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Company:Date:7/22/2024 <br />Engineer:Page:1/5 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.0 <br />1.Project information <br />Customer company: <br />Customer contact name: <br />Customer e-mail: <br />Comment: <br />Project description: <br />Location: <br />Fastening description: <br />2. Input Data & Anchor Parameters <br />General <br />Design method:ACI 318-14 <br />Units: Imperial units <br />Anchor Information: <br />Anchor type: Bonded anchor <br />Material: A615 Grade 60 Rebar <br />Diameter (inch): 0.625 <br />Effective Embedment depth, hef (inch): 6.000 <br />Code report: ICC-ES ESR-4057 <br />Anchor category: - <br />Anchor ductility: Yes <br />hmin (inch): 7.50 <br />cac (inch): 11.30 <br />Cmin (inch): 1.75 <br />Smin (inch): 3.00 <br />Base Material <br />Concrete: Normal-weight <br />Concrete thickness, h (inch): 12.00 <br />State: Cracked <br />Compressive strength, f’c (psi): 2500 <br />Ψc,V: 1.0 <br />Reinforcement condition: B tension, B shear <br />Supplemental reinforcement: Not applicable <br />Reinforcement provided at corners: No <br />Ignore concrete breakout in tension: Yes <br />Ignore concrete breakout in shear: No <br />Hole condition: Dry concrete <br />Inspection: Continuous <br />Temperature range, Short/Long: 150/110°F <br />Ignore 6do requirement: Not applicable <br />Build-up grout pad: No <br />Recommended Anchor <br />Anchor Name: SET-3G - SET-3G w/ #5 A615 Gr. 60 Rebar <br />Code Report: ICC-ES ESR-4057 <br />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />Page 29 <br />EPOXY DOWELS TO EXISTING PAD FTG 2701 W McFadden Ave <br />#F-I2/6/2025