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r <br /> WEST <br /> COAST 1624 Grove Street (425)347-8998 <br /> STRUCTURAL Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Shear Transfer from Diaphragm to Wall&Wall to Foundation <br /> base plate nailing <br /> allowed shear from 16d nailing w/3/4"sheathing =Z*Cd*Cdi= 95 lb/nail * 1.6* 1.1 = 167 lb/nail <br /> allowed shear from Simpson LTP4= 575 lb/clip <br /> SW1 =(167 lb/nail)/ 150 lb/ft= 13.4 in 8"o.c. ok <br /> SW2 = (167 lb/nail)/350 lb/ft= 5.7 in 5"o.c. ok <br /> toe nail rim joist or top <br /> allowed shear from 16d toenailing w/ 1-1/2" HF side member=Z*Cd*Ctn = 122 lb/nail * 1.6 *0.83= 162 lb/nail <br /> allowed shear from Simpson LTP4= 575 lb/clip <br /> SW1 =(162 lb/nail)/ 150 lb/ft= 13.0 in 5"o.c. ok <br /> SW2 = (575 lb/clip)/350 lb/ft= 19.7 in 19"o.c. ok <br /> sill plate anchors <br /> allowed shear from 1/2"dia. anchor bolt w/ 1-1/2" HF on conc. =Z*Cd = 590 lb/bolt* 1.6=944 lb/bolt <br /> SW1 = (944 lb/bolt)/150 lb/ft= 75.5 in 48"o.c. ok <br /> SW2= (944 lb/bolt)/350 lb/ft= 32.4 in 32"o.c. ok <br /> Project: W4371 Sheet No: 37 9/5/2017 <br />