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CITY OF SANTAANA <br />Planning and Building Agency <br />DESIGN CRITERIA <br />BLDG CODE: 2 0 2 2 G G <br />SEISMIC LOAD: ASCE 7-16 <br />WIND LOAD: ASCE 7-16 <br />Approved <br />FOR PERMIT ISSUANCE <br />asierID: <br />.)ate: <br />FOUNDATION: Allowable Soil Pressure=1,000 PSF (DL+LL), Increase by 1/3 for Seismic <br />and Wind Loads <br />CONCRETE: <br />Hard Rods Concrete with Minimum Compressive Strength of 2,S00 PSI <br />at 28 days, TYPE 11 CEMENT, w/c=OA5 <br />BOLTS: <br />Botts Shall Be A307 <br />REINFORCING: <br />#3 & #4 Bars (Grade 10), 95 & Larger [Grade 601 <br />STRUCTURAL STEEL, <br />24,000 PSI, ASTM A572 Grade 50 <br />STRUCTURAL PIPE: <br />24,000 PSI, ASTM A36 <br />PLYWOOD: <br />DFPA Grade Stamped TYPE COX with wderior due <br />PARALLAM: <br />Based On 2.0 E PSI. TRUS JOIST, Fb=2,900 PSI, Fw290 P51, <br />E=2.0X10A6.PSI, (ICC *M-13lM <br />WOOD: <br />Lumber Used in the Work Shall Be DOUGLAS RR LARCH <br />CONCRETE BLOCK: Grade N. Light Weight Units, ASTM C 90 <br />BRICK MASONRY: 'Grade NW. 2,500 p51 Units, ASTM C-62 <br />