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4. Please provide design calculations for the required drag strut members and strut connections <br /> indicated on plan Sheet S2.1a/b and detail 6/S5.1 as these a[[ear to be missing from the permit <br /> calculation package. It is unclear from the RISA model provided on page 68 of the permit <br /> calculations whether the overstrength factor is captured in the Basic Load Case or is <br /> overstrength factor need to be amplified in the Load Combination as the Om*EQ load <br /> combination only appears to use a factor of 1.0. Please clarify. <br /> RESUBMITTAL REQUIREMENTS <br /> In order for the processing of your application to continue, it will be necessary to provide the Building <br /> Division with the following items: <br /> ❑ (2) New,complete sets of revised construction documents reflecting the corrections as <br /> required. <br /> ❑ (1) Response letter detailing how the corrections were resolved. <br /> All codes cited refer to the 2018 International Building Code (IBC), 2018 International Existing Building <br /> Code (IEBC),the 2018 International Fire Code (IFC),the 2018 International Mechanical Code (IMC), <br /> and/or the 2018 Washington State Energy Code(WSEC), as amended by the State of Washington and <br /> adopted by the City of Everett. The current IBC referenced standard for accessible design is the 2009 <br /> "Accessible and Usable Buildings and Facilities" (ICC/ANSI A117.1). Federal ADA regulations and <br /> standards may be more restrictive. <br /> These comments address building issues only.Additional revisions or additions may be required by <br /> other departments(such as Utilities,Traffic, Planning or Fire). All required submittals must be of <br /> sufficient detail and information to ensure that the proposed structure will be constructed in <br /> compliance with all adopted codes. <br /> Sincerely, <br /> James Bronder, PE, SE <br /> Associate Engineer <br /> Plans Examiner <br /> NNE <br /> Page 2 of 2 <br />