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2058 S Oak St. 2025-051 <br />Project Project No. <br />CALCULATION SUBJECT Hung Nguyen, S.E 10/09/25 Page: 4 Of: 33 <br />Subject By Date <br /> <br />BASIS OF DESIGN: <br />CODES <br />2022 California Building Code <br />FOUNDATIONS <br />Soils report by: Use code minimun <br /> <br />Footing Min. Ftg. Width. Min. Ftg. Embed. Allow. Bearing <br />Pressure <br />Continuous Footing 18 inches 24" below grade 1500 psf <br />Pad Footing 24 inches 24" below grade 1500 psf <br /> <br /> <br /> <br /> <br />MATERIALS <br />CONCRETE: <br />Design compressive strength at 28 days shall be as follows: <br /> <br /> Footings fc’ = 2,500 psi <br /> Slab on grade fc’ = 2,500 psi <br /> <br /> <br />REINFORCING STEEL: <br /> (ASTM A615 Grade 60) fy = 60 ksi <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />