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2215 MERRILL CREEK PKY A T AND T WIRELESS ANTENNA 2023-02-06
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2215 MERRILL CREEK PKY A T AND T WIRELESS ANTENNA 2023-02-06
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2/6/2023 2:17:49 PM
Creation date
2/6/2023 2:15:36 PM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
2215
Tenant Name
A T AND T WIRELESS ANTENNA
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Job Page <br /> tnxTower Norpro, WA BU#826263 4 of 33 <br /> Vertical Structures,Inc. Project Date <br /> 309 Spangler Dr.Suite E Vertical Structures Job No. 2021-003-036 15:22:38 07/30/21 <br /> Richmond,KY 40475 Client Designed by <br /> Phone:(859)624-8360 Crown Castle <br /> FAX::(859)624-8369 Jonathan Makinen <br /> Feed Line/Linear Appurtenances Section Areas <br /> Tower Tower Face AR AR CAAA CAAA Weight <br /> Section Elevation In Face Out Face <br /> ft ft2 ft2 ft2 ft2 lb <br /> Ll 162.08-150.08 A 0.000 0.000 0.000 0.000 0.00 <br /> B 0.000 0.000 0.000 0.000 0.00 <br /> C 0.000 0.000 1.587 0.000 23.30 <br /> L2 150.08-119.67 A 0.000 0.000 1.777 0.000 12.78 <br /> B 0.000 0.000 12.787 0.000 224.89 <br /> C 0.000 0.000 4.867 0.000 130.75 <br /> L3 119.67-92.25 A 0.000 0.000 11.585 0.000 109.55 <br /> B 0.000 0.000 21.465 0.000 377.50 <br /> C 0.000 0.000 7.390 0.000 152.71 <br /> L4 92.25-45.67 A 0.000 0.000 20.264 0.000 250.62 <br /> B 0.000 0.000 36.470 0.000 641.41 <br /> C 0.000 0.000 58.322 0.000 788.38 <br /> L5 45.67-0.00 A 0.000 0.000 16.385 0.000 202.65 <br /> B 0.000 0.000 29.489 0.000 518.63 <br /> C 0.000 0.000 47.159 0.000 637.47 <br /> Feed Line/Linear Appurtenances Section Areas With ice <br /> Tower Tower Face Ice AR AR CAAA CAAA Weight <br /> Section Elevation or Thickness In Face Out Face <br /> ft Leg in ft2 ft' ft2 f2 lb <br /> Ll 162.08-150.08 A 0.993 0.000 0.000 0.000 0.000 0.00 <br /> B 0.000 0.000 0.000 0.000 0.00 <br /> C 0.000 0.000 3.556 0.000 54.50 <br /> L2 150.08-119.67 A 0.978 0.000 0.000 3.966 0.000 46.26 <br /> B 0.000 0.000 30.200 0.000 522.35 <br /> C 0.000 0.000 10.818 0.000 224.47 <br /> L3 119.67-92.25 A 0.955 0.000 0.000 28.126 0.000 341.53 <br /> B 0.000 0.000 50.694 0.000 876.81 <br /> C 0.000 0.000 15.719 0.000 306.77 <br /> L4 92.25-45.67 A 0.915 0.000 0.000 52.205 0.000 665.18 <br /> B 0.000 0.000 85.100 0.000 1466.44 <br /> C 0.000 0.000 116.475 0.000 2076.44 <br /> L5 45.67-0.00 A 0.820 0.000 0.000 41.223 0.000 519.08 <br /> B 0.000 0.000 67.366 0.000 1153.57 <br /> • <br /> C 0.000 0.000 92.507 0.000 1631.66 <br /> Feed Line Center of Pressure <br /> Section Elevation CPx CPz CPx CPz <br /> Ice Ice <br /> ft in in in in <br /> LI 162.08-150.08 -1.1084 0.6400 -1.1602 0.6698 <br /> L2 150.08-119.67 1.1102 -1.1582 1.3487 -1.2510 <br /> L3 119.67-92.25 0.8857 -1.2998 1.0377 -1.6314 <br /> L4 92.25-45.67 3.3757 1.8086 3.2615 1.2458 <br /> L5 45.67-0.00 3.3790 1.8162 3.2118 1.2348 <br />
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