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603284-001 <br />Design Peak Ground Acceleration <br />Plots and tables resulting from the analyses are provided at the rear of this appendix. <br />The contributions of the above mentioned attenuation relationships were averaged to <br />determine both the probabilistic total shaking hazard and the deterministic total shaking <br />hazard for a soil site as shown in this appendix. These parameters, along with the <br />values determined by code, were used to develop the design peak ground acceleration <br />(PGA). Based on our site-specific ground motion evaluation, the design PGA for the <br />site was determined to be 0.42g; the MCE PGA for the site was determined to be 0.57g. <br />Site-Specific Response Spectra <br />The site-specific and design response spectra for MCE and DE were determined using <br />the above methodology in accordance with the 2010 CBC. Digitized values for all <br />spectra are provided graphically, Figures D-1 and D-2, and in the following tabular <br />format. <br />Site Specific Response Spectrum Values <br />for Maximum Considered Earthquake (MCE) <br />Period, T Spectral Acceleration <br />(seconds)SaM (9) <br />0.03 (PGA)0.57 <br />0.05 0.70 <br />0.10 1.00 <br />0.11 1.02 <br />0.20 1.23 <br />0.30 1.24 <br />0.40 1.17 <br />0.50 1.11 <br />0.54 1.08 <br />0.60 1.03 <br />1.00 0.76 <br />2.00 0.43 <br />3.00 0.28 <br />4.00 0.20 <br />D-6