HomeMy WebLinkAbout009 - S0.2 Fastener ScheduleSWITZER ADU
509 E LAMME
BOZEMAN, MONTANASHEET NUMBERDATE:REVISION:NOTE: DRAWINGS ON HALF SIZE SHEETS (18"x12") WILL BE HALF SIZE OF SCALE INDICATED.SOJOURN STUDIO,
LLC.
DARREN CUNNINGHAM, B. ARCH.,
PRINCIPAL
406-223-5109
DARRENC86@GMAIL.COM04.03.2026106 WOOD, PLASTICS, AND COMPOSITESFRAMING LUMBER SHALL BE SPF#1/#2, HF #2 OR DF #2 AND HAVE A MOISTURE CONTENT EQUAL TO ORLESS THAN 19% U.N.O., AND GRADED AND MARKED IN CONFORMANCE WITH WWPA "STANDARD GRADINGRULES FOR WEST COAST LUMBER", LATEST EDITION AND FURNISHED TO THE STANDARDS INDICATED ONTHE PLANS, SCHEDULES AND DETAILS. THE DESIGN SHOWN IN THESE DRAWINGS IS BASED ON THECURRENT EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION PUBLISHED BYTHE AMERICAN FOREST AND PAPER ASSOCIATION. ALL SHIMS SHALL BE SEASONED AND DRIED AND THESAME SPECIES AND GRADE AS MEMBERS CONNECTED.GLUED LAMINATED MEMBERS (GL) SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITCSTANDARDS. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BYAN AITC CERTIFICATE OF CONFORMANCE. GLUED LAMINATED MEMBERS EXPOSED TO WEATHER ORMOISTURE SHALL BE TREATED WITH APPROVED PRESERVATIVE. THE FOLLOWING AITC LAMINATINGCOMBINATIONS SHALL BE USED U.N.O.:BEAMS:DOUGLAS-FIR COMBINATION 24F-V4POSTS & COLUMNS:DOUGLAS-FIR COMBINATION #2MANUFACTURED LUMBER PRODUCTS (LVL, LSL, PSL) ARE STRUCTURAL COMPOSITE LUMBER PRODUCTSMANUFACTURED BY WEYERHAUSER. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEWAND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. PRODUCTS SHALL BE MANUFACTUREDUNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMPOR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NERREPORT NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS SHALL BE MANUFACTURED WITHWATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2259 WITH WOOD FIBERS PRIMARLIYORIENTED ALONG THE LENGTH OF THE MEMBER. FASTEN MULTIPLE PLIES TOGETHER PERMANUFACTURER'S RECOMMENDATIONS U.N.O. THE FOLLOWING STRUCTURAL COMPOSITE LUMBERPRODUCT SHALL BE USED U.N.O.:LVL:2.0E MICROLLAM (ALL PLIES 1 3/4" WIDE, DEPTH PER PLAN)LSL.1.3E TIMBERSTRAND (1 1/2" WIDE, 3 1/2" & 5 1/2" DEEP, SIZE PER PLAN)1.5E TIMBERSTRAND (1 1/2" WIDE, 7 1/4" DEEP, SIZE PER PLAN)1.55E TIMBERSTRAND (1 3/4" WIDE, 5 1/2" - 16" DEEP, SIZE PER PLAN)1.3E TIMBERSTRAND (3 1/2" WIDE, 3 1/2" - 7 1/4" DEEP, SIZE PER PLAN)1.55E TIMBERSTRAND (3 1/2" WIDE, 9 1/2" - 16" DEEP, SIZE PER PLAN)PSL:1.8E PARALLAM (3 1/2" - 7" WIDE, 3 1/2" - 7" DEEP, SIZE PER PLAN)2.0E PARALLAM (3 1/2" - 7" WIDE, 9 1/4" - 18" DEEP, SIZE PER PLAN)PREFABRICATED WOOD I-JOIST (TJI) SHALL BE MANUFACTURED BY WEYERHAUSER. ALTERNATEMANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT