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, , ' � <br /> �T���p Job Page <br /> 1 Pasco County(VS) (BU 826548) 2 of 25 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 <br /> 326 Tryon Rd. <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-635I Crown Castle <br /> FAX. (919)661-6350 mkirchner <br /> Wind 180 <br /> � Leg A <br /> Wind 90 ,� <br /> -� a4� yO@ <br /> � � <br /> Leg C Z �eg B <br /> Face C <br /> Wind Normal <br /> Trianaular To wer <br /> Tower Section Geometry <br /> Tower Tower Assembly Description Sectian Number Section <br /> Sectian E[evatian Database Width of Length <br /> Sections <br /> � � � <br /> Tl 190.00-180.00 8.000 1 10.00 <br /> T2 180.00-160.00 8.000 1 20.00 <br /> T3 160.00-140.00 8.000 1 20.00 <br /> T4 140.00-120.00 9.667 1 20.00 <br /> TS 120.00-113.33 11.333 1 6.67 <br /> T6 113.33-106.67 11.889 1 6.67 <br /> T7 106.67-100.00 12.444 1 6.67 <br /> T8 100.00-80.00 13.000 1 20.00 <br /> T9 80.00-70.00 14.667 1 10.00 <br /> T10 70.00-60.00 15.500 1 10.00 <br /> Tl l 60.00�0.00 16333 1 20.00 <br /> T12 40.00-30.00 18.000 1 10.00 <br /> T13 30.00-20.00 18.833 1 10.00 <br /> T14 20.00-0.00 19.667 1 20.00 <br /> Tower Section Geometry (cont'd) <br /> Tower Tower Diagonal Bracing Has Has Top Girt Bortom Girt <br /> Section Elevation Spacing Type KBrace Horizontals Offset Offset <br /> End <br /> ft ft Panels in i�t <br /> Tl 190.00-180.00 5.000 X Brace No No 0.000 0.000 <br /> -_ � - � <br />