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August 11,2020 <br /> 190-ft Self-Supporting Tower Structural Analysis Report CCI BU No 826548 <br /> TEP Project Number 48167.359855, Order 485515, Revision 4 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. <br /> 2)ANALYSIS CRITERIA <br /> TIA-222 Revision: TIA-222-H <br /> Risk Category: II <br /> Wind Speed: 138 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 i Antenna <br /> of Antenna Model of Feed Line , <br /> Level (ft) ' Elevation Manufacturer <br /> Antennas; Lines Size(in)' <br /> (ft) ; <br /> 4 Commscope FFHH-65C-R3_T-M0BILE <br /> w/Mount Pipe <br /> 3 Nokia AEHC w/Mount Pipe <br /> 4 Nokia AHLOA_T-MOBILE 12 1-5/8 <br /> 189.0 189.0 4 Nokia AHFIG 1 1-3/5 <br /> 2 1-1/2 <br /> 1 Raycap RNSNDC-7771-PF-48 <br /> 2 Commscope HCS 2.0 <br /> 3 Site Pro 1 VFA12-HD Sector Mount <br /> tnxTower Report-version 8.0.7.4 <br />