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p ECEOVE <br /> 2:12AUG 16 2022 <br /> CITY OF EVERETT <br /> August 11, 2022 Permit Services <br /> Re: Building Permit Review Letter <br /> Owner: SNBL LTD <br /> Project Address: 7007 Seaway Blvd <br /> Plan Check No.: B2203-043 <br /> Job. No.: 20c-4249 <br /> To: James Bronder <br /> Everett Building Department <br /> 3200 Cedar Street <br /> Everett, WA 98201 <br /> Permit Review Comments <br /> Dear James Bronder; <br /> ARCHITECTURAL <br /> 1. Electric vehicle charging locations and infrastructure requirements should be shown on the plans.This <br /> appears to be missing on Sheet A1.1. Please note that the State raised the requirement from 5%to 10% in 2021. <br /> IBC 427 <br /> Electrical Vehicle charging stations have been added to the enlarged site plans on A1.2. 34 stalls will <br /> have access to charging stations. <br /> STRUCTURAL <br /> 1. On page 2 of the permit calculations there are 2 different weight take-off values used to estimate the roof <br /> dead load,one for gravity and one for seismic. On page 61 of the calculations,the 14 psf value is utilized for <br /> estimating seismic weight and would appear to underestimate the base shear if used in base hear calculations. <br /> Please clarify and justify such reductions as a reduction of the roof dead load to estimate seismic weight does <br /> not appear to be covered per ASCE 7-16 Sec 12.7.1 and ASCE 7-16 Sec 3.1. <br /> Please refer to Comment Response Letter from Quantum Consulting Engineers dated July 28, 2022. <br /> 2.On page 63 of the permit calculations, it appears that at some grid lines where concrete panels are to be <br /> installed,the panels are intended to "work together" as a unit. Per ACI 318-1418.5.2.2,for concrete panel <br /> connections that are not intended to yield are to be designed to 1.5*Sy. Please verify that such connections that <br /> are not intended to yield are able to resist these prescribed demands. <br /> Please refer to Comment Response Letter from Quantum Consulting Engineers dated July 28,2022. <br /> 3.The steel brace frames are identified as Special Steel Concentrically Braced Frames. On the permit <br /> calculations, it appears that the sizing of the system was performed utilizing the load combinations of IBC 1605. <br /> 2812 Colby Avenue Everett WA 98201 <br /> P (425)252-2153 www.2812architecture.com <br />