ~-t ~ ,20 1( Expiration PERMIT NO. Building Inspector BUILDING PERMIT APPLICATION CHECKLIS'i Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: -- APPLICATION FOR BUILDING PERMIT 111: Date 04"/ .G/II ,20 -" Ill : INSTRUCTIONS : , /. ,' /ia ~}] at ~ici?olln M1 ~T1 i ' ' '' p . pp T b~ completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 : ~ i to scale. Fee according to schedule. "~UP'fot~lll~ _[~_.$...w.i~g location 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 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 Oocupancy, f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuanc, e or has not l~een completed within 18 months from such date. If no zoning a~m,endments or other regulatiOns affecting the p?op~ty rage been enacted in the interim, the Building Inspector may authorii~, in '~ting, the extension of the permit for an addition ~x months. Thereafter, a new permit shall be required. · AP-PLICATION IS HEREBY MADE to the Building Department fo'r {he issuai'ice.of; Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk CounB/, 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 ali applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) applicant is owner, lessee, agen(archite~ngineer, general contractor, electrician, plumber or builder State whether Nameofownerofpremises V,/[J~-.....t~T ~AsoSt?xrollcr~lat~d~~ If applicant is a corlJoration, signature of duly authorized officer (Name and title of corporate officer) Builders Llcens¢)~e-al t:.~r i ,,l,4 Plumbers Li~ ..'t~.%e ni ~c,',: Electnc~s L~cense ~6. ' ' ' '. Other Trade's Licmse No. Locatio~ of land on, Avhich proposed work. will be don~e: House Number Street County Tax Map N0.'1000 Section Subdivision Hamlet Block Lot I O Filed Map No. Lot "2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Alteration Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units ' ,If 9arage, number :o~ 6ars Addition Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, c.o~l~,~l or ~t~x~_d~,.,.~anf. y, 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, Dimensions of entire new construction: Front Height ' ' ' Number of Stories Size of lot: Front 9. 10. Date of Purchase Name of Former Owner Number of Stories Rear Depth l 1. Zone or use district in which premises are situated ¢ 4 O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES Rear 13. Will lot be re-graded? YES NO/~Will excess fill be removed from premises? YES~ NO__ 14. Names of Owner of premises GWC- O~O Address Phone No. ~ NameofArchitect ,.3¢ ffo,,,4rg r t_. Address PhoneNo Name of Contractor (7¢~. tgt~t ~' ~ J",~'~ Address Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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. 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. OF ~¢..~ ~. ' //~}"~/~ 3 (~ ~"/('"~'f/~ 7~' being duly sworn, deposes and says that (s)he is the applicant (Name of indihdual si~ing contract) above named, (S)He is the ~ ~/~ ~IE, O. BUSH (Contrhctor, Ag~, Co¢o[ate Officer, etc.) ~ ~, ~ ~ ;4~ Y6.~ ~. O1B~l 8~ of said owner or owners, and is duly authorized to perfo~ or have perfo~ed the said ~~l&t~lication; that all statements contained in this application are tree to the best of his ~owledge and belief; and that the work will be perfo~ed in the ma~er set fo~h in the application filed'therewith. Sworn to before me this t. . ,-~ Notary Public ' / x re of Applicant OWNER FORMER OWNER OF SOUTHOLD STRE~ /~' 15 N [ S RES. ,,~, / O LAND 7d6 AGE NEW Farm SEAS. IMP. I ?do NORMAL Acre VL TOTAL FARM BUILDING (~ONDiTI~ BELOW DATE //;77a Value Per Acre PROPERTY RECORD CARD .tlt,,t~, ~--- VILLAGE LOT ~7~ / W DISTRICT SUB. ACREAGE TYPE OF BUILDING COMM. I IND. CB. " I MISC. Est. Mkt. Value REMARKS ABOVE Value FRONTAGE ON WATER FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland Brushland House Plot Total M. Bldg. Extension Extension Extension Foundation Ext. Walls Fire Place Bath Floors Interior Finish Heat / ~..