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3000 ROCKEFELLER AVE ADMIN BLDG WEST 2022-05-13
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3000 ROCKEFELLER AVE ADMIN BLDG WEST 2022-05-13
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5/13/2022 10:40:58 AM
Creation date
10/15/2021 9:33:59 AM
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Address Document
Street Name
ROCKEFELLER AVE
Street Number
3000
Tenant Name
ADMIN BLDG WEST
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0 0 <br />Mr. Mark Thunberg <br />Snohomish County Property Management <br />Plan Check Number: B1802-011, First Review (Structural) <br />June 18, 2018 <br />design, and verified when the elevator design drawings are submitted for review. See IBC <br />Sections 1603.1.8 and 1607.9.1. <br />b. The connections between the elevator guide rails and the structural framing are typically <br />the responsibility of the engineer -of -record for the building system. At a minimum, <br />connection details between the rail bracket and structural framing are required. <br />Calculations and details for the elevator connections to the structural framing should be <br />submitted for review. The design shall consider concurrent multi -directional loading as <br />determined by the elevator manufacturer. The required locations and maximum spacing <br />for the connection points should be specified in the structural drawings. See IBC Section <br />107.2.1 and 1604.4. <br />c. The building structure (i.e., elevator shaft and supporting floor framing) that supports <br />components of the elevator system is included in the current submittal drawings. <br />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 />d. The structural calculations shall be performing using the appropriate load combinations <br />including live and seismic loading per IBC Section 1605.2. In addition, documentation shall <br />be submitted verifying the nominal loads have been increased for impact effects per IBC <br />Section 1607.9.1. The application of the live load factors in the load combinations does not <br />satisfy this requirement. <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 / Commercial Plans Examiner <br />(425)257-8813 <br />dmartin@everettwa.gov <br />S:\BMartin\2018\BI802-011—Rl-STR.docx <br />age11of11 <br />CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425) 257-8810 . Fax (425) 257-885 <br />
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