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inx,Tower Job Page <br /> Zephyrhills (BU 816298) 11 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tiyon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 aobregon <br /> Description Face Allow Component Placement Total CIA., Weight <br /> or Shield Type Number <br /> Leg ft fP/p pIf <br /> **Leg Plates** <br /> PL 0.5x8 A No CaAa(Out Of 146.80-96.60 2 No Ice 0.00 13.61 <br /> Face) <br /> PL 0.5x8 B No CaAa(Out Of 146.80-96.60 2 No Ice 0.00 13.61 <br /> Face) <br /> PL 0.5x8 C No CaAa(Out Of 146.80-96.60 2 No Ice 0.00 13.61 <br /> Face) <br /> PL 0.5x8 D No CaAa(Out Of 146.80-96.60 2 No Ice 0.00 13.61 <br /> Face) <br /> *** <br /> PL 0.625x8 A No CaAa(Out Of 96.60-51.40 2 No Ice 0.00 17.01 <br /> Face) <br /> PL 0.625x8 B No CaAa(Out Of 96.60-51.40 2 No Ice 0.00 17.01 <br /> Face) <br /> PL 0.625x8 C No CaAa(Out Of 96.60-51.40 2 No Ice 0.00 17.01 <br /> Face) <br /> PL 0.625x8 D No CaAa(Out Of 96.60-51.40 2 No Ice 0.00 17.01 <br /> Face) <br /> *** <br /> PL 0.75x8 A No CaAa(Out Of 51.40-31.30 2 No Ice 0.00 20.42 <br /> Face) <br /> PL 0.75x8 B No CaAa(Out Of 51.40-31.30 2 No Ice 0.00 20.42 <br /> Face) <br /> PL 0.75x8 C No CaAa(Out Of 51.40-31.30 2 No Ice 0.00 20.42 <br /> Face) <br /> PL 0.75x8 D No CaAa(Out Of 51.40-31.30 2 No Ice 0.00 20.42 <br /> Face) <br /> PL 0.875x8 A No CaAa(Out Of 31.30-0.00 2 No Ice 0.00 23.82 <br /> Face) <br /> PL 0.875x8 B No CaAa(Out Of 31.30-0.00 2 No Ice 0.00 23.82 <br /> Face) <br /> PL 0.875x8 C No CaAa(Out Of 31.30-0.00 2 No Ice 0.00 23.82 <br /> Face) <br /> PL 0.875x8 D No CaAa(Out Of 31.30-0.00 2 No Ice 0.00 23.82 <br /> Face) <br /> Feed Line/Linear Appurtenances Section Areas <br /> Tower Tower Face AA AF. C.,A.4 CIA,, Weight <br /> Section Elevation In Face Out Face <br /> ft fr' p' fP f' 1h <br /> T1 287.67-280.08, A 0.000 0.000 7.849 0.000 76 <br /> B 0.000 0 000 5.521 0.000 27 <br /> C 0.000 0.000 0.000 0.000 0 <br /> D 0.000 0.000 7.078 0.000 52 <br /> T2 280.08-272.50 A 0.000 0.000 11.438 0.000 111 <br /> B 0.000 0.000 10.384 0.000 49 <br /> C 0.000 0.000 0.000 0.000 0 <br /> D 0.000 0.000 7.078 0.000 52 <br /> T3 272.50-247.33 A 0.000 0.000 37.960 0.000 369 <br /> B 0.000 0.000 36.517 0.000 168 <br /> C 0.000 0.000 0.000 0.000 0 <br /> D 0.000 0.000 23.489 0.000 173 <br /> T4 247 33-232.58 A 0.000 0.000 22.248 0.000 216 <br /> B 0.000 0.000 21.402 0.000 99 <br />