~.~, /' Porch Roof Type ; Porch i Rooms 1st Floor 3reezeway ! ' Patio j Rooms 2nd Floor .~arage i Driveway J Dormer D.B. / ,/, Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. ~. THE FOLLOWING ACTIONS MAy REQUIRE THE SUBMISSION OF A /~/~ J~.Z ~1~ / ~' STOR~-WATER~ GRADINGs, DRAINAGE AND EROSION CONTROl. PLAN oisas:t s~oc~ Lot CEI~TIFIED BY A DESIGN PROFESSIONA]. IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUUrlON i'i'IsM# / WORKA~$F~$I~[F_,NT [ Yes No (Include Total Area of all Parcels located within ~. ~ ~"~ ¢ Generated by a Two (2") Inch Rainfall on Site? ' the Scope of Work for Proposed Constmctton) b. What is the Total Area of Land Clea~ {S.F.I.~,es) (This Item will include all mn.off created by site V/ clearing and/or construction activities as well as all 6.0oed Oi=*a= tot the .ro 3' ? Site ,m.=emea= a.d the pe-. .ont of construction activity? impervious surfaces.) (S.F. I Ar~e~) 2 Doas the Site Ptan and/or Survey Show AIl Proposed PROVIDB BRIEF PROJECT DF_~CRH~TION ~ ~ P~ - ~ Dmthage Structures Indicaitng Size & Location? l~is Item shall include all Proposed Grade Changes end - I_. J /~ O~ 1'7'7d~.~ ~ ~-~! J 77 ~ ¢ Slopes con,~o,ing sur~ Water ~ow. tt'~t/~/~' ~J /~/d ~"~ ~/~:~' ~ Coe~thesite~anand/orSarv~ofihetbeeroalon ami .~dimont control pm¢~{~s thet will he uead t~ contn:fl sito erealon and ~orm w~tor divas. This ! ~ ~ ~' ~" '~ ~ J"J'~ Constm~ionitem must b~eded.meintained throegho~t ~o Fnitro Excavaiton where thoro i$ a chan~ to ~ Netuml I~ ~ 5 Will this ApPlication Require Land Distu~oing Activities ~j[.~ J¥~'~,~ ~.] OJ~(~.d~.~/ EncompasslnganAreainExcessofFiveThoueand~ V (5,000 S.F.) Square Feet of Ground Surface? -- 6 is there a Natural Water C°ume Running through the Site? Is this Project within the Tmsteas jurisdiction [ ~ Defleral OEC 8WPPP Requirements: or within One Hundred (100') feet of a Wetland orL~J -- Submlss~ of a SWPPP is required for all Construction activities invct ring soil Beach? dis~ui'bances of one (I) or more ac~es; including disturbances of less than one acre thai 7 Will there be Site preparation on Existing Grade Slopes are pad of a iorger common ;~an that w,~l ulttmatalydisturb one or r,x~re acme of land; which Exceed Fifteen (15) feet of Vertical Rise to inctudi~.g Const~uctio{1 activifie~ Involving sail disturbances of ~ess than cna (t) acre where One Hundred (100') of Hedzontal Distance? the DEC has determined that a SPDES ~em~t is required for storm wster discharges. SINPPp*S Shall Itteet the Minimum Requirements of the SPDES General Permit 8 Witl Driveways, Parking Areas or other Impervicus ~m- Storm Wa~e~' IBisGhar~es from Coflsbtuoflon activity. Permit No. GP-0-10-O01 .) Surfaces be Sloped to Direct Slom~Water Run-Off~ 1. l~e SWPPP shall be ixepared p~o( th the submittal of the NOI. ~ NOI sha[( ~e into and/or in the direction of a Town right-of-way? =. ~o sw,~ ,~ ~.~be ~ ..~. a~ ~.~ ~ p.~ ..