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1 <br />Everett: <br />k,. <br />April 23, 1550 <br />Mark French <br />The Gykeman Architects <br />4C9 First National. Ear;; Euilding <br />1602 Hewitt Avenur_ <br />Everett, WA 98201 <br />Subject: The Everett Public Licrary <br />Gear Mr. French: <br />Thank you for responding to my last list. of concern:,. I think all have been <br />taken care of except for Item iAirber Four. <br />I don't feel that the attachment of the brick veneer has been adecuately <br />covered in the drawings. The structural notes should include the reouirements <br />for horizontal joint reinforcement, a maximum. stun spacing of 16", the 1" air <br />space, and backing, all as required in U[C Section 3006 (d) 1.(1). The <br />sections (1263.9 h 13133.9) should also include this information as %cell as <br />the gage of stud to be used. It is recommended that a heavy care be used <br />because of the difficulties involved with field welding of cold fcrmed steel. <br />Another concern which involves the structural masonry as well as the veneer, <br />is the lack of any provision for crack control or Roisture escape. <br />Please call me if you have any questions. <br />Sinceraly, <br />Steve Miller, P.E. <br />Associate Engineer <br />SM:ker <br />(692) <br />