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<br />City of Edmonds <br />PLAN REVIEW COMMENTS <br />BUILDING DIVISION <br />(425) 771-0220 <br /> <br />DATE: June 4, 2013 <br /> <br />TO: USI Decks & Concrete <br /> undercovernorthwest@gmail.com <br /> <br />FROM: Chuck Miller, Plans Examiner <br />RE: Plan Check: BLD2013-0566 <br /> Project: Maroun deck cover <br />th <br /> Project Address: 22006 100 Avenue W <br /> <br />During a review of the plans for the above noted project, it was found that the following <br />information, clarifications or changes are needed. Please provide written responses as to where the <br />changes can be found on the plans, cloud all changes on the revised plans, and submit the revised <br />plans/documents to a Permit Coordinator. Thank you. <br /> <br />General note: <br /> <br />1.Indicate on the plans the means to be used to resist lateral loads due to wind and seismic <br />forces per R301.1. <br /> <br />On page 2: <br /> <br />2.Framing Plan – Clarify the difference in the size of the structure using the ¼”=1’0” scale <br />provided and that noted on the Floor Plan on page 1 and the Ridge Beam Support Detail & <br />Attachment to Existing Roof detail on page 3 to guide proper review, construction, and <br />inspection. <br />3.Framing Plan – Clarify the callout for the 3-1/8x10-1/2 (noted as 3.125x10 on the plans) <br />GLB to be used as a ridge beam – it appears to be over spanned and fails in bending and <br />deflects beyond that allowed per Table 301.7. When selecting a beam, provide the required <br />species, layup, and grade, to guide proper construction and inspection. <br />4.Framing Plan – Clarify the callout for the 5-1/8x12 GLB to be used to support the king post <br />at the end of the ridge beam (identified in the Rafter Ties @ Beam Detail on page 3) – it <br />appears to be over spanned and deflects beyond that allowed per Table 301.7. When <br />selecting a beam, provide the required species, layup, and grade, to guide proper <br />construction and inspection. <br />5.Footing/Support Detail – Clarify the difference in the maximum height allowed for the 6x6 <br />post between grade and the support beam and that represented in the Left Elevation on page <br />1, the Front Elevation on page 2, and the Ridge Beam Support Detail & Attachment to <br />Existing Roof detail on page 3 to guide proper review, construction, and inspection. <br /> <br /> <br /> <br />