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Design Criteria: <br />2012 International Residential Code <br />2012 International Building Code <br />2012 Construction Administrative Code, <br />adopted as a replacement of Chapter 1 of the I Codes <br />2012 Washington State Energy Code WAC 51-11 <br />2012 Washington State Ventilation and Indoor Air Quality Code <br />WAC 51-13 <br />Allowable soil bearing = 1,500 psf <br />Concrete to have a min. of 2,500 psi <br />Rebar: #4 grade 40 <br />Lumber: <br />Studs to be DF#2 <br />Ceiling joists DF#2 <br />Rafters DF#2 <br />Glu Lam Beams 24f V4 <br />Headers unless other wise called out DF#2 <br />Fasteners: <br />, For pressure treated wood should be ZMAX <br />hot-dipped galvanized ( G185), stainless steel <br />� or meet ASTM 153 requirements <br />30 year Architectural roofing over 151b felt <br />�2 ENGD & PRE-MFG'D ROOF TRUSS @ 2' O.C. <br />�,___ <br />__ <br />4 7/16" 4'X8' OSB ROOF SHEATHING W/ PLY-CLIPS <br />Brace pr Mfg spec's -���_ ` SOLID BLOCKING BETWEEN EACH TRUSS <br />i <br />� �,__ <br />� __ _ --� <br />II -- <br />SIMPSON H.1 TRUSS CLIP _ .� <br />DOUBLE TOP PLATE ----' / <br />DOUGLAS FIR HEADERS <br />(SEE FLOOR PLAN) <br />2"X6STUDS@16"O.C. <br />1/2" DIAMETER BY 10" LONG `�� - <br />ANCHOR BOLTS @ 48" O.C. <br />� MIN. (1) BOLT WITHIN 12" OF <br />� END OF EACH PIECE --- <br />a� ' WI 1/4" 3" x 3" GALV WASHER <br />5/8" Type X Gyp Wall board on inside of South wall --� <br />PRESSURE TREATED 51LL PLATE ___ \. <br />4" CONCRETE SLAB WITH --- <br />FIBER MESH REINFORCEMENT � <br />� -- -- _ - - --- — _-�_�I <br />�J <br />3) #4 REBAR ' ���--" <br />AROUND PERIMETER 12�, <br />CROSS_SECTION <br />�; 5/4" x 6" WHITEWOOD FASCIA <br />5" reveal Cedarmil, Hardiepiank siding <br />over Tyvek on 7/16" OSB & 5/8" Denseglas <br />(on south wall) Nailed per BWP schedule <br />_ , 6„ <br />t 12"MIN <br />BRACED WALL PANEL SCHEDULE <br />A. Plywood/OSB 6d nails 6" o.c. (edges) <br />7/16" x 4' 8' 12" o.c. (field) <br />Corrosion resistent 8d nails <br />D. Structural Panel Siding li at 6" o.c. (edges) <br />7/16" x 4' x 10' or less 12" o.c. (field) <br />_ --- -- -- _ <br />. _ .--- _ — - <br />I Nailing 8d at 6" o.c. (edges) <br />E. One-story alt. braced panel ' 12"o.c. (field) <br />7/16" x 2'-8" x 8' to 10' or less ' Blocking required at all edges. <br />Anchor bolts two placed at quarter <br />points. <br />Hold downs - 1800# at each end. <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 />provide blocking under and in line with braced wall panels. <br />2'-8" M I N <br />SHEATH EXT. W/MIN. 3/8" PLYWOOD �!,I� � <br />OR 7/16" OSB NAIL TO --- <br />STUDS W/ 8d @6" O.C. I,II , <br />0 <br />3-2 x studs each end <br />2) 1/2" x 10" anchor bolts <br />at 1/4 points w/ 1/4" x 3" x 3" <br />galv. washers <br />STHD-10 hold down <br />2" from Edge of panel <br />connect W/28-16d <br />--��� � <br />iI II - <br />�:� <br />.---- � --� <br />1/4" 1l4° <br />BWP_DETAIL E <br />Brian & Rosemary Haskins 3/10/16 <br />1422 Rucker Ave <br />Everett, WA 98201 Pg 4 of � <br />