ANDSTRUCTURAL ENGINEER. THESE PRODUCTS SHALL BE MANUFACTURED TO THE STANDARDS SET FORTHIN THE ICC-ES EVALUATION REPORT ESR-1153. INSTALL PER THE MANUFACTURER'S INSTRUCTIONS. DONOT BIRDSMOUTH OR OTHERWISE NOTCH OR CUT THE FLANGES. WEB PENETRATIONS SHALL BEALLOWED ONLY PER THE MANUFACTURER'S RECOMMENDATIONS.FLOOR RIM JOISTS SHALL BE 1.3E TIMBERSTRAND LSL AS MANUFACTURED BY WEYERHAUSER, ANDSHALL BE 1 1/4" WIDE x DEPTH TO MATCH I-JOISTS, EXCEPT USE 1 1/2" WIDE RIM FOR 22" AND 24" DEPTHS.PREFABRICATED OPEN WEB WOOD FLOOR TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER FORTHE SPANS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE FURNISHED AND INSTALLED INCONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS.PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THEMANUFACTURER IN ACCORDANCE WITH THE ANSI/TPI-1 BY THE TRUSS PLATE INSTITUTE FOR THE SPANSAND CONDITIONS SHOWN ON THE DRAWINGS. LOADING SHALL BE AS FOLLOWS:TOP CHORD DEAD LOAD10 PSFBOTTOM CHORD DEAD LOAD 5 PSFWIND UPLIFT (TOP CHORD)10 PSF*(BOTTOM CHORD LIVE LOAD)10 PSF*BOTTOM CHORD LIVE LOAD (NON-SIMULTANEOUS WITH TOP CHORD LIVE LOAD) SHALL BE APPLIED TOATTIC ACCESSIBLE AREAS.LOADING PROVIDED ON DRAWINGS BY ENGINEER HAVE BEEN FACTORED FOR ASD LOAD COMBINATIONS.WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (HANGNAIL OR EQUAL). PROVIDE FORSHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., AS SHOWN ON THE DRAWINGS. EXACTCOMPOSITION OF SPECIAL HIP, VALLEY AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACKTRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER. PROVIDE ALLTRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS.PROVIDE DETAILS FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING.ALL COMMON WIRE NAILS AND SPIKES, BOX NAILS AND THREADED, HARDENED-STEEL NAILS AND SPIKESSHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. ALL NAILS SPECIFIED ON THEDRAWINGS, EITHER DRIVEN WITH A HAMMER OR PNEUMATIC DEVICE, SHALL BE COMMON WIRE NAILSWITH THE PROPERTIES SHOWN IN THE FOLLOWING TABLE:PENNY-WEIGHT8d10d12d16d20dDIAMETER (INCHES).131.148.148.162.192LENGTH (INCHES)2 1/233 1/43 1/24INSTALLATION OF TIMBER FASTENERS SHALL CONFORM TO THE CURRENT EDITION OF THE NATIONALDESIGN SPECIFICATION FOR WOOD CONSTRUCTION, PUBLISHED BY THE AMERICAN FOREST AND PAPERASSOCIATION.FASTENERS IN TREATED LUMBER SHALL BE STAINLESS STEEL, COPPER, SILICON BRONZE OR HOT DIPPEDGALVANIZED (NO ELECTRO PLATED GALVANIZED FASTENERS).WOOD CONSTRUCTION CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE"BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG (LATEST EDITION), OR APPROVED EQUAL.PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BEINSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL