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Check on shear wall capacities in Shear Wall Schedule: <br /> Factor for specific gravity of Hem-Fir framing =[1-(0.5--0.43 for H-F)]=.93 <br /> Factor for specific gravity of Doug-Fir framing=[1-(0.5--0.50 for D-F)]=1.0 <br /> 480#/If= 2 for ASD x 0.93 = 223 #/If > 197 given in sched O.K. <br /> 700#/If: 2 x 0.93 = 325#/lf > 287 O.K. <br /> 900#/If ; 2 x 0.93 = 418#/If > 369 O.K. <br /> SW-D 1170#/f i 2 x 0.93 = 544#/lf > 480 O.K. <br /> 700#/If !2 x 2 sides x 0.93 = 650#/If > 574 O.K. <br /> CIO 418#/If 12 x 2 x 0.93 = 836#/If > 738 O.K. <br /> 1330#/If= 2 x 2 x 1.00 =1330#/If =1330 O.K. <br /> 421) 220#/If: 2 x 2 = 220#/lf = 220 O.K. <br /> Stress values of wood framing members: <br /> Note: Duration of snow load factor per 2015 NDS Table 2.3.2 is 1.15 <br /> (used only when there are snow loads applied to a given member). No <br /> other adjustment factor are used in the design calculations in vertical <br /> force analysis. <br /> Hem-fir stud grade: Fb=675, Fc,.=405, Fc=800, and E=1,200,000 <br /> HF #2: Fb=850, Fv=150(>75used), Fcl 405, Fc=1,300,& E=1,300,000 <br /> DF #2: Fb=900(>875used), Fv=180(>95used), Fcl 625, Fc=1,350, & E= <br /> 1,600,000 Pages <br />