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EV E R E T T July 20, 2022 <br />WASHINGTON Adam Clark <br />adam@2812architecture.com <br />2812 Colby Ave <br />Everett, WA 98201 <br />Owner: SNBL LTD <br />Project Address: 7007 Seaway Blvd <br />Plan Check No: B2203-043 <br />RE: Building Permit Review Letter <br />Dear Adam, <br />In response to the application for a building permit, the plans have been <br />examined and you are advised that revisions may be necessary before a permit <br />can be issued. Please review and respond to the comments below. <br />ARCHITECTURAL <br />1. Electric vehicle charging locations and infrastructure requirements should be <br />shown on the plans. This appears to be missing on Sheet A1.1. Please note that <br />the State raised the requirement from 5%to 10% in 2021. IBC 427 <br />STRUCTURAL <br />1. On page 2 of the permit calculations there are 2 different weight take -off <br />values used to estimate the roof dead load, one for gravity and one for seismic. <br />On page 61 of the calculations, the 14 psf value is utilized for estimating seismic <br />weight and would appearto underestimate the base shear if used in base hear <br />calculations. Please clarify and justify such reductions as a reduction of the roof <br />dead load to estimate seismic weight does not appear to be covered per ASCE <br />7-16 Sec 12.7.1 and ASCE 7-16 Sec 3.1. <br />2. On page 63 of the permit calculations, it appears that at some grid lines <br />where concrete panels are to be installed, the panels are intended to "work <br />together" as a unit. Per ACI 318-14 18.5.2.2, for concrete panel connections <br />that are not intended to yield are to be designed to 1.5*Sy. Please verify that <br />such connections that are not intended to yield are able to resist these <br />PERMIT SERVICES <br />prescribed demands. <br />Q3200 Cedar Street <br />3. The steel brace frames are identified as Special Steel Concentrically Braced <br />Everett, WA 98201 <br />Frames. On the permit calculations, it appears that the sizing of the system was <br />O425.257.8810 <br />performed utilizing the load combinations of IBC 1605. However, AISC 341-16 <br />425.257.8857 fax <br />Sec F2.3 also requires validating that the system is capable of withstanding the <br />capacity -based design provisions. Please indicate on the calculations where this <br />® everetteps@everettwa.gov <br />analysis was performed or provide additional calculations verifying that the <br />everettwa.gov/permits <br />proposed system meets these requirements. AISC 341-16 Sec F2.3. <br />Page 1 of 2 <br />