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tnxTower Job Norpro, WA BU#826263 Page3 of 10 <br /> Vertical Structures,Inc. Project Date <br /> 309 Spangler Dr,Suite Vertical Structures Job No. 2016-003-031 13:04:43 03/10/16 <br /> Richmond,KY 40475 Client Designed by <br /> Phone:(859)624-8360 Crown Castle <br /> FAX.-(859)624-8369 chymore <br /> Description Face Allow Component Placement Total CAAA Weight <br /> or Shield Type Number <br /> Leg ft ft'/ft plf <br /> LDF7-50A(1-5/8 A No Inside Pole 136.00-8.00 6 No Ice 0.00 0.82 <br /> FOAM) 1/2"Ice 0.00 0.82 <br /> (AT&T Mobility) <br /> FB-L98-002-XXX(3/8") A No Inside Pole 136.00-8.00 2 No Ice 0.00 0.10 <br /> (AT&T Mobility) 1/2"Ice 0.00 0.10 <br /> WR-VG86T(Power A No Inside Pole 136.00-8.00 2 No Ice 0.00 0.15 <br /> Cable) 1/2"Ice 0.00 0.15 <br /> (AT&T Mobility) <br /> ** <br /> LDF7-50A(1-5/8 C No Inside Pole 150.00-8.00 18 No Ice 0.00 0.82 <br /> FOAM) 1/2"Ice 0.00 0.82 <br /> LDF6-50A(1-1/4 C No Inside Pole 150.00-8.00 1 No Ice 0.00 0.66 <br /> FOAM) 1/2"Ice 0.00 0.66 <br /> LDF7-50A(1-5/8 C No Inside Pole 121.00-8.00 6 No Ice 0.00 0.82 <br /> FOAM) 1/2"Ice 0.00 0.82 <br /> ** <br /> TSZ 999 C No Inside Pole 104.00-8.00 3 No Ice 0.00 0.10 <br /> 067/xxxM-IOAWG(1") 1/2"Ice 0.00 0.10 <br /> Feed Line/Linear Appurtenances Section Areas <br /> Tower Tower Face A,, At. CAAA CAA,, Weight <br /> Section Elevation In Face Out Face <br /> ft ft, ft, ft, ft? ib <br /> L1 150.08-119.67 A 0.000 0.000 8.938 0.000 173.79 <br /> B 0.000 0.000 0.000 0.000 0.00 <br /> C 0.000 0.000 0.413 0.000 476.94 <br /> L2 119.67-92.25 A 0.000 0.000 15.002 0.000 291.71 <br /> B 0.000 0.000 1.364 0.000 13.80 <br /> C 0.000 0.000 8.499 0.000 615.46 <br /> L3 92.25-45.67 A 0.000 0.000 25.490 0.000 495.65 <br /> B 0.000 0.000 23.105 0.000 233.85 <br /> C 0.000 0.000 14.441 0.000 1053.71 <br /> L4 45.67-0.00 A 0.000 0.000 20.611 0.000 400.77 <br /> B 0.000 0.000 18.683 0.000 189.09 <br /> C 0.000 0.000 11.677 0.000 852.02 <br /> Feed Line/Linear Appurtenances Section Areas - With Ice <br /> Tower Tower Face Ice At, At: CA, C:,A;, Weight <br /> Section Elevation or Thickness In Face Out Face <br /> ft Leg in ft, ft, ft, ft, Ib <br /> Ll 150.08-119.67 A 0.575 0.000 0.000 15.871 0.000 359 79 <br /> B 0.000 0.000 0.000 0.000 0.00 <br /> C 0.000 0.000 0.708 0.000 482.12 <br /> L2 119.67-92.25 A 0.562 0.000 0.000 26.641 0.000 603.94 <br /> B 0.000 0.000 2.348 0.000 44.53 <br /> C 0.000 0.000 14.568 0.000 721.91 <br /> L3 92.25-45.67 A 0.538 0.000 0.000 44.946 0.000 1017.90 <br /> B 0.000 0.000 39.492 0.000 746.29 <br /> C 0.000 0.000 24.592 0.000 1229.61 <br /> L4 45.67-0.00 A 0.483 0.000 0.000 35.895 0.000 811.61 <br /> B 0.000 0.000 31.530 0.000 592.26 <br /> ' 4 f9 <br />