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l <br /> ASCE. <br /> AMERICAN SOCIETY OF CML ENGINEERS <br /> Seismic <br /> Site Soil Class: C-Very Dense Soil and Soft Rock <br /> Results: <br /> SS : 1.371 Sw : 0.487 <br /> Si : 0.487 TL : 6 <br /> Fa : 1.2 PGA : 0.592 <br /> F„ : 1.5 PGA M : 0.71 <br /> S Ms : 1.645 F pGA : 1.2 <br /> Sidi : 0.73 le : 1 <br /> SOS : 1.097 C, : 1.174 <br /> Seismic Design Category D <br /> MCER S C RResponse Spectrum 12 Design Response Spectrum <br /> � _._ — _ - L. g <br /> 14 10 <br /> 12 08 <br /> i I <br /> 08 ' <br /> 06.. ....- r :. 04 <br /> 0.4 — <br /> 02 <br /> 0.2 <br /> 0_ I - 0 <br /> 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 <br /> Sa(g)vs T(s) Sa(g)vs T(s) <br /> MCER Vertical Response Spectrum <br /> Design Vertical Response Spectrum-6 11 <br /> 1I <br /> 1 a 1 ®I <br /> a 0.9 <br /> 1.2 - , _ 08 <br /> 10 f 07 e <br /> i' -`�! 06 e <br /> D.8 .._ ,99464251 <br /> ��c 0.5 raa <br /> t <br /> a <br /> 06 — m 040® <br /> wa 0.309� <br /> 04 <br /> me®®m�aagoe�8®a <br /> 0.2 I - 0.1 .................................... <br /> - <br /> 0 05 1 0 1.5 2.0 0 0.5 1-0 1.5 2.0 <br /> Sa(g)vs T(s) Sa(g)vs T(s) <br /> Data Accessed: Mon Aug 09 2021 <br /> Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 <br /> Table 1.5-2.Additional data for site-specific ground motion procedures in <br /> accordance with ASCE/SEI 7-16 Ch.21 are available from USGS. <br /> https:/lasce7hazardtool.online/ 8 of 24 Mon Aug 09 2021 <br /> g1ZS <br />