~,~ 9 Will this Project Require the Ptacemont of Material, requhed, Ix~t-c~nstm~m stem water management ptac~es ~hat ~MII be used and/or Removal of Vegetation and/or the Construction of any [ ~ ce~s~ed to r~uce the peaofants is s~onn wate~ dbcharges ~nd to ,assure Item Within the Town Right-of-Way or Road Shoulder STATE OF NEW YORK, ~" ~_ ,. otary Publfc, 8tate~ of New York Co I ~O~er. ----( , ~Uac~or, .~gest, C~x~'ato O~cer. stc.) .................................. Owner and/or r~pre$¢n~afiv¢ o£ ~h¢ O~¢r or Ovmcrs, a~d is duly authoHz~l to p~'~orm or haw i~fformcd d~¢ .~d work make a~d t~[¢ th~s applicadom that ail s~.tcm¢~.~ co.tanned in ~his applkadon a~ ~¢ lo thc I~st of his knowlcd[¢ ~md bd~¢fi ~md thai th~ wore ~! be pcH'orm~d i~ thc m~mcr sci £ord~ in ~h~ application filed herewith. $°ta~ ?ublic: .....~~......~..~.....~ FORM - 06110 ~ BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: Applicant: ./~ Od~ ~-~... ~ Owner: Building Permits (Open/Expired): BP__-z / Od0 Z- , Info: BP__-Z / C/0 Z-__, Info: BP __ -Z / C/0 Z- , Info: City: ~ Pre COs? BP__-Z / C/O Z- _, Info: BP__-Z / C/O Z-__, Info: __ Single & Separate Search Required? Y o etermination: REQ. LotSize: t'{"O)°00 ACT. LotSize' tt LotCov ,~o ACT:LotCov /{~,,~ REQ. Front~,T. Front REQ Side' ~__ACT. Side(,, _~_~j 'R~Q. Re~ PROP. Rear ' REQ. Height ( / ~,~.~,O~CT. Height. ~. ~oJt~ $1665 A CT Waterfront? Y o~ If yes, water body: '---'- ~ Panel# -- Flood Zone: ~ Bulkhead/BluffDistance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y o~Ifyes, *Bed#: *Date: / / *Permit#: - If no, certification required: Y or N Received: Y or N By: NYS DEC: ei~-oecgnns Y o~- Date: / / Permit #: Southold Trustees: Y or~- Date: / Permit #: Southold ZBA: Y o&- Date: __/__/__ Permit #: Southold Planning: Y or~ Date: / Permit #: Town Landmark C of A: Y oODTE: / Town Septic: Y o1~ or NJ Letter - Notes: or NJ Letter - Notes: - Notes: - Notes: *NYS CODE Compliance (page 2~r N Fee Structure: Foundation: SF First Floor: ~,~SF Second Floor: ~ SF Other: SF Total: ~ ~,5" SF Calculation: + Initial Fee: Additional Fee ( ): SF X $ + Initial Fee: Additional Fee ( ): oo TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECICLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA · Grounll Snow Load: 20 Weathering: Severe Design Temp: 11 __ USB/OCCUPANCY CLASSIFICATION: / · HEIGI:IT/FIRE AREA: TYPE OF CONSTRUCTION: ~fv,~. FULL FRAMING DESIGN ELEMENTS ~/N ItEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: LUIM[BER SPECIES AND GRADE: Wind Speedl 120MPH__ Seismic Design Category~ -Frost Depth: 36" __ Termite: M-H ' Decay: Ice Shield Underlay: YES Flood Hazai'ds: GIILDERS: ROOF IL41WFERS: YfN WINDOW AND DOOR SCHEDULE: NIISSLE TEST REQUIREMENTS~N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N 5rENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE:~/N MEANS OF EGRESS: PLUMBING RISER DIAGRAM: Y~ LOCATION OF FIP~ PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y~) CERTIFICATION: Y/~ ENERGY CALCS: Y4~ TOTAL COMPLIENCE.~//YJ~ (RETURN TO PAGE ONE) SURVEY OF UREL PARK dia. X 4' high ~ORM D~N POOL / SITUATE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-127-08-10 NOVEMBER 9, 2010 U~TY DEPA~T~aENT OF HEALTH DESCRIPTION AREA X LOT COVERAGE EXIST. HOUSE 990 sq. ff. 8.2X PROPOSED ADDITION 64-9 sq. ft. 5.4% PROPOSED GARAGE 520 sq. ff. 2.7% TOTAL EXIST. 