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I - 2 1�k-es 00 : 4 1 <br />zo~21e2370910 p'mo <br />�. <br />` <br />!� <br />Page 2 . <br />rf this structure is not to be repaired at this time, <br />it: at least, most be stabilized' l recommend 1 x 4 <br />wood members be nailed diagonally to the inside face of <br />the vertical StLuds. Run these diagonals f-rom each <br />corner and helow the mecqnd floor at each end of <br />the building. This will stabilize it against further <br />movement from wind loads. <br />This concludes my report. If you oave any questions, <br />please call me at your convenience- <br />A44-il 46�9 <br />Richard L. Klitzke PE <br />