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Truss Calculations <br />NOTES: <br />All lateral bracing specified is for bracing compression members and must be <br />installed. Top chords are assumed to be laterally braced by roof sheeting or spaced <br />sheeting. Bottom chords are to be laterally braced by 1x4 @10’-0” O.C. maximum or <br />rigid ceiling. <br />1. <br />Verification of design criteria, loading, deflection, framing methods, wind bracing and <br />other lateral bracing that is always required is the responsibility of the Building <br />Designer / Project Engineer. All truss designs must be reviewed and approved by <br />Building Designer / Project Engineer prior to manufacturing. <br />2. <br />Due to variations in weather, lumber dimensions and moisture content at the time of <br />fabrication, the truss manufacturer will not be responsible for dimension variances of <br />¼” or less. <br />3. <br />Do not cut or alter trusses.4. <br />Office: 7509 Madison Ave, Bldg. D Ste 109 Citrus Heights, CA 95610 <br />Mail: PO Box 1027-Orangevale, CA 95662 <br />Phone: (916) 485-4100 <br />CUSTOMER Sowers Construction TRACKING #25-0691 <br />PROJECT Raising Cane's #C1032 DATE 8/27/2025 <br />PLAN Raising Cane's #C1032 DESIGNER Bart Thompson <br />ADDRESS 1303 N Bristol St. <br />Santa Ana, CA