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CITY OF SANTA ANA <br />Planning and Building Agency <br />DEWALT DESIGN ASSIST 1.7.8.1 <br />Page 3 <br />DEWALT <br />Appr <br />Anchors <br />FOR PERMI <br />3/23/2026 <br />7.Warnings and Remarks <br />Ma <br />ANCHOR DESIGN CRITERIA IS SATISFIED <br />• The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in. Therefore, <br />you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. <br />Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an design <br />professional/engineer, particularly with regard to compliance with applicable standards, norms and permits, prior to using them <br />for your specific project. The DDA Software serves only as an aid to interpret standards, norms and permits without any <br />guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. <br />• Verification of a sufficiently stiff base plate in respect to base plate deformations is not performed by the DDA Software, this <br />check should be done by a design professional/engineer outside of the DDA Software. The DDA base plate thickness analysis is <br />based on a proof of stresses, the base plate is assumed to not deform under load actions. <br />• Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to <br />seismic design categories C, D, E and F. <br />• Under these seismic conditions, the direction of shear may not be predictable. In accordance with ACI 318 the full shear force <br />should be assumed also in reverse direction for a safe design. Load reversal may influence the direction of the controlling <br />concrete breakout strength. <br />8.Load Condition <br />Design Loads / Actions Z <br />Nu -184.0 lb Vux 0.0 lb Vuy 247.0 lb <br />N. Y <br />Muz 0.0 in -lb Mux 12192. in -lb Muy 0.0 in -lb �M� 1.1 <br />Consider Load Reversal 0 <br />X Direction 100% Y Direction 100% I •�My <br />M v i• <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 />