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BRACED WALL PANEL SCHEDULE <br /> Min.width 16"for one story structure A. Plywood/OSB 6d nails 6"o.c.(edges) <br /> SHEATHING FILLER Min.width 24"for use in the first of two 7/16"x 4'8' 12"o.c.(field) <br /> IF NEEDED 16"-24" <br /> 1 I B.GWB-1/2"x 4'8' 5d cooler/wallboard nails <br /> (one face) 7"o.c.throughout <br /> IRUN MIN.3"X 11.25"HEADER CONTINUOUS =� C.GWB-1/2"4'x 8' 5d cooler/wallboard nails <br /> 16D SINKERS <br /> 2 ROWS @ 3"OC 1,000 LB HEADER STRAP FASTEN TOP PLATE TO (two face) 7"o.c.throughout <br /> HEADER WITH TWO ROWS <br /> OF 16D SINKER NAILS AT 3"OCill <br /> ID.Structural Panel Siding Corrosion resistent Sd nails <br /> 0 7/16"x 4'x 10'or less at 6"o.c.(edges) <br /> SHEATH EXTERIOR W/MIN.3/8" 1 K 12"o.c.(field) <br /> PLYWOOD OR 7/16"OSB NAIL TO STUDS --...mil iD <br /> PER BRACED WALL PANEL SCHEDULE x E.One-story alt.braced panel Nailing 8d at 6"OC(edges)12"OC(field) <br /> 7/16"x 2'-8"x 8'to 10'or less Blocking required at all edges.Anchor bolts two <br /> MIN.2 X 4 FRAMING 3'-2 x 6 STUDS I placed at quarter points. Hold downs-1,8001b <br /> at each end. <br /> 4,200LB TIE 1)5/8"DIA.ANCHOR BOLT ' <br /> WDOWN DEVICE X 7MIN.ALVEMW/1/4' — <br /> X 3"X 3"GALV WASHER <br /> I =— 1 2" <br /> kin <br /> SIMPSON STHD 14 HOLD DOWN I ` <br /> 2"FROM END OF PANEL Portal framing Nailing 8d common or galvanized <br /> [i NAIL TO STUDS W/38-16d SINKERbox nails in 3"grid pattern as shown and <br /> 5/8"ANCHOR BOLT OR 10d OR 12d COMMON 7/16"OSB x 16"min.x 10'max 3"OC in all framing <br /> MIN.7'EMBEDMENT for one story <br /> install 1,000lb strap on inside (studs,blocking,and sills)Typ <br /> of header to studs 1)5/8"dia.anchor bolt w/ <br /> BWP-F BWP-F 3"x 3"x 1/4 galv plate washer <br /> Portal Wall Portal Wall Holdowns-4,2001b at each end. <br /> Portal Framing detail <br /> General Notes: <br /> Braced wall panel sole plates nailed to floor and top plates <br /> Where joists are perpendicular to braced wall lines, <br /> 2'-8"MIN provide blocking under and in line with braced wall panels. <br /> Design Criteria: SOLID BLOCK PNL EDGES <br /> 2015 International Residential Code <br /> 2015 International Building Code <br /> 2015 Construction Administrative Code, SHEATH EXT.W/MIN.3/8"PLYWOOD <br /> adopted as a replacement of Chapter 1 of the I Codes OR 7/16"OSB NAIL TO <br /> 2015 Washington State Energy Code WAC 51-11 STUDS W/8d @6"O.C. 'o <br /> 2015 <br /> Washington State Ventilation and Indoor Air Quality Code <br /> WAC 51-13 <br /> 3'-2"x STUDS BACK END - �-- <br /> Allowable soil bearing=1,500 psf <br /> Concrete to have a min.of 2,500 psi <br /> Rebar: #4 grade 40 <br /> Lumber: HDU4 w/SSTB16 orJan Rose & Ryan Ottaway/Martin 7/07/17 <br /> Studs to be DF#2 STHD-10 HOLD DOWN 5604 Commercial Ave <br /> Ceiling joists DF#2 2"FROM END OF PANEL _ - l— Everett, WA 98203 P 5 of 5 <br /> Rafters DF#2 CONNECT W/28-16d g <br /> Glu Lam Beams 24f V4 <br /> Headers unless other wise called out DF#2 <br /> 1/41 )1/4" <br /> Fasteners: <br /> For pressure treated wood should be ZMAX <br /> hot-dipped galvanized(G185),stainless steel BWP DETAIL E <br /> or meet ASTM 153 requirements <br />