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ANDERSEN <br /> BJORNSTAD <br /> KANE �e <br /> JACOBS� I,YC• 280bVcSTHARRiSON <br /> SFATTLE NJASH:NGTLJN 98119 <br /> CONSLJLTWG ENGINEERS Te�eaHorde�2os�2es-�tes <br /> 9 January, 1991 <br /> Mr. Steve Miller <br /> City of Everett Bui.lding Department <br /> 3200 Cedar Street <br /> Everett, WA 98201 <br /> RE: Owner: Hill Street Investment <br /> Job Address: 2410 38th Street <br /> Plan Check No. 90/26033 <br /> Dear Steve: <br /> Thanks for reviewing the submitted plans. I 've enclosed responses <br /> to items 9-15 and 18. <br /> 9. The structural calculations will be submitted with the <br /> resubmittal of the contract drawings. <br /> l0. Details 1 and 6 on sheet S5 have been completed to include <br /> tension ties @ 4 '-0" cc. <br /> 11. Detail 1 on sheet S5 has been completed to include 2x6 <br /> blocking and steel stsaps over a depth of 12 '-0". <br /> 12. 2 - #4 @ 48 Horiz = 0.001 > 0.0007 <br /> 1 - #5 @ 24 Vert = 0.0016 > O. G007 <br /> Total AS/Ae = 9.0026 > 0.�02, therefore ok. <br /> 13 . CMU walls designed as slender walls� section 2411 of the UBC. <br /> See supporting calculations. <br /> 14 . Bolt sizes have been added to drawing details where required. <br /> Bolt spacing callouts are implied by the Simpson Strong-Tie or <br /> equal notation. Simpson Ties used are self-jigging; minimum <br /> require3 edge distances and spacings are automatically <br /> maintained. <br /> 15. Calculations for the CMU lintels have been completed and the <br /> desiqn is indicated in the general notes on sheet S2 . <br /> 18. Slab reinforcement note (6x6W1.4/W1.4 WWF) has been added to <br /> plan sheet S1. In addition, note 5 has been added ':o sheet S1; <br /> "Contractor to provide 1/8"x1"DP sawcuts in slab on grade with <br /> 300 sf max containment. Submit layout for approval. Sawcut <br /> within 24 hours of placement. Fi).1 sawcut with sealant. '� <br /> �=,,,1�� �.: <br /> , <br />