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MIKE SMITH ENGINEERING JOB 4: 13216 <br /> 4 NORTH MAIN STREET, LODI,CA 95240(209)334-2332 SHEET M 1 of <br /> Design by: Mike Date: 12-11-13 Checked by: Date: <br /> Revised: Date: 2nd Revision: Date: <br /> MIKE SMITH <br /> ENGINEERING' ,.., <br /> WASTE OIL TANK ANCHORAGE FOR: <br /> Sanborn Chevrolet <br /> Proj. Location: 1210 Cherokee Ln., Lodi, CA <br /> A.Codes: CBC 2010 ED. Seismic Category D-Wind Exposure C <br /> Wind Speed 85 mph ASCE/SEI 7-05 AISCM- 13th ED. <br /> AITCM-3rd ED. ACI 318-05 <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 fc=2000 psi <br /> F. Reinforcing: ASTM -615: #4 and Smaller Grade 40, #5 and Larger Grade 60 <br /> G. Soils Data: Report by CBC Table 1804.2 <br /> Allowable Soil Bearing Pressure= 1 5 ksf <br /> RECEIVEL., <br /> MAR 2 7 2015 <br /> ENVIRONMENTAL_ <br /> HPVTu ncojOTAACAIT <br />