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IRC FASTENING SCHEDULE
<br /> TABLE R802.3f1) Floor
<br /> ` FASTENING SCHEDULE I_ 1 Joist t0 sill,top plate Or girder d box(2/2"x 0.113");of Toe nail
<br /> pTEMIDESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE ppgCING AND LOCATION p-Sd Common(2/z"x 0.131 1");Or
<br /> Roof OF FASTENER b•= u 10d box(3"x 0.120,Or
<br /> 1 Blocking between ceiling joists or rafters to top platebox or Toe nail 3"x 0.131"nails
<br /> 34)d common(21/2"x 0.131");or 22 Rim joist,band joist or blocking to sill or top Pd box(211Z x 0.113") "o.c.toe nail
<br /> 31od box(T x 0.128");or late(roof applications also) rd common(21/2"x 0.131");or 'D.C.toe nail
<br /> 3-3'•x 0131"nails 10d box(3"x 0.128");or
<br /> Ceiling joists to top plate 4-8d box(21/2"x .1 IT):or Perjolst,toe nail p"x 0.131"nails
<br /> Md!common(21/2"x 0.131");or
<br /> i
<br /> 3-10d box(3"x 0.12e");or 3 1"x 6"subfloor or less to each joist ox(2/2"x 0.113");or Face nail
<br /> 33"x 0.131"nails -8d common(2/2"x 0.131");or
<br /> Ceiling joist not attached to parallel after,laps oier 4-10d box(3"x 0.128");or Face nail 1 Od box(3"x 0.128");or
<br /> partitions[see Sections R802.3.1,R802.3.2 and Table 316d common(312"x 0.162");or Steple3,1"crown,16 ga.,1/4"long
<br /> 802.5.1(9)] 4-3"x 0.131"nails loot
<br /> ailing joistattached to parallel rafter joint)
<br /> see Sections R802.3.1 and R802.3.2 and Table Table Rg0z5.1(9) Face nail 4 'subfloor to joist or girder 16d box(31/2"x 0.135");or lied and face hall
<br /> a02.5.1(9)I -16d common(31/2"x 0.162")
<br /> ollar tie to after,face nail or 11/4"x 20 4-10d box(3"x 0.128");or, 5 'planks(plank&beam-floor&roof) Pt-16d box(31/2"x 0.135");or t each bearing,face nail
<br /> a.ridge slap to 310d common(3"x 0.148");or ace nail each after
<br /> rafter 4J"x 0.131"nails -16d common(31/2"x 0.162")
<br /> after or of truss to plate 3-16d box nails(31/2'x 0.135");or toe nails on one side and 1 toe 6 Band Or rim joist to joist iiW Common(3/2'x 0.162 End nail
<br /> 3-10
<br /> d common nails(3"x 0. ');or nail 10 box(3"x 0.128"),or
<br /> 4-10d box(3"x 0.129');or Din opposite side of each rafter or 'x 0.131"nails;Or
<br /> x0.131"2" nails russi
<br /> be n -3"x 14 ga.staples, 116"crown
<br /> omialley t2 nods,idge valley or hip rollers or roof after 2 x ;w ce nail
<br /> o minimum 2"ridge beam 310d common(3112"x 0.14a");or 27 Built-up girders and beams,2-inch lumber Nail each layer as follows:32"
<br /> 4-10d box x .128");a layers 20d common(4"x 0.192");or O.C.
<br /> 4-3"x 0.131"nails at top and bottom and staggered.
<br /> 316d box 312"x 0.135" End nail 10d box(3"x 0.128");or 4"o.c.face nail at top and
<br /> 2-16d common(31/2"x 0.162");or bottom
<br /> or 'x 0.131"nails
<br /> 3-3"x 0.131"nails staggered on opposite sides
<br /> Nall rid: Face nail at ends and at each
<br /> tud to stud(not at bated wall panels) 16d common(3112"x 0.162") 4"o.c.face nail -20d common(4"x 0.192");Of -Splice
<br /> 1�box(3'x 0.128");or I6"o.c.face nail 10d box(3"x 0.128");or
<br /> 3"x 0.131"nails 3-3"x 0.131"nails
<br /> tud to stud and abutting studs at intersecting wall led box(3/2'x 0.135�w 2^o.c.face nail 8 Led of
<br /> avers 3"x 0.131"nails strip p supporting joists or rafters r44-16d box(31/2"x 0.135");or t each joist or rafter,face nail
<br /> at braced wall panels) i6d common( z"x 0.162") o.c.face nail r-16d common(31/2"x 0.162");or
<br /> 0 ruilt-up header(2"to 2"headerwith 1/2"spacer) 16d common(31/z"x 0.182") 6"o.c.each edge face nail -1 Old box(3"x 0.128");or
<br /> 16d box(3/2'x 0.135") 17'o.c.each edge face nail -3"x 0.131"nails
<br /> 11 ontinuous header to stud sad box(2112'x 0.113"):or Tics nag 29 Bridging to joist -10d(3"x 0.128") Each end,toe nail
<br /> 4Ad common(21/2"x 0.131 or TEM ESCRIPTION OUMBER AND SPACING OF FASTENERS
<br /> 4-10d box(3"x 0.128")