JOISTS AND MULTIPLEJOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS.CONNECTIONS FOR WOOD MEMBERS SHALL CONFORM TO IBC SECTION 2301.2 AND THE NUMBER ANDSIZE OF FASTENERS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN IBCTABLE 2304.10.2.FOR SAWN LUMBER ROOF AND FLOOR FRAMING, PROVIDE DOUBLE JOIST UNDER ALL PARALLELPARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST SPAN AND AROUND ALL OPENINGS.PROVIDE BRIDGING AT 8'-0" O.C. AND FULL DEPTH SOLID BLOCKING AT ALL BEARING POINTS. NAIL ALLMULTI-JOIST BEAMS TOGETHER WITH (3) 0.131" x 3" NAILS AT 8" O.C.FOR MANUFACTURED LUMBER ROOF AND FLOOR FRAMING, ALL NECESSARY BRIDGING, BLOCKING,BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER.INSTALLATION OF THE ABOVE ITEMS SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS.ROOF, FLOOR AND WALL SHEATHING SHALL BE APA RATED, EXTERIOR OR EXPOSURE 1. GLUE FLOORSHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG-01.SHEATHING SHALL BE AS FOLLOWS U.N.O.:WALL SHEATHING: 7/16" CDX PLYWOOD, APA 24/16, UNBLOCKED AND NAILEDFLOOR SHEATHING: 23/32" APA RATED 24 oc STURD-I-FLOOR, TONGUE AND GROOVE, GLUED AND NAILEDROOF SHEATHING: 19/32" CDX PLYWOOD, APA 32/16, NAILEDROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS. PROVIDEAPPROVED PANEL EDGE CLIPS CENTERED BETWEEN RAFTERS OR TRUSSES AT UNBLOCKED ROOFSHEATHING EDGES. ALL FLOOR SHEATHING SHALL HAVE APPROVED TONGUE AND GROOVE JOINTS ORSHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OFFLOOR AND ROOF SHEATHING.NAIL ALL WALL SHEATHING WITH 0.131" x 2 1/2" NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. TOINTERMEDIATE FRAMING, U.N.O. NAIL ALL FLOOR AND ROOF SHEATHING WITH 0.131" x 2 1/2" NAILS AT6" O.C. AT PANEL EDGES AND 12" O.C. TO INTERMEDIATE FRAMING, U.N.O.STUD WALL FRAMING SHALL BE 2x4 STUDS AT 16" O.C. AT INTERIOR WALLS AND 2x6 STUDS AT 16" O.C. ATEXTERIOR WALLS, U.N.O. STUD WALLS SHALL HAVE DOUBLE 2x TOP PLATES AND 2x SOLE OR SILL PLATESMATCHING STUD SIZE, SPECIES AND GRADE, U.NO. IN SHEAR WALL SCHEDULE. ALL LOWER WOOD SOLEPLATES SHALL BE ATTACHED TO WOOD FRAMING BELOW WITH 0.131" x 3" NAILS AT 8" O.C., STAGGERED.WOOD SILL PLATES SHALL BE BOLTED TO CONCRETE WITH 5/8"Ø ANCHOR BOLTS (7" MIN EMBEDMENT) AT4'-0" O.C. WITH 3" x 3" x 0.229" STEEL PLATE WASHERS. PROVIDE MINIMUM OF (2) BOLTS PER PIECE WITH(1) BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH END OF EACH PIECE.TWO STUDS (MINIMUM) SHALL BE PROVIDED AT THE ENDS OF WALLS, AT EACH SIDE OF ALL OPENINGS,AND AT THE ENDS OF ALL BEAMS AND HEADERS. POSTS OF BUILT-UP 2x STUDS SHALL BE NAILED TOEACH OTHER PER IBC TABLE 2304.10.2. SOLID BLOCKING FOR WOOD POSTS SHALL BE PROVIDEDTHROUGH ALL FLOORS TO SUPPORTING MEMBERS (FOUNDATION) BELOW. (2) 2x8 BOX HEADERS SHALLBE PROVIDED OVER ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS PER PLAN, U.N.O.