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,40 <br /> ECEOVE;\ <br /> L a KEVIEW <br /> October 13, 2023 OCT 3 1 2023 Li STRUCTURAL <br /> CITY OF EVERETT E• : :: RING <br /> Yin Lu Permit Services <br /> City of Everett <br /> 3200 Cedar Street <br /> Everett, WA 98201 <br /> Sent via: Email <br /> Subject: RB2307-001 <br /> Structural Review Comments <br /> Dear Yin, <br /> This letter is in response to your structural comments for the above project. I have copied your questions <br /> below followed by my response in italics. <br /> 1. Please dimension the deck cantilever framing for structural review <br /> a. Deck support centerline is shown on Sheet 3 as 6'-10", Deck dimensions are shown on <br /> Sheet 2 as 8'-0"for a total cantilever distance of 1'-2". Added dimension to Sheet 2 for <br /> clarity. <br /> 2. It appears that shear wall callouts are not on the plans. <br /> a. Shear wall callouts are shown on Sheet 2 (SWJ, SW2, SW2). The shear wall schedule is <br /> shown on Sheet 5. <br /> 3. It appears hold down straps between floors are not shown on the plans. <br /> a. The 2"d floor straps are MSTC40, called out on Sheet 2, 2"d floor plan. <br /> 4. Please provide header to king stud detail per IRC Table 603.7(2), including header size, quantity, <br /> connection. <br /> a. The referenced table is for steel stud framing. There is no IRC table for wood header <br /> fasteners. Header detail added to show king stud requirements. Header sizes are called <br /> out on Sheet 2. <br /> 5. Please provide a fastening schedule per IRC 602.3(1) <br /> a. Fastener schedule added to supplemental sheet SO] <br /> 6. The foundation details on sheet 5 indicate there will be a crawl space but it appears that the lower <br /> level will be on slab on grade according to the foundation plan on sheet 3. Please clarify by <br /> adjusting details to reflect the proposed construction. <br /> a. Added new foundation detail for floor slab <br /> 7. The project appears to include prefabricated roof trusses. See IRC R802.10. The drawings should <br /> include a note specifying the following: <br /> a. The trusses should be designed by a professional engineer licensed int eh state of <br /> Washington. <br /> i. Note included in supplemental sheet S01, deferred submittals section <br /> 10/13/23 520 PM <br />