1,959 sq. fi. 16.5% Fox (631)727-172:7 ~~ [ ., SCALE: = INSPECTION REGUIRED ,, ~ ', OCCUPANCY OR ' " WITHOUT CERTIFICATE ,,~,'~' , SECTION " CER~IF~OAT~ON OF - ' " NAILING & GONNEGTI~NS SCALE: 1/4 1I I ~QU~E~ I I i . COMPLY W~TH ALL CODES OF AS REQUIRED ~ APPROVED AS NOTED ~" 'm ~ SCALE: 1/4" = 1'-0' 5),USElS*FELTUNDE~YMENT~ITHASPHALT~OOF)N6, --m - 765-1802 8 AM TO 4 PM FOR THE ROOF AREA= USE GALVANIZED (Z~NC ~OA%ED) ROOSlNG NAtLS, 11- 12 GAUGE ~ITH AT 2 ROUGH-F~MING, PLUMBIN6, '~¢. AT 1OO% RUN OFF STRAPPING, ELECTRICAL ~ CAULKING 4 FINAL-CONSTRUCTIO~&ELEOTRIOAL 69.2 CU. FT. MUST BE COMPL~ F~ C.O, ~ NOT PR~EEO WITH ALLCONSTRUCTION~ME~E ' FRYING U~ILSURVEY3~ REQUIREMENTS OF ~E CODES OF NEW OF FOUNDATION LOCATION '"='~"~-' PEOVIDE: YORK STATE NOT ~S~I~ FOR HAS BEEN APPROVED. ~rJ;'"~T;"~' ~ ~ DESIGN OR CONS~UCTION ER~RS WIND-BORNE DEB~S P~OTE~ION FOR WOnD STaU~U~L PANEL ............................................................................. 84.5 CU, FT. PURSUANT TO CHAPTER 236 REVISIONS: WIND LOAD PATH CONNECTION AND C ONSTRUC TION DETAIL DRAWINGS 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, _= I KING STUBS RAFTER 0 ENDWALL ~ ~,.~ - ~) WALL STUD · CRIPPLE STUD HEADER LEDGER BATHTUB -- I DOUBLE JOIST SIDEWALL , RAF1ER VENIB SELECTED AND METAL SR~Ap ~ CATED ~Y CONTRACTOR RIM BOARD 0 CHIMNEY VENTILATION CHARNEL RAFTER AS REQUIREB FOUNDATION '0.' ]'..- ]'. *'.. *'. TOP PLA~ ~ BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ~48"0C = ~ ~ ~2x4 SOFFIT dOlST AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A ~ ~ ~FASCIA MINI,U, NET FREE VENTILATINO AREA ~d' % iNSTALL ~'O.' O.C. TBE SPACE VENTILATED. ALL OPENINGS ~C~ WOOD O~RDER EXTENDS ~ND~R SHINGLES AT RIDGE CAP OF SAME MATERIAL AS ROOFING TERMITE SMIEED I SILL GASKET ~ SUB FLOOR 6 kilL, POLY E 2x6 /2x8 CONTINUOUS WOOD PLATE WHERE NEEDED FOR STRUCTURAL BRACING. ~ ~IN 5" STEEL COLUMN ANCHORED TO 2C'x2~"~2" CONE. FTG... ~ (CRAWL SPACE OR FOUNDARON) 2 STORIES 56" OC ~ 7/// STEEL / BOTTOM BEARIRG WALL BOTTOM PLATE TO FOUBDATION (SLAB-ON GRADE} 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL I / ~ SUB FLOOR CONE. SLAB .DOOR ERAME I //h FOR ~[OCXOUT 12"· ~OF CONTACT WITH CORCRETE OR CONE BLOCR .:~.m.~. ~PLATE (BOLTED TO BE tYPICAL CONE. MONOLITHIC FOUNOATION REINFORCE WITH (2) ~4 REINFORCINO BARS J THICI<EB SLABS BEBEATH BEARING WALLS AND COLUMRS SHIVS TO LEVEL BEAM ~ REINFORCE FOOqlNG ~TB (2)¢4 REINFORCIND BA~S --3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOOKOUT '.'.~ / -LOOR JOIST DEPTH UBP NUMBER DESCRIPTION APPLICATION H,ISTALL A'B" O.C A" - 8" /S1AS8 I-1/4"x56" 1BSa STRAP AND dACN STUDS 31'1 ALL OPENINGS 8" 16" MSTA4B I 1/A"x48" 169a. STRAP AND JACK STUDS 3N ALL OPENING5 KING STUBS RAFTER __~~~ HEADER LEOOER BATHTUB I ~ THROUOB-ROOF EXHAdST FOUNDATION '0' ]"-.' ~'- ''- ''- TOP PLATE -~ BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"0C = ~. ~ '~2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROWDED WITH A -- ~ /'FFASCIA MINI.UM NET FREE VENTILATING AREA ~. INSTALL l'O" O.C. TBE SPACE VENTILATED. ALL OPENINGS ~C~ WOOD GIRDER WHERE NEEDED FOR STRUCTURAL BRACING., ~ ~IN 5" STEEL COLUMN ANCHORED TO 2C'x2~"~2" CONE. FTG... ~ WALL(CRAWL SPACE OR FOUNDARON)BOTTOM(sLAB_oNPLATE TOGRADE}FOUBDATION 1-22 STORIESsTORiES 57"56" OCoc ROOF JACKS &~VENTST///DETA, L STEEL / BOTTOM BEARIRG COMPACT FILL DOOR 0 JOIST I ~lb FOR BEOCKOUT ' PLATE (BOLTED TO BEAM~'~ S [YPICALCO,C. MONOLITHIC FOUNDATION ~EINFOROE WITH (2),4 REINFORCINg BARSrTHICI{EB SLABS BEBEATH BEARING WALLSANDCOLdMRS ~HiMSTQ LEVELBEAM GARAGE DOOR BLOOKOUT NAILING SCHEDULEINYS CODE: 2010 EDITIONIPLAN CONTENTS: G - x -- x O" :$FRAMING NOTES ' : ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ~ ~J 1), RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE RESIDENTIAL DWELLING 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4, JOINT