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2 , ,, <br /> However,,A[$c,3.41 16 Sec F2.3 also requires validating that the system is capable of withstanding the capacity- <br /> based design provisions. Please indicate on the calculations where this analysis was performed or provide <br /> additional calculations verifying that the proposed system meets these requirements.AISC 341-16 Sec F2.3. <br /> Please refer to Comment Response Letter from Quantum Consulting Engineers dated July 28, 2022. <br /> 4. Please provide design calculations for the required drag strut members and strut connections indicated on <br /> plan Sheet S2.1a/b and detail 6/S5.1 as these a[[ear to be missing from the permit calculation package. It is <br /> unclear from the RISA model provided on page 68 of the permit calculations whether the overstrength factor is <br /> captured in the Basic Load Case or is overstrength factor need to be amplified in the Load Combination as the <br /> Om*EQ load combination only appears to use a factor of 1.0. Please clarify. <br /> Please refer to Comment Response Letter from Quantum Consulting Engineers dated July 28, 2022. <br /> Please feel free to call me at 425-252-2153 if you have any questions. <br /> Sincerely, <br /> 7-0,10/15644- <br /> Todd Bullock, N.C.A.R.B. <br /> Associate Architect <br /> 2812 Architecture <br /> 2812 Colby Avenue Everett WA 98201 <br /> P (425)252-2153 www.2812architecture.com <br />