Laserfiche WebLink
RP ASSOCIATES, INC. PROJECT: 8288 S EI Dorado St. French Camp, CA <br /> CONSULTING ENGINEERS SHEET N0. OF JOB NO. 21-16 <br /> 140 MAYHEW WAY, SUITE 507 <br /> PLEASANT HILL, CA 94523 CALCULATION BY: R. Patel DATE 04130/2021 <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 <br /> loads with 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 — DIDefault <br /> Risk Category — I, II or I II <br /> SS = 0.769g S, = 0.294g <br /> Fa = 1.200 FPGA = 1.279 <br /> SMS = 0.923 g PGA = 0.321 <br /> SIDS = 0.616g PGAM = 0.41 <br /> le = 1.25 C„ = 1.85 <br /> EXISTING CONCRETE: f,' = 3,000 psi <br /> STRUCTURAL STEEL: AISC 15 th edition <br />