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3301 GRAND AVE 2016-01-01 MF Import
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3301 GRAND AVE 2016-01-01 MF Import
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Last modified
5/3/2017 1:49:59 PM
Creation date
2/20/2017 8:46:29 PM
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Address Document
Street Name
GRAND AVE
Street Number
3301
Imported From Microfiche
Yes
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� <br />'UBL/C /�1�0�/C5 <br />December 19, 2012 <br />Peter Vincent <br />3301 Grand Ave <br />Everett WA 98201 <br />Subject: Project: vincent <br />]ob Address: 3301 Grand Ave <br />Plan Check No: B1212-012 <br />Dear Mr. Vincent: <br />� <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 Iisted 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 othenvise. <br />In order for the processing of your application to continue, it will be necessary to <br />provide the euilding Division with two new complete sets of drawings reflecting the <br />corredions requested. <br />1. Where supported by attachment to an exterior wall, decks shall be positively anchored <br />to the primary strudure and designed for both vertical and lateral loads as applicable. <br />Such attachment shall not be accomplished by the use o( loenails or nails subject to <br />withdrawal. Where posilive connection to the primary building structure cannot be <br />veri ied during inspection, decks shall be self supporting (R502.2.? IRC). Show how <br />deck is attached lo existing struc[ure. <br />2. Deck lateral load connection / R502.2.23 IRC. The lateral load connection required by <br />Section K502.2.2 shall be permitted to be in accordance �vith Figure R502.�.2.3. Hold- <br />,+.own tension devices shall be installed in nol Iess than two locations per deck, and each <br />device shall have an allowable stress design capacity of not less than 1500 pounds. <br />3. Provide detail(s) of knee brace connections. Specify length of lag bolts. <br />4. Specify connection of "ABU66" capable of resisting lateral loads. <br />CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 •(425) 257-8800 • Fax (425) 257-8882 <br />5 �ICo��monAClcn[aIVHo�imanA�1?1.'�012 (3301 Gian;l lw=_).aoc <br />
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