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Mr. Michael Snitko <br /> Washington Flippers, LLC <br /> Plan Check Number: CW1910-001, First Structural Review <br /> December 13, 2019 <br /> 12. Detail D/S1 shows a typical foundation for the exterior deck. It is understood from observations <br /> of the as-built conditions that the deck foundation construction does not comply with this detail. <br /> The detail shall be revised to show the actual construction of the foundation, or the foundation <br /> shall be rebuilt to comply with the detail. See IBC Sections 107.2.1 and 1603.1. Foundation <br /> detail has been modified to show that Simpson CBS-66 bracket is also allowed. <br /> 13.The project includes a new exterior wood-framed deck. The framing is specified as pressure- <br /> treated wood. However, it is understood from observations of the as-built conditions that the <br /> framing is not treated or naturally-durable wood. The following comments shall be addressed: <br /> a. The deck construction shall be revised to provide the required treated wood or the framing <br /> shall be protected to prevent exposure. Deck was reframed with treated wood as seen on <br /> last visit <br /> b. The wood notes in the Structural General Notes should include a general statement <br /> requiring all wood exposed to weather to be preservative-treated or naturally-durable wood. <br /> added <br /> c. The wood notes in the Structural General Notes should require the cut ends and surfaces <br /> (e.g., trimmed framing, stair cut-outs, etc.) of preservative-treated wood to be coated with <br /> a preservative treatment complying with AWPA U1. See IBC Sections 2304.12.1 and <br /> 2304.12.2.3. added <br /> Gravity System: <br /> 14.The framing layout on Sheet S1 appears to indicate that the roof construction at the west end <br /> of the building has been completely revised, modifying the original gravity load paths for the <br /> building. The intended load paths are not clear and cannot be verified to be continuous to the <br /> foundation. See IBC Sections 107.2.1, 1603.1, 1604.4, and 1604.4. <br /> a. Revised framing plans should be submitted showing all framing in the load path from the <br /> roof to the foundation. The plans should delineate between new and existing framing using <br /> standard drafting conventions. <br /> b. Sections and details should be provided to clearly show the intended construction. Details <br /> for connections between framing, and for framing to supporting walls, should be included. <br /> c. Structural calculations should be submitted substantiating the capacity of all existing and <br /> new framing in the load path. The calculations shall also substantiate the design of all <br /> connections in the load path. Ceiling framing has been modified as can be seen on the new <br /> construction documents showing layout and section views. Structural drawings and <br /> calculations have been submitted. <br /> 15.The roof framing on Sheet S1 for the west end of the building includes two new 5 1/2"GLBs. <br /> The beams have been designed as simply-supported members only. However, the plan <br /> appears to indicate that the beams cantilever at the east end up to 10 feet, inducing negative <br /> bending. Revised calculations for the design of the beams should be submitted for review. See <br /> IBC Sections 1604.1 and 1604.4. Drawings have been modified for clarity to show that the <br /> 0 3200 Cedar Street ED 425.257.8810 O everetteps@everettwa.gov <br /> Everett,WA 98201 425.257.8857 fax everettwa.gov/permits <br /> -age 4 of 8 <br />