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Design Criteria: <br /> 2012 International Residential Code BRACED WALL PANEL SCHEDULE <br /> 2012 International Building Code <br /> 2012 Construction Administrative Code, A. Plywood/OSB 6c1 nails 6" o.c. (edges) <br /> adopted as a replacement of Chapter 1 of the 1 Codes 1/16"x 4'8' 12"o.c. (field) <br /> 2012 Washington State Energy Code WAC 51-11 B.GWa 1n°x 4'a 5d cooler/wallboard nails 2'43" MIN <br /> 2012 Washington State Ventilation and Indoor Air Quality Code (O1e fdCe) 1"o.c.throughout <br /> WAG 51-13 SOLID BLOCK PNL EDGE I <br /> C. GLUE-i/2"4'x 8' Sd cooler/wallboard nails \ <br /> (two face) 1" o.c. throughout <br /> Soil bearing to be assumed at 1,500 per SI-IEATN EXT, W/MIN. 3/5" PLYWOOD\ <br /> Concrete to have a min, of 2,500 psi D.Structural Panel SidingCorrosion resistant 8d nate OR -1/16" OSB NAIL TO at 6"o,c.(edges) <br /> 1/16"x4'x10'orles* 9 <br /> Rebar: "4 grade 60 12"c.c. (Field) STUDS WI Sd g6" 0.C. p <br /> E.One-story alt.braced panel Nailing Sd at 6"o.c. (edges) D <br /> Lumber: 1/16" x 2'-8" x 8'to 10'or less 12"o.c.(field) <br /> Studs to be DF"2 Blocking required at all edges. 3-2 x STUDS BACK END �� X <br /> Ceiling Joists DF"2 Anchor bolts two placed at quarter <br /> po Rafters DF"2 Hold downs <br /> Hold downs-1800•at each end. <br /> Glu Lam Beams 24f V4 <br /> i-leaders unless other wise called out DF"2 F. Two-story alt braced panel Nailing Sd at 6"o.c.(edges) <br /> 1/16"x 2'8"x 10'or less 12" o,c. (field) STI-ID-10 H0LD DOWN <br /> Blocking required at all edges. 2" FROM END OF PANEL <br /> Fasteners: Sheath Inside 4 outside of Anchor bolts-3 placed at fifth points. <br /> For pressure treated wood should be ZMAX wall Holdowns-3000•at each end. CONNECT W/25-16d — J 7 <br /> 1 <br /> hot-dipped galvanized ( 6185), stainless steel G.One-story alt,bracedpanel <br /> or meet ASTM 153 requirements y Nailing Bd at 2"o.c. alternating. <br /> q 1/2" x 1'10-1/2" x 10'or lees Blocking required at all edges. <br /> Anchor bolts two placed at quarters •t1/49i <br /> points. 1/4 <br /> Holdowns-2400•at each end. <br /> General Notes: — <br /> Braced wall panel sole plates nailed to floor and top plates _ 1 <br /> Where <br /> rovi aJoists are <br /> perpendicular to braced wall Ides. BWP DETA IL E <br /> provide blocking under and In line with braced wall panels. <br /> Evan Hartwell S/1O/15 <br /> 921 Colby Ave "-----T-- a S <br /> Everett, WA 98201 Pg Aof/ <br /> 2/23/15 - <br /> s <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT <br />