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KASE ��'ANDEN ENDE ENGINEERS <br /> _.__---CONSULTING ENGINEERS — <br /> 32�G �v[TMORE AV[NUF <br /> �y�gq�T, lyASH�NGTON 98201 <br /> i:06� 252.50f0 <br /> 25 May 1973 <br /> � City of Everett <br /> Inspection Deoartment <br /> attn: Mr. John F. Farrens, Jr. <br /> City Hall <br /> Everetty WA 982a1 <br /> Sub�ect: 0�SyRucker�Avenue,nEverett,1Wash,located at <br /> Dear John: <br /> Attached please find a copy of the calcs for sub�ect framing• <br /> � 9/iE" x i3 3/8�� x 23�-(,�� lo��g <br /> The floc:r s�stem consists of � a i" thick wearin <br /> � <br /> �oists @ 12 � a•c. , with 2 T&G deck�ng and a z <br /> surface of cinder concrete. <br /> The 29 ft. long beams consist of 6 la�ninations and measure <br /> 19" wide x 24 3/$ deep. <br /> The �oists are bearing on laminated ledgers bolted to hoth <br /> sides of the beams. <br /> The columns under roof and second floor are 12" x 12" ara <br /> those under the first floor are 18" x 24". <br /> The analysis �howspo ndstperssquarelfootle live load is <br /> seventy five (75) <br /> Very truly yours, <br /> Kase Vanden Ende Engineers , <br /> By'�� � �l. <br /> l,, � � � <br /> '��I��,�� titi� ��� <br /> ; � <br /> Kase Vanden Ende, P.E• �o ANo,� <br /> ��'�\e°� ' e� <br /> � a` .'� °� �� <br /> . � y, <br /> , ,r <br /> � �,. . <br /> o ReRis'���'y°��+� <br /> °Ss ona �'� <br />