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� s <br /> r <br /> MIKE SMITH ENGINEERING JOB# : 99002 <br /> 4 NORTH MAIN STREET, LODI, CA 95240(209) 334-2332 SHEET#: <br /> Design by: Mark Date: 1/5/99 Checked by: Mike Date: <br /> Revised: 2nd Revision: <br /> MRRTpp MN� <br /> �ullV�u���Wllu�V �G S <br /> PROPOSED TANK BOYANCY CALCULATIONS FOR: p <br /> Ernie's General Store <br /> Project Location: 4407 E. Waterloo Road, Stockton, �FCALIF� <br /> Builder: Henderson Construction Company <br /> A. Codes: UBC 1994 Edition-Seismic Zone 3 -Wind Exposure C, 75 mph <br /> AISCM -9th Edition AITCM -3rd Edition <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 A36, Fy= 36 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 U.B.C. Table 29-B <br /> Allowable Soil Bearing Pressure= 1.0 ksf <br />