7718 CASCADE DR 2023 Plans 2024-06-11

[see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] • 6d common(2"x 0.113")nail(subfloor,wall)' 30 3/8"-1/2" 8d common(21/2"x 0.131")nail(roof);or 6 12f RSRS-01 (23/8"x 0.113")nail(roof)i 31 19/32"—1" 8d common nail(21/2"x 0.131");or RSRS-01; 6 12f (23/8"x 0.113")nail(roof)i 32 1 /8"—11/4' 10d common(3"x 0.148")nail;or 6 12 8d(21/2"x 0.131")deformed nail Other wall sheathing$ 1/2"structural cellulosic fiberboard 11/2"galvanized roofing nail,7/16"head 33 sheathing diameter,or 11/4'long 16 ga.staple with 7/16"or 1"crown 3 6 34 25/32'structural cellulosic 13/4"galvanized roofing nail,7/16"head diameter, 3 6 fiberboard sheathing or 11/2'long 16 ga.staple with 7/16"or 1"crown 11/2"galvanized roofing nail;staple galvanized, 35 1/2"gypsum sheathingd 11/2"long;11/4'screws,Type W or S 7 7 13/4"galvanized roofing nail;staple galvanized, 36 5/$"gypsum sheathingd 15/8'long;15/8"screws,Type W or S 7 7 Wood structural panels,combination subfloor underlayment to framing 37 3/4'and less 6d deformed(2"x 0.120")nail;or 6 12 8d common(21/2"x 0.131")nail 8d common(21/2"x 0.131")nail;or 38 /8"-1° 8d deformed(21/2"x 0.120")nail 6 12 39 11/ "-11/ " 10d common(3"x 0.148")nail;or 6 12 a a 8d deformed(21/2"x 0.120")nail 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. a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 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 diameters of 0.142 inch or less.