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CROWN BU: 880407 Structure: A <br /> W0: 2078679 <br /> CASTLE <br /> Order: 601554 Rev: 0 <br /> Decimal Degrees • Deg Min Sec <br /> Lat: 47.908056 + 47 54 29.00 <br /> Long: -122.241944 122 14 31.00 <br /> Code and Site Parameters <br /> Seismic Design Code: TIA-222-H-1 <br /> Site Soil: D(Determined) Stiff Soil <br /> Risk Category: II <br /> USGS Seismic Reference S5: 1.3830 g <br /> Si: 0.4910 g <br /> TL: 6 s <br /> Seismic Design Category Determination <br /> Importance Factor,le: 1 <br /> Acceleration-based site coefficient,F,: 1.0000 <br /> Velocity-based site coefficient,F,,: 1.8090 <br /> Design spectral response acceleration short period,Sps: 0.9220 g <br /> Design spectral response acceleration 1 s period,Sp,: 0.5921 g <br /> T5: 0.6422 <br /> Seismic Design Category Based on Sps: D <br /> Seismic Design Category Based on Sp,: D <br /> Seismic Design Category Based on Sl: N/A <br /> Controlling Seismic Design Category: <br /> CCISeismic 3.3.9 Page 1 Analysis Date: 2/22/2022 <br />