(2) 2x6 BOX HEADERS SHALL BE PROVIDED OVER ALL OPENINGS IN INTERIOR NON-BEARING WALLS, U.N.O.IBC TABLE 2304.10.2 FASTENING SCHEDULEDESCRIPTION OF BUILDINGELEMENTSDESCRIPTION OF BUILDINGELEMENTSNUMBER AND TYPE OF FASTENERgNUMBER AND TYPE OF FASTENERgSPACING & LOCATIONSPACING & LOCATIONROOF4 - 8d BOX (2 1/2" x 0.113"); OREACH END, TOENAIL3 - 8d COMMON (2 1/2" x 0.131"); OR1.3 - 10d BOX (3" x 0.128"); OR3 - 3" x 0.131" NAILS; OR3 - 3" 14 GAGE STAPLES, 7/16" CROWNBLOCKING BETWEENCEILING JOIST, RAFTERSOR TRUSSES TO TOPPLATE OR OTHERFRAMING BELOW2 - 8d COMMON (2 1/2" x 0.131")EACH END, TOENAIL2 - 3" x 0.131" NAILS2 - 3" 14 GAGE STAPLES2 - 16d COMMON (3 1/2" x 0.162")EACH END3 - 3" x 0.131" NAILS3 - 3" 14 GAGE STAPLESBLOCKING BETWEENRAFTERS OR TRUSS NOTAT THE WALL TOP PLATE,TO RAFTER OR TRUSS16d COMMON (3 1/2" x 0.162") @ 6" O.C.FACE NAIL3" x 0.131" NAILS @ 6" O.C.3" x 14 GAGE STAPLES @ 6" O.C.FLAT BLOCKING TOTRUSS AND WEB FILLER4 - 8d BOX (2 1/2" x 0.113"); OREACH JOIST, TOENAIL3 - 8d COMMON (2 1/2" x 0.131"); OR3 - 10d BOX (3" x 0.128"); OR3 - 3" x 0.131" NAILS; OR3 - 3" 14 GAGE STAPLES, 7/16" CROWN2.CEILING JOIST TO TOPPLATE3 - 16d COMMON (3 1/2" x 0.162"); ORFACE NAIL4 - 10d BOX (3" x 0.128"); OR4 - 3" x 0.131" NAILS; OR4 - 3" 14 GAGE STAPLES, 7/16" CROWN3.CEILING JOIST NOTATTACHED TO PARALLELRAFTER, LAPS OVERPARTITIONS (NO THRUST)(SEE SECTION 2308.7.3.1,TABLE 2308.7.3.1)PER TABLE 2308.7.3.1FACE NAIL4.CEILING JOIST ATTACHEDTO PARALLEL RAFTER(HEEL JOINT) (SEESECTION 2308.7.3.1,TABLE 2308.7.3.1)3 - 10d COMMON (3" x 0.148"); ORFACE NAIL4 - 10d BOX (3" x 0.128"); OR4 - 3" x 0.131" NAILS; OR4 - 3" 14 GAGE STAPLES, 7/16" CROWN5.COLLAR TIE TO RAFTER3 - 10d COMMON (3" x 0.148"); OR2 TOENAILS ON ONESIDE AND 1 TOENAILON OPPOSITE SIDEOF RAFTER ORTRUSSc3 - 16d BOX (3 1/2" x 0.135"); OR4 - 10d BOX (3" x 0.128"); OR4 - 3" x 0.131" NAILS; OR4 - 3" 14 GAGE STAPLES, 7/16" CROWN6.RAFTER OR ROOF TRUSSTO TOP PLATE (SEESECTION 2308.7.5, TABLE2308.7.5)2 - 16d COMMON (3 1/2" x 0.162"); OREND NAIL3 - 16d BOX (3 1/2" x 0.135"); OR3 - 10d BOX (3" x 0.128"); OR3 - 3" x 0.131" NAILS; OR3 - 3" 14 GAGE STAPLES, 7/16" CROWN7.ROOF RATERS TO RIDGEVALLEY OR HIP RAFTERS;OR ROOF RAFTER TO 2-INCH RIDGE BEAM3 - 10d COMMON (3" x 0.148"); ORTOENAIL4 - 16d BOX (3 1/2" x 0.135"); OR4 - 10d BOX (3" x 0.128"); OR4 - 3" x 0.131" NAILS; OR4 - 3" 14 GAGE STAPLES, 7/16" CROWNWALL16d COMMON (3 1/2" x 0.162")24" O.C. FACE NAIL10d BOX (3" x 0.128"); OR3" x 0.131" NAILS; OR3 - 3" 14 GAGE STAPLES, 7/16" CROWN8.STUD TO STUD (NOT ATBRACED WALL PANELS)16" O.C. FACE NAIL16d COMMON (3 1/2" x 0.162")16" O.C. FACE