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� <br /> PUBL/C N/O/�X5 <br /> ENGINEERING /PUBLIC SERVICES DEPARTMENT <br /> March �, 200'_' <br /> Jim Spane <br /> 2700�3—64th Avenue i�lW <br /> Stamvood, WA 98292 <br /> RE: Owner: Kjolso <br /> Job Address: 1-430 G. �Iarine View Drivc <br /> Plan Check No: BOZO�'-03a <br /> Dear �Ir. 5panc: <br /> In response to your application for a construction pemiit, your plans have becn esamined an� }ou �re <br /> advised th�t the issuance of a permit is bcin� withhcid For the reasons list.:d below. Th�se comments <br /> address buildin� issucs only. Additional revisions, or additions, may be required by other <br /> departments (such as Utilities, Planning or Fire). All references refer ro the 1997 [lniform Building <br /> Code, as amendcd by the State of Washin�ton ancllor Washin�ton 5tate Ener�y Code. 2001 Edition, <br /> UfI�CSS SI:1[l'C� OIhCRviSC. <br /> In order for the processing uf your application to conlinue, it ���ill be necessarv lo provide the <br /> Building Division with two complete new sets of drawings retlecting the corrections requested. <br /> L Ple�se provide the proposcd usa�e for the Flaor and IoFt spaces (this proposal and future). <br /> '. Please provide a cross-section of the ���;ill ur�uardrail at the edoe oF the loft. <br /> 3. T'he plans shuuld include �utters and downspuuts. <br /> -4. [f anv portion of the buildim_ is to be heated, the plans should show compli:mce �vith [he <br /> 1V;�shim_ton Statc Enerev Codc. <br /> �. The calculations for the 6 X l� posts contain numerous �rcas of contention. Amon�_ them <br /> arc: <br /> a) When using the projected area method, hu�v c�n the top hvo feet of the roof be <br /> neslected" <br /> b) ti the lowest sirt is t��o feet above the �round, how c;�n the bottom "_' feet of lo�d �o <br /> dimcdv to thc�sl:�b'? <br /> c) [f the metal roufing and sidim� are to .:ontnbute to the laterai system. fastening details, <br /> load-path details, and accompanyin` shear values must be provided. <br /> dl Thc maximum moment in a cantile�'erc� member is at the fised end. bloments <br /> shouid hc caiculate�i trom thc top of thc concretc. <br /> e) The loadin� from thc roof�should be a puint load applie¢ at the top of the post. <br /> tl �Ch� section mu�uli ut � G \ l_' and 6 \ 6 are L'L3 in. ' �nd ?7.7 in. ' mspectively. <br /> nrnirurti�n�ti:�niir_�u���u:o:�,ii:ar �i�ai.r:�m��nune� � <br /> CI iY i;�F c�lEnE�T• �200 Cedar Strzai • tveretl. VVA 98=01 • (�125) 35T-B�CO • Fax (d25' ?5:-dASo <br />