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� <br /> ' Job Page <br /> ������'� Paine Field (BU 856390) - Seismic 7 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP N0.62974 134464 11:57:46 09/29/17 <br /> 326 Tryon Rond <br /> Kaleiglz,NC 27603 Client <br /> Phor�e:(919)�61-6351 Designed by <br /> Fax:�9t9�6�1-�3so Crown Castle mtweavil <br /> Tower Tower Face AR Ar CAA� C,�A� Weight <br /> Section Elevation !n Face Out Face <br /> t t� t� a� lb <br /> T1 100.00-80.00 A 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 46.910 0.000 244 <br /> C 0.000 0.000 48.095 0.000 240 <br /> T2 80.00-60,00 A 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 46.910 0.000 244 <br /> C 0.000 0.000 48.095 0.000 240 <br /> T3 60.00-40.00 A 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 46.910 0.000 244 <br /> C 0.000 0.000 48.095 0.000 240 <br /> T4 40.00-30.00 A 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 23.455 0.000 122 <br /> C 0.000 0.000 24.048 0.000 120 <br /> TS 30.00-20.00 A 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 23.455 0.000 122 <br /> C 0.000 0.000 24.048 0.000 120 <br /> T6 20.00-10.00 A 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.006 23.455 0.000 122 <br /> C 0.000 0.000 24.048 0.000 120 <br /> T7 10.00-0.00 A 0.000 0.000 0.000 ' 0.000 0 <br /> B 0.000 0.000 23.455 0.000 122 <br /> C 0.000 0.000 24.048 0.000 120 <br /> Feed Line/Linear A urtena`nces Section Are�s - With Ice: <br /> p Tower Tower Fuce Ice Ak AF CnAA C,iA� Weight <br /> Sectian Elevation or Thickness In Fuce Out Face <br /> t Le in 1� [� tZ t� lb <br /> � Tl 100.00-80.00 A 1.658 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 89.784 0.000 1386 <br /> C 0.000 0.000 150.330 0.000 1829 <br /> T2 A0.00-60.00 A 1.617 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 89.032 0.000 1352 <br /> C 0.000 0.000 148.071 0.000 1775 <br /> T3 60.00-40.00 A 1.564 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 88:054 0.000 1309 <br /> C 0.000 0.000 145.135 0.000 1706 <br /> T4 40.00-30.00 A 1.509 0.000 O.OpO 0.000 0.000 0 <br /> B 0.000 0.000 43.527 0:000 633 <br /> C 0.000 0.000 71:065 0.000 819 <br /> TS 30.00-20.00 A 1.459 0.000 0.000 0.000 0.000 0 <br /> B 0.000 0.000 43.071 0.000 613 <br /> C 0.000 0.000 69.696 Q.000 788 <br /> T6 20.00-]0.00 A 1386 0.000 0.000' 0.000 0.000 0 <br /> B 0.000 0.000 42.409 0.000 585 <br /> C 0.000 0.000 67.705 0.000 744 <br /> T7 ]0.00-0:00 A 1.242 0.000 0:000 0.000 0.000 -0 <br /> B 0.000 0.000 41.096 0.000 531 <br /> C 0.000 0.000 63.754 0.000 661 <br /> Fee�d Line Center of Qressure <br /> Section Elevation CPX CPi CPx CP� <br /> !ce !ce <br /> � t in in in in <br />