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April24,2019 <br /> 190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548 <br /> TEP Project Number 48167.253288, Order 478452, Revision 0 Page 3 <br /> 1)INTRODUCTION <br /> This tower is a 190-ft self supporting tower designed by Valmont Microflect. The tower has been modified per <br /> reinforcement drawings prepared by Tower Engineering Professionals in July of 2013. All information provided to <br /> TEP was assumed to be accurate and complete. <br /> 2)ANALYSIS CRITERIA <br /> TIA-222 Revision: TIA-222-H <br /> Risk Category: II <br /> Wind Speed: 137 mph <br /> Exposure Category: C <br /> Topographic Factor: 1.0 <br /> Service Wind Speed: 60 mph <br /> Table 1 - Proposed Equipment Configuration <br /> Center Number Number' Feed <br /> Mounting Line Antenna <br /> of Antenna Model of Feed Line <br /> Level (ft) Elevation Antennas Manufacturer Lines Size(in) <br /> (ft) <br /> DBXNH-6565B-R2M <br /> 3 Andrew ( w/Mount Pipe <br /> NNHH-65B-R4_CCIV2 <br /> 6 Commscope w/Mount Pipe <br /> 3 Commscope SBJAH4-1 D65B-DL <br /> i <br /> w/Mount Pipe <br /> 3 Andrew E15S09P78 <br /> 175.0 I 3 Ericsson RRUS 32 <br /> j 3 Ericsson RRUS 32 B2 3 5/16 <br /> 3 Ericsson RRUS 32 B66 3 3/8 <br /> j 171.0 3 Ericsson RRUS 4449 B5/B12 6 3/4 <br /> 3 Ericsson RRUS 4478 B14_CCIV2 6 7/8 <br /> 6 Raycap DC2-48-60-0-9E 12 1 5/8 i <br /> 2 Raycap DC6-48-60-18-8C <br /> 1 Raycap DC6-48-60-18-8F <br /> 3 Site Pro 1 Puck <br /> 3 Kenwood T1326KTI2 Tie Back <br /> 171.0 3 Site Pro 1 SFS-V Stabilizer Kit <br /> 6 Generic 2-7/8"OD x 8' Mount Pipe <br /> 1 Tower Mounts Sector Mount[SM 503-3] <br /> tnxTower Report-version 8.0.5.0 <br />