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�uiy 26, 2oi2 <br />'UBL/L K/O/!/CS <br />Tony and Erastus Fontaine Sr. <br />10130 27th Dr. SE <br />Everett, WA 98204-4402 <br />Subject: Project: <br />Job Address: <br />Plan Check No <br />Dear Mr. Fontaine: <br />Fontaine <br />10130 27th Dr. SE <br />B1207-022 <br />In response to your application for a construction permit, your plans have been examined and <br />you are advised that the issuance of a permit is being withheld for the reasons listed below. <br />These comments address building issues only. Additional revisions or additions may be <br />required by other departments (such as Utilities, Planning or Fire). All references refer to the <br />(2009 International Building Code,) (2009 International Residential Code,) as amended by the <br />State of Washington and/or Washington State Energy Code 2009 Edition, and adopted by the <br />City of Everett, unless stated otherwise. <br />In order for the processing of your application to continue, it will be necessary to <br />provide the Building Division with two new complete sets of drawings reflecting the <br />corrections requested. <br />Where supported by attachment to an exterior wall, decks shall be positively anchored <br />to the primary structure and designed for both vertical and lateral loads. Where positive <br />connection to the primary building structure cannot be verified during inspection, decks <br />shall be self-supporting. R502.2.2 IRC <br />2. Placement of lag screws or bolts where deck ledger attachment is to band joist, shall be <br />placed 2 inches from the bottom or top of the deck ledgers and between 2 and 5 inches <br />in from the ends. The lag screws or bolts shall be staggered from the top to the bottom <br />along the horizontal run of the deck ledger. R502.2.2.1.1 IRC <br />3. The deck lateral load connection required by section R502.2.2 shall be permitted to be in <br />accordance with figure R502.2.2.3 (enclosed). Hold-down tension devices shall be <br />installed in not less than 2 locations per deck, and each device shall have an allowable <br />stress design capacity of not less than 1500 pounds. R502.2.2.3 IRC <br />4. Detail #400 "standard railing" shows the rail post notched and attached to the band <br />joist with (2) 3/8th diameter lags. The rail post connection shown does not provide <br />CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 •(425) 257-8800 • Fax (425) 257-8882 1 <br />S•\1Cnmmnn\Clariral\1Hailman\R77_07-07_7_ 110t30 27th Dr. SEl.doc <br />