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DMS Consultants, Inc. <br />June 11, 2024 <br />Project 9230-04 <br />Page 2 <br />b) The recommendations provided in the referenced report comply with 2022 CBC. <br />c)For seismic design of the proposed project in accordance with ASCE 7-16 Standard <br />(Source – USGS Website), we recommend the following: <br />ITEM VALUE <br />Site Longitude (Decimal-degrees) -117.92045 <br />Site Latitude (Decimal-degrees) 33.74784 <br />Site Class D <br />Seismic Risk Category II <br />Peak Ground Acceleration, PGA 0.563g <br />Peak Ground Acceleration (Modified), PGAM 0.619g <br />Mapped Spectral Response Acceleration-Short Period (0.2 Sec) - SS 1.320 <br />Mapped Spectral Response Acceleration-1 Second Period – S1 0.470 <br />Short Period Site Coefficient-Fa 1.00 <br />Long Period Site Coefficient Fv 1.83 <br />Adjusted Spectral Response Acceleration @ 0.2 Sec. Period (Sms) 1.320 <br />Adjusted Spectral Response Acceleration @ 1Sec.Period (Sm1) 0.860 <br /> Design Spectral Response Acceleration @ 0.2 Sec. Period (SDs) 0.880 <br />Design Spectral Response Acceleration @ 1-Sec. Period (SD1) 0.574 <br />The opportunity to be of service is sincerely appreciated. If you have any questions or if we can be <br />of further assistance, please call. <br />Very truly yours, <br />GLOBAL GEO-ENGINEERING, INC. <br />Mohan B. Upasani <br />Principal Geotechnical Engineer <br />RGE 2301 <br />(Exp. March 31, 2025) <br />Enclosures: <br />Terms and Conditions