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�.h s"4�'►M G• Job Page <br /> jj Pasco County (VS) (BU 826548) 8 of 27 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.359855 14:48:37 08/11/20 <br /> 326 Tryon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle- <br /> FAX:(919)661-6350 gdkeller <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 /> ASU9325TYP C No No Ar(CaAa) 189.00- 2.0000 -0.05 1 1 0.5000 1.5840 1.61 <br /> 01(1-3/5) 0.00 <br /> HCS 2.0 Part C No No Ar(CaAa) 189.00- 2.0000 -0.06 2 2 0.5000 1.5500 1.71 <br /> 3(1-1/2) 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 ftz/ft p f <br /> Calculation <br /> Feed Line/Linear Appurtenances Section Areas <br /> Tower Tower Face AR AF CAAA CAAA Weight <br /> Section Elevation In Face Out Face <br /> ft ft, ft2 ft2 ft2 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 30.600 0.000 174 <br /> T2 180.00-160.00 A 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 57.166 0.000 302 <br /> C 0.000 0.000 66.888 0.000 377 <br /> T3 160.00-140.00 A 0.000 0.000 73.227 0.000 332 <br /> B 0.000 0.000 95.142 0.000 479 <br /> C 0.000 0.000 66.888 0.000 377 <br /> T4 140.00-120.00 A 0.000 0.000 84.538 0.000 438 <br /> B 0.000 0.000 95.142 0.000 479 <br /> C 0.000 0.000 100.648 0.000 556 <br /> T5 120.00-113.33 A 0.000 0.000 28.179 0.000 146 <br /> B 0.000 0.000 31.714 0.000 160 <br /> C 0.000 0.000 33.549 0.000 185 <br /> T6 113.33-106.67 A 0.000 0.000 28.179 0.000 146 <br /> B 0.000 0.000 31.714 0.000 160 <br /> C 0.000 0.000 33.549 0.000 185 <br /> T7 106.67-100.00 A 0.000 0.000 28.179 0.000 146 <br /> B 0.000 0.000 31.714 0.000 160 <br /> C 0.000 0.000 33.549 0.000 185 <br /> T8 100.00-80.00 A 0.000 0.000 84.538 0.000 438 <br /> B 0.000 0.000 95.142 0.000 .479 <br /> C 0.000 0.000 100.648 0.000 556 <br /> T9 80.00-70.00 A 0.000 0.000 42.269 0.000 219 <br /> B 0.000 0.000 47.571 0.000 240 <br /> C 0.000 0.000 50.324 0.000 278 <br /> T10 70.00-60.00 A 0.000 0.000 42.269 0.000 219 <br /> B 0.000 0.000 47.571 0.000 240 <br />