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Subject: <br />Job No: Page:2 <br />Engineer: Date:3/24/26 <br />4. Project Information <br />Prepared By: Jack Wilson, P.E. <br />Engineer of Record: Jordan Tlumak, P.E. <br />Project Name: Logomark Fencing <br />Project Address: 603 W Dyer Rd <br />Santa Ana, CA 92707 <br />Design for Storage: No <br />5. Design Loads <br />Gravity Loads <br />2" opening with 9 ga wire chain link: 0.73 psf (Dead Load) <br />Interior Walls and Partitions: 5 psf (Live Load) <br />Interior Walls and Partitions Reduced: 1.25 psf (Live Load) − Conservatively assuming 75% open (25% solid area) <br />Seismic Weight <br />2" opening with 9 ga wire chain link: 0.73 psf <br />Total: 0.73 psf <br />Seismic Loads <br />X−Dir: 0.840 psf <br />Y−Dir: 0.840 psf <br />Epiq Engineering, LLC Logomark Fencing <br />2814 Dogwood Pl 251177 <br />Nashville, TN 37204 Wilson