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*� Job Page <br /> ��j�'��� Pasco County(VS) (BU 826548) 2 of 35 <br />' Project Date <br />� TowerEngineering TEP No.48167.104472 10:01:41 12/21/16 <br />''I Professionals,Inc. <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle Kelly E. Hoiness, <br /> FAX:(919J 661-6350 <br /> E.I. <br /> Wind 180 <br /> �� Lea A <br /> Wind 90 <br /> =—� � dc+ <br /> ��4 � <br /> Leg C Z � Le9 B <br /> Face C <br /> Wind Normal <br /> Triangular To wer <br /> � � - Tower Section Geometr - <br /> Tower Tower Assembly Descrip[ion Seclion Number Sec[ian <br /> Secdon Elevation Database Width of Length � <br /> Seclians <br /> II fr f� <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 120.00-11333 11333 1 6.67 <br /> T6 113.33-106.67 11.889 1 6.67 <br /> T'7 106.67-100.00 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 I 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 'Geomet = � cont'd `, _ __ � � - � <br /> Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt <br /> Section Elevation Spacing Type K Braee HoriZontals Offset Offset <br /> ' � End <br /> ft ft Panels in in <br /> Tl 190.00-180.00 5.000 X Brace No No 0.000 0.000 <br />