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f <br /> PIOUIRO WE <br /> CRITFRIUM <br /> ENGINEERS <br /> Date 07/03/2024 <br /> Re: B2402-040 Permit Review <br /> Ben Monk PE <br /> Plans Examiner <br /> Permit Services <br /> Everett, WA 98201 <br /> Thank you for clarifying the deficiencies in my previous submittal. <br /> Page 1 all reference to other standards have been removed and replaced with the Door Schedule. <br /> Item 4: The rational is using similar material, A36 steel and comparing the moments of Inertia <br /> (Figure 1). The values for the shoe are higher than the C7x12.25. <br /> AL <br /> C .1 s yS X 1 Y,3 7s3� <br /> �YO,9? <br /> t C13YSX 12J7) IS;3Q 7C3Yy <br /> Figure 1 <br /> ction <br /> not <br /> Item 6: The materials used are Test in IBC201'8 Section 1705nPage 2onents i lof 52 has anda tequtdi•emetntgoe1, <br /> Special Inspection and <br /> temporary bracing to support the load during construction. <br /> Independently Owned and Operated <br /> 19125 North Creek Parkway, Suite 120/ Bothell,WA 98011 p <br /> TF: 800.945.4189/O: 425.486.4000/criterium•pioli-rowe.com <br />