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Page 22 of 29 <br /> Ross project: HAWARD HOMES LOT 1 by: RR sheet N: <br /> Engineering location: 36xx SHORE AVENUE,EVERETT,WA date: 6/16/2022 <br /> Design client: THE LEREN COMPANY job If: 2027 <br /> ,Inc <br /> Shearwall Connections <br /> Shear Clips <br /> Simpson Shear Connectors,pg 190 Fastener Allowable Shear(Ib) <br /> LS50 630 <br /> LTP4 575 <br /> A34 445 <br /> A35 • 600 <br /> 16d TOENAIL 75 <br /> Sill Plate Connection to Concrete Bolt side <br /> NDS Table 11E Diameter Member Z(lb) Z'(Ib) <br /> G= 0.43 1/2" 1-1/2" 590 944 <br /> Co = 1.6 5/8" 1-1/2" 860 1376 <br /> CM= 1.0 3/4" 1-1/2" 1200 1920 <br /> 1/2" 2-1/2" 730 1168 <br /> 5/8" 2-1/2" 1070 1712 <br /> 3/4" 2-1/2" 1400 2240 <br /> Sole Plate Connection to Rim/Blocking <br /> NDS Table 11J&11N,ESR-2236 Side <br /> G= 0.43 Dowel Member Z(Ib) Z'(lb) <br /> Co = 1.6 16d 1.5 122 195 <br /> CM= 1.0 SDS1/4x6 2.5 245 392 <br /> Connection Capacities <br /> Shear Wall Shear Clips Sill Plate Sole Plate Controlling <br /> Label Type Spacing Capacity Size Anchor Spacing Capacity Size Dowel Spacing Capacity Capacity <br /> 1 16d TOENAIL 6 150 2x 5/8" 48 344 2x 16d 6 390 150 <br /> 2 LTP4 24 288 2x 5/8" 48 344 2x 16d 6 390 288 <br /> 3 LTP4 18 383 2x 5/8" 32 516 2x 16d 4 586 383 <br /> 4 LTP4 14 493 2x 5/8" 24 688 2x 16d 4 586 493 <br /> 5 LTP4 10 690 2x 5/8" 18 917 2x 16d 3 781 690 <br /> 6 LTP4 7 986 3x 5/8" 18 1141 3x SDS1/4x6 4 1176 986 <br />