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IKE SMITH ENGINEERING <br />NORTH MAIN STREET, LODI, CA 95240 (209) 334-2332 <br />JOB #: 091 P9 <br />SHEET #: 1 of <br />Design by: Date: Checked by: Date: <br />Revised: _Date: 2nd Revision: Date: <br />MIKE SMITH Q� `WS�F� <br />ENGINEERING c Nd' 04 90 <br />g►,N���NfA�SM�nK * EXP. - 1-10 ' <br />Nene HAZARDOUS WASTE TANK ASSESSMENT <br />3 13's Truck & Auto Plaza ATF C <br />Project Location: 14749 N. Thornton Rd., Lodi, CA <br />A. Codes: CBC 2007 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 />