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00 <br /> RP ASSOCIATES, INC. PROJECT: 8288 S EI Dorado St. French Camp, CA <br /> CONSULTING ENGINEERS SHEET N0. OF JOB N0. 21-15 <br /> 140 MAYHEW WAY, SUITE 507 <br /> PLEASANT HILL, CA 94523 CALCULATION BY: R. Patel DATE 0811612021 <br /> GRAVITY LOAD <br /> EQUIPMENT <br /> Equipment data provided by the manufacture. (Ref: Appendix B) <br /> TRANSIENT LOAD <br /> WIND LOAD (ASCE 7-16) <br /> Not Critical by Inspection. <br /> SEISMIC LOAD <br /> SITE CHARACTERISTICS ASCE 7-16 <br /> Ref: ASCE Hazard Report Appendix A <br /> Site Classification - DDefault <br /> Risk Category — I, II or I I I <br /> SS = 0.769g S, = 0.294g <br /> Fa = 1.200 FPGA = 1.279 <br /> SMS = 0.923 g PGA = 0.321 <br /> SDS = 0.616g PGAM = 0.41 <br /> le = 1.25 Cv = 1.85 <br /> FLOOR SUPPORTED TANK (Section 15.7, ASCE 7-16) <br /> Design tank anchorage as rigid non-building structures <br /> V = 0.3 * SDS * W * le (15.4.5 ASCE 7-16) <br /> Risk Category — II I <br /> le = 1.25 <br />