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October21,2019 <br /> 190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548 <br /> TEP Project Number 48167.314456, Order 506095, 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 of Antenna Antenna Model of Feed Line <br /> Level (ft) Elevation Antennas Manufacturer <br /> (ft) Lines Size(in) <br /> i ( 6 I JMA Wireless IMX06FRO860-02 w/Mount Pipe <br /> 3 Ericsson KRY901369_CCIV2 <br /> 3 Ericsson RRUS 32 62 <br /> 160.0 160.0 3 Ericsson RRUS 32 B66 14 1-5/8 <br /> 3 Ericsson RRUS 4449 B5/612 <br /> 1 Raycap RRFDC-3315-PF-48 <br /> 1 Raycap RVZDC-6627-PF-48 <br /> 3 Site Pro 1 VFA14-HD Mount <br /> Table 2-Other Considered Equipment <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 /> i <br /> 4 I Cellmax CMA-BDHH/6521/EO-6 <br /> Technologies w/Mount Pipe <br /> ! 4 Andrew SBNHH-1 D65C w/Mount Pipe <br /> 4 Nokia FHFB <br /> 2 Nokia ( FRIE 1 7/8 <br /> 194.0 6 Andrew j E15SO8P77 1 1-1/4 <br /> 190.0 4 Nokia FRIG 6 1-5/8 <br /> i <br /> 8 Andrew ECC1920-VPUB 6 2-1/4 <br /> 3 Nokia FXFB <br /> 1 Raycap DC4-48-60-8-20E-00 <br /> 1 Raycap RNSNDC-7771-PF-48 <br /> j 190.0 1 Tower Mounts Platform Mount [LP 102-1] <br /> tnxTower Report-version 8.0.5.0 <br />