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conjunction with California's Office of Statewide Health Planning Development [OSHPD]) in <br />accordance with ASCE7-16 can be used for the site. <br />· Fa= 1.2 <br />· Fv=null* <br />· Mapped Spectral Accelerations Values: <br />o Ss= 1.278 (for the short period of 0.2 second) <br />o S1=0.457 (for the 1-second period) <br />Maximum Considered Earthquake Spectral Response Accelerations: <br />o SMs FaSs=1.534 (for the short period of 0.2 second) <br />o SM₁ = FvS = null* (for the 1-second period) <br />Design Spectral Response Accelerations: <br />· SDs= 2/3 SM,= 1.022 (for the short period of 0.2 second) <br />· SD1 = 2/3 SM₁ = null* (for the 1-second period) <br />· PGA=0.54 <br />Please see ASCE 7-16, Section 11.4.8. Please see APPENDIX C for additional seismic parameters, <br />as needed <br />Note: In general, the structural consultant of record for this project should review the seismic <br />parameters provided in this report and the 2022 CBC to evaluate the seismic design. Final <br />selection of design coefficients should be made by the structural consultant based on the local <br />laws and ordinances, expected structure response, and the desired level of conservatism. <br />The civil/structural design engineer should consult with the project geotechnical consultant, if <br />additional geotechnical information is needed for structural seismic design. <br />Faults <br />No active faults are known to exist within or near the site. The probability of primary surface <br />rupture or deformation at the site is, therefore, considered very low. <br />The site is not designated to be located within the Special Studies/Earthquake Zone under the <br />Alquist-Priolo Special Studies Act. <br />Liquefaction Potential <br />Based on the State of California SEISMIC HAZARD ZONES Map, Anaheim Quadrangle, the <br />subject site is located within a potential liquefaction zone. Therefore, the owner(s) of this <br />property should be aware of the risks associated with the potential liquefaction such as <br />structural distress due to the potential differential settlement caused by the potential <br />liquefaction. <br />1927 & 1929 S <br />Hickory St2/12/2025