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<br /> <br />DESIGN CRITERlA <br /> <br />1. SOIL BEARING PRESSURE: 1500 PSF <br />2. FOOTING MINIMUM BEARING DEPTH: 18" <br />3. CONCRETE MIN. COMPRESSIVE STRENGTH: 2500 PSI <br />4. REINFORCING SHALL CON FORM TO: ASTM 615, GRADE 60 <br />5. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR. <br />a. LIGHT FRAMING (CONSTRUCTION) <br />b. JOIST &PLANKS (N0 .2) <br />c. BEAMS & STRINGERS (NO.1) <br />d. POSTS & TIMBERS (N0.1) <br />6. PLYWOOD SHALL CONFORM TO: PS 1-95, STRUCTURAL 1 <br />7. ALL MATERIALS & WORKMANSHIP TO CONFORM TO <br /> 2022 CALIFORNIA BUILDING CODE. <br />HOLD- 4621 W First <br />St12/19/2024