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Subject: <br />Job No: Page:1 <br />Engineer: Date:7/9/24 <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) <br />2. Governing Codes <br />2.1 2022 California Building Code <br />2.2 ASCE 7−16 Minimum Design Loads For Buildings & Other Structures <br />2.3 ACI 318−19 Building Code Requirements for Structural Concrete <br />2.4 AISC 360−16 Steel Construction Manual, 15th Edition <br />2.5 AISI S100−16 North American Standard for the Design of Cold−Formed Steel Structural Members <br />3. Material Specification <br />Structural Channel:A36 (Fy = 36 ksi) <br />Structural W−Shape:A992 (Fy = 50 ksi) <br />Structural Angle:A36 (Fy = 36 ksi) <br />Plates:A36 (Fy = 36 ksi) <br />HSS Tube:A500, Grade B (Fy = 46 ksi) <br />Cold Formed Steel:A1003, Grade 33 (Fy = 33 ksi) <br />Hardware: A325 (Grade 5 can substitute for bearing connections) <br />Collectors.com <br />240575 <br />Wilson <br />Epiq Engineering, LLC <br />2814 Dogwood Place <br />Nashville, TN 37204