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MIKE SMITH ENGINEERING JOB 9: 17174 <br /> NORTH MAIN STREET,LODI, CA 95240 (209)334-2332 SHED I'#: I of <br /> Design by: Mike Date: 7-24-17 Checked by: Date: <br /> Devised: PWL CU Date: 2nd Revision; Date: <br /> MICE SMITH <br /> ENGINEERING <br /> TANK ANCHORAGE FOR: <br /> Cal Tank lines ����� N <br /> Erol. Location: 3106 Irl Dorado St,, Stockton, CA <br /> A. Codes: CBC 2016 ED. Seismic Category 2-Wired Exposure C <br /> Wind Speed 110 mph ASCEfSEI 7-10 AISC - 13th ED. <br /> AITC - 3rd ED. ACI 318-11 <br /> B.Wood: 6x Members Use DF#1 4x Members Use [)FX1 <br /> 2x Members Use CF*2 Studs Use Construction Grade <br /> Glu-I-arn Bearns Use(24F-V4) <br /> C.steel: Structural Steel, ASTM,6.992, Fy= 50 ksi <br /> Structural Tubing, ASTM A500, Fy=46 ksi <br /> Pipes, ASTM A501, Py= 36 ksi <br /> Gold f=armed, ASTM A-9241A-792 or A-570, Fy= 50 ksi <br /> Nuts and Bolts, use ASTM-A307 <br /> D.Concrete. F=oundations, P`r,=2500 psi Columns, rc= 3000 psi <br /> Wails, Fc= 31300 psi <br /> E. CMU Bio,-, ,- ASTM C-90 Grade N_, Fm = 1500 psi, Mortar Type S <br /> Grout&S Days f c=2000 psi <br /> F. Reinforcing., ASTM-615:#4 and Smaller Grade 40, #5 and Larger Gracie 60 <br /> G. Soils Data: Peport by C8C Table 1806,2 <br /> Allowable Soil Be; rTing Pressure= 1.5 ksf <br />