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Page 6of9 <br /> MTUFF SHED <br /> SEISMIC CALCULATIONS <br /> Building Code: 2018 IRC <br /> Seismic Design Classification: D <br /> Site Class: D <br /> Ss= 1.205 Figure 22-1 <br /> F= 1 Section 12.14.8.1 <br /> Fa= 1.2 Table 11.4-1 <br /> R= 6.5 Table 12.14-1 <br /> I= 1 Table 11.5-1 <br /> p= 1.30 <br /> W= 12,638 lbs. <br /> S= lbs. 20% of snow weight (if applicable) <br /> SpS= 0.96 Eq. 12.14-11 <br /> V= 2,437 lbs. Eq. 12.14-11 <br />