Laserfiche WebLink
MIKE SMITH ENGINEERI G JOB#: 09005 <br /> 4 NORTH MAIN STREET, LOD1, CA 95240 (209) 334-2332 SHEET#: 1 of <br /> Design by: 6 IL Date: J 1-23_ Checked by: Date: <br /> Revised: Date: 2nd Revision: Date: <br /> MIKE SMITH <br /> ENGINEERING <br /> HAZARDOUS WASTE TANK ASSESSMENT FOR: <br /> Sanborn Chevrolet <br /> Project Location: 1210 S. Cherokee Ln., Lodi, CA <br /> A.Codes: CBC 2007 ED. Seismic Category.2-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 />