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NGINEERING / PUBLIC SERVICES DEPARTMENT October 3, 2006 Ms. Lyn Lessley Adair Enterprises 17032-35th Ave SE Bothell, WA 98012 Project: SIR Adair Basic 217 Job Address: 205 79th PI SE Plan Review No: C0608-036 Dear Ms. Lessley, In response to your application for construction permit, the plans have been re-examined based on the responses received on September 15th, and you are advised that a permit cannot be issued until the following issues are resolved. These comments address building issues only. Revisions or additions may be required by other departments (such as Utilities, or Planning). Code references cited include the 2003 International Residential Code (IRC), the 2003 Washington State Energy Code (WSEC), the Washington State Ventilation and Indoor Air Quality Code (WSVIAQ) 2003, as adopted by the City of Everett. The referenced codes include current amendments by the State of Washington. In order for the processing of your application to continue, it will be necessary to provide the Building Division with two complete sets of drawings reflecting the previous corrections requested. Structural 1. The support of the deck section at the posts should indicate positive attachment. Beam sizes and locations should be shown in plan for the deck. The column caps at the deck and the front porch should be specifically identified. All bases, caps and hangers should be galvanized for pressure treated wood columns. In reference to previous comment. The structural framing for the deck and the front porch should be shown to comply with IRC R502.2.1 and R502.3.3. Post connections should be identified per IRC R502.9. Supporting beams for the entry porch and roof should be indicated on the drawings. The structural details .on Sheet 8 and Detail A5/7 both indicate a crawl space condition. If the intent is to submit the basic design to allow for crawl space or slab on grade, then complete alternate plans with referenced details should be submitted for both conditions, or all crawl space details should be omitted. If the crawl space detailing is also submitted for permit, the 45 degree sloping backfill as indicated on A5/7 is not a condition of the prescriptive requirements. In reference to previous comment. All foundation details should indicate a slab on grade (instead of a crawl space) to be consistent with the plans. Height of foundation walls above f nish grade to be shown on all details per IRC R404.1.6. If the height of the foundation wall is less than 6 inches above finish grade, pressure treated siding, sheathing and wall framing is required per IRC R319.(5). Reinforcing for a foundation wall up to 8 feet in height, if submitted, should meet the requirements for the Seismic Design Category D1 or D2, as required by location per IRC R403.1.3. The detailing for the architectural and structural versions should be identical in the locations and. requirements for reinforcing to meet all applicable requirements of IRC Section R403. In reference to previous comments: Detail A5 on Sheet 7: • A #4 continuous bar is 'required in the footing per IRC R403.1.3 & R403.1.3.1. CITY OF EVERETT • 3200 Cedar Street •. Everett, WA 98201 • (425) 257-8800 • Fax (425) 257-8856 S:\MHa1ey\Word\C0608-036 205 79di Pl SE Basic 217 2nd submittal.doc