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AsCE. <br /> AMERICAN SOCIETY OF CML ENGINEERS <br /> Seismic <br /> Site Soil Class: D-Stiff Soil <br /> Results: <br /> Ss : 1.392 Sps : 0.928 <br /> Si : 0.532 Sp, : 0.532 <br /> Fa : 1 TL : 6 <br /> F„ : 1.5 PGA : 0.588 <br /> SMs : 1.392 PGA M : 0.588 <br /> SM1 : 0.798 FPGA • 1 <br /> le : 1 <br /> Seismic Design Category D <br /> 1 4 MCER Response Spectrum 1 o Design Response Spectrum <br /> 1.2 ;'• • 0.9 rw <br /> • 0.8 • <br /> • <br /> 1.0 • 0.7 . 0 <br /> • <br /> os <br /> 0.6 <br /> 0.5 c, <br /> O.6 0 4 <br /> 0.4 0.3 <br /> 0.2 <br /> 0.2 <br /> 0.1 = <br /> 0 0- <br /> 1 S(g)vs T(s) 4 5 6 7 0 1 Sa(g)vs T(s) 4 5 b 7 <br /> Data Accessed: Wed Jun 19 2019 <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- <br /> 10 Table 1.5 2. <br /> Additional data for site-specific ground motion procedures in accordance with <br /> ASCiE/SEI 7-10 Ch. 21 are available from USGS. <br /> https://asce7hazardtool.online/ Page 2 of 3 Wed Jun 19 2019 <br />