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• <br /> • SHEARWALL AND DIAPHRAGM SCHEDULE • 1. <br /> - i+ MARK ALLOW MATERIAL EDGE - NAILING ANCHOR PLATE . REMARKS <br /> BLOCKING <br /> LOAD nEOD EDGE • FftLD BOLTS NAILING <br /> iRcof. 180 plf 1/2" CDX. No 8d @ 6' + 6d @ 1 2" Minimum Standard <br /> 1 Floor 215 plf 3/4" CDX No 10d @ 6" 10d @ 10" .Minimum Statldard'' - <br /> fi l <br /> ! I 260 pif 1/2 CDX pR fzUcsg Yes 8d @ 6" 8d @ 1 2" •• 2.K @ 48" 16d @ 1 6" - Minimum Standard <br /> .., • <br /> .. <br /> __,405e)2.4"0.,r_, <br /> ,i, <br /> ,i„.......___ <br /> ill .• _ <br /> II! <br /> ii <br /> II <br /> II i L <br /> II; - I <br /> L ! - I _ <br /> Lr . . _______ . <br /> II . ‘ <br /> i'r--- . ___, <br /> ir <br /> i. 1 <br /> „ . , - <br /> r-------7- <br /> I I I II <br /> • Anchor Bolts for foundation only. <br /> • 3" sq. %%ashers, galvanized. <br /> • .82 Loci. For HF#+ members <br /> • 3\ members for shear walls >390#/ft. "C---- <br /> r <br /> ' <br />