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6d common or deformed <br /> (2"x 0.113"x 0.266"head);or <br /> 23/8"x 0.113"x 0.266"head nail 6 12 <br /> 31 3/8"—1/2" (subfloor,wall)' <br /> 8d common(21/2"x 0.131")nail(roof);or 6 6f <br /> RSRS-01 (23/8"x 0.113")nail(roof)b <br /> 8d common(21/2'x 0.131")nail <br /> 6 12 <br /> (subfloor,wall) <br /> 8d common(21/2"x 0.131")nail(roof);or f f <br /> 32 19/32��—3/4' 3 6 6 <br /> RSRS-01;(2/8"x 0.113")nail(roof)b <br /> Deformed 23/8"x 0.113"x 0.266"head 6 12 <br /> (wall or subfloor) <br /> 10d common(3"x 0.148")nail;or <br /> 33 �/6'—1�/4' � 6 12 <br /> (21/2"x 0.131 x 0.281"head)deformed nail <br /> Other wall sheathing$ <br /> 11/2"x 0.120"galvanized roofing nail, <br /> 34 1/2'structural cellulosic fiberboard sheathing 7/16"head diameter;or 3 6 <br /> 11/4"long 16 ga.staple with 7/16"or 1"crown <br /> 13/4"x 0.120"galvanized roofing nail, <br /> 35 25/32'structural cellulosic fiberboard sheathing 7/16"head diameter,or 3 6 <br /> 11/4"long 16 ga.staple with 7/16"or 1"crown <br /> 1 Y."x 0.120"galvanized roofing nail, <br /> 36 1/2'gypsum sheathings 7/16"head diameter;or 16 ga.staple 7 7 <br /> galvanized,1 /2'long, /16'or 1"crown; <br /> or 11/4"screws,Type W or S <br /> 13/4'x 0.120"galvanized roofing nail, <br /> 37 5/8"gypsum sheathings 7/16"head diameter;or 16 ga.staple 7 7 <br /> galvanized,15/8'long, /16"or 1"crown; <br /> or 15/8'screws,Type W or S <br /> Wood structural panels,combination subfloor underlayment to framing <br /> Deformed(2"x 0.113")or <br /> 38 3/4'and less Deformed(2"x 0.120")nail;or 6 1 <br /> 8d common(21/2"x 0.131")nail <br /> 8d common(21/2"x 0.131")nail;or <br /> 39 7/8"—1" Deformed(21/2"x 0.131");or 6 1 <br /> Deformed(21/2"x 0.120")nail <br /> 10d common(3"x 0.148")nail;or <br /> 40 11/8"—11/4" Deformed(21/2"x 0.131");or 6 1 <br /> Deformed(21/2"x 0.120")nail <br /> For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s;1 ksi=6.895 MPa. <br /> a.Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing <br /> connections are carbon steel and shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 <br /> inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank <br /> diameters of 0.142 inch or less.Connections using nails and staples of other materials,such as stainless steel,shall be designed by <br /> accepted engineering practice or approved under Section R104.11. <br /> b.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. <br /> c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. <br />