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Round 1 Bowling and Amusement 12/09/2024 Paradigm Design <br />Main Place Mall Expansion Grand Rapids, MI <br />Santa Ana, California <br />Project #2309147GR <br />COLD-FORMED METAL FRAMING 05 4000 - 3 <br />1.AWS D1.1/D1.1M, "Structural Welding Code - Steel." <br />2.AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel." <br />1.6 DELIVERY, STORAGE, AND HANDLING <br />A.Protect and store cold-formed steel framing from corrosion, moisture staining, deformation, and other <br />damage during delivery, storage, and handling as required in AISI S202. <br />PART 2 - PRODUCTS <br />2.1 MANUFACTURERS <br />A.Manufacturers: Subject to compliance with requirements, provide products by one of the following: <br />1.ClarkDietrich. <br />2.Marino\WARE. <br />3.Steel Network, Inc. (The). <br />4.United Metal Products, Inc. <br />2.2 PERFORMANCE REQUIREMENTS <br />A.Delegated Design: Engage a qualified professional engineer, as defined in Section 01 4000 "Quality <br />Requirements," to design cold-formed steel framing. <br />B.Structural Performance: Provide cold-formed steel framing capable of withstanding design loads within <br />limits and under conditions indicated. <br />1.Design Loads: As indicated on Drawings. <br />2.Deflection Limits: Design framing systems to withstand design loads without deflections greater <br />than the following: <br />a.Exterior Load-Bearing Wall Framing: Horizontal deflection of 1/360 of the wall height. <br />b.Interior Load-Bearing Wall Framing: Horizontal deflection of 1/360 of the wall height under <br />a horizontal load of 5 lbf/sq. ft.. <br />c.Exterior Non-Load-Bearing Framing: Horizontal deflection of 1/360 of the wall height. <br />d.Interior Non-Load-Bearing Framing: Horizontal deflection of 1/360 of the wall height under <br />a horizontal load of 5 lbf/sq. ft.. <br />e.Floor Joist Framing: Vertical deflection of 1/360 for live loads and l/240 for total loads of the <br />span. <br />f.Ceiling Joist Framing: Vertical deflection of 1/360 of the span for live loads and 1/240 for <br />total loads of the span.