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EVERETTJuly20, 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 appear to 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 318-1418.5.2.2,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 prescribed demands. <br /> 9 3200 Cedar Street 3. The steel brace frames are identified as Special Steel Concentrically Braced <br /> Everett,WA 98201 Frames. On the permit calculations, it appears that the sizing of the system was <br /> 425.257.8810 performed utilizing the load combinations of IBC 1605. However,AISC 341-16 <br /> 425.257.8857 fax 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 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 /> 1 <br />