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AM 19M u <br /> Ab!%Lk <br /> AMERICAN SOCIM OF CMl ENGINEERS <br /> Seismic <br /> Site Soil Class: D-Stiff Soil <br /> Results: <br /> Ss 0.068 Sos 0.072 <br /> S, 0.034 So, 0.055 <br /> Fa 1.6 TL 8 <br /> F 2.4 PGA: 0.032 <br /> SMs 0.108 PGA M : 0.051 <br /> SM, 0.083 FPGA 1.6 <br /> Ie 1 <br /> Seismic Design Category A <br /> 0.11 MCER Response Spectrum 003_ Design Response Spectrum___ <br /> FEE"—- ---- <br /> 0. +10- s 1 <br /> /� 0.07.. .... _.. _ <br /> 0-06 <br /> 0.07--1.. <br /> 0.06- <br /> 0.0.. <br /> 0.05— <br /> 0.03- o 02 <br /> 0.02 <br /> 0.01 <br /> 0 t 2 3 4 5 6 7 $ 9 0 1 2 3 4 5 6 7 8 9 <br /> Sa(9)vs T(s) Sa(9)vs T(s) <br /> Data Accessed: Fri Oct 18 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 7-10 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 /> httos://asce7hazardtool.onlinel Page 2 of 3 Fri Oct 18 2019 <br />