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CITY OF SANTA ANA <br />Planning and Building Agency <br />DEWALT DESIGN ASSIST 1.7.8.1 <br />Page 1 <br />DEWALT <br />Appr <br />Anchors <br />FOR PERMI <br />3/23/2026 <br />(.Project Information <br />r <br />MaIIIW: -7. „ <br />Company: <br />P <br />ate: <br />Project Engineer: <br />Jack Wilson <br />Address: <br />Tennessee 37204 <br />Phone: <br />M: P: <br />Email: <br />jack@epigengineering.com <br />Project Name: <br />Untitled <br />Project Address: <br />Untitled <br />Notes: <br />2.Selected Anchor Information <br />Selected Anchor: <br />Power -Stud+ SD2 <br />Brand: <br />DEWALT� <br />Material: <br />1/2" G Medium Carbon Steel <br />Embedment: <br />hef 3.25 in hnom 3.75 in <br />Approval: <br />ICC-ES ESR-2502 <br />Issued/Revision: <br />May,2025 - <br />Drill method: <br />Hammer Drilled <br />3.Design Principles <br />Design Method: <br />ACI 318-19 <br />Load Combinations: <br />Section 5.3 User Defined Loads <br />Seismic Loading: <br />Tension 17.10.5.3(d) Shear 17.10.6.3(c) 92o 2.5 <br />4.Base Material Information <br />Concrete: <br />Type: <br />Cracked Normal Weight Concrete <br />Strength <br />2500 psi <br />Reinforcement: <br />Edge Reinforcement <br />None or < #4 Rebar <br />Spacing <br />Tension No (Condition B) Shear No (Condition B) <br />Controls Breakout <br />Tension False Shear False <br />Base Plate: <br />Sizing <br />Thickness 0.375 in Length 6 in Width 6 in <br />Standoff <br />None Height 0 in <br />Strength <br />36000 psi <br />Profile: <br />PIPE SCHEDULE 40 2-1/2" <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 />wed <br />ISSUANCE <br />