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, <br />BRACED WALL PANEL SCHEDULE <br />A. PlywoodlOSB 6d nails 6" o.c. {edges) <br />7/16" x 4' 8' 12" o.c. (field) <br />Corrosion resistent 8d nails <br />D. Structural Panei Siding at 6° o.c. (edges) <br />7/16" x 4' x 10' or less 12" o.c. (field) <br />Nailing 8d at 6" o.c. (edges) <br />E. One-story alt. braced panel 12"o.c. (fieid) <br />7/16" x 2'-8" x 8' to 10' or less Blocking required at ali edges. <br />Anchor bolts two placed at quarter <br />points. <br />Hold downs -1800# at each end. <br />General Notes: <br />Braced wall panei sole plates nailed to floor and top plates <br />Where joists are perpendicular to braced wall lines, <br />provide blacking under and in line with braced wall panels. <br />7/16" 4'X8' OSB ROOF SHEATHING W/ PLY-CLIPS <br />30 year Architectural roofing over 151b felt 12 <br />PRE G'D 00 RUSS <br />—� 5 <br />SOLID BLOCKING BETWEEN EACH TRUSS race Mfg c'e <br />12 <br />5/4" x 6" WHITEWOOD FASCIA �_��2 � <br />SIMPSON H.1 TRUSS CLIP <br />DOUGLAS FIR HEADERS i �� <br />16 DOUBLE TOP PLATE MIN. 48" LAP @ SPLICE (SEE FLOOR PLAN) �j 16 <br />Deafgn CrfteNe: <br />2012 Internatfonal Res(denttal Code <br />2012 Internatlonal Sufldfng Gode <br />2012 Conetruci(on Adminfetrative Code, <br />adopted es a replacement of Chapter 1 of the I Codea <br />2012 Washington 5iate Energy Gode WAC 51-II <br />2012 Waehington State Vent118tfon and Indoor Atr Quality Gode <br />WAC 51-13 <br />Allowable eo(I beering • 1,500 psf <br />Concrete to have a min, of 2,500 psi <br />Rebar: "4 gr6de 40 <br />Lumber: <br />Studs to be DF"2 <br />Ceilfng jofsts DF�2 <br />Rafters pF�2 <br />Czlu Lem Seams 24f v4 <br />Headers unless other wise cailed out DFM2 <br />Fastenera: <br />For preasure treated wood should be ZMAX <br />hot-dtpped gaivenlzed ( Cz185J, etatnfess steel <br />or meet ASTM 153 rec{ufrements <br />1/2 x 6 Beveled siding over Tyvek j� 2�� X 4 STUDS @ 16" O.C. <br />on 7/16" OSB sheathing nailed /y� <br />per Braced Wali Panel Schedule � <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 />W/ 1/4" 3" x 3" GALV WASHER � <br />PRESSURE TREATED SILI PLATE— <br />�, <br />� <br />'a e 3-1/2" MIN. CONCRETE SLAB WITH <br />FIBER MESH REINFORCEMENT 3) #4 REBAR � <br />AROUND PERIMETER <br />Cross Section AA 1/�" = 1�-O" <br />SHEATH EXT, lU/MIN. 3/S" PLYLUOOD <br />OR l/16" OSB NAIL TO <br />STUDS W/ 8d a�6" O.G. <br />3-2 x etude aach end T <br />2� I/2" x 10" anchor bolte <br />at 1/4 pofnte w/ I/4" x 3" x 3" <br />galv, washere <br />—� <br />STHD-10 hold down <br />2" from Edge of panel — <br />connect W/28-16d <br />2'-8" MIN <br />� <br />J IIJ <br />I/4" 1/4" <br />BWP DETAIL E <br />O <br />3 <br />D <br />X <br />c <br />� <br />� <br />Nathaniel Sch�ck �/13/15 <br />2502 Cleveland Ave <br />�verett, WA 98201 Pg 3 of 3 <br />