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F• — <br /> V! <br /> .. <br /> Q <br /> 4-j E <br /> O <br /> Lo <br /> 0 N <br /> Ln <br /> SHEARWALL EDGE NAILING- M <br /> TO BOTTOM PLATE U <br /> 16d 0 EA BLOCK AND ® 12' 0/C INTO RIM. WHERE 3x o <br /> PRESSURE TREATED SILL SHEARWALL EDGE NAILING TO BOTTOM PLATE IS REQ'D, USE SDS Y4x4 Y2 SCREWS w co <br /> 16d ® EA JOIST. WHERE 3x. BOTTOM PLATE ( w co o <br /> PLATE PER SHEARWALL BOTTOM PLATE IS REQ'D, USE PRESSURE TREATED SILL PLATE PE U) x¢r) L <br /> SCHEDULE USE 2x6 W/' SDSY4x4Yz SCREW. SHEARWALL SCHEDULE. USE 2x6 W A.B. BLOCKING ® 48" 0/C W/, (3) Q) o-3 N tl <br /> A.B. 48" 0/C (MIN) / 10d NAILS Q x+ o ; <br /> LTP4 PER SHEARWALL <br /> ® 48" 0/C (MIN) of 3 <br /> SCHEDULE. LTP4 PER SHEARWALL SCHEDULE — 0 ?M <br /> 00 <br /> SHEARWALL EDGE - SHEARWALL EDGE NAILING TO SILL N <br /> NAILING TO SILL PLATE PLATE 3 <br /> .. 0 <br /> 6 <br /> JOISTS 6" JOISTS <br /> z <br /> FOUNDATION T " a FOUNDATION <br /> *BREAK SHEARWALL SHEATHING @ BOTTOM OF SILL PLATE <br /> JOISTS PERPENDICULAR JOISTS PARALLEL <br /> Z <br /> WALL/FOUNDATION CONNECTION OLJ <br /> APPLICABLE FOR ALL SHEARWALLS o <br /> SCALE: �"=1'-0", 0 Q 0. <br /> 0 W 0) <br /> 0 Q <br /> O � <br /> LL <br /> � Lnr <br /> -- N LLJ <br /> N Ld <br /> 0 <br /> DOUBLE STUD <br /> OR PER PLAN <br /> SHEARWALL PER PLA STRAP PER PLAN - <br /> CENTER BETWEEN <br /> SILL PLATE AND ANCHOR BOLTS PE FLOORS. <br /> SHEARWALL SCHEDULE. �k <br /> o <br /> EXISTING SLABCLEAR. SPAN <br /> NO NAILS <br /> 6.. i. a REQUIRED <br /> ��R ONAL;fI�� <br /> -11111 <br /> �� I- <br /> FLOOR FRAMING LAI <br /> 18" MIN XISTING FOUNDATION PER PLAN Drawn By. CHRIS <br /> o . AND FOOTING Checked By:CHRIS <br /> — DOUBLE STUD :Date: 11707-13 <br /> PER PLAN v OR PER PLAN <br /> SDA JOB'NO. <br /> " 7158 <br /> nFNDN(SHEARWALL. CONNECTION FLOOR TO FLOOR STRAP <br /> 3 STRUCTURAL <br /> " SCALE: 3/a=1'-o DETAILS <br /> 5- 4.0 <br />