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ASCE. <br /> AMERICAN SOCIETY OF CML ENGINEERS <br /> Seismic <br /> Site Soil Class: D -Stiff Soil <br /> Results: <br /> Ss : 1.324 SDs : 0.883 <br /> S, : 0.503 Sol : 0.503 <br /> Fa : 1.000 TL : 6.000 <br /> F„ : 1.500 PGA : 0.549 <br /> SMS : 1.324 PGA M : 0.549 <br /> SMI : 0.754 FPGA : 1.000 <br /> le : 1 <br /> Seismic Design Category D <br /> 40 MCER Response Spectrum 0 9 Design Response Spectrum <br /> .30 <br /> 0.8 <br /> .20 <br /> .10 0.7 <br /> .00 <br /> .90 0.6 <br /> 80 0.5 <br /> .70 <br /> 60 0.4 <br /> .50 0.3 <br /> .40 <br /> .30 - - • . .T< - • 0.2 - - • <br /> .tsn 4 OcPO' OOO� � "., �,y•.'h �.• NIP q� h N0N� VO O► �` O 41 Ob O OO O9 t• ts.)' 'h tibR4sRR'1 ^ Art? <br /> O. O O O <br /> Sa(g)vs T(s) Sa(g)vs T(s) <br /> Data Accessed: Tue May 15 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 Tue May 15 2018 <br />