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to Towe1� Job Page <br /> Norpro (BU 826263) 4 of 18 <br /> Tower Engineering Project Date <br /> Professionals TEP No.46302.124891 13:14:14 07/12/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX•(919)661-6350 DAR <br /> Tower Tower Face Ice AR AF CAAA CAAA Weight <br /> Section Elevation or Thickness In Face Out Face <br /> ft Leg in ft2 ft2 ft2 ft2 lb <br /> C 0.000 0.000 52.659 0.000 1714.54 <br /> IA 45.67-0.00 A 0.483 0.000 0.000 35.947 0.000 508.56 <br /> B 0.000 0.000 51.351 0.000 1232.90 <br /> C 0.000 0.000 51.351 0.000 1664.93 <br /> Feed Line Center of Pressure <br /> Section Elevation CPx CPz CPx CPZ <br /> Ice Ice <br /> ft in in in in <br /> Ll 150.08-119.67 0.623 -0.141 0.726 -0.351 <br /> L2 119.67-92.25 0.679 -0.019 0.631 -0.164 <br /> L3 92.25-45.67 0.605 0.762 0.550 0.656 <br /> IA 45.67-0.00 0.624 0.788 0.588 0.703 <br /> Shielding Factor Ka <br /> Tower Feed Line Description Feed Line K K <br /> Section Record No. Segment Elev. No Ice Ice <br /> Ll 2 Safety Line 3/8 119.67- 1.0000 1.0000 <br /> 150.00 <br /> Ll 3 Step Pegs(3/4"SR)7-in. 119.67- 1.0000 1.0000 <br /> w/30"step 150.00 <br /> Ll 8 LDF7-50A(1-5/8) 119.67- 1.0000 1.0000 <br /> 136.00 <br /> Ll 13 TYPE 1(1-1/4) 119.67- 1.0000 1.0000 <br /> 121.00 <br /> Ll 18 LDF7-50A(1-5/8) 119.67-95.00 1.0000 1.0000 <br /> L2 2 Safety Line 3/8 92.25-119.67 1.0000 1.0000 <br /> L2 3 Step Pegs(3/4"SR)7-in. 92.25-119.67 1.0000 1.0000 <br /> w/30"step <br /> L2 8 LDF7-50A(1-5/8) 92.25-119.67 1.0000 1.0000 <br /> L2 13 TYPE 1(1-1/4) 92.25-119.67 1.0000 1.0000 <br /> L2 18 LDF7-50A(1-5/8) 92.25-95.00 1.0000 1.0000 <br /> L3 2 Safety Line 3/8 45.67-92.25 1.0000 1.0000 <br /> L3 3 Step Pegs(3/4"SR)7-in. 45.67-92.25 1.0000 1.0000 <br /> w/30"step <br /> L3 8 LDF7-50A(1-5/8) 45.67-92.25 1.0000 1.0000 <br /> L3 13 TYPE 1(1-1/4) 45.67-92.25 1.0000 1.0000 <br /> L3 18 LDF7-50A(1-5/8) 45.67-92.25 1.0000 1.0000 <br /> Discrete Tower Loads <br />