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; � ' I i <br /> i � � - ; <br /> ; I ._ � � ; <br /> ; � , <br /> � -� _ , � ; <br /> : �t; '�` l,EXECUTIVE SUMMARY � <br /> a � � <br /> � ' �� I � <br /> � This repart summarizes the analysis ofthe subject struciure. The analysis was canducted in � <br /> accordance�ith the T`.IA/EIA-222-F Standard for 1 QS mph design wind load. The antenna <br /> loading considered in the analysis consists af all e�cisting antennas and the additional laads <br /> : � 'i.mposed by�the proposed Bell South Mobility antennas. 'The specific antenna loading is <br /> ' outlined m tlie Analysis Methodolagy and Loading Conditions sectian af this repart. <br /> �: � �, � <br /> The results; pf the structural analysis indicate that the tower meets the TIACEIA-222-F � <br /> �tandard design wind load classification of 105 mph with the e�sting antennas and proposed � <br /> �� �ellSouth IViobility antennas. �Note: The new transmission lines far the proposed BellSouth ' <br /> Mobility antennas have been assumed to be installed with a new waveguide ladder mounted � <br /> i !� 1 <br /> ;on southeast tower face.) <br /> I� <br /> � i , <br /> p � � <br /> � � � <br /> i � � � <br /> � ; , <br /> � S i <br /> a � � ' <br /> i � ' <br /> �j j i j { <br /> �� � � � <br /> k � � � , <br /> �� . , � <br /> { ; � <br /> � � <br /> i � <br /> �; <br /> � � <br /> � � <br /> �. � � � � <br /> � <br /> � <br /> , � � <br /> �� � ; <br /> � � � <br /> � � <br /> � � , <br /> � � <br /> � I � <br /> � i <br /> � I i <br /> � � � _1_ i ' <br /> �'� F ; , <br /> � � � Zephyrhills-APT � <br /> f i 190 Ft. Self Supporting Tower � i <br /> I� ; ; Zephyrhills,Flarida � <br /> r � � <br /> ; I 1 ' <br /> � � ; <br /> �, � � � <br /> � , <br /> { ' � <br /> � ; � <br /> � ! <br />