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Subject: <br />Job No: Page:1 <br />Engineer: Date:3/24/26 <br />1. General Notes <br />1.1 The scope of structural engineering for this project does not cover the surrounding building, <br />existing structures or any life−safety conditions such as egress, occupancy and fire protection. <br />1.2 Means and methods of construction are the sole responsibility of the general contractor. The <br />structure is considered unstable until all structural elements have been fully connected and all <br />safety matters pertaining to installation are the sole responsibility of the general contractor. <br />1.3 All welding shall conform to AWS D1.1, "Structural Welding Code − Steel" <br />1.4 Method of design is Load and Factor Resistance Design (LRFD) unless noted otherwise. <br />2. Governing Codes <br />2025 California Building Code <br />ASCE 7−22 Minimum Design Loads For Buildings & Other Structures <br />ACI 318−19 Building Code Requirements for Structural Concrete <br />AISC 360−22 Steel Construction Manual, 16th Edition <br />AISI S100−16 North American Standard for the Design of Cold−Formed Steel Structural Members <br />3. Material Specification <br />Channel:A36 (Fy = 36 ksi) <br />W−Shape:A992 (Fy = 50 ksi) <br />Angle:A36 (Fy = 36 ksi) <br />Plates:A36 (Fy = 36 ksi) <br />HSS Tube:A500, Grade B (Fy = 46 ksi) <br />Cold Formed Steel:Grade 50 (Fy = 50 ksi) <br />Hardware: A325 Bolts <br />Logomark Fencing <br />251177 <br />Wilson <br />Epiq Engineering, LLC <br />2814 Dogwood Pl <br />Nashville, TN 37204