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201STABLE 503.2.1.1(1)
<br /> IRCTable R602.3(1) 2015IRC Table R602.3(1) z
<br /> Fastening Schedule Fastening Schedule ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND 0
<br /> ITEM I DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OFFASTENER''b' SPACING AND LOCATION I COMBINATION SUBFLOORUNDERLAYMENT''6'`
<br /> SPACING OF FASTENER
<br /> Roof i CD
<br /> DESCRIPTION NUMBER AND LOAD(pounds per O
<br /> 4-8d box(2%"x0.113")or ITEM 6 Edges Intermediate ALLOWABLE LIVE MAXIMUM SPANCD
<br /> " , MINIMUM h, square foot,at
<br /> 3-8d common(2 X"x 0.1311;or (inches)h supportsc,e LOAD(psf)' (inches) Z r CC
<br /> 1 Blocking between ceiling joists or rafters to top pl ate 3-l0d box(3"x 0.128");or Toenail (inches) SPAN NOMINAL PANEL maximum span) MAXIMUMW ~
<br /> 3-3"x0.131"nails RATING THICKNESS With Without SPAN(inches) ED (I) a, am
<br /> SPAN SPAN Total - z N
<br /> Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to (INCH) edge edge Live load (f) C
<br /> 4-8d box(2 14"x 0.113")or w
<br /> @ 16"o.c. @ 24"o.c. a load Q >ON Z
<br /> framing(see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing) Support support C DO
<br /> 3-8d common(2 14"x 0.131");or f U CD H
<br /> 2 Ceiling joists to top plate 3-10d box 3"x0.128";or Per joist,toe nail Sheathing. Roof Subfloort
<br /> ( ) 6d common(2"x 0.113")nail(subfloor,wall) r g p)
<br /> • 3-3"x 0.131"nails 30 3/s"-1/z" 6 12 LL_) -C Q IuJ
<br /> 8d common(2114"x 0.131")nail(roof) 16/0 3/8 30 16 16 40 30 0 z j?�(n
<br /> 31 19/32"-1" 8d common nail(2 34"x 0.131") 6 12' 20/0 3/8 50 - 20 20 40 30 0 O . CO
<br /> 4-10d box(3"x 0.128");or Q CC
<br /> Ceiling joist not attached to parallel rafter,laps over partitions(see 10d common(314"x 0.148");or 24/0 3/8 100 30 24 20g 40 30 0 "-
<br /> 3 3-16d common(3 h"x 0.1621;or Face nail 32 1 1/8"-11/4" 6 12 N
<br /> Sections R802.3.3,R802.3.2,and Table R602.5.1(g)) 4-3"x 0.131"nails 8d common(2.14" 0.131")deformed nail 24/16 7/16 100 40 24 24 50 40 16 ___IQ M e. U
<br /> •Ceiling joist attached to parallel rafter(heel joint)(see Sections R802.3.1, Other wall sheathings h 0 (D M W(/)
<br /> 4 TableR802.5.1(g) Face nail 32/16 15/32,1/2 180 70 32 28 40 30 16
<br /> R802.3.2,and Table R802.5.1(0) la"structural cellulosic fiberboard 11/2"galvanized roofing nail,7/16"head diameter,or
<br /> 4-10d box(3"x 0.1281;or 33 sheathing 1"crown staple 16 ga.,11/4"long 3 6 40/20 19/32,5/8 305 130 40 32 40 30 206'i
<br /> 5 Collar tie to rafter,face nail or 1X"x 20 ga.ridge strap to rafter 3-10d common(3"x 0.148");or Face nail each rafter 25/32"structural cellulosic fiberboard 13/4"galvanized roofing nail,7/16"head diameter,or 48/24 23/32,3/4 - 175 48 36 45 35 24 •
<br /> 34
<br /> 4-35,0.131"nails sheathing 1"crown staple 16ga.,11/4"long 3 6
<br /> 60/32 7/8 - 305 60 48 45 35 32
<br /> 3-16d box nails(3 N"x 0.135");or 2 toe nails on one side and ltoe nail 11/2"galvanized roofing nail;staple galvanized,11/2"
<br /> 35 la"gypsum sheathing 7 7 Combination
<br /> 3-10d common nails(3"x 0.1481;or long,l 1/4"screws,Type W or • Underla meet,C-C
<br /> 6 Rafter or roof truss to plate on opposite side of each rafter or y f
<br /> 4-10d box(3"x 0.128");or 1 13/4"galvanized roofing nail;staple galvanized,1 s/s" Roof subfloor
<br /> 4-3"x 0.131"nails truss 36 s/s"gypsum sheathing long,l5/8"screws,Type or 7 7 plugged,single floor. underlaymentk
<br /> 4-16d(3%"x 0.135");or Wood structural panels,combination subfloor underlayment to framing
<br /> 3-10d common(3/4"x 0.148");or 6d deformed(2"x 0.120")nail;or 16 O.C. 19/32,5/8 100 40 24 24 50 40 16i
<br /> Toe nail 37 3/4"and less 8d common(2 Ya"x 0.131")nail 6 12
<br /> 4-lOd box(3"x 0.128");or 200.c. 19/32,5/8 150 60 32 32 40 30 21'I
<br /> 7 Roof rafters to ridge,valley or hip rafters or roof rafter to minimum 2" 4-3"x 0.131"nails 38 8d common(2114"z 0.131")nail;or 6 12 24o.c. 23/32,3/4 240 100 48 36 35 25 24
<br /> ridge beam 3-16d box(3)4"x 0.1351;or 7/s"-1" 8d deformed(2 N"x 0.120")nail - 32 o.C. 7/8 - 185 48 40 50 40 32
<br /> 2-16d common(3114"x 0.162");or End nail 10d common(3"x 0.148")nail;or 48 O.C. 13/32,11/8 - 290 60 48 50 40 48
<br /> 3-10d box(3"x 0.1281;or 39 1 1/8"-11/4" 8d deformed(2 14"x 0.120")nail 6 12 , ^
<br /> 3-3"x 0.131"nails a. The allowable total loads were determined using a dead load of 10 psf. If the dead load exceeds 10 psf,then the live load V )
<br /> Wall a. Nails ore smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing shall be reduced accordingly. /
