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Page ,Iob 5 of 13 tnxTower T-Mobile Zephyrhills Date Project Q7:27:50 08/01/12 Excel[Communications,Inc. LTE Phase III 6247 Amber Hilis Road Designed by Trussville,AL 35173 Client Phone:(205)956-0198 Verizon Wireless cstewart FAX. (205)956-1631 .._ . . ._._�._... n. _ . _.. �- ... .�... _ � __.. ._.. `KFactors'....._..._. ._...,�_....._,.a._ __� ..... Tower Calc Calc Legs X K Single Girts Horiz. Ho iz. B ace Elevation K K Brace Brace Diags Single Solid Drags Drags X X X X Angles Rounds X X X Y Y Y Y Y y Y __� � � ._. ,._ - �_ i_ �_ �._ j T6 Yes Yes t > i l 1 1 1 � � � 1 � 100.00-80.00 � � � � 1 � T7 Yes Yes 1 1 1 � � 1 80.00-60.00 1 1 1 � I T8 Yes Yes 1 � ; � � � � 1 60.00�0.00 � � 1 l 1 � � T9 Yes Yes l � � � � t � 1 40.00-20.00 � 1 1 1 � � � TIO Yes Yes 1 � � 1 1 � � 1 20.00-0.00 �Note:K factors are applied to member segment lengths.K-braces without inner supporting members will have the Kfactor in the out-of-plane direction applie to the overa[I length. Tower Section Geomet cont'd � Tower � Leg � Diagonal Top Girt Bottom Girt Mid Girt Long Horizonlal�Short Ho-r�zon�a� Elevatron � - .h �_.____._ _ --- � Net "_-_ U Net -___U---�"Net _ 11 'Net Width U Net Width µU Net Width U Net W U Width ' Wrdth � Width � Deduct Deduct Deduct Width Deducf ; Deduct , Deduct � i� �n � in Deduct , � �n �n tn � in Tj O� 0.0000 1 0.0000 0.75 ± 0.0000 0.75 0.0000 0.75 ' 0.0000 0.75 ± 0.0000 0.75 , 0.0000 0.75 190.00-180.0 � TZ 0.0000 1 � 0.0000 0.75 1 0.0000 0.75 0.0000 0.75 � 0.0000 0.75 i 0.0000 0.75 j 0.0000 0.75 j 180.00-160.00 1 T3 � 0.0000 1 � 0.0000 0.75 ' 0.0000 0.75 0.0000 0.75 0.0000 0.75 � 0.0000 0.75 i 0.0000 0.75 160.00-140.00� ' T4 � 0.0000 1 � 0.0000 0 75 ; 0.0000 0.75 � 0.0000 0.75 � 0.0000 0.75 � 0.0000 0.7'i ' 0.0000 0.75 140.00-120.00� � � TS E o.0000 1 ; 0.0000 0.75 � 0.0000 0.75 0.0000 0.75 � 0.0000 0.75 { 0.0000 o.7:i o.0000 0.75 120.00-100.00� T6 i 0.0000 1 � 0.0000 OJS 0.0000 0.75 � 0.0000 0.75 ` 0.0000 OJS ` 0.0000 0.75 0.0000 0.75 100.00-80.00 � T7 80.00-60.00 0.0000 1 � 0.0000 0.75 ' 0.0000 0.75 j 0.0000 0.75 � 0.0000 0.75 � 0.0000 0.75 0.0000 0.75 T8 60.00-40.00� 0.0000 1 � 0.0000 0.75 �, 0.0000 0.75 � 0.0000 OJS ; 0.0000 0.75 ' 0.0000 0.75 � 0.0000 0.75 � 'C9 40.00-20.00 0.0000 l � 0.0000 0.75 0.0000 0.75 0.0000 0.75 i 0.0000 0.75 I 0.0000 0.75 � 0.0000 0.75 T10 20.00-O.00I 0.0000 � l� I 0.0000 �0.75 � 0.0000 0.75 0.0000 0.75 � 0.0000 �0.75 ��Q, OJS � 0.0000 � 0.75 Tower Section Geomet cont'd � Tower � Leg Leg � Diagonal � Top Girt � Bottom Girt Mid Girt �Long Horizontal Short Horizontal Elevation Connection � � _ __ fr Type . . .�- - -- � _._..__� Bolr Srze No. � Bolt Size No. � 6olt Size No. Bolt Size No. Bolt Size No. �Bol'n ize No. Bol'n ize No. in } � �n �� in �n - T'� Flange 0.7500 4 ( 0.5000 2 � 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 190.00-180.00 A325N E A325N A325N ; A325N A325N A325N j A325N 7'z Flange 0.8750 4 � 0.5000 2 � 0.6250 0 ; 0.6250 0 0.6250 0 � 0.6250 � j p325N O 180.00-160.00 A325N i A325N i A325N ! A325N ; A325N A325N .