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MIKE SMITH ENGINEERING JOB# : 17174 <br /> 4 NORTH MAIN STREET, LODI, CA 95240(209) 334-2332 SHEET#: 1 of <br /> Design by: Mike Date: 7-24-17 Checked by: Date: <br /> Revised: PL41 CACCI, Dater 29-02nd Revision: Date: <br /> �F SSIOPJ <br /> MIKE SMITH6� S /T FycON� <br /> 0 <br /> ENGINEERING 0CC <br /> a m9 <br /> TANK ANCHORAGE FOR: * f� <br /> Cal Tank Lines sTgrfi oFv�a`��o� <br /> Proj. Location: 3105 EI Dorado St., Stockton, CA <br /> A.Codes: CBC 2016 ED. Seismic Category D-Wind Exposure C <br /> Wind Speed 110,mph ASCE/SEI 7-10 RISC- 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 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 1806.2 <br /> Allowable Soil Bearing Pressure= 1.5 ksf <br />