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Uro�� — L y <br /> �rp ;7 ;(106 �': 29f'rt WPst Const .^,t.rucLurA] Cng 425-347-896G p. l <br /> VUEST r, ��� ;: <br /> c�AST , + ' '-, l���o6 -r.�G <br /> I— ' � <br /> STRUCIURAL' r�� \I J I y��_ <br /> ENOINEERING,INC. � _ _ �������0� <br /> BGIOMoIIyDr..5utle7J0 f.,��nP.\Vallf.J�R fmf1:51�/�-QG9;i. �A:Si !a`.IIf�Gf wceerN . <br /> September?7, 200G <br /> Gaffney Construction <br /> 10511 191h Ave. SE <br /> Suile C <br /> Everett, WA 9B208 <br /> Attentlon: Jce Gaffney <br /> SubJect: BiringerWarc��ouse <br /> 3301 Ceder St. <br /> Everett, WA <br /> WCSE ProJecl No: W 1 i 93 <br /> This letler is a follow up to our conversations regardfng the Biringer Warehouse. There are two Items to <br /> address. <br /> First, the typical CMU reinforcing steel caliout should be the same along gridline A 8 B. The horizontel <br /> refnforcing steel callout along gridline A should read (2)#5 (a�4B" o/c and not 24" o/c. <br /> Second, you may iully grout the walls tf desired. No additional corrective measures are required. <br /> If there are any questions regarding Ihis, or i(we may be o1 further asslstance. please contact this oi(�ce. <br /> Sincerely, <br /> West Coast Structural Engineering Inc. I <br /> �;���----- `jZ� 6 I <br /> Tra�is MeCandless, PE �,�cC <br /> Engineer . '�'op�,ur���i, <br /> � � � �n <br /> H , � <br /> �, <br /> •'r; �,,„, �� . <br /> f;� ��nT�arn �.— <br /> d17p,�,4�,PN�. . <br /> �,< . <br /> EY,PIRES 41�3/20D7 , '�h�'1 ��-�lr <br /> � <br />