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� CROWN BU: 823967 Structure: A <br /> CASTLE WO: 1954302 <br /> limo Order: 546770 Rev: 1 <br /> Location <br /> Decimal Degrees Deg Min Sec <br /> 34.49 <br /> Long: -122.212631 ( - I <br /> 122 12 45.47 <br /> Code and Site Parameters <br /> Seismic Design Code: TIA-222-H-1 <br /> Site Soil: D(Default) Stiff Soil(Default) <br /> Risk Category: II <br /> USGS Seismic Reference Ss: 1.3080 g <br /> Si: 0.4630 g <br /> IL: 6 s <br /> Seismic Design Category Determination <br /> Importance Factor,le: 1 <br /> Acceleration-based site coefficient,Fe: 1.2000 <br /> Velocity-based site coefficient,F,,: 1.8370 <br /> Design spectral response acceleration short period,SDS: 1.0464 g <br /> Design spectral response acceleration 1 s period,SDI: 0.5670 g <br /> Ts: 0.5419 <br /> Seismic Design Category Based on Sos: D <br /> Seismic Design Category Based on Sol: D <br /> Seismic Design Category Based on Si: N/A <br /> Controlling Seismic Design Category: <br /> CCISeismic 3.3.6 Page 1 Analysis Date: 5/25/2021 <br />