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tnxToweY Job Page <br /> Zephyrhills (BU1 816298) 12 of 52 <br /> Totiver Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tlyon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX. (919)661-6350 aobregon <br /> Tower Tower Face AR AF C.iA.i C,1,4., Weight <br /> Section Elevation In Face Out Face <br /> fit ft' ft' #2 p2 lb <br /> C 0.000 0.000 0.000 0.000 0 <br /> D 0.000 0.000 13.767 0.000 101 <br /> T5 232.58-222.17 A 0.000 0.000 15.712 0.000 153 <br /> B 0.000 0.000 15.114 0.000 70 <br /> C 0.000 0.000 0.000 0.000 0 <br /> D 0.000 0.000 13.316 0.000 89 <br /> T6 222.17-209.58 A 0.000 0.000 18.980 0.000 184 <br /> B 0.000 0.000 18.258 0.000 84 <br /> C 0.000 0.000 0.000 0.000 0 <br /> D 0.000 0.000 23.541 0.000 142 <br /> T7 209.58-197.00 A 0.000 0.000 18.980 0.000 184 <br /> B 0.000 0.000 23.455 0.000 108 <br /> C 0.000 0.000 5.083 0.000 24 <br /> D 0.000 0.000 23.541 0.000 142 <br /> T8 197.00-181.30 A 0.000 0.000 38.409 0.000 338 <br /> B 0.000 0.000 42.194 0.000 216 <br /> C 0.000 0.000 55.977 0.000 295 <br /> D 0.000 0.000 16.069 0.000 79 <br /> T9 181.30-170.83 A 0.000 0.000 41.514 0.000 291 <br /> B 0.000 0.000 32.462 0.000 176 <br /> C 0.000 0.000 40.177 0.000 213 <br /> D 0.000 0.000 15.046 0.000 85 <br /> T10 170.83-146.75 A 0.000 0.000 120.389 0.000 772 <br /> B 0.000 0.000 76.318 0.000 418 <br /> C 0.000 0.000 92.444 0.000 491 <br /> D 0.000 0.000 36.244 0.000 209 <br /> Tll 146.75-121.67 A 0.000 0.000 125.388 0.000 1486 <br /> B 0.000 0.000 90.503 0.000 1199 <br /> C 0.000 0.000 96.282 0.000 1193 <br /> D 0.000 0.000 48.765 0.000 981 <br /> T12 121.67-96.58 A 0.000 0.000 125.388 0.000 1486 <br /> B 0.000 0.000 102.878 0.000 1290 <br /> C 0.000 0.000 96.282 0.000 1193 <br /> D 0.000 0.000 61.140 0.000 1073 <br /> T13 96.58-71.50 A 0.000 0.000 125.394 0.000 1657 <br /> B 0.000 0.000 102.883 0.000 1461 <br /> C 0.000 0.000 96.287 0.000 1364 <br /> D 0.000 0.000 61.143 0.000 1243 <br /> T14 71.50-51.42 A 0.000 0.000 100.393 0.000 1326 <br /> B 0.000 0.000 82.370 0.000 1170 <br /> C 0.000 0.000 77.090 0.000 1092 <br /> D 0.000 0.000 48.952 0.000 995 <br /> T15 51.42-3133 A 0.000 0.000 109.834 0.000 1544 <br /> B 0.000 0.000 81.371 0.000 1299 <br /> C 0.000 0.000 77.090 0.000 1228 <br /> D 0.000 0.000 47.953 0.000 1125 <br /> T16 31.33-0.00 A 0.000 0.000 208.505 0.000 3028 <br /> B 0.000 0.000 81.515 0.000 1903 <br /> C 0.000 0.000 82.664 0.000 1936 <br /> D 0.000 0.000 19.063 0.000 1582 <br /> Feed Line Center of Pressure <br /> Section Elevation CP_v CPZ cp,v CPZ <br /> Ice Ice <br /> T in in in in <br /> T1 287.67-280.08 -5.59 0.81 -8.83 1.72 <br /> T2 280.08-272.50 -6.46 -0.27 -10.26 0.43 <br />