NAIL16d BOX (3 1/2" x 0.135"); OR3" x 0.131" NAILS; OR3 - 3" 14 GAGE STAPLES, 7/16" CROWN9.STUD TO STUD ANDABUTTING STUDS ATINTERSECTING WALLCORNERS (AT BRACEDWALL PANELS)12" O.C. FACE NAIL16d COMMON (3 1/2" x 0.162")16" O.C. EACH EDGE,FACE NAIL16d BOX (3 1/2" x 0.135")10.BUILT-UP HEADER (2" TO2" HEADER)12" O.C. EACH EDGE,FACE NAIL4 - 8d COMMON (2 1/2" x 0.131"); ORTOENAIL4 - 10d BOX (3" x 0.128"); OR5 - 8d BOX (2 1/2" x 0.113")11.CONTINUOUS HEADER TOSTUD16d COMMON (3 1/2" x 0.162")16" O.C. FACE NAIL10d BOX (3" x 0.128"); OR3" x 0.131" NAILS; OR3" 14 GAGE STAPLES, 7/16" CROWN12.TOP PLATE TO TOPPLATE12" O.C. FACE NAIL8 - 16d COMMON (3 1/2" x 0.162"); OREACH SIDE OF ENDJOINT, FACE NAIL(MINIMUM 24" LAPSLICE LENGTH EACHSIDE OF END JOINT)12 - 16d BOX (3 1/2" x 0.135"); OR12 - 10d BOX (3" x 0.128"); OR12 - 3" x 0.131" NAILS; OR12 - 3" 14 GAGE STAPLES, 7/16" CROWN13.TOP PLATE TO TOPPLATE, AT END JOINTS16d COMMON (3 1/2" x 0.162")16" O.C. FACE NAIL16d BOX (3 1/2" x 0.135"); OR3" x 0.131" NAILS; OR14.BOTTOM PLATE TO JOIST,RIM JOIST, BAND JOISTOR BLOCKING (NOT ATBRACED WALL PANELS)12" O.C. FACE NAIL2 - 16d COMMON (3 1/2" x 0.162"); OR16" O.C. FACE NAIL3 - 16d BOX (3 1/2" x 0.135"); OR4 - 3" x 0.131" NAILS; OR4 - 3" 14 GAGE STAPLES, 7/16" CROWN15.BOTTOM PLATE TOJOIST, RIM JOIST, BANDJOIST OR BLOCKING ATBRACED WALL PANELS3 - 16d BOX (3 1/2" x 0.135"); ORTOENAIL4 - 8d COMMON (2 1/2" x 0.131"); OR4 - 10d BOX (3" x 0.128"); OR4 - 3" x 0.131" NAILS; OR4 - 3" 14 GAGE STAPLES, 7/16" CROWN16.STUD TO TOP ORBOTTOM PLATE2 - 16d COMMON (3 1/2" x 0.162"); OREND NAIL3 - 16d BOX (3 1/2" x 0.135"); OR3 - 10d BOX (3" x 0.128"); OR3 - 3" x 0.131" NAILS; OR3 - 3" 14 GAGE STAPLES, 7/16" CROWN2 - 16d COMMON (3 1/2" x 0.162"); ORFACE NAIL3 - 10d BOX (3" x 0.128"); OR3 - 3" x 0.131" NAILS; OR3 - 3" 14 GAGE STAPLES, 7/16" CROWN17.TOP PLATES, LAPS ATCORNERS ANDINTERSECTIONS3 - 8d BOX (2 1/2" x 0.113"); ORFACE NAIL2 - 8d COMMON (2 1/2" x 0.131"); OR2 - 10d BOX (3" x 0.128"); OR2 - 3" x 0.131" NAILS; OR2 - 3" 14 GAGE STAPLES, 7/16" CROWN18.1" BRACE TO EACHSTUD AND PLATE3 - 8d BOX (2 1/2" x 0.113"); ORFACE NAIL2 - 8d COMMON (2 1/2" x 0.131"); OR2 - 10d BOX (3" x 0.128"); OR2 - 1 3/4" 16 GAGE STAPLES, 1" CROWN19.1" x 6" SHEATHING TOEACH BEARING3 - 8d COMMON (2 1/2" x 0.131"); ORFACE NAIL3 - 8d BOX (2 1/2" x 0.113"); OR3 - 10d BOX (3" x 0.128"); OR3 - 1 3/4" 16 GAGE STAPLES, 1" CROWN20.1" x 8" AND WIDERSHEATHING TO EACHBEARINGWIDER THAN 1" x 8"FACE NAIL3 - 8d COMMON (2 1/2" x 0.131"); OR4 - 8d BOX (2 1/2" x 0.113"); OR3 - 10d BOX (3" x 0.128"); OR4 - 1 3/4" 16 GAGE STAPLES, 1" CROWNFLOOR4 - 8d BOX (2 1/2" x 0.113"); ORTOENAIL3 - 8d COMMON (2 1/2" x 0.131"); OR21.3 - 10d BOX (3" x 0.128"); OR3 - 3" x 