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Job Page <br /> t3& Tower Pasco County (VS) (BU 826548) 8 of 31 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.314456 10:28:19 10/21/19 <br /> 326 Tryon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX.•(919)661-6350 CdcrOOk <br /> Description Face Allow Exclude Component Placement Face Lateral # # Clear Width or Perimeter Weight <br /> or Shield From Type Offset Offset Per Spacing Diameter <br /> Leg Torque ft in (Frac FW) Row in in in plf <br /> Calculation <br /> LDF6-50A(1- C No No At(CaAa) 190.00- 2.5000 -0.05 1 1 0.5000 1.5500 0.60 <br /> 1/4) 0.00 <br /> LDF7-50A(1- C No No At(CaAa) 190.00- 0.0000 0.02 6 6 0.5000 1.9800 0.82 <br /> 5/8") 0.00 <br /> Feed Line C No No Af(CaAa) 190.00- 0.0000 0 1 1 3.0000 3.0000 4.00 <br /> Ladder 0.00 <br /> Feed Line/Linear Appurtenances - Entered As Area <br /> Description Face Allow Exclude Component Placement Total CAAA Weight <br /> or Shield From Type Number <br /> Leg Torque ft Aft plf <br /> Calculation <br /> *a <br /> Feed Line/Linear Appurtenances Section Areas <br /> Tower Tower Face AR AF CAAA CAAA Weight <br /> Section Elevation In Face Out Face <br /> h ft, ft, ft, ft, lb <br /> Tl 190.00-180.00 A 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 5.375 0.000 42 <br /> C 0.000 0.000 33.620 0.000 172 <br /> T2 180.00-160.00 A 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 58.915 0.000 302 <br /> C 0.000 0.000 67.240 0.000 343 <br /> T3 160.00-140.00 A 0.000 0.000 72.140 0.000 318 <br /> B 0.000 0.000 98.322 0.000 479 <br /> C 0.000 0.000 67.240 0.000 343 <br /> T4 140.00-120.00 A 0.000 0.000 81.820 0.000 403 <br /> B 0.000 0.000 98.322 0.000 479 <br /> C 0.000 0.000 101.000 0.000 522 <br /> T5 120.00-113.33 A 0.000 0.000 27.273 0.000 134 <br /> B 0.000 0.000 32.774 0.000 160 <br /> C 0.000 0.000 33.667 0.000 174 <br /> T6 113.33-106.67 A 0.000 0.000 27.273 0.000 134 <br /> B 0.000 0.000 32.774 0.000 160 <br /> C 0.000 0.000 33.667 0.000 174 <br /> T7 106.67-100.00 A 0.000 0.000 27.273 0.000 134 <br /> B 0.000 0.000 32.774 0.000 160 <br /> C 0.000 0.000 33.667 0.000 174 <br /> T8 100.00-80.00 A 0.000 0.000 81.820 0.000 403 <br /> B 0.000 0.000 98.322 0.000 479 <br /> C 0.000 0.000 101.000 0.000 522 <br /> T9 80.00-70.00 A 0.000 0.000 40.910 0.000 202 <br /> B 0.000 0.000 49.161 0.000 240 <br /> C 0.000 0.000 50.500 0.000 261 <br /> T10 70.00-60.00 A 0.000 0.000 40.910 0.000 202 <br /> B 0.000 0.000 49.161 0.000 240 <br />