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WAMREKE ENGINEERING <br />Daniel Wambeke, P. E. <br />Telephone: 509•443•6186 • ra� 509-448•6582 • Owambeke @msn.com <br />April 8, 2005 <br />Mr. Kent Feverly <br />�LPINE CUSTOM BUILDINGS, iNC. <br />11310 8'" Avenue, N.E. <br />Seattle, WA 98125 <br />2913 East 61" Court <br />SDokane, WA 99211 <br />SUBJECT: ALPINE CUSTOM BUILDING'S PROJECT NO. 5611 <br />24' X 30' X 12' PO5 � FRAME BUILDIN�3 FOR MIKE ALTMAN, EVERETT, WA <br />Dear Mr. Peverly: <br />The building inspector has expressed a concem about the base gitt being placed above the floor of ihfs building. This <br />base girt supports a stud wall and is fully supported on a 2' x t3' treated skiR board. <br />The stud v.�ail is not a load bearing wall. This wall resists wind loads only. Since the b:a girt is not supporting gravity <br />loads, it is not necessary to rest on Ihe floor or have a foundation. <br />If the base girts are currently sagging, it may be necessary to provide e treated block at midspan. <br />Please feel free to rnntad me if you have any additional questions about the desipn of this building. <br />Si cerely, <br />�� V'�� <br />Ganiel Wamheke, P. E. <br />DW:dw <br />E%PIRES 1�9105 <br />Designer ol Small Suucfures. POSf fiame Buil7inps. FoerOations, <br />Light Gaupe Sleel F�arninp and Grain Slorage Systen•„ <br />