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jose@ramirezstructural.com <br />(562) 519-6045 <br /> <br />Company:RAMIREZ STRUCTURAL Date:2/17/2023 <br />Engineer:JOSE RAMIREZ Page:2/5 <br />Project:24-221 <br />Address:3535 W Garry Ave <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.3.2404.1 <br />Load and Geometry <br />Load factor source: ACI 318 Section 5.3 <br />Load combination: not set <br />Seismic design: No <br />Anchors subjected to sustained tension: Not applicable <br />Apply entire shear load at front row: Yes <br />Anchors only resisting wind and/or seismic loads: No <br />Strength level loads: <br />Nua [lb]: 670 <br />Vuax [lb]: 0 <br />Vuay [lb]: 900 <br /><Figure 1> <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 />ENGINEERED BY: <br />JOSE RAMIREZ, PE <br /> <br />JOB: 3535 W GARRY AVE <br />JOB NO.: 24-221 <br /> <br /> <br />DATE:05/15/24 <br /> <br />SHEET NO.: 26/29