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ASCE® <br /> AMERICAN SOCIETY OF CML ENGINEERS <br /> Seismic <br /> Site Soil Class: C -Very Dense Soil and Soft Rock <br /> Results: <br /> Ss 1.378 Sol 0.489 <br /> S, 0.489 TL 6 <br /> Fa 1.2 PGA : 0.595 <br /> F 1.5 PGA M : 0.714 <br /> SMs 1.653 FPGA 1.2 <br /> SM1 0.734 le 1 <br /> SIDS 1.102 CV 1.176 <br /> Seismic Design��d j onse Spectrum 12 Design Response Spectrum <br /> 1.6 <br /> 1.0 <br /> 1a � <br /> 1.2 • 0.8 <br /> 1.0 • <br /> os <br /> 0.8 <br /> 0.6 0.4 <br /> 0.4 <br /> 0.2 <br /> 0.2 <br /> 0 0 <br /> 0 _ 6 7 0 - <br /> Sa(g)vs T(s) Sa(g)vs T(s) <br /> 1.6 MCER Vertical Response Spectrum 1.1 Design Vertical Response Spectrum <br /> 1.4 1.0 <br /> 0.9 <br /> 12 08 <br /> 1.0 0.7 <br /> 0.6 <br /> 0-8 0.5 <br /> 0.6 • 0.40.4 • <br /> � 0.3 <br /> 02 <br /> 0.2 0.1 <br /> 0 0.5 1.0 1.5 2.0 0 0.5 1 it t5 2.0 <br /> Sa(g)vs T(s) Sa(g)vs T(s) <br /> Data Accessed: Tue Apr 01 2025 <br /> Date Source: <br /> USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for <br /> site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. <br /> 3 <br /> https://ascehazardtool.org/ Page 2 of 3 Tue Apr 01 2025 <br />