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• <br /> • • <br /> Ms. Finsch <br /> Tiscareno Associates <br /> Plan Check Number: B1801-032, First Review <br /> March 13, 2018 <br /> f. Calculations substantiating the design of the structure to support the elevator loads <br /> concurrently with other loads should be submitted for review. The calculations should <br /> include the evaluation of deflection limits per IBC Section 1607.9.1. The design shall <br /> consider concurrent multi-directional loading as determined by the elevator manufacturer. <br /> See IBC Sections 1604.2 and 1605. <br /> g. The elevator shafts extend through four stories of wood-framed structure. Calculations <br /> substantiating that shrinkage of the structure will not adversely affect the performance of <br /> the elevator should be submitted for review. The elevator rails should be evaluated for <br /> induced axial loads or provided with connections that allow for vertical differential <br /> movement. See IBC Section 2304.3.3. <br /> This review has been performed for general compliance with the building codes as adopted and <br /> amended by the state of Washington and the city of Everett. Corrections and comments made <br /> during the review process do not relieve the project from compliance with code and permit <br /> requirements. The designers-of-record are responsible for a complete design in accordance with <br /> the laws of the state of Washington. <br /> If you have any questions or require additional clarification, please contact us. <br /> Respectfully, <br /> Drew Martin, P.E., S.E. <br /> Associate Engineer/ Plans Examiner <br /> (425)257-8813 <br /> dmartin@everettwa.gov <br /> S:\BMartin\2018\131801-032_R1-STR.docx <br /> a e11of11 <br /> CITY OF EVERETT • 3200 Cedar Street • Everett,WA 98201 • (425) 257-8810 • Fax(425) 257-8 <br />