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Lateral Analysis <br /> s2301025 <br /> Number of Diaphragms 1 <br /> Code 18 IBC 2018 International Building code & 2016 ASCE7 <br /> General Design Criteria <br /> Design Loads Seismic <br /> Dead Live Snow <br /> (psf) Mass <br /> Roof 1 15 --- 25 15 <br /> Roof 2 20 --- 25 20 <br /> Rf Deck 1 20 60 25 20 <br /> Floor 1 12 40 --- 12 <br /> Wall 1 7 7 <br /> Wall 2 10 --- --- 10 <br /> Species of Framing Lumber HF <br /> Sheathing Type PLY <br /> Shearwall Stud Spacing 16" oc <br /> Risk Category II <br /> Wind Design Criteria <br /> Wind Load Design Procedure 2016 Envelope Procedure <br /> Basic Wind Speed 98 mph <br /> Surface Roughness B <br /> Wind Exposure Category B <br /> Site Elevation 408 ft <br /> Topographic Factor Kzt: 1.00 <br /> Ground Elevation Factor ke: 0.99 <br /> Enclosure Classification Enclosed Building <br /> Internal Pressure Coefficient +/- 0.18 <br /> Seismic Design Data <br /> Seismic Load Design Procedure 2016 Equiv. Lateral Force Procedure <br /> Seismic Design Category D <br /> Mapped Spectral Accelerations, MSA <br /> Short Period Acceleration Ss 1.318 <br /> 1-Second Accelleration Sl 0.467 <br /> Long-Period Transition Period TL 6 sec. <br /> Spectral response coefficient Sps 1.05 <br /> Spectral response coefficient Spl 0.57 <br /> Site Classification D <br /> Site Class Provided or Assumed? Default <br /> Seis. Force Resisting System Table 12.2-1: A-15 <br /> Transverse Longitudinal <br /> Response Modification Factor R 6.5 6.5 <br /> Seismic Response Coefficient Cs 0.162 0.162 <br /> Design Base Shear 7890 8218 lbs <br /> Overstrength Factor 2.5 <br /> Deflection Amplification Factor Cd 4 <br /> Allowable Drift Limit 0.020 hsx <br /> Period Parameters 0.02 Ct 0.75 x <br /> 220207_SSSlateral (LOT 4)_221010_API_ DC <br />