<br /> connections shall have a minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d b. Panels continuous over two or more spans with long dimensions(strength axis) perpendicular to supports.Spans shall be
<br /> 16d common(3 N"x0.162") 24"o.c.face nail common nail),90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank limited to values shown because of possible effects of concentrated loads. 0
<br /> 8 Stud to stu el d(not at braced wall pans) 10d box(3"x 0.1281;or diameters of 0.142 inch or less. c.Applies to panels 24 inches or wider.
<br /> 3"x 0.131"nails 16"o.c.face nail b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. d. Lumber blocking,panel clips(one midway between each support,except two equally spaced between supports where span is 48
<br /> c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. inches),tongue-and-groove panel edges,or other approved type of edge support.
<br /> 16d box(3 114"x 0.135";or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Includes Structural) panels in these grades,
<br /> Stud to stud and abutting studs at intersecting wall corners(at braced wall 12"o.c.face nail e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). I. Uniform load deflection limitation: 1/180 of span under live load plus dead load, 1/240 of span under live load only.
<br /> 9 3"x0.131"nails f. Where the ultimate design winds speed is 130 mph or less,nails for attachingwood structural onel roof sheathingto able
<br /> panels) 9 Pe D P 9 g, Maximum span 24 inches for 15/32 and 1/2 -inch ponies.
<br /> 16d common(3114"x 0.1621 16"o.c.face nail end wall framing shall be spaced 6 inches on center.Where the ultimate design wind speed is greater than 130 mph,nails for h. Maximum span 24 inches where 3/4-inch wood finish flooring is installed at right angles to joists.
<br /> attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from I I I
<br /> 16d common(3 11"x 0.162") 16"o.c.each edge face nail idd gable end walls and 4 inches on center to able end wall framing. Maximum span 24 inches where 1.5 inches of lightweight concrete or approved cellular concrete is placed over the subfloor.
<br /> X ridges,eaves an ga ; g g.
<br /> 10 Built-up header(2"to 2"header with "spacer ' Unsupported edges shall have tongue-and-groove or shall be supported with blockingunless minimum nominal 1/4-inch
<br /> 16d common(3 h"x 0.162") 12"o.c.each edge face nail s. Gypsumo sheathing C 2 conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard sheathing j. DDo 9jointsPP7
<br /> shall conform to ASTM C 208. thick wood panel-type underlayment,fiber-cement underlayment with end and edge joints offset not less than 2 inches or 1 1/2 V J
<br /> 5-8d box(2%"z 0.113")or h. Spacing of fasteners on floor sheathing panel edges opplies to panel edges supported by framing members and required inches of lightweight concrete or approved cellular concrete is placed over the subfloor,or 3/4-inch wood finish flooring is installed
<br /> 11 Continuous header to stud 4-8d common(2114"x 0.1311;or Toe nail blocking and at floor perimeters only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported at right angles to the supports. Fiber-cement underlayment shall comply with ASTM C1288 or ISO 8336 Cotegroy C.Allowable
<br /> byfroming membersand required blocking.Blocking of roof or floor sheathing panel edges perpendicular to the framing members uniform five load at maximum span, based on deflection of 1/360 of span,is 100 psf.
<br /> 4-lad box(3"x 0.128");or need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing k. Unsupported edges shall have tongue-and-groove joints or shall be supported by blocking unless nominal 1/4-inch thick wood \
<br /> • 16d common(314"x 0.162") 16"o.c.face nail members or solid blocking. panel-type underlayment,fiber-cement underlayment with end and edge joints offset not less than 2 inches or 3/4-inch wood
<br /> 12 Top plate to top plate lOd box(3"z 0.1281;or i. Where a rafter is fastened to on adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one finish flooring is installed of right angles to the supports. Fiber-cement underlayment shall comply with ASTM C1288 or ISO 8336
<br /> 12"o.c.face nail side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the Categroy C.Allowable uniform live load at maximum span,based on deflection of 1/360 of span,is 100 psi,except panels with a
<br /> 3"x0.131"nails opposite side of the rafter shall not be required. span rating of 48 on center ore limited to 65 psi total uniform load at maximum span.
