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AMERICAN SOCIETY OF CIVIL ENGINEERS • <br /> Seismic <br /> Site Soil Class: D-Stiff Soil <br /> Results: <br /> Ss : 1.338 S : 0.892 <br /> Si : 0.508 Sp, : 0.508 <br /> Fa : 1.000 TL : 6.000 <br /> F„ : 1.500 PGA: 0.556 <br /> SMS : 1.338 PGA M : 0.556 <br /> SM, : 0.763 FPGA : 1.000 <br /> le : 1 <br /> Seismic Design Category D <br /> 4o • MCER Response Spectrum 0 9 Design Response Spectrum <br /> • <br /> .30 <br /> 0.8 <br /> 20 <br /> .10 0.7 <br /> 00 <br /> so 0.6 <br /> .80 0.5 <br /> .70 <br /> .60 0.4 <br /> .50 0.3 <br /> .40 ""- <br /> .30 0.2 <br /> O A <br /> O• �'` Oy. O Ct. (1, ? 1 - l O <br /> (*) O- C- O• O- ti' '.- ti, *.. I.. ,.- N.- 1/4- O• 0- N.- N- N.- , , N. <br /> 1; <br /> • <br /> Sa(g)vs T(s) Sa(g)vs T(s) <br /> Data Accessed: Tue Jun 19 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/ ,Rego-2.nf-3— Tue Jun 19 2018 <br />