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per TIA-222-H <br /> Site BU: 823967 Crv. CROWN <br /> Work Order: 1954302 CASTLE <br /> Pole Geometry Copyright©2019 Crown Castle <br /> Pole Height Above Section Length Lap Splice Length Top Diameter Bottom Diameter Bend Radius <br /> ft ft ft Number of Sides Wall Thickness(in) Pole Material <br /> Base <br /> O O 1 ) (in) (in) (in) <br /> 1 127 39.75 3.5 12 16 23.71 0.1875 Auto A572-65 <br /> 2 90.71: 38.75 4.25 12 2.2.:16 30.04 0.25 Auto A572-65 <br /> 3 -I5.25 39.25 5 12 __,72 36.2 0.3125 Auto A572-65 <br /> 4 22 22 0 12 _ 22_ 38.74 0.375 Auto A572-65 <br /> Reinforcement Configuration <br /> Bottom Effective Top Effective <br /> Elevation(ft) Elevation(ft) Type Model Number 1 2 3 4 5 6 7 8 9 10 11 12 <br /> 1 19.448 33.948 plate CCI-SFP-065125 3 E E E <br /> 2 53.563 74.563 plate CCI-SFP-060100 3 E E E <br /> 3 88.75 99.75 plate CCI-AFP-045100 3 E E E <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> Reinforcement Details <br /> Gross Bottom Top <br /> B(in) H(in) Area Pole Face to Bottom Termination Termination TopTermination Type Termination Lu(in) Net Area Bolt Hole Size Reinforcement <br /> Centroid(in) Type yP (in2) (in) Material <br /> (in-) Length(in) Length(in) <br /> 1 6.5 1.25 8.125 0.625 PC 8.8-M20(100) 33 PC 8.8-M20(100) 33.000 19.000 6.563 1.1875 A572-65 <br /> 2 6 1 6 0.5 PC 8.8-M20(100) 24 PC 8.8-M20(100) 24.000 16.000 4.750 1.1875 A572-65 <br /> 3 4.5 1 4.5 0.5 PC 8.8-M20(100) 24 PC 8.8-M20(100) 24.000 20.000 3.250 1.1875 A572-65 <br /> CClpole-version 4.5.6 Page 1 Analysis Date: 5/25/2021 <br />