DESCRIPTION NOTES When a collar tie is used in leu of a ridge strap, the number of lOd common nails required QTY. SPACING BUILDING HEIGHT ISEE CONSTRUCTION NOTES:in each end of the collar tie need not exceed the tabulated number of Bd nails in the sttaP. RAFTER TO g' WALL: 3-ad COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION flee PLANS) 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 intent and framing details. They are intended as a construction aid, nat 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 DESIGN CRITERIA State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE CURRENT sac HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections, Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - sac LAP NAIL sound and a weatherproof completed product, shall 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 -SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that ali work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part 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 EACH TO[ ATTICS w/STORAGE 20 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 DESIGN LOAD CALCULATIONS accordance with table 3.3. TO RAFTER END NAIL ROOF (GROUND SNOW LOAD) 20 EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ROOMS (SLEEPING) 30 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL F RAMIN G: STAIRS 40 respomibiBty for construction coordinating with these plaT, nor responsibility for foundation and dab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT. C) 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 PER FACE NAIL spedfic use expressed or implied in the use of these plans,anchorSpacingboltsis to beareSpacedto be spacedand siZedbetweenin accordanceG_12 [richest° tablefrom 3.2a.the endln additiOnof a sill platet° spacing,and all TOPTopPLATEFLAT[TO 2 - lcd COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND FATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners. TOP FLATES AT 4 - 16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL FAGE & GENERAL NOTE PAGE INTERSECTIONS LA, SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE that masonry or prefabraded fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - lcd COMMON 24" FACE EGRESSSym.: SEE FLOOR FLANS AN D WINDOW SCHEDULE orG):exceedsThe Generalmanufacture,sContractOrspecificationsiS to ensUreand applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL FIRE PROTECTION attached with 8d common naris at 6" o.c, at the panel edges and 12" o.c. in the field, and 16" O.C. FACE (SMOKE & CO2 DETECTORS) (~ SEE FLOOR FLANS 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO lcd COMMON ALONG EDGES NAIL 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 in table 3.1$a-b. TOP OR BOTTOM 2 - lcd COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION PLATE TO STUD 3 - lcd COMMOIx PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK. 8). Wind load requJremenB shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOU N DATION NOTES: Type Jl exterior shearwalls shall meet the requirements of table ].15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2-16d COMMO]x FOOT SEE NOTE: 1,2 ~ length adjustment factors [n table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 1). The General Contractor and Mason to review plans, elevations, details and notes to SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SH~.RWALL CONNECTIONS:FLOOR FRAMIN G:LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be perm[clod to be increased when NAIL NAIL NOTES B), AIl footings to rest on undisturbed (virgin) soil interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE 2.4,4,2 and 2,2,4 respectively, JOIST TO: PER TOE 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occudng in exterior or unheated interior areas. 