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DESIGN CRITERIA <br />1.1 BUILDING CODES: 2021 IBC, 2022 CBC, ASCE 7-16 <br />1.2 GRAVITY DESIGN: <br />ROOF LOADING <br />DEAD LOAD (PSF)15 <br />LIVE LOAD (PSF)20 <br />1.3 LATERAL DESIGN: <br />WIND LOADING <br />Ultimate Wind Speed (3s – Gust) 95 mph <br />Risk Category II <br />Exposure Category C <br />SEISMIC LOADING <br />Occupancy Category II <br />SS, SDS 1.322, 1.057 <br />Soil Site Class D <br />Seismic Design Category D <br />System Overstrength, Ωo 1.5 <br />R 1.5 <br />CS 0.72 <br />Lateral Force Resisting System Cantilevered Column <br />Analysis Procedure EQLF Method <br />2.1 FOUNDATION DESIGN: <br />TRADITIONAL FOUNDATIONS DESIGNED IN CONFORMANCE <br />WITH RECOMMENDATIONS, CBC2013. ALL EXTERIOR <br />FOOTINGS SHALL EXTEND A MINIMUM DEPTH OF 24” BELOW <br />GRADE. ALLOWABLE DEAD PLUS LIVE LOAD SOIL PRESSURE, <br />1500 PSF. <br />3.1 CONCRETE AND REINFORCING DESIGN: <br />CONCRETE: FOOTINGS AND SLABS ON GRADE F’C = 2500 PSI. <br />REBAR ASTM A615 GRADE 60 (FY = 60 KSI). <br />Concrete Strength @28 days (ACE 318-10 specifications) <br />Foundation f’c = 2500 psi <br />Grade Beams f’c = 3000 psi <br />Columns f’c = 3000 psi <br />302 E Santa Clara Ave <br />9/25/2024