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MIKE SMITH ENGINEERING JOB# : 19032 <br /> 4 NORTH MAIN STREET, LODI, CA 95240 (209) 334-2332 SHEET#: 1 of 1 <br /> Design by: Mike Date: 4-8-19 Checked by: Date: <br /> Revised: Date: 2nd Revision: <br /> MIKE SMITHNm. CQ 0 <br /> P 3 -20� �k <br /> ENGINEERIN <br /> � 4F C gL.lka� <br /> TANK ANCHORAGE FOR: <br /> Super Lube Oil Change & Market <br /> Proj. Location: 1170 Lincoln Blvd., Tracy, CA <br /> A. Codes: CBC 2016 ED. Seismic Category D -Wind Exposure C <br /> Wind Speed 110 mph ASCE/SEI 7-10 AISC - 13th ED. <br /> AITC - 3rd ED. ACI 318-14 <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, f'c= 3000 psi <br /> Walls, f'c= 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 Grade 60 <br /> G. Soils Data: Report by CBC Table 1806.2 <br /> Allowable Soil Bearing Pressure = 1.5 ksf <br />