4102 CLIFF DR 2023 Plans 2025-03-20

layers at top and bottom and staggered. a t 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 3"x 0.131"nails staggered on opposite sides And: 2-20d common(4"x 0.192");or 3-10d box(3"x 0.1281;or Face nail at ends and at each splice 3-3"x 0.131"nails 4-16d box(31/2"x 0.135");or 3-16d common(31/2"x 0.162");or 28 Ledger strip supporting joists or rafters 4-10d box(3"x 0.128");or At each joist or rafter,face nail 4-3"x 0.131"nails 29 Bridging or blocking to joist 2-;Od box(3"x 0.128"),or 2-8d common Each end,toe nail (2/2'x 0.131";or 2-3"x 0.131")nails SPACING OF FASTENERS DESCRIPTION NUMBER AND ITEM Intermediate OF BUILDING ELEMENTS TYPE OF FASTENERa,b, Edges e b supports (inches) (inches) Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] 6d common(2"a 0.113")nail(subfloor,wall)' 30 3/8"—1/2' 8d common(21/2'a 0.131")nail(roof);or 6 121 RSRS-01(23/8"a 0.113")nail(roof)i 31 19/ 1" 8d common nail(21/2"x 0.131");or RSRS-01; 6 12f sz (23/8'a 0.113")nail(roof)j 32 1 /e'—1 /4' 10d common(3"x 0.148")nail;or 126 8d(21/2"a 0.131")deformed nail Other wall sheathings 1/2"structural cellulosic fiberboard 11/2'galvanized roofing nail,7/16"head 33 3 6 sheathing diameter,or 11/4'long 16 ga.staple with 7/t6"or 1"crown 34 25/32'structural cellulosic 13/4"galvanized roofing nail,7/16"head diameter, 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 sheathings 7 7 1 /2"long;11 /4'screws,Type W or S 6 s/$'gypsum sheathings 13/4"galvanized roofing nail;staple galvanized,3 7 1 /8"long;1 /a'screws,Type W or S Wood structural panels,combination subfloor underlayment to framing 37 3/4'and less 6d deformed(2"a 0.120")nail;or 6 12 8d common(21/2"a 0.131")nail 38 /Q"--1" 8d common(21/2'a 0.131")nail;or 6 12 8d deformed(2/2"a 0.120")nail 39 1 /$'—1'/4' 10d common(3"a 0.148")nail;or 6 12 8d deformed(2/2'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. b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. pA