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DESIGN CRITERIA <br /> Governing Code 18 IBC Risk Category II <br /> Wind Design Data <br /> Basic Wind Speed (3 sec gust) mph 98 Internal Pressure Coefficient +/- 0.18 <br /> Surface Roughness B Topographic Factor, lc 1.00 <br /> Wind Exposure Category B Ground Elevation Factor, Ke 0.99 <br /> Earthquake Design Data <br /> Seismic Importance Factor, Ie 1.00 Seismic Force Resisting System Table 12.2-1: A-15 <br /> Site Classification D 2016 Equiv. Lateral Force Procedure <br /> Short Period Acceleration, SS 1.318 Response Modification Factor, R 6.5 Transverse <br /> 1-Second Acceleration, Si 0.467 6.5 Longitudinal <br /> Seismic Design Category D Seismic Response Coefficient, CS 0.162 Transverse <br /> Spectral Response Coefficient, Sps 1.054 0.162 Longitudinal <br /> Spectral Response Coefficient, Spl 0.571 Seismic Base Shear, V - LOT 5 7966 lbs <br /> Gravity Load Data <br /> Roofs: loads are psf <br /> Dead Live Snow <br /> Trusses (pitched) <br /> •Pitches <_ 8:12 <br /> Top Chord 10 0 25 <br /> Bottom Chord 5 0 0 <br /> Assumed Soil Data <br /> Allowable Soil Bearing 2000 psf <br />