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• <br /> ASCE <br /> AMERICAN SOCIETY OF CML ENGINEERS <br /> Seismic <br /> Site Soil Class: D-Stiff Soil <br /> Results: <br /> Ss : 1.383 Sos : 0.922 <br /> S1 : 0.526 So, : 0.526 <br /> Fa : 1.000 TL : 6.000 <br /> F„ : 1.500 PGA : 0.581 <br /> SMS : 1.383 PGA M : 0.581 <br /> SM, : 0.789 FPGA 1.000 <br /> le : 1 <br /> Seismic Design Category D <br /> 40 MCER Response Spectrum 1.0 Design Response Spectrum <br /> .30 0.9 <br /> 20 <br /> .10 0.s <br /> .00 0.7 <br /> .90 0 <br /> .80 <br /> .70 0.5 <br /> 80 0.4 <br /> 50 <br /> 40 0.3 <br /> .30 0.2 <br /> 4 c ` q`b nQ tiry S} nk a ti4 qo <br /> Sa(g)vs T(s) Sa(g)vs T(s) <br /> Data Accessed: Mon Jul 30 2018 <br /> Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating <br /> Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. <br /> Additional data for site-specific ground motion procedures in accordance with <br /> ASCE/SEI 7-10 Ch. 21 are available from USGS. <br /> https://asce7hazardtool.online/ Page 2 of 3 Mon Jul 30 2018 <br />