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i <br /> � �� � , <br /> � � <br /> � ' i <br /> � � <br /> � <br /> �. CONCLUSIONS AND RECOMMENDATIONS <br /> ' I <br /> The structure meets the 105 mph design wind load classification in accordance with the <br /> � <br /> ' TIA/EIA-222-F Standard, under the proposed antennas loading condition. <br /> I <br /> ; (Note: The new transmission lines for the proposed Be1lSouth Mobility antennas have <br /> ' been assumed to be installed with a new waveguide ladder mounted on the southeast _ <br /> � <br /> tower face). <br /> i � <br /> � <br /> ' The findings and conclusions expressed are based upon the structural member sizes, overall <br /> tower geometry, connections designs and steel material yield strength as represented in the <br /> original drawings utilized in the preparation of this report. Structural member sizes, tower <br /> ' geometry, connection designs or steel material yield strengths, contrary to those assumed for <br /> the purpose of preparing this report could alter the findings and conclusions as stated. <br /> Furthermor�e, no conclusions, express or implied, shall represent that URS Greiner has made <br /> ' any physical ulspection of the structure. The conclusions conta.ined in this report assume that <br /> • the structure has been properly fabricated, erected and maintained. It is also assumed that <br /> ' �all bolts ar i properly installed and that no structural member capacities have been diminished <br /> �due to damage or corrosion. <br /> � <br /> , <br /> ' I <br /> Released 6 : . `� <br /> ' I Y <br /> � <br /> 1 ; Date: <br /> � <br /> ! � <br /> 1 �� i <br /> , � i -6- <br /> Zephyrhills-APT <br /> , 190 Ft. Self Supporting Tower <br /> , Zephyrhills,Florida <br /> i <br /> ' ' <br />