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MIKE SMITH ENGINEERING JOB#: 09005 <br /> 4 NORTH MAIN STREET, I.ODI, CA 95240(209) 334-2332 SHEET#: 1 of <br /> Design by: _ Date: 1'23-� Checked by: Date: <br /> Revised: Date: 2nd Revision: Date: <br /> s <br /> MIKE SMITH % <br /> � �P Fin <br /> ENGINEERING . s� <br /> N 4 0 <br /> HAZARDOUS WASTE TANK ASSESSME OR: p 1-10 ,k <br /> Sanborn Chevrolet slal c►vo, <br /> F OF Opp\F�� <br /> Project Location: 1210 S. Cherokee Ln., Lodi, C <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 />