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e <br /> W xTOWer Job Zephyrhills (BU 816298) Page 2 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tgyon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle aobregon <br /> FAX:(919)661-6350 <br /> Leg A Leg B <br /> Face B <br /> Wind 90 X - <br /> U f7 <br /> LT 0 <br /> (7 <br /> Le D Face D Le <br /> Wind 0 <br /> Square Tower <br /> Tower Section Geometry <br /> Tower Toirer Assembly Description Section Number Section <br /> Section Elevation Database Width of Length <br /> Sections <br /> r Al r <br /> Tl 287.67-280.08 10.00 l 7.58 <br /> T2 280.08-272.50 10.94 1 7.58 <br /> T3 272.50-247.33 11.87 1 25.17 <br /> T4 247.33-232.58 14.98 1 14.75 <br /> T5 232.58-222.17 16.81 1 10.42 <br /> T6 222.17-209.58 18.09 1 12.58 <br /> T7 209.58-197.00 19.65 1 12.58 <br /> T8 197.00-181.30 21.20 1 15.70 <br /> T9 181.30-170.83 23.14 l 10.47 <br /> TIO 170.83-146.75 24.43 1 24.08 <br /> T11 146.75-121.67 27.41 1 25.08 <br /> T12 121.67-96.58 30.51 1 25.08 <br /> T13 96.58-71.50 33.61 1 25.08 <br /> T14 71.50-51.42 36.71 l 20.08 <br /> T15 51.42-31.33 39.19 1 20.08 <br /> T16 31.33-0.00 41.67 l 31.33 <br /> Tower Section Geometry cont'd <br /> Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt <br /> Section Elevation Spacing Type K Brace Hori=ontals Offset Offset <br /> End <br /> It jt Panels in in <br /> Tl 287.67-280.08 7.58 K Brace Down No Yes 0.00 0.00 <br /> T2 280.08-272.50 7.58 K Brace Down No Yes 0.00 0.00 <br /> T3 272.50-247.33 12.58 Kl Down No Yes 0.00 0.00 <br />