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL TOF PLATE OR GIRDER 4-adCOMMOb JOIST NAILROOF SHEATHING REQUIREMENTS FOR WIND LOADS: EACH TOE Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMOb NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with ¢/5 re-bar. 18" long at 12" o.c., Use approved epoxy for installation, 3.5. BLOCKING 2 - 8d COMMOh EACH TOE 4, PERIMETER EDGE ZeN E 8d COMMON @ 6" O.( 8d COMMON ~ 6" O.C, SEE NOTES: 1,3 5), Unless otherwise noted, all slabs on grade to be 2500 p.s.L. Concrete to be TO JOIST END NAILSEE NOTES: 1 ( BOTH FIELDS) poured on 4 inch thick sand or gravel filI with 6x6 wire mesh reenforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: EACH TOE INTERIOR ZONE Bd COMMON @ 6" O.C 8d COMMON ~ 12" O,C. NOTE: 2 FOR PANEL FIELD 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 shall either be notched and BLOCKING TO: 3 - lcd COMMO]' BLOCK NAIL 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOF PLATE EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS lad COMMON ~ 4" O.( 8d COMMON ~ 4" O.C. SEE NOTES: 1,3 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 - 16d COMMO[' JOIST NAIL 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM ~ NOTES PER TOE BxlG cRst iron foundetion vent for every lSO sq. ft. ofarea. DECK AND COVERED PORCH NOTES: JOISTON LEDGER 3-adCOMMOb JOIST NAIL TO BEAM THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 7). Dampproof exterior of foundation with bituminous coating as required by current N.Y.S. Residential Construction Code, A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 1 Cd COMMON 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, BAND JOIST TO: 2 - lcd COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used, 8). Drainage as required by current N.Y.S, Residential Construction Code, 2), Girders for deck joists to be bolted to each post w~th w~shers and nuts. SiLL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with FRAMING NOTES into concrete with a minimum 1/2" asa x 7" long anchor bolt with washers and nuts. ROOF IH EATHIN G: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. NAIL NAIL 1). All framing techniques and methods as prescriptive design of current sac High Wind 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 G>0.4.9, For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. AS PER TABLE 3,8 framing members with 0,42<0<0.4,9, the nail spacing shall be reduced to 3 inches o.c. below grade. Fetches with covered roofs shall have 12" dia,. concrete piers for the girders, STRUCTURAL PANEL Bd WFCM. SaC WALL SHEATHING REQUIREMENTS FOR WIN D LOADS: 2), Unless otherwise noted, all frammg and structuraI wood material to be #2 + BTR. I NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES Douglas F r. 4). Deck io sts to have blocking at B'O o.c.. C El LING SHEATH IN G: SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 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. I JOINT DESCRIPTION NAIL NAIL SEE NOTES: 1, 3 ( BOTH FIELDS) otherwise, Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON ~ 6" O.C. 8d COMMON ~ 12" O.C. NOTE: 2 FOR FANEL FIELD where needed. GYFSUM 7" O.C. EDGE 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O,C. FIELD INTERIOR ZONE 8d COMMON ~ 6" O,¢. 