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Project Parameters <br /> Design accelerations <br /> Sds= 0.961 Design Map Summary,attached <br /> SDl= 0.555 Design Map Summary,attached <br /> Seismic design category= D ASCE 7-10 11.6 Sds>_0.50 <br /> Basic seismic force resisting system= Wood structural panel shear walls <br /> Response modification factor,R= 6.5 ASCE 7-10 Table 12.14-1 A.13 <br /> Story force factor,F= 1.1 ASCE 7-10 12.14.8.1 <br /> Effective Seismic Weight,W= 35.2 kips Mezzanine floor <br /> Dead load-(614 SF* 15 PSF+10 PSF*(3.5'+10.75/2)*75.4'=15901 lb <br /> Storage Load-25%of LL=125 PSF*618 SF*0.25=19313 lb <br /> Seismic Design Base Shear Factor,Vf= 0.163 W Strength level <br /> Seismic Design Base Shear,V= 5.7 kips Strength level <br /> Seismic Design Base Shear Factor,VfASD= 0.114 W ASD level <br /> Seismic Design Base Shear ASD Level,VASD= 4.0 kips ASD level <br />