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I <br /> 25 year Three Tab over 151b felt With Coravent <br /> 12 ENG'D I PRE-MFG'D ROOF TRUSS 6 2' O.G. <br /> 2'-8" MIN _ <br /> BRACED WALL PANEL SCHEDULE Insulation baffles 14-1/21/16u 45<8. OSS ROOF SHEATHING W/ PLY-CLIPS <br /> min. 1-1/2" airspace. \ SOLID VENTED BLOCKING BETWEEN EACH TRUSS <br /> R-38 ceilingA, Plywood/OSB 6d nails 6" o.c. (edges,) <br /> 1116" x 4' 8' �� ( ( ( ( ( ( ( ( ( ( ( �)( ir) <br /> 12 o.c. (field) SHEATH EXT. W/MIN. 3/8" PLYWOOD <br /> OR 1/16" OSB NAIL TO `I 5/4" x 8" WHITEWOOD FASCIA <br /> Corrosion resistant Sd nails STUDS W/ 8d 's6" O.G. SIMPSON H.1 TRUSS CLIP 16" <br /> D. Structural Panel Siding Q DOUBLE TOP PLATE <br /> 1/16" x 4' x 10' or less at 6 o.c. (edges) 3 <br /> 12" o.c. (field) 3-2 x studs each end ? D DOUGLAS FIR HEADERS 5" reveal Hardtplank siding over Tyvek <br /> X (SEE FLOOR PLAN) on 1/16" 0513 sheathing nailed <br /> Halling 8d at 6" o.c. (edges) NN4s2" X 6 STUDS a 16" O.G. per BWP schedule <br /> 12"o.c. (field) 2) 1/2" x 10" anchor bolts 1/2" DIAMETER BY 10" LONG <br /> E. One-story alt. braced panel Blocking required at all edges. at 1/4 points w/ 1/4" x 3" x 3" ANCHOR BOLTS a 48" O.C. <br /> 1/16" x 2'-8" x 8' to 10' or less Anchor bolts two placed at quarter gaiv. washers MIN. (I) BOLT WITHIN 12" OF <br /> points. END OF EACH PIECE <br /> Hold downs - 1800" at each end. <br /> STHD-10 hold down WI 1/4" 3" x 3" GALV WASHER <br /> 2" from Edge of panel — PRESSURE TREATED SILL PLATE <br /> General Notes: connect W/28-16d <br /> Braced wall panel sole plates nailed to floor and top plates 3-1/2" CONCRETE SLAB WITH <br /> Where Joists are perpendicular to braced wall lines, FIBER MESH REINFORCEMENT 1 <br /> provide blocking under and In line with braced wall panels. 1. �I/4i' <br /> / <br /> i/4' 6" <br /> V2 a 0 <br /> 12" MIN <br /> EBLUP DETAIL IL E 3) •4 REBAR <br /> �} AROUND PERIMETER <br /> Electric wall heaters: 12" <br /> SECTION <br /> 1 1,000 watt in each room <br /> Insulation and U values: <br /> Slab insulation: 1R-10 Windows to be Alpine Industries <br /> Exterior walls: 1R-21 White vinyl frame sliders, Low E U = .36 <br /> Ge i l i n : _3g Entry doors steel with 1/2 lite U = .29 <br /> g Fire rated steel door U = .16 <br /> Concrete to have a min. of 2,500 psi <br /> Rebar: •4 grade 60 <br /> Lumber: <br /> Studs to be DFs2 Design Criteria: <br /> Ceiling Joists DFM2 2003 International Residential Code �/++ <br /> Rafters DF'2 2003 International Building Code CITY C F EV R E I T <br /> Glu Lam Beams 24f V4 2003 Construction Administrative Code, <br /> Headers unless other wise called out DF'2 adopted as a replacement of Chapter 1 of the I Codes REVIEWED FOR P E I M 1 T <br /> Fasteners: 2004 Washington State Energy Code WAC 51-11 <br /> For pressure treated wood should be ZMAX 2003 Washington State Ventilation and Indoor Air Quality Code <br /> hot-dipped galvanized ( GIS5), stainless steel WAC 51-13 <br /> Or or meet ASTM 153 requirements Kevin C-cadbois <br /> 4325 5 4th Ave 5/22/07 <br /> Everett, WA 9.5203 P - <br />