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, openings. LVL headers to have (3)jack studs and (2)full length studs on each side ofWALL SHEATHING:.NOTES openings. Bearing walt window sills shall also have (2) window silI plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL THESE NOTES ARE ONLY TO ge REFERRED TO IF MENTIONED IN SCHEDULE NOTES ON LY. openings between 4'1 and 6'0 and 2×6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION QTY. SPACING and blocking where applicable. B). Covered Roofs shall be assembled and anchored the same manner as a b/pica[ building. STRUCTURAL 8d COMMOb AS PER TABLE 3,9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shad 5), All flush beams/headers to be installed with heavy duty gaJvinized hangers and PANELS WFCM - SaC be used. 3" O.C. EDGE anchors where applicable to all donneeting joists. PLU MB IN G NOTES PLY'BlOOD7/16" OSB 6d COMMOF 6" O,C. FIELD 2). Tabulated 12 inch o.c. nab ,pacing assumes sheathing attached to stud framing members with 6). Double up floor joists under wails that run parallel to the floor joist and under bathtub~ 1). All water supply, drainage and venting to be imta[led as; per N,Y.S. Residential 7" O.C. EDGE G>0.49. For framing members with 0.42 <G<, the nail spacing~ shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 10" O.C. FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. on plaT. 7). Provide 2-1-3/4" thick microlams (height to match floor joists) around stairweB and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (typical). 3), If wall studs, plates or joists are cut out during insta[btion for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO, VERIFY 8), 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 JOINT DESCRIPTION QTY, SPACING 6" O,C. EDGE ' EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. where applicable un[ess otherwise noted, state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMOb 12" O.C. FIELD 9). Provide blocking/bridging in floor joists at B'0 o,c.. Use solid blocking [n floor joists HVAC SYST E M N eT E S 1" OR LESS2),1)' PROViDEUSE SIMPSONS/8" TYPE.XHANGERsSHEE FItOCKAND ANC HoI~F'RE STOPPINGwiTH Z-MAxAT 10'aTRiPPLEMAXIMUMPROTECTivEDISTANCEScOATtNGFOK NONFoR CONTAcTACCESSIBLEwITHAREAS'ACC] under all bearing wales. 1), Mechanical subcontractor Es responsible for adhear[ng to aB applicable codes and safety N eT ES: ,,, IN~TALL 1 - Co2 DETECTOR IN ADDITION TO SMOI(E ALARMS PER FLOOR Provide insulation baffles at cave vents between rafters, Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed.10)' 2). HVAC subcontractor is to fuBy ¢oordinete all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY, 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1), Nailing requirements are based on wall sheathing a~ required by current NYe R~Ilden~al C~de - F~REBLOCKtNG REQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and heade[s, 3). HVAC subcontractor to provide final system Layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacBies, nailing requirements for structural FlmbiockJng ~ha[I be provided in wood-frame conltructlon m ~he fullowmg adhered with PL400 adhesive and screwed to floor joists, Finished floor to be installed E L ECTRI CAL NOTES: members shall be doubled, or alternate connectors, ')'le~el,.tn ~an~e,ledccm,ealed, pa,e,horlzont aI°f stud wa]l,furreda~d, pace,par~ltloll,,lhall ,ao[n~[udl"gbe flrebl¢ckedfurred ,Face,,at intervalsat th,notceilln~exceedingand f]oo110 ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of buildmg 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted drop ceiling, and cove celhng~. ,. to have regular 1/2" sheetrock, All walls to be taped and finished. 