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, . _ , _ <br /> R . S. C; A M E R O N 8c A S S O C I A T E S A. I . A. <br /> � <br /> :'� r. _. !—� , - r- ,.� —i� _ E= i`•I i: '; P� E F_ r—, .- <br /> 1 1 7 N O R TH T H I R D STR E ET VAKIMA. WASH I NGTO N 9B �JO1 <br /> July 2, 1971 <br />' Mr. Bo6 Lewis <br /> Cook-Lewis `'.ompany . <br />� P. O. Box 1393 <br /> Yakima, Washington 98901 <br /> r <br /> i <br /> Re: Silverlake Shopping Center, Tavern & Shops Addition <br /> Dear Bob: <br /> Enclosed please find a letter from Atwood and Hinzman, Structural Engineers', <br /> with reference to the unreinforced footings, also find computer calulations <br /> sheet of the most critical beams S3 ond V. As you wi11 note maximum bending <br /> stress for beam S3 is 2,299 Ibs. , design atress ollowable 2,400. Beam V is slightly <br /> over stressed but within overstress acceptable design limits. <br /> I talkcd with the Electrical Inspector today of the City of Everett, Mr. Butch <br /> Dohe�ty. It will not be necessary to provide balance circuiting drawings for the <br /> electrical panels should you require that your electrical contractor be responsible <br /> for balancing the panels by providing you with ampere readings of each leg of <br /> the panels. This is standard procedure and is good practice to check tl�at your <br /> electrical system has been properly installed. • <br /> If�ou have anJ• questions, please cor,!act. <br /> Very truly yours, <br /> ����/ � �Z/��t`"^t � <br /> R. S. CANERON, ARCHITECT <br /> Enc. <br /> RSC:dI <br />