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<br /> t1fJ ( <br /> 6. tension . <br /> TO'..Jer being in plumb condition 'lith proper guy <br /> installed. <br /> 7. All t01,o1er members being properly designed, detailed, <br /> fabricated, installed and maintained over the years. <br /> Ehresmann 2ngineering Inc. is not responsible for any modi- <br /> fications completed prior to or hereafter '1hich Etlresmann <br /> Engineering Inc. is not or was not directly involved. <br /> Nodifications to include but are not limited to: <br /> 1. Replacing or strengthening bracing members. <br /> 2. Reinforcing vertical members in any manner. <br /> 3. Adding or relocating stabilizers. <br /> 4. Installing antenna mounting gates or side arms. <br /> 5. Changing guy sizes and related hard'lare. <br /> 6. Installing ne'l anchors and anchor shafts. <br /> 7 . Extending to'ler. <br /> Ehresmann Engineering, Inc. , hereby states that this docu- <br /> ment represents the entire report and that it assumes no <br /> liability for any factual changes that may occur after the <br /> date of this report. All representations and recom- <br /> mendations and conclusions are based upon the information <br /> contained and set forth herein. If you are aware of any . <br /> information which is contrary to that which is contained <br /> hereinl or you are aware of any defects arising from the <br /> original design, material, fabrication and erection defi- <br /> ciencies, you should disregard this report and immediately <br /> contact Ehresmann Engineering Inc. Ehresmann Engineering <br /> Inc. , disclaims all liability for any representation, recom- <br /> mendation or conclusion not expressly stated herein. <br /> Thank you, if you have any questions please do not hesitate <br /> to call. <br /> ~~~---- <br /> Pete Ehresmann <br /> Enclosures: Standard Terms and Conditions - Tower Analysis <br /> Stress analysis, Option #1 - dated 01/30/98 <br /> cc: Ju 1 i e TO'dTIsend, US \'Iest Hireless <br /> . <br /> 5 <br />