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A� DOUBLE TOP PLATE W/ EDGE NAILING <br />(STAGGER) <br />© SHEARWALL EDGE NAILING AT ALL PANEL <br />EDGES. BLOCKING AT ALL PANEL EDGES <br />WHERE APPLICABLE. <br />O EDGE NAILING TO HOLDOWN POST (FULL <br />HEIGHT) STAGGER INTO DOUBLE STUDS <br />(D)STUDS ® 16" ON CENTER <br />(E)PRESSURE TREATED SILL PLATE WITH <br />EDGE NAILING AND ANCHOR BOLTS PER <br />SHEARWALL SCHEDULE. <br />T TOP PLATE SPLICE NAILING TO BE (8) 16d <br />SINKERS (MIN). LAP 48" MINIMUM. <br />CENTER SPLICE ON STUD. <br />Q HOLDOWN PER SCHEDULE <br />AND PLAN (HDQ8—SDS3 <br />SHOWN) <br />(COORDINATE ALL STUD <br />AND PLATE SIZES w/ <br />SHEARWALL SCHEDULE <br />REQUIREMENTS <br />UJ EDGE NAILING TO POSTS, <br />TRIM STUDS, AND KING <br />STUDS <br />BEARING STUD FOR <br />HEADER <br />STD. SHEARWALL ELEVATION W/0 RIM <br />DIAPHRAGM EDGE NAILING <br />— 8d @ 6" o/c <br />2x BLOCKING — <br />FLAT OR <br />SLOPED <br />SHEARWALL PER <br />PLAN <br />AFTERS P <br />z <br />DIAPHRAGM EDGE <br />NAILING — 8d @ <br />6" o/c <br />RAFTERS PER PLAN <br />A35 OR RBC <br />24" o/c FROM <br />BLOCKING TO <br />SHEARWALL TOP <br />PLATE. <br />ALTERNATE H1 <br />CLIP EACH RAFTER <br />TO TOP PLATE <br />RAFTERS PER <br />PLAN <br />SHEARWALL <br />PER <br />PLAN <br />RAFTERS PARALLEL <br />A35 © 24" o/c <br />FROM RAFTER TO <br />TOP PLATE <br />30" MIN. <br />REBAR <br />LENGTH <br />ONE #4 REBAR <br />IN SHEAR CONE <br />(12"MIN. REBAR <br />LENGTH) <br />1 / L. IY111 V. <br />FROM CONER <br />'STHD' INSTALLATI <br />WALL PER PLAN - <br />SILL PLATE AND ANCHOR <br />BOLTS PER SHEARWALL_ <br />SCHEDULE. (USE 2x6 P.T. SILL <br />PLATE W/ 5/$" 0 J—BOLTS @ <br />48" 0/C MIN.) <br />BACKFILL W/ POROUS <br />MATERIAL (TYP) <br />We <br />FROST DEPTH <br />(18" MIN) <br />4" 0 PERFORATED PLASTIC <br />PIPE. CENTER IN ONE CUBIC <br />FOOT OF FREE DRAINING <br />GRAVEL AND DRAIN TO <br />APPROVED OUTFALL. <br />ENDN SHEARWALL CONK <br />2) LAYERS OF 90# <br />-ELT OR EQUIVALENT <br />LAB PER PLAN <br />-a / d <br />71t=�l <br />8" WALL w/ #4 BARS ® 18" <br />o/c EACH WAY. (2) #4 BARS <br />@ TOP. HOOK VERTICAL BARS <br />INTO FOOTING — ALTERNATE <br />HOOK DIRECTION. <br />FOOTING PER <br />SCHEDULE <br />VE T T <br />RVINI) FOR PERMIT <br /><9 <br />Ln <br />ni <br />N <br />Ln <br />N <br />> 0 U <br />4-� <br />Lu LL a� <br />Q <br />O > <br />Mu.Jc0 <br />U) <br />W <br />z <br />0 <br />is <br />W <br />bZ <br />W <br />Q <br />� <br />z <br />Q <br />� <br />o� <br />O�LLJ <br />� <br />CL/ <br />0 <br />w <br />31p- co <br />�� of wAsy,�� 0 <br />�� t, O <br />e <br />kc, <br />343, <br />°�fi,� <br />�NitL <br />Drawn By: VKY <br />Checked E3y: CH R15 <br />Date:09-1 1 -2020 <br />