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/ CROWN N BU: <br /> WO: 824022 <br /> 1756407 Structure: A <br /> I <br /> CASTLE Order: 489098 Rev: 0 <br /> Location <br /> Decimal Degrees Deg Min Sec <br /> 55 <br /> Long: -122.205339 ( ± I 122 I 12 I 19.22 <br /> d Site Parameters <br /> Seismic Design Code: TIA-222-H* <br /> Site Soil: D Dense Soil/Soft Rock <br /> Risk Category:, II <br /> USGS Seismic Reference Ss: 1.3920 g <br /> Sl: 0.5320 g <br /> TL: 6 s <br /> Seismic De 'y Determination <br /> Importance Factor,le: 1 <br /> Acceleration-based site coefficient,Fa: 1.0000 <br /> Velocity-based site coefficient,Fe: 1.5000 <br /> Design spectral response acceleration short period,SDS: 0.9280 g <br /> Design spectral response acceleration 1 s period,SDI: 0.5320 g <br /> Seismic Design Category Based on Sps: D <br /> Seismic Design Category Based on SDI: D <br /> Seismic Design Category Based on SI: N/A <br /> Controlling Seismic Design Category: owl <br /> *Using ASCE 7-10 Seismic Parameters <br /> CCISeismic 3.2.3 Page 1 Analysis Date: 6/20/2019 <br />