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Appendix B—DeWalt Design Analysis <br /> DEWALT DESIGN ASSIST 1.7.4.0 Page 1 <br /> DIWACT— 2025_02_19 Anchorage IOR Tank <br /> 2/19/2025 <br /> 1,Project Information <br /> Company: <br /> Project Engineer: <br /> Address: <br /> Phone: M: P: <br /> Email: Trevor.Coffinanepsengineers.com <br /> Project Name: Untitled <br /> Project Address: Untitled <br /> Notes: <br /> 2.Selected Anchor Information <br /> Selected Anchor: Pure220+ <br /> Brand: DEWALT <br /> i <br /> Material: V 0 Threaded Rod ASTM F1554 GR 55 <br /> Embedment: her 5.75 in ham 5.75 in <br /> Approval: ICC-ES ESR-5I44 <br /> Issued/Revision: Nov,2024 - <br /> Drill method: Hammer Drilled <br /> 3.Design Principles <br /> Design Method: ACI 318-19 <br /> Load Combinations: Section 5.3 U=0.9(D)+2(E)+1.6(H) <br /> 4.Base Material Information <br /> Concrete: <br /> Type: Cracked Normal Weight Concrete <br /> Strength 5000 psi <br /> Reinforcement: <br /> Edge Reinforcement >=N4 Rebar <br /> Spacing Tension No(Condition B) Shear No(Condition B) <br /> Controls Breakout Tension False Shear False <br /> Base Plate: <br /> Sizing Thickness 0.25 in Length 8 in Width 8 in <br /> Standoff None Height 0 in <br /> Strength 36000 psi <br /> Profile: None <br /> Hole Condition: Dry Hole <br /> Max.Service Temperature: Long Tenn: 110 °F Short Tenn: 130 °F <br /> Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility <br /> project 2405-0007 date 2/25/2025 <br /> Peterson Structural Engineers,Inc. <br /> www.psengineers.com designer TJC sheet 39 of 46 <br /> PSE <br /> S E <br />