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MIKE SMITH ENGINEERING <br />4 NORTH MAIN STREET, LODI, CA 95240 (209) 334-2332 <br />Design by: Mike Date: 11-13-15 Checked by: <br />Revised: <br />Date: 2nd Revision: <br />JOB #: <br />SHEET #: <br />Date: <br />MIKE SMITH <br />ENGINEERING `0. � 45 <br />ter. ClV1L <br />WASTE ANTIFREEZE TANK ANCHORAGE FORyTF -- <br />San Joaquin Co. Hazardous Waste Fac <br />Proj. Location: 7850 RA Bridgeford St., Stockton, CA <br />A. Codes: CBC 2013 ED. Seismic Category D - Wind Exposure C <br />Wind Speed 110 mph ASCE/SEI 7-10 AISC - 13th ED. <br />AITC - 3rd ED. ACI 318-11 <br />B. Wood: 6x Members Use DF#1 4x Members Use DF#1 <br />2x Members Use DF#2 Studs Use Construction Grade <br />Glu -Lam Beams Use (24F -V4) <br />C. Steel: Structural Steel, ASTM A992, Fy = 50 ksi <br />Structural Tubing, ASTM A500, Fy = 46 ksi <br />Pipes, ASTM A501, Fy = 36 ksi <br />Cold Formed, ASTM A -924/A-792 or A-570, Fy = 50 ksi <br />Nuts and Bolts, use ASTM -A307 <br />D. Concrete: Foundations, fc = 2500 psi Columns, fc = 3000 psi <br />Walls, fc = 3000 psi <br />E. CMU Block: ASTM C-90 Grade N., fm = 1500 psi, Mortar Type S <br />Grout @28 Days f = 2000 psi <br />F. Reinforcing: ASTM - 615: #4 and Smaller Grade 40, #5 and Larger Grade60 <br />G. Soils Data: Report by CBC Table 1806.2 <br />Allowable Soil Bearing Pressure= 1.5 ksf <br />u <br />-10 <br />m <br />