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IKE SMITH ENGINEERING <br />NORTH MAIN STREET, LODI, CA 95240 (209) 334-2332 <br />Design by: Mike Date: 7-24-17 Checked by: <br />Revised: P(AA C, fkA-, Dater 29 -02nd Revision: <br />JOB #: 17174 <br />SHEET #: 1 of (o <br />Date: <br />Date: <br />MIKE SMITH s �T� <br />ENGINEERING��' <br />Uj <br />0 <br />14ON 31-Z� <br />TANK ANCHORAGE FOR: Ja <br />sl C IN 4a <br />Cal Tank Lines 4TH OF <br />Proj. Location: 3105 EI Dorado St., Stockton, CA <br />A. Codes: CBC 2016 ED. Seismic Category D - Wind Exposure C <br />Wind Speed 110 mph ASCE/SEI 7-10 AISC - 13th ED. <br />AITC - 3rd ED. ACI 318-11 <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 1806.2 <br />Allowablo Soil Bearing Pressure = 1.5 ksf <br />