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<br />e <br /> <br />. <br /> <br />e <br /> <br />Foundation: <br /> <br />The reactions calculated from the analysis greatly exceed the ones indicated on the <br />original structure drawings. <br /> <br />Review and Recommendations: <br /> <br />Based on the analysis results, the existing structure does not meet the requirements <br />per the EINT1A-222-F standards for a basic wind speed of 80 mph with 1/2" radial <br />ice. If all existing antennas, coax, and mounts on the tower were removed, it still <br />would not bring the tower in compliance with EINTIA-222F standards. Please refer <br />to the structural report dated April 30,2002 for the solution to bring the tower in <br />compliance today. Addition of steel reinforcement to the legs or diagonals would still <br />not bring the tower to code. Removing the top 80' per the report completed on April <br />30,2002, is the only practical solution to bring this tower into compliance. <br /> <br />. Page 4 <br />