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,e <br /> MIKE SMITH ENGINEERING JOB# : 11174 <br /> 4 NORTH MAIN STREET, LODI, CA 95240 (209)334-2332 SHEET#: 1 of <br /> Design by: Mike Date: 10-10-11 Checked by: Date: <br /> Revised: Date: 2nd Revision: Date: <br /> mmm I OK'ff E b" M I T H <br /> E NEG" I N E E rKN% I N G 5. <br /> �I <br /> 44590 <br /> TANK ASSESSMENT SEISMIC DESIGN ¢ pC.3_ 2 <br /> Valued r c sT�T CIV <br /> Proj. Location: 2128 Industrial Dr., Stockton, CA 952 OF <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, f =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 1804.2 <br /> Allowable Soil Bearing Pressure= 1.5 ksf <br />