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737 North Line— 40-036 Tower Relocations <br /> KPFF Proj. No. 2300708 qjffPermit Submittal <br /> 1601 Sth Avenue,Suite 1600 Structural Calculations— Design Package 36.01 <br /> Seattle,WA 98101 206 622.5822 <br /> DESIGN SUMMARY <br /> Date: 0112312024 <br /> By: JWS <br /> Design Cold-Formed Steel Framing Design <br /> This section covers the gravity and lateral design of interior, non-load bearing cold-formed steel <br /> framing to accommodate a new opening through an existing interior partition wall located in the <br /> Level 1 Kellerman Crib area of the 40-36 building. Partition framing was assumed to span full- <br /> height to bottom of slab above. <br /> The new jamb, header, and above-header infill framing was designed for wall assembly self- <br /> weight, a 16 psf wind interior pressure, and a non-concurrent 5 psf building interior pressure. <br /> Seismic loading was calculated in accordance with ASCE 7-16 Chapter 13 provisions, though <br /> seismic loading was determined not to control. <br /> The following deflection criteria were imposed: L/360 for gravity loads and L/240 for lateral <br /> loads. These design criteria meet or exceed minimum requirements noted in Boeing Everett <br /> General Engineering Requirements Section 2.3.3.1.6. <br /> Designs were performed using Simpson Strong-Tie CFS Designer software and are in <br /> conformance with provisions of AISI S100-16. Jamb fastening with concrete screw anchors was <br /> designed using Simpson Strong-Tie Anchor Designer. <br /> Refer to the following pages for an example calculation of each component. <br /> A01 <br />