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2016-0370 Looney covered deck - HO.pdf City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 DATE: April 15, 2016 TO: Jamie Looney jjlooneybin@comcast.net FROM: Chuck Miller, Plans Examiner RE: Plan Check: BLD2016-0370 th Project Address: 7107 180 Street SW Project: Looney covered deck Scope: Construct deck and roof structure – R-3/U occupancy group – V-B construction disapproved Please be advised that the building plans for the above referenced project have been for the purposes of obtaining a building permit. During a review of the plans by the Building Division for compliance with the applicable building codes, it was found that the following . information, clarifications, or changes are neededReviews by other divisions, such as Planning, Engineering, or Fire, may result in additional comments that require attention beyond the scope of this letter. A complete review cannot be performed until the revised plans/documents, including a written response in itemized letter format indicating where the ‘clouded’ or otherwise highlighted changes can be found on the revised plans, have been submitted to a Permit Coordinator. nd Resubmittals must be made at the Development Services Department on the 2 Floor of City Hall. Permit Center hours are M, T, Th, & F from 8am-4:30pm and from 8:30am-12pm on Wednesdays. On sheet 1 – Looney Deck & Cover Plans: 1.Indicate on the plans the means to be used to resist wind and seismic lateral loads on the roof structure per International Residential Code (IRC) 301.1. 2.Deck Roof Framing Plan – Clarify the callout for the 6x12 beam to be used to support the ends of the ridge and roof beams. When using HF #2 the beam appears to be over spanned and fails in bending. Specify the species and grade to be used. 3.Deck Framing Plan - Clarify the callout for the 6x12 beam to be used to support the ends of the deck joists. When using HF #2 the beam appears to be over spanned, fails in bending, and deflects beyond that allowed per IRC Table R301.7. Specify the species and grade to be used. 4.Detail A/1 – Detail @ Post & Deck Beam – Clarify the callout for the 16-inch diameter Sonotube footings to be used to support the loads below the two beams referenced in the above review comments. They appear to be undersized for the loads anticipated by the represented construction.