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M2-16d <br /> x(31/2"x 0.135"); or <br /> 24 2"subfloor to=girdermmon (31/z"x Blind and face nail <br /> 3-16d box(31/z"x 0.135"); or <br /> roof) <br /> planks(plank&beam—floor& 1 x At each bearing,face nail <br /> 25 roof) 2-16d common (3 /z <br /> 0.162") <br /> 3-16d common(31/2"x <br /> 0.162") <br /> 4-10 box(3"x 0.128"),or <br /> 26 Band or rim joist to joist End nail <br /> 4-3"x 0.131" nails; or <br /> 4-3"x 14 ga.staples,7/16" <br /> crown <br /> Fattop <br /> each layer as follows:32"o.c. <br /> F2Od common (4"x 0.192"); or and bottom and staggered. <br /> 10d box(3"x 0.128");or 24" o.c.face nail at top and bottom <br /> Built-up girders and beams,2-inch 3" x 0.131" nails staggered on opposite sides <br /> 27 lumber And: <br /> layers 2-20d common (4"x 0.192"); <br /> or Face nail at ends and at each splice <br /> 3-10d box(3"x 0.128"); or <br /> 3-3"x 0.131" nails <br /> 4-16d box(31/2"x 0.135");or <br /> rO.7162"); <br /> ommon (31/2" x <br /> 28 Ledger strip supporting joists or or �At each joist or rafter,face nail <br /> rafters 4-10d box(3"x 0.128");or <br /> 4-3"x 0.131" nails <br /> 29 Bridging to joist 2-10d (3"x 0.128") Each end,toe nail <br /> SPACING OF FASTENERS <br /> DESCRIPTION NUMBER AND Edges Intermediate <br /> ITEM OF BUILDING ELEMENTS TYPE OF FASTENERB,b,c supports <br /> (inches)h (inches) <br /> Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to <br /> framing <br /> [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] <br /> 6d common(2"x 0.113") nail <br /> 30 1/z' 6 12 <br /> (subfloor,wall)' f <br /> a/s°— <br /> 8d common (21/2"x 0.131") <br /> nail (roof) <br /> 31 8d common nail (21/z"x ��12' <br /> 0.131") <br /> rna <br /> d i common(3"x 0.148") <br /> l; or <br /> 32 11/811 — 11/4" 6 12 <br /> 8d (21/z"x 0.131")deformed <br /> nail <br />