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ll ®O <br /> per T1A-222-G <br /> Site BU: 823967CROWN <br /> Work Order: 1599564 t'`-_ `� CASTLE <br /> Pole Geometry Copyright©2018 Crown Castle <br /> Pole Height Above Lap Splice Length Bottom Diameter <br /> Base(ft) Section Length(ft) (ft) Number of Sides Top Diameter(in) (in) Wall Thickness(in) Bend Radius(in) Pole Material <br /> 1 127 39.75 3.5 12 16 23.71 0.1875 Auto A572-65 <br /> 2 90.75 38.75 4.25 _ 12 22.66 30.04 0.25 Auto A572-65 <br /> 3 56.25 39.25 5 12 28.73 36.2 0.3125 Auto A572-65 <br /> 4 22 22 0 12 34.63 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 19.75 34.25 plate CCI-SFP-065125 3 x x x <br /> 2 54 75 plate CCI-SFP-060100 3 x x x <br /> 3 89.25 100.25 plate CCI-AFP-045100 3 x x x <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> Reinforcement Details <br /> Bottom Top <br /> Pole Face to Termination Termination Reinforcement <br /> B(in) H(in) Gross Area(in2) Centroid(in) Length(in) Length(in) L„(in) _Net Area(in2) Bolt Hole Size(in) Material <br /> 1 6.5 1.25 8.125 0.625 33.000 33.000 19.000 6.563 1.1875 A572-65 <br /> 2 6 1 6 0.5 24.000 24.000 16.000 4.750 1.1875 A572-65 <br /> 3 4.5 1 4.5 0.5 24.000 24.000 20.000 3.250 1.1875 A572-65 <br /> CCIpole-version 4.0.1 Page 1 Analysis Date: 8/1/2018 <br />