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' i <br /> Dcccmbcr I I. 2006 <br /> Ms. Joycc Klontz OR <br /> Mc Michacl Chapiin <br /> TOC Managemcnt Sc�vicc <br /> G825 SW Sandbcrg Strect <br /> "I'ig�ird, OR 97223 <br /> RG: O�encr: TOC Mana�cmcnt Scn�iccs <br /> Job Address: �3`n Drive W#38 <br /> Plan Check No: BOGI I-013 <br /> Dcar Ms. 1:IonV,or Mr. Chaplin: <br /> In response to your application for a consu�uction penniL your platts have been cxamined and <br /> you are ad�ised that the issuancc of a perniit is bcing withhcld tor thc reasons listed bclo���. <br /> Thcsc conuncnts address building issucs only. Additionnl revisions, or additions, may bc <br /> required by other departments (such as Utilities, Planning or Fire). All rel'erences refer to the <br /> 2003 (nternational F3uilding Code, as amendcd by the State of Washington .�nd adopted by <br /> thc Ciry oC Evcrcu and thc Washington Statc Encrgy Codc, 2004 Edition, unlcss statcd <br /> othcnvisc. <br /> In ordcr Ibr thc proccssing of your application to continuc, it ���ill bc nccessary to pro��ide thc <br /> [3uilding Division with two cumplete new sets of drawiugs retlecting the corrections <br /> roqucstcd. <br /> .S'c•/uier Purt�rc�cc . l rclti�c�rls rc�s/ru��scc� in r;�ilics bclinr. <br /> SUucuu�al <br /> 1. Picuse pro�•idc a quality assurance plan liir scismic resistance in accordance with IBC <br /> 1705. <br /> 1'rnridrd in lh��ctrucu�ru!r�{�in�•rr'c �•c�.purr�r <br /> 2. Please provide connection det�iling to �iccomplish shear transf'er between the 2"� floor <br /> diaphragm and thc C�4U shear walls that .vc perpendiculnr to the tloor joists. <br /> / 3s <br />