<br /> 8-16d common(3)4"x 0.162");or I. Allowable live load values at spans of 16 inches on center and 24 inches on center taken from reference standard APA E30,
<br /> Double top plate splice far SDC'sA-Dz with seismic braced wall line 12-16d box(3 A"x 0.1351;or APA Engineered Wood Construction Guide.Refer to reference for allowable spans not listed in the table.
<br /> spacing 25' Face nail on each side of end joint
<br /> P g 12-10d box(3"x 0.128");or
<br /> 13 (minimum 24"lap spl ice length each
<br /> 12-3"x 0.131"nails side of end joint) Q
<br /> Double top plate splice for SOC's Do,DI,or Da;and braced wall line
<br /> spacing 225' 12-16d(3',4"x 0.1351F--
<br /> Bottom plate to joist,rim joist,band joist or blocking(not at braced wall Sbd common(3 34"x 0.162") 16"o.c.face nail TABLE R602.3(3)
<br /> 14 16d box(3 h"x 0.135"(;or
<br /> panels) 12"o.c.face nail 3"x 0.131"nails REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES'' '
<br /> " 3-16d box(3)4"x 0.135");or 3 each 16"o.c.face nail ULTIMATE DESIGN WIND
<br /> 15 Bottom plate to joist rim joist,band joist or blocking(at braced wall 2-16d common(3 2 each 16"o.c.face nail MINIMUM MINIMUM
<br /> "x 0.1621;or MINIMUM NAIL MAXIMUM PANEL NAIL SPACING SPEED V"x
<br /> panels) 4-3"x 0.131"nails 4 each 16"o.c.face nail WOOD NOMINAL
<br /> 4-8d box(214" ")x0.113or STRUCTURAL PANEL WALL STUD (mph)
<br /> SPACING
<br /> 3-16d box(3 N"x 0.1351;or Penetration PANEL SPAN THICKNESS Edges Field Wind exposure category
<br /> Size (inches)
<br /> 4-8d common(2 Yz"x 0.1311;or Toe nail (inches) RATING (INCHES) (inches o.c.) (inches o.c.)
<br /> B C D
<br /> 4-10d box(3"x 0.128");or 6d common
<br /> 16 Top or bottom plate to stud 4-3"x0.131"nails (2"x 0.113") 1.5 24/0 3/8 16 6 12 140 115 110
<br /> 3-16d box(3 14"x 0.1351;or 8d common 16 6 12 170 140 135
<br /> 2-16d common(3)4"x 0.1621;or 3- End nail (2 Y4"x 0.131") L75 24/16 7/16 24 6 12 140 115 110
<br /> 10d box(3"x 0.1281;or
<br /> 3-3"x 0.131"nails a. Ponel strength axis parallel or perpendicular to supports.Three-ply plywod sheathing smith studs spaced more than 16 incheson center shall be
<br /> 3-lOd box(3"x 0.128");or applied with panel strength axis perpendicular to supports.
<br /> b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. Lateral bracing requirements
<br /> 17 Top plates,laps at corners and intersections 2-16d common(3 1"x 0.162");or Face nail shall be in accordance with Section R602.10.
<br /> 3-3"x 0.131"nails c.Wood structural panels with span ratings pf Wall-16 or Wall-24 shall be permitted as an alternative with a 24/0 span rating. Plywood siding 16
<br /> o.c.or 24 o.c.shall be permitted as an alternative to ponds with o 24/16 span rating.Wall-16 and Plywood siding 16 o.c. shall be used with studs
<br /> 3-8d box(2 A"),0.113")or spaced not more than 16 inches on center.
<br /> 18 1"brace to each stud and plate 2-8d common(2 14"x 0.131");or Face nail
<br /> 2-10d box(3"x 0.1281;or
<br /> 2 staples,1 V"
<br /> 3-8d box(2%"x 0.113")or
<br /> 2-8d common(2'A"x 0.1311;or
<br /> 19 1"x 6"sheathing to each bearing Face nail
<br /> 2-lOd box(3"x 0.128");or
<br /> 2 staples,1"crown,16 ga.,1/"long
<br /> 3-8d box(2 N"x 0.113")or
<br /> 3-8d common(23a"x 0.131");or
<br /> 3-10d box(3"x 0.1281;or
<br /> 3 staples,1"crown,16 ga.,1 Ye"long
<br /> 20 1"z 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail
<br /> 4-8d box(2 14"x 0.113")or 3-8d common(2%"x 0.131");or 12 OF 1 2
<br /> 3-10d box(3"x 0.128");or
<br /> 4 staples,1"crown,16 ga.,1%"long
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