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A/vA/ <br /> AW- SCE <br /> Seismic <br /> Site soil Class: C-Very Dense Soil and Soft Rock <br /> Results: <br /> SS 1.373 SD, 0,488 <br /> S! 0,488 TL 6 <br /> F. 1.2 PGA: 0,593 <br /> F, 1.5 PGA 0,712 <br /> 1-648 F P c.,\ 12 <br /> 0.731 1 a : 1 <br /> C 1,175 <br /> Sr's 1.099 <br /> Seismic Design Category D <br /> MCER Response Spectrum Design Response Spectrum <br /> S.(g)vs T(s) <br /> S,(g)vs T(s) <br /> MCER Vertical Response Spectrum Design Vertical Response Spectrum <br /> 0 <br /> 0 7, <br /> vs T(S) vs T�s) <br /> Data Accessed: Tue Mar 012022 <br /> Date Source: <br /> USGS Seismic Design Maps based on ASCEISEI 7-16 and ASCEISEI 7-16 Table 1.5-2. Additional data for <br /> site-specific ground motion procedures in accordance with ASCE(SE) 7-16 Ch. 21 are available from USES. <br /> Pa <br /> �jjp-:Irt,...,-7haZardtoge 2 of 3' Toe Mar 01 2022 <br /> _ <br />