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November 21, 2006 <br />I3en Semenyuk <br />2601 W. Mukiltco I31vd <br />Evcrctt, WA 98203 <br />Subject: Project: <br />Job Address: <br />Plan Chcck No <br />Dear Mr. Semenyuk: <br />Scmenyuk <br />2601 W. Mukiltco Qlvd. <br />BOG11-012 <br />l/ � <br />In response to your application for a construction permit, your plans have been examined and <br />you aro advised that the issuance of a pennit is being withheld for the reasons listed Uclow. <br />7'hesc comments address building issucs only. Additional revisions or additions may be <br />required by other departments (such as Utilities, Planning or Pire). All references refer to the <br />2003 International Rcsidential Code, as amended by the State of Washington and/or <br />Washington Slatc Lncrgy Code 2004 Cdition, and adoptcd by the Ciry of Everett, unless stated <br />othcrnise. <br />In order for tl�e processin� of your application to continue, it will be <br />necessary to provide the Bu�lding Division with hvo complete new sets of <br />drawings reflecting tl�e corrections requested. <br />1. K502.2.1 Uecks. Where supported by attachment to an exterior wall, decks shall be <br />positively anchorcd to the primary structure and designcd for both vertical and lateral <br />loads as applicabla Such attachment shall not be accomplished by the use of toenails or <br />nails suUject to withdraw��l. Nhere positive connection to the primary building <br />structure cannot be verificd during inspection, decks shall be self- supponing. For <br />decks with cantilevercd framing numhers, connections to exterior walls or other <br />t'raming members, shall be designed and constructed to resist uplift resulting from the <br />full livc lo��d specificd in Table R301.5 acting on the cantilevered portion of the deck. <br />2. 7'he framing plans do not show how the angled portion of the deck is framed, or what <br />is supporting thc stairs at tlic edre of thc dcck. <br />3. Providc scction tlirough dcck. Dimcnsion hcight of deck above thc finished grade. <br />4. Por guards and handrails thc minimum unifornily distributcd li��c load shall be as <br />providcd in TaUle R301.5. Provide guard dctail(s). Show all components. Show how <br />guard is auachcd in thc area of thc built-in guttcr. <br />5. Pro��ide detail of the stecl column. Plcasc darify the pur��ose of thc stcel column. <br />UI:UI,1'I.NCAM\INJII II.AI\\' @MI I.00 I:MII 1\' A11�Al1.Il ll III.\'lll <br />