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• Anchor DesignerTM for Company: STRUCTURAL DESIGN <br /> ASSOCIATES Date: 2/17/2023 <br /> Concrete Software Engineer: CHRIS LALONDE Page: 115 <br /> Version 3.3.2404.1 Project: SDA#10052 <br /> Address: 3006 RUCKER AVE EVERETT,WA 98201 <br /> Phone: (425)-339-0293 <br /> E-mail: CLALONDE@SDAEVERETT.COM <br /> w <br /> 1.Prolect information <br /> Project description:MAIN FRONT FT'G HOLDOWN/45e4DE x 6" Comment: <br /> THICK FT'G <br /> Location: <br /> Fastening description: <br /> 2 Input Data&Anchor Parameters <br /> General Base Material <br /> Design method:ACI 318-19 Concrete:Normal-weight <br /> Units:Imperial units Concrete thickness,h(inch):6.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,fc(psi):2500 <br /> Anchor type:Bonded anchor 4J.,v:1.0 <br /> Material:F1554 Grade 36 Reinforcement condition:Supplementary reinforcement not present <br /> Diameter(inch):0.625 Supplemental edge reinforcement:Not applicable <br /> Effective Embedment depth,her(inch):4.500 Reinforcement provided at corners:No <br /> Code report:ICC-ES ESR-4057 Ignore concrete breakout in tension:No <br /> Anchor category:- Ignore concrete breakout in shear:No <br /> Anchor ductility:Yes Hole condition:Dry concrete <br /> hmin(inch):5.88 Inspection:Continuous <br /> ce.(inch):10.19 Temperature range,Short/Long:150/110°F <br /> Cwi (inch):1.75 Reduced installation torque(for AT-3G):Not applicable <br /> Smin(inch):3.00 Ignore 6do requirement:Not applicable <br /> Build-up grout pad:No <br /> Recommended Anchor <br /> Anchor Name:SET-3GTM-SET-3G w/5/8"0 F1554 Gr.36 <br /> Code Report:ICC-ES ESR-4057 <br /> O � <br /> Input data 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 www strongtie.com <br />