0.131" NAILS; OR3 - 3" 14 GAGE STAPLES, 7/16" CROWNJOIST TO SILL, TOPPLATE OR GIRDER8d BOX (2 1/2" x 0.113")4" O.C. TOENAIL22.RIM JOIST, BAND JOISTOR BLOCKING TO TOPPLATE, SILL OR OTHERFRAMING BELOW8d COMMON (2 1/2" x 0.131"); OR6" O.C. TOENAIL10d BOX (3" x 0.128"); OR3" x 0.131" NAILS; OR3" 14 GAGE STAPLES, 7/16" CROWN3 - 8d BOX (2 1/2" x 0.113"); ORFACE NAIL2 - 8d COMMON (2 1/2" x 0.131"); OR3 - 10d BOX (3" x 0.128"); OR2 - 1 3/4" 16 GAGE STAPLES, 1" CROWN23.1" x 6" SUBFLOOR ORLESS TO EACH JOIST3 - 16d BOX (3 1/2" x 0.135"); ORBLIND AND FACE NAIL2 - 16d COMMON (3 1/2" x 0.162")24.2" SUBFLOOR TO JOISTOR GIRDER3 - 16d BOX (3 1/2" x 0.135"); OREACH BEARING, FACENAIL2 - 16d COMMON (3 1/2" x 0.162")25.2" PLANKS (PLANK &BEAM - FLOOR & ROOF)20d COMMON (4" x 0.192")32" O.C. FACE NAIL ATTOP & BOTTOM,STAGGERED ONOPPOSITE SIDES26.BUILT-UP GIRDERSAND BEAMS, 2"LUMBER LAYERS10d BOX (3" x 0.128"); OR24" O.C. FACE NAIL ATTOP & BOTTOM,STAGGERED ONOPPOSITE SIDES3" x 0.131" NAILS; OR3" 14 GAGE STAPLES, 7/16" CROWNAND:ENDS AND AT EACHSPLICE, FACE NAIL2 - 20d COMMON (4" x 0.192"); OR3 - 10d BOX (3" x 0.128"); OR3 - 3" x 0.131" NAILS; OR3 - 3" 14 GAGE STAPLES, 7/16" CROWN3 - 16d COMMON (3 1/2" x 0.162"); OREACH JOIST ORRAFTER, FACE NAIL4 - 16d BOX (3 1/2" x 0.135"); OR4 - 10d BOX (3" x 0.128"); OR4 - 3" x 0.131" NAILS; OR4 - 3" 14 GAGE STAPLES, 7/16" CROWN27.LEDGER STRIPSUPPORTING JOISTSOR RAFTERS3 - 16d COMMON (3 1/2" x 0.162"); OREND NAIL4 - 10d BOX (3" x 0.128"); OR4 - 3" x 0.131" NAILS; OR4 - 3" 14 GAGE STAPLES, 7/16" CROWN28.JOIST TO BAND JOISTOR RIM JOIST2 - 8d COMMON (2 1/2" x 0.131"); OREACH END, TOENAIL2 - 10d BOX (3" x 0.128"); OR2 - 3" x 0.131" NAILS; OR29.BRIDGING ORBLOCKING TO JOIST,RAFTER OR TRUSSDESCRIPTION OF BUILDINGELEMENTSNUMBER AND TYPE OF FASTENERgEDGES(INCHES)INTERMEDIATESUPPORTS(INCHES)WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TOFRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMINGa6d COMMON OR DEFORMED(2" x 0.113"); OR62 3/8" x 0.113" NAIL (SUBFLOOR8d COMMON OR DEFORMED (2 1/2" x0.131" x 0.281" HEAD) (ROOF); ORRSRS-01 (2 3/8" x 0.113" NAIL) (ROOF)d30.3/8" - 1/2"6e126e8d COMMON (2 1/2" x 0.131"); OR6DEFORMED (2" x 0.113") (SUBFLOORAND WALL)8d COMMON OR DEFORMED (2 1/2" x0.131" x 0.281" HEAD) (ROOF); ORRSRS-01 (2 3/8" x 0.113" NAIL) (ROOF)d31.19/32" - 3/4"6e126e2 3/8" x 0.113" x 0.266" HEAD NAIL; OR2" 16 GAGE STAPLE, 7/16" CROWN4810d COMMON (3" x 0.148"); ORDEFORMED (2 1/2" x 0.131" x 0.281"61232.7/8" - 1 1/4"OTHER EXTERIOR WALL SHEATHING1 1/2" x 0.120", GALVANIZED ROOFINGNAIL (7/16" HEAD DIAMETER);OR1 1/4" 16 GAGE STAPLE WITH 7/16" OR1" CROWN3633.1/2" FIBERBOARDSHEATHINGb1 3/4" x 0.120", GALVANIZED ROOFINGNAIL (7/16" HEAD DIAMETER);OR1 1/2" 