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7.A. - Page 292 <br /> 2010 CBC Seismic Design Parameters <br /> Design Parameter Recommended Value <br /> Site Class (Table 1613.5.2) D <br /> SS (Figure 1613.5(3)) (g) 1.723 <br /> S, (Figure 1613.5(4)) (g) 0.808 <br /> Fa (Table 1613.5.3(1)) 1.00 <br /> F� (Table 1613.5.3(2)) 1.50 <br /> SMS (Equation 16-36) (g) 1.723 <br /> SM, (Equation 16-37) (g) 1.212 <br /> SoS (Equation 16-38) (g) 1.149 <br /> So, (Equation 16-39) (g) 0.808 <br /> CLOSURE <br /> Unless specifically superseded in this addendum, the recommendations in the above- <br /> referenced geotechnical reports remain applicable. This document is intended to <br /> provide specific recommendations for the subject project. Accordingly, it cannot be <br /> considered an independent document, as it does not contain adequate background <br /> information. This document is directed only to the personnel with detailed knowledge <br /> of the subject project. Please attach this addendum to the above-referenced <br /> geotechnical report. The conclusions and recommendations presented in this <br /> addendum were prepared under the conditions and limitations presented in our <br /> above-referenced October 26, 2006 report. <br /> We trust this information meets your current needs. We appreciate the opportunity to <br /> be of professional service to you on this project. If you have any questions or require <br /> additional information, please do not hesitate to contact the undersigned. <br /> Respectfully submitted, Y0.or�����-, <br /> �cRy��;, <br /> KLEINFELDER WEST, IN / � � � <br /> � _ ; � o�GE * / ' / � <br /> � r� � � � �'� —r���!��� <br /> \ '�c.�` ��� _ �. . :�:� <br /> rF�' - �/ <br /> Brian E. Crystal, P.E., G.E. -JFCA�'t � Donald G. Gray, P.E., G.E. <br /> Project Manager �� Principal Geotechnical Engineer <br /> 127119/IRV12L0328 Page 3 of 3 May 10, 2012 <br /> Copyright 2012 Kleinfelder <br /> KLEINFELDER ?Ada,Suite 250, Irvine, CA 92618 p �949.727.4466 f�949.727.9242 <br />