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July 30, 2021 <br /> 162.083 Ft Monopole Tower Structural Analysis CCI BU No 826263 <br /> Project Number 2021-003-036, Order 565138, Revision 0 Page 3 <br /> 1) INTRODUCTION <br /> This tower is a 152.083 ft Monopole tower designed by Valmont. <br /> For the purpose of this analysis, the 12 ft extension and modifications detailed in CCIsites Work Order No. <br /> 1996736 are considered to be complete. <br /> 2)ANALYSIS CRITERIA <br /> TIA-222 Revision: TIA-222-H <br /> Risk Category: II <br /> Wind Speed: 98 mph <br /> Exposure Category: C <br /> Topographic Factor: 1 <br /> Ice Thickness: 1 in <br /> Wind Speed with Ice: 30 mph <br /> Seismic Ss: 1.368 <br /> Seismic S1: 0.486 <br /> Service Wind Speed: 60 mph <br /> Table 1 -Proposed Equipment Configuration <br /> Center Number Number Feed <br /> Mounting Line Antenna Line <br /> of Antenna Model of.Feed <br /> Level(ft): Elevation Manufacturer Size <br /> (ft) Antennas Lines (in) <br /> I 138.0 1 3 nokia AEQK w/Mount Pipe <br /> 3 alcatel lucent RRH4x25-WCS <br /> CMA- <br /> cellmax <br /> 3 technologies UBTULBULBHH/6517/17/21/21_CCIV2 <br /> w/Mount Pipe <br /> 3 commscope NNH4-65C-R6 w/Mount Pipe 12 1 5/8 <br /> 136.0 3 nokia AHCA CCIV3 3 3/8 <br /> 136.0 1 7/8 <br /> 3 nokia AHFIB 4 3/4 <br /> 3 nokia j AHLBA <br /> 2 raycap DC6-48-60-18-8F <br /> 1 raycap DC9-48-60-24-8C-EV <br /> 1 siteprol PRK-SFS-L Stabilizer Kit(3) <br /> 1 Platform Mount[LP 303-1_HR-1] <br /> tnxTower Report-version 8.1.1.0 <br />