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� <br /> ENGINEER/NG / PUBLIC SERV/CES DEPARTMENT <br /> Seplembcr 4, 2007 <br /> Mr. David Randolph <br /> 2G08 Panavicw I31vd. <br /> Lvcrett, �VA 98203 <br /> Subject: Project: Randolph <br /> Job Address: 2608 Panavicw Blvd. <br /> Plan Clicck No: 13070G-OG6 <br /> Dcar r4r. Randalpli: <br /> In responsc to your application for a consuvction permit, your plans havc Uccn cxamined and <br /> you arc adviscd that thc issuancc of a permit is Ueing withhcld for thc reasons listcd Uelow. <br /> 'Clicsc comments address building issucs only. Additional revisions or additions may be <br /> required Uy otl�er departments (such as Utilities, Planning or Pire). All reCerences refer to the <br /> (200G Intcrnational I3uilding Codc,) (200G Intcrnational Rcsidential Codc,) as amendcd by thc <br /> State of Wasl�ington and/or 1Vashington State Cnergy Codc 2006 Gdition, and adopted by thc <br /> Ciry of�vcrett, unless stated otherwisc. <br /> In order for the ln•ocessin� of your application to contiuuc, it �t�ill be <br /> necessar�� to provide the 13uilding Division witl� t«�o complete new sets of <br /> dra�ti�ings reflecting the corrections requested. <br /> 1. Providc latcral analysis for wind and seisntic loading prcparcd by a licensed NA State <br /> Suvcwral Gnginccr. <br /> 2. Nhere supportecl by attachmenl to an exterior wall, decks shall bc positively anchored <br /> to tlic primary stnuture and designed for both venical and lateral loads as applicaUle. <br /> Such attachment shall not be accomplishcd by the use of toenails or nails subject to <br /> withdra�eal. Nherc positive conncction to thc primary Uuilding structure cannot be <br /> vcrificd during inspcction, dccks shall bc sclf- supporting. Por dccls witl� cantilcvcrcd <br /> frnming membcrs, connections to extcrior walls or othcr framing memUers, shall bc <br /> designcd and constn�cted to resist upliR resulting from thc full live load spccified in <br /> Table R301.5 acting on the cantilevered portion of the deck. <br /> 3. Provide graviry calculations for all beaius supporting the ncw deck. The plans werc <br /> changed from A�e original printing and show a 12 foot span. Which makes tlte (2) 2x12 <br /> bcam not meet the minimum load requiremeuts. <br /> 4. Specify thc conncction of thc 2 � 12's to tl�e 4 x 6 posts. <br /> 5. Show how 2 x 12's are capable of reacting together to carry the load of tl�e deck. � <br /> CITY OF EVERFTT• 3200 Cedar Street • Everett, WA 98201 • (425) 257-8800 • Fax (425) 257-8856 (Z <br /> I�!I�I I'I p�AAI�I1t III II,A1 AS Il�-Jo rYs�1 JS I!AA AA'IIIC BI A D 1 <br />