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July 22,2019 <br /> 190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548 <br /> TEP Project Number 48167.283829, Order 449759, Revision 2 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 of Antenna Antenna Model of Feed Line <br /> Level (ft) Elevation Antennas Manufacturer Lines Size(in) <br /> (ft) <br /> 3 Ericsson 800MHz SMR Filter <br /> 3 Ericsson RRUS 11 <br /> 150.0 3 Ericsson RRUS 31 B25 <br /> 148.0 (— 9 -- RFS Celwave ACU-A20-N 3 1-1/4 <br /> 3 Ericsson Air 6488 B41 w/Mount Pipe <br /> 149.0 3 RFS Celwave APXVERRI 8-C w/Mount Pipe <br /> 148.0 3 Site Pro 1 VFA12-HD-SPT j <br /> Table 2-Other Considered Equipment <br /> Center Number Number Feed <br /> of Mounting, Line Antenna Antenna Model of Feed Line <br /> Level (ft) Elevation Manufacturer <br /> (ft) Antennas Lines-. Size(in), <br /> - 4.__...._.. ... ......... . ... _ .._...__..._.-..._ _. . . . _......i <br /> Cellmax CMA-BDHH/6521/E0-6 <br /> ` ( Technologies w/Mount Pipe <br /> 4 Commscope FFHH-65C-R3 w/Mount Pipe <br /> 3 Nokia AEHC w/Mount Pipe 1 1-1/2 <br /> 190.0 194.0 4 Nokia AHLOA 1 1-3/5 <br /> 8 Nokia AHFIB I 12 i 1-5/8 <br /> 1 Commscope HCS 2.0 Part 1 <br /> 1 Raycap RNSNDC-7771-PF-48 <br /> 190.0 1 Tower Mounts Platform Mount[LP 102-1] I <br /> tnxTower Report-version 8.0.5.0 <br />