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CITY OF SANTA ANA <br />Planning and Building Agency <br />DEWALT DESIGN ASSIST 1.7.8.1 <br />Page 2 <br />DEWALT <br />Appr <br />Anchors <br />FOR PERMI <br />3/23/2026 <br />S.Geometric Conditions <br />T' <br />Ma r <br />Date: <br />` e%. Y <br />X <br />hslab 6 <br />in hmin 5.750 in <br />Edge Cx- oo <br />in Crain 2.750 in <br />Edge Cx+ oo <br />in Cac 10.000 in <br />Edge Cy- oo <br />in Smin 4.000 in <br />Edge Cy+ oc <br />in <br />6.Summary Results <br />Tension Loading <br />Design Proof <br />Demand(lb) Capacity(lb) Utilization <br />Status <br />Critical <br />Steel Strength: <br />1288.70 7834.00 0.165 <br />OK <br />Concrete Breakout Strength: <br />2577.00 3424.00 0.753 <br />OK <br />Controls <br />Pullout Strength: <br />1289.00 2133.00 0.604 <br />OK <br />Shear Loading <br />Design Proof <br />Demand(lb) Capacity(lb) Utilization <br />Status <br />Critical <br />Steel Strength <br />62.00 3130.00 0.020 <br />OK <br />Controls <br />Pryout Strength <br />247.00 13867.00 0.018 <br />OK <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 />