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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 /> DESIGN CRITERIA <br /> GOVERNING CODE: 2019 California Building Code (CBC) <br /> FOUNDATION: Geotechnical report is not available. Use CBC recommended <br /> minimum values. <br /> Allowable Soil Bearing Pressure = 1,500 psf. for gravity loads with <br /> permissible 33% increase for transient loads. <br /> Seismic Design Parameters: (Ref: Appendix A) <br /> Based on ASCE Hazards report, the site characteristics are as <br /> follows: <br /> Site Classification — DDefault <br /> Risk Category — I, II or I I I <br /> SS = 0.769 g S, = 0.294 g <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 /> EXISTING CONCRETE: f,' = 3,000 psi <br /> STRUCTURAL STEEL: AISC 15 th edition <br /> SCOPE OF WORK <br /> Design 132 gal. rectangular tank anchorage. <br />