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' �� . <br /> - PUBL/C N/O/�K� <br /> � '�' ' ^ ENGINEERING /PUBLIC SERVICES DEPARTMENT ' <br /> i <br /> April 17, 200? + <br /> � <br /> t <br /> Jim Spane <br /> 2700�4 —Ga'h r�vcnuc NW <br /> Stanwood, Wr1 9329'_ <br /> i <br /> RE: Owncr: Kjolso <br /> Job Address: 1-130 L. Marine View Drivc <br /> Pl.m Chcck No: B020d-03d <br /> Dcar Mr. Spanc: <br /> [n response to vour ;�pplic:ition lor :i construction peimit. ��our pl;ms I�a��e been ex;�mined <br /> and you arc advised that thc issuancc of :t permit is bcin�� �cithhcid for thc rcasons listcd <br /> below, Thesc comm.nts address buildiug issues only. r�dditional revisions, or additions, <br /> m;ry be rcyuimd b�� uthcr departmcnts (such as Utilities. Plannin�� or Firc). All references <br /> refer to the 1997 Unifonn Buildimz Co�e, as amendcd by the Statc of Washin_tron ancl/or <br /> Wa�hinston Statc Gncrgy Codc. '_'OOl Gdition, unicss st:ucd othcnvisc. <br /> 1.� urder for the prncessing of ��our application to conlinue, it will be necessary to i <br /> provide lhe l3uildin�; Divisian �vith h��o complete new sets of dra�r�ings rcllecting the � <br /> corrections reyuested. � <br /> I. As rcyucsmd in thc rrevious Ictter. plcase include the requircment ���ithin the <br /> construction documents for a pennanent metal si�n to be pusted in a conspicuous <br /> locatiun in thc loft limiting thc maximtun storagc load to�10 psf. This is required in <br /> tt�o U[3C. Scction 1G07.3.�. <br /> '. As indic;ucd in the previous Icttcr, intcrior w:dls are required by U13C IGl l.i [o <br /> withstand a Porce of � puunds per square Poot peipendicular to the wall. OSB ; <br /> nailed to _' x Gs laid fl:�t C� _'-4" on ccntcr to span 2�4 tl. c:mnot accomplish this. ! <br /> Please revisc the �lesisn. <br /> �. l'hc submittcJ polc an�lysis nssumes that the poles are supported laterally at the <br /> second tloor Ievel (bendim� moment of wl'/;� where I = IO ft.) This could be <br /> parti:�lly conect at thc diird of thc buildin�� whcrc thcrc is a second tloor. Althouah <br /> in this a�sc, thc second Iloor is unly partislly supportcd latcrally by mctal claddin�, <br /> on h��o adjacent sides. "the pol�s must be desi��ncd as vertic�l cantile�ers tixed at <br /> the ba,e. Utilizim_ thc 100 pounds per foot provided by the metal claddin� o° thc <br /> end ���alls is :rcceptable to p:�rtially reduce the loadin�� to thc polcs. To do this, the <br /> requiremcnts of p:u•a�,raph 6.0 uf Uic "rVumax Power Pancl Test Data" must be <br /> includcd as part of thc construction documents. <br /> -I. The footin�_ dcsi�an is based on thc premise of constraint a[ dtc top. Please provide <br /> the method of connecti�in� behveen the top o(thc footing and the Floor slab. <br /> Pli�l PI.�CK115TN�\IIW:N�IIm\mv nL i��:n 4.�I�h611\Ili\1'DR�.I �� <br /> CI i'i ,'i= EVEFETT• 3'00 Ce�ic3r 51real • EverelL WA 98201 • (4251 257-8810 • Fax (d?5) 25%-8856 <br />