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. l - ' <br /> Job � Page <br /> ����'��� , Pasco County (VS) (BU 826548) 2 of 34 ,. r , <br /> TowerEngineering Project Date , � <br /> Professionals TEP No. 48167.99008 09:39:06 10/10/16 - <br /> 326 Tryan Rd. ` <br /> Raleigh,NC 27603 Client Designed by � � <br /> Phone:(919)661-6351 Crown Castle �WB - • <br /> FAX:(919)661-6350 � <br /> Wind 180 <br /> ,r, Leg A <br /> Win-� � � <br /> Q`a � <br /> Leg C , Z �_ <br /> Face C <br /> Wind Normal <br /> Trianaular Tower <br /> Tower Section Geometry <br /> Tower Tower Assembly Description Section Number Section <br /> Section Elevation Database Width of Length <br /> Sections <br /> h h h <br /> T1 190.00-180.00 5.000 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 11333 1 6.67 <br /> T6 11333-106.67 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�0.00 15.500 1 10.00 <br /> Tl l 60.00110.00 16.333 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 Bottom Gin <br /> Sectron Elevation Spacing Type KBrace Horizontals O,�jset 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 />