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L � <br /> �uT���p Job Page <br /> ��E'�` Pasco County (VS) (BU 826548) 2 of 25 <br /> TowerEngineering Project Date <br /> Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 <br /> 326 Tryon Rd. <br /> Raleigh,NC27603 Client Designedby <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(9I9)661-6350 mkirchner <br /> Wind 180 <br /> � Leg A <br /> Wind 90 ,� <br /> -� �4Q- �°m <br /> � � <br /> Leg C Z � <br /> Face C <br /> Wind Normal <br /> Trianaular To wer <br /> I . <br />' : Tower Section Geometry <br /> Tower Tower Assembly Description Section Number Section <br /> Section � Elevation 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 60.00-40.00 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 /> ,_ <br />� Tower Section;Geometry (cont d) � <br /> Tower Tower Diagonal Bracing Has Has Tap Girt Botrom Girt <br /> Section Elevation Spacing Type KBrace Horizontals Offset Offset <br /> End <br />' ft ft Panels in in <br /> T1 190.00-180.00 5.000 XBrace No No 0.000 0.000 <br />