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� r I�CEMAN <br />�,�-�._-: <br />Mr. Ben Edwards <br />Mr. Ted Budden <br />Building Department <br />3200 Cedar St. <br />Everett, WA 98201 <br />Dear Sirs: <br />� <br />����o�r�� <br />SEP 2 �' �Gfi� <br />EVERETT BUILDING DEPT. <br />ci�r,�<<.Fs t� ocotr, <br />is ca�,i� rHo��aPsoN <br />K. JOH(J JONES <br />A. GARY OtE.'�R'v' <br />JOFL O. t1iEt✓�I <br />Segtember 2'I, 1989 <br />RE: Cascade Plaza <br />J.C. Peiiney Catalog Store TI <br />67-041 <br />7 �05 F,�a�,��n <br />In reaard to your concern on the cutting of existing span deck <br />wall nanels and the installation of hollow metal doors and <br />frames we submit the following calculations from the orig�nal <br />shell bui.ding submittal. Additionally, in consultation with <br />our structural engineer, we state that the reinforcing steel for <br />jambs and heads, and associated solid grouting are to provide <br />adeauate anchorage to the door frame and nrotect exnoseci cavity <br />walls from t'raff=c damage only. Stx•ucturally, for a four (4) <br />foot wide by seven (7) foot high opening in eighteen (18) foot <br />high by eight (8) inch thick span deck :oanels, the nanels <br />integral weU snd face construction are �ufPicient to provide <br />lintel support. Tensil� steel cable elements in the nanels <br />serve only for transnort and erection reinforcement. The fact <br />that the opening is across nanel joints is of no conseauence <br />r�iven the above integral design criteria. <br />IF you require further data or information please do not <br />hesitate to contact us. We reauest vou allow the affected <br />oroject to nroceed immediately, as time is of the essence. <br />Si erel <br />l <br />� <br />. C 'g <br />BCT n� <br />c : f�ile <br />�o � <br />CITY OF EVERETT <br />APPROVED FOR <br />BUILDING PERMIT <br />Date 2!' <br />By <br />i� i fdC.�f Fi; �I�7 .;,L C+�1i�:i. �,1; l!1 ���. ,: liil411I ��Ct1U� R t��I1 ��.-� 9!'i11 ._.,.. ,.�... <br />