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FROM : TiSiC ENGP.S PHONE N0. : 425 267 3393 Jan. 06 1999 04:25PM P2 <br />Towner\SchuldlCanfield, LLC <br />CONSULTING ENGINEERS <br />January B, 1999 <br />David Piggott <br />P.O. Box 2105 <br />AiderWood, Manor, WA 98036 <br />Subject: Project No. C98079 <br />F_merald Court Condominiums <br />Letter No. 2 <br />Vertical Fou idadon Wall Reinfordng <br />Dear David: <br />a Limked Liability Company <br />in Strudurai Analysis and Design <br />Per your request we have reviewed the subject plans and spec�cati�ns to deteRnine a method for <br />obtsining the required strength of the foot(ng to wali connection. <br />The faoting dowels must be bent under the horizontal footirtg steet to provide adequate pulFout scrength. <br />Since this strength is not particularly large, we necommend stiq�ng the vertical bars ir�to the footing while <br />the concrete is slill �^.�orkable. Trie vertical bars shoutd be inserted between the horizontai bars with the <br />bent porlion parallel to the horizontal bars. once the bent portion is low enough to clear the bottom of the <br />horizontal bars, the vertical bar shouid be rotated at least 45 degrees to moye the bent partion under the <br />horizonfal bar. A ninety degree rotation is not required, however the ver�cal bar should be lifted to e;uure <br />that the hook indeed is held by the horizontal bar. <br />Should you have any questions or desire additional informafion, please do not hesitate to contad us. We <br />tNs� this futfills your request for our opinion of wet placemenf of verlical bers, and in that regard, it is <br />Respectfully Submitted, <br />C_,_ //%� r <br />�- ��s�� <br />Clayton M. Canfield, P. . <br />I <br />