16 GAGE STAPLE WITH 7/16" OR1" CROWN3634.25/32" FIBERBOARDSHEATHINGbWOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING8d COMMON (2 1/2" x 0.131"); ORDEFORMED (2" x 0.113"); OR61235.3/4" AND LESSDEFORMED (2" x 0.120")8d COMMON (2 1/2" x 0.131"); ORDEFORMED (2 1/2" x 0.131"); OR61236.7/8" - 1"DEFORMED (2 1/2" x 0.120")10d COMMON (3" x 0.148"); ORDEFORMED (2 1/2" x 0.131"); OR61237.1 1/8" - 1 1/4"DEFORMED (2 1/2" x 0.120")PANEL SIDING TO FRAMING6d CORROSION-RESISTANT SIDING(1 7/8" x 0.106"); OR6d CORROSION-RESISTANT CASING(2" x 0.099")61238.1/2" OR LESS8d CORROSION-RESISTANT SIDING(2 3/8" x 0.128"); OR8d CORROSION-RESISTANT CASING(2 1/2" x 0.113")61239.5/8"WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TOFRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMINGa4d CASING (1 1/2" x 0.080"); OR4d FINISH (1 1/2" x 0.072")61240.1/4"6d CASING (2" x 0.099"); OR6d FINISH (2" x 0.092")61241.3/8"(PANEL SUPPORTS @ 24")a.b.c.d.e.f.g.FOR SI: 1 INCH = 25.4MM.NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARDDIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALLSHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTERAT INTERMEDIATED SUPPORTS FOR NONSTRUCTURAL APPLICATION. PANELSUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OFTHE PANEL, UNLESS OTHERWISE MARKED).WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST INACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOPPLATE IN ACCORANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THERAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL.RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS INASTM F1667.TABULATED FASTENER REQUIREMENTS APPLY WHERE THE ULTIMATE DESING WINDSPEED IS LESS THAN 140 MPH. FOR WOOD STRUCTURAL PANEL ROOF SHEATHINGATTACHED TO GABLE-END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 4 INCHES ONCENTER WHERE THE ULTIMATE DESING WIND SPEED IS GREATER THAN 130 MPH INEXPOSURE B OR GREATER THAN 110 MPH IN EXPOSURE C. SPACING EXCEEDING 6INCHES ON CENTER AT INTERMEDIATE SUPPORTS SHALL BE PERMITTED WHERE THEFASTENING IS DESIGNED PER THE AWC NDS.FASTENING IS ONLY PERMITTED WHERE THE ULTIMATE DESING WIND SPEED IS LESSTHAN OR EQUAL TO 110 MPH.NAILS AND STAPLES ARE CARBON STEEL MEETING THE SPECIFICATION OF ASTM F1667.CONNECTIONS USING NAILS AND STAPLES OF OTHER MATERIALS, SUCH AS STAINLESSSTEEL, SHALL BE DESIGNED BY ACCEPTABLE ENGINEERING PRACTICE OR APPROVEDUNDER SECTION 104.11.2 - 3" 14 GAGE STAPLES, 7/16" CROWN12 - 3" 14 GAGE STAPLES, 7/16" CROWN4 - 8d BOX (2 1/2" x 0.113"); OR1 3/4" 16 GAGE STAPLE, 7/16" CROWN(SUBFLOOR AND WALL)2 3/8" x 0.113" x 0.266" HEAD NAIL1 3/4" 16 GAGE STAPLE, 7/16" CROWN(ROOF)3f3f483f3fINTERIOR PANELLINGAND WALL)(ROOF)HEAD)S0.207/11/2025