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VITMIUM Anchor DesignerTm <br />cmSoftware <br />Version 2.0.5154.211 <br />d.Proleet Information <br />Customer company: <br />Customer contact name: <br />Customer a -mail: <br />Comment: <br />2. Input Data 6 Anchor Parameters <br />General <br />Design melhod:ACl 318-11 <br />Units: Imperial units <br />Anchor Information: <br />Anchor type; Torque controlled expansion anchor <br />Material: Carbon Steel <br />Diameter (Inch): 0.500 <br />Nominal Embedment depth (inch): 2.750 <br />Effective Embedment depth, h.r (inch): 2.250 <br />Code report: ICC -ES ESR -3037 <br />Anchor category: 1 <br />Anchor ductility: Yes <br />horn (Inch): 4.50 <br />c.c (Inch); 6.50 <br />Coin (inch): 4.00 <br />Smo (Inch): 4.00 <br />Load and Geometry <br />Load factor source: ACI 315 Section 9.2 <br />Load combination: U - 0.9D+ 1.0E <br />Seismic design: Yes <br />Anchors subjected to sustained tension: Not applicable <br />Ductility section for tension: D.3.3.4.2 not applicable <br />Ductility section for shear: D.3.3,5.2 not applicable <br />Do factor: 2,5 <br />Apply entire shear load at front row: No <br />Anchors only resisting wind and/or seismic loads: Yes <br />,Figure 1> <br />W1 <br />Company: <br />Mike Smith Engineering, Inc. <br />1 Date: <br />11/14/2015 <br />Engineer: <br />Mike Smith <br />Page; <br />IT <br />Project: <br />S.J. Co. Hazardous Waste Facility -15172 <br />Address: <br />P.O. Box 611, Lodi, CA 95241 <br />Phone: <br />209-334-2332 <br />E -mag: <br />mike@mseng.comcastbiz.net <br />Project description: Waste Oil Tank Anchors <br />Location: <br />Fastening description: Wedge Anchors <br />Base Material <br />Concrete: Normal -weight <br />Concrete thickness, h (inch): 6.00 <br />State: Cracked <br />Compressive strength, T. (psi): 2500 <br />W.,v: 1.0 <br />Reinforcement condition: B tension, B shear <br />Supplemental reinforcement: Not applicable <br />Do not evaluate concrete breakout In tension: No <br />Do not evaluate concrete breakout In shear: No <br />Ignore Edo requirement: Not applicable <br />Bulld-up grout pad: No <br />Base Plate <br />Length x Width x Thickness (Inch): 3.00 x 3.00 x 0.38 <br />,Orb <br />ea <br />Y <br />Ort -Ib <br />MAR 2 2016 <br />UJ: 3:•:IJaLs <br />Input date and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925,560.9000 Fax: 925.847.3871 wwwAmng0e.com <br />