<br /> 2 op plate to top plate 16d common(31/2'x 0.162") 6"o.c.race nail F BUILDING ELEMENTS E OF FASTENER••b•s Edges Intermediate
<br /> 1 ox( x . or 2"o.c.face nail ��'e
<br /> 3"x 0.131"nailsL-O 7 inChesY1 (Inches)
<br /> 3 Double top plate splice for SDCs A-D2 Win seismic 2 66Ebox.is 2"
<br /> x 0.1);or;or Foance nail on each side of and cod structural anal subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing
<br /> all line spacing<25' 1"od box(3"x 0.128^);or (minimum 24"lap splice length see Table R604.3131 for wood structural Dane[exterior w4111 sheathing t0 wall framing]
<br /> 1 nails each 0 /e"-1/2" d common(2"x 0.113")nail(subfloor, 3 12"
<br /> Double top p)ete splice SD s Da,D1,or ;an [de of end joint) Ill
<br /> aced wall 12-16d(31/2"x 0.135") d common(2/2'x 0.131")nail(roof)
<br /> line spacing 25' 1 /32'-1^ it hall common na /2"x 0.131")
<br /> 14 Bottom plate to joist,rim joist,band joist a led common(3/2'x .1 ) 16"o.c.face nail
<br /> blocking(not at braced wall panels) led box(31/2'x 0.1W);or 12"o.c.face nail 2 11/e"-11/4" 10d common(3"x 0.148")nail;or G 12
<br /> 3"x 0.131"nails d(21/2"x 0.131")deformed nail
<br /> 5 3ottorn plate to joist,nm joist,band joist or 316d box(3112"x 0.1.);a each 16"o.c.face nail Other wall sheathings
<br /> locking(at braced wall panel 2-i6d common(31/2"x MST):or each i6"o.c.face nail 11/2'galvanized roofing nail,7/16"head
<br /> 44'x 0.131 nails each is'o.c.face nail 3 12"structural cellulosic fiberboard iameter,or 1"Crown staple 16 ga., 3 6
<br /> 6 Top or bottom plate to stud 4-8d box(212"x 0.113");or Toe nail sheathing 11/4,long
<br /> 3-16d box(31/2"x 0.135");a
<br /> 4-8d common(2112'x 0.131");of 5/�•structural Cellulosic 1/4'galvanized roofing nail, /1e"
<br /> 4-10d box(3"x 0.128");or 34 fiberboard sheathing head diameter, 6
<br /> 43"x 0.131"nails r 1"crown staple 16 ga.,1114"long
<br /> 3.16d box Pile x 0.135");a nd nail 1 12"galvanized roofing nail;staple
<br /> 2-16d common(31/2"x 0.162");or 35 1/2'gypsum sheathing^ gal%enized, 7 7
<br /> 310d box(3"x 0.128");a
<br /> "z 0.3"nails 11/2"long;11/4"screws,Type W or S
<br /> 7 Top plates,laps at comers and intersections 310d box(3"x 0.1287');or Face nail 1 s/4'galvanized roofing nail;staple I
<br /> 2-16d common 2 x ;a 36 51s"gypsum sheathings galvanized, �7
<br /> 3-3"x 0.131"nails '15/a"long;11/8"screws,Type W or S
<br /> a V bate to each stud and plate 3-ad box(21/2"x 0.113');or ace nail Wood structural panels.combination subfloor underlavment to framing
<br /> 2-8d common(21/2'x 0.131");or 2-10tl box( x 0.128');a 37 /a"and less 16d deformed(2"x 0.120")nail;or 12
<br /> 2 staples 12/4' Pd common(21/2"x 0.131")nail
<br /> 9 V x 6"sheathing to each bearing MCI box(2112"x 0.113");or Face nail 8 /e'-i" Common(2/2'x 0.131")nail;Or 12
<br /> z-ad common(212'x o.131");or defo rued(2/z"x 0.120")nail
<br /> 2-1od boz Ca"x o.128");or �i9 I11/8"-11/4" 1od common(3"x 0.148")nail;or �6 12
<br /> 2 stapes, crave,16 ga.,1/i'long deformed(21/2"x 0.120")nail
<br /> 0 "x 8"and wider sheathing to each bearing Md box(2112"x 0.113");or Face nail
<br /> 3Ad common(2 12 x 0.131');or
<br /> 310d box(3"x 0.128");or
<br /> 3 staples,1"crl 16 ga.,1/4"long
<br /> Wider than 1"x 8"
<br /> 4-8d box(212 x .113");or
<br /> 3-8d common(2112"x 0.131");or
<br /> 310d box(3"x 0.128");a
<br /> 4 stapes, cl 16 ga.,W4 oohg
<br /> Floor
<br /> i Joist to sill,top plate or girder 4-8d box(2/2 x 0.113");or be nail
<br /> 38d common(2V2'x 0.131"y,or
<br /> 310d box(3"x 0.128");or
<br /> 3-T x 0.131'nails
<br /> 2 Rim joist,band joist or blocking to sill or top ad box(21),x 0.113") ox.toe nail
<br /> late(mof applications also) 8d common(21/2"x 0.131");or o.c.toe nail
<br /> 10d box(3"x 0.128');or
<br /> 3"x 0.131"nails
<br /> 3 x 6"subfloor or less to each joist Md box(2112"x 0.113");or Face nail
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