3). InstaB Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced to1 - lcd nail per foot. 3). In concealed ~pace~ beb~een sta,r stringer~ at the top and botlorn of Ihe run, Enclosed ,paces 14), All roof with a perch less than 4:12 shall be installed with an Ice & Water barrier °r N.Y,$,Res[denflalConsttuctionCode. und.r ,talc, ,hall mmg[y .ith current N.Y.S. Re,ldantlal Code. approvedeqLlaL Flat roofs shal[ be 0ppi[ed with a F[berglas base sheet with an EPDM 4i.At~Pemn~.muna*;ent~,p~Pe~anddu~t~at~eihn~and~r~eveLture'~tthef,eepa~a~e~f ~ [ ~ ~ torch down type material over. 16), Ali sill pletes and wood in contact with concrete to be pressure treated, Sill plates to NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING RAFTER TO g' WALL: 3-Bd COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST B'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - sac LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM -SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SAC END NAIL BLOCKING 2 - 8d COMMON EACH TO[ TO RAFTER END NAil RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT {SEE PLANS) TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION~ WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCON tls 60 DECKS 4-0 ATTICS w/o STORAGE 10 ATT[CS 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 (DESlONEb FOP. CAT. C) LOAD PATH SEE CONSTRUCTION ANDWIND FATH CONNECTION (ROOF ' FOUNDATION) DETAIL FAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: FIRE PROTECTION (SMOKE & CO2 DETECTORS) (~ SEE FLOOR FLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT 4 - lcd COMMON JOINTS FACE INTERSECTIONS EA, SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD O.C. NAIL 16" O.C. FACE HEADER TO 16d COMMON HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - lcd COMMON PER 2x4 STUD END PLATE TO STUD I - 16d COMMOIx PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMOh FOOT iCE NOTE: 1,2 END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 11 NONE 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING PER TOE JOIST TO: 4 - 8d COMMOb SILL, TOF PLATE OR GIRDER JOIST NAIL BRIDGING )- - 8d COMMOb EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMOIx EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: ~ - 16d COMMOI' BLOCK NAIL SILL OR TOF PLATE EACH FACE LEDGER STRIP - 16d COMMO[' TO BEAM JOIST NAIL PER TOE JOIST ON LEDGER 3 - 8d COMMOb JOIST NAIL TO BEAM BAND JOIST PER END TO JOIST 3 - 16d COMMON JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAil S~LL OR TOF PLAT[ FOOT SEE NOTE: 1 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4~ PERIMETER EDGE ZONE 8d COMMON @ 6" O.( 8d COMMON ~ 6" O.C, SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE 8d COMMON @ 6" O.( 8d COMMON ~ 12" O,C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON ~ 4" O.¢ 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUFPORTS IN THE PANEL FIELD SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" O.C. NOTE: 2 FOR FANEL FIELD INTERIOR ZONE 8d COMMON ~ 6" O,C 8d COMMON @ 12" O.C. SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL PANELS 8d COMMOi' AS PERTABLE 3.9WFCM -SBC 7/16" OSB 6d COMMOF 3" O.C. EDGE PLYWOOD 6" O,C. FIELD GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD 10" O.C. FIELD