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, <br /> Job Page <br /> ���A��� Pasco County(VS) (BU 826548) 2 of 30 <br /> Project Date <br /> Tower Engineering TEP No. 48167.7359 14.45:23 07/26/13 <br /> Professionals <br /> 3703 Junction Blvd. <br /> Raleigh,NC 27603 Client Designed by <br /> Phone. (919)661-6351 Crown Castle JLW <br /> F.4X. (9191661-6350 <br /> Wind 180 <br /> �� Leq A <br /> W in-� y No <br /> �m° � <br /> LegC Z �9B <br /> Face C <br /> Wind Normal <br /> Triangular To wer <br /> Tower Section Geometr <br /> Tower Tower Assembly Description Section Number Section <br /> Section Elevation Database Width of Length <br /> Sections <br /> ft fr � <br /> Tl 190.000-180.000 8.000 1 10.000 <br /> T"� 180.000-160.000 8.000 1 20.000 <br /> T3 160.000-140.000 8.000 1 20.000 <br /> T� 140.000-120.000 9.667 1 20.000 <br /> T5 120.000-113333 11.333 1 6.667 <br /> T6 113.333-106.667 11.889 1 6.667 <br /> T"7 106.667-100.000 12.444 1 6.667 <br /> T8 100.000-80.000 13.000 1 20.000 <br /> T9 80.000-70.000 14.667 1 10.000 <br /> T10 70.000-60.000 15.500 1 10.000 <br /> Tl l 60.000-�0.000 16.333 I 20.000 <br /> T12 40.000-30.000 18.000 1 10.000 <br /> T13 30.000-20.000 18.833 1 10.000 <br /> T14 20.000-0.000 19.667 1 20.000 <br /> Tower Section Geometr cont'd <br /> Tower Tower Diagonal Bracing Has Has Top Girt Bonom Gin <br /> Section Elevation Spacing Type KBrace Horizontals Offset Offset <br /> End <br /> ft ft Panels in in <br /> Tl 190.000-180.000 5.000 X Brace No No 0.000 0.000 <br />