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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 4 <br /> Table 2-Other Considered Equipment <br /> Center Number Number Feed <br /> Mounting Line of Antenna Antenna Model of Feed Line <br /> (ft) <br /> Level (ft) Elevation Antennas Manufacturer Lines Size(in) <br /> 4 Cellmax CMA-BDHH/6521/EO-6 <br /> Technologies w/Mount Pie <br /> j4 Commscope FFHH-65C-R3 w/Mount Pipe <br /> j 3 Nokia AEHC w/Mount Pipe 194.0 1 1 1/2 <br /> i 190.0 4 Nokia AHLOA 1 1-3/5 <br /> 8 Nokia AHFIB 12 1-5/8 <br /> `— 1 Commscope HCS 2.0 Part 1 <br /> Raycap RNSNDC-7771-PF-48 <br /> 190.0 1 Tower Mounts Platform Mount[LP 102-1] <br /> I 3 CSS CAP-FRO-656 w/Mount Pipe <br /> l 6-1 JMA Wireless MX06FRO860-02 w/Mount Pipe i+ <br /> 160.0 160.0 6 Ericsson _ RRUS 32 1 1-1/ <br /> 1 Raycap RRFDC-3315-PF-48 12 1-5/88 <br /> j <br /> 3 Site Pro 1 VFA14-HD <br /> 3 Ericsson 80OMHz SMR Filter <br /> 150.0 I J Ericsson RRUS 11 <br /> i <br /> 3 Ericsson RRUS 31 B25 <br /> 148.0 9 RFS Celwave ACU-A20-N 3 1-1/4 <br /> 3 Ericsson Air 6468 B41 w/Mount Pipe <br /> i 149.0 <br /> 3 RFS Celwave APXVERRI8-C w/Mount Pipe <br /> 148.0 3 Site Pro 1 VFA12-HD-SPT <br /> 140.0 140.0 3 Communications ations HB-X-AW-23-33-OOT <br /> j 6 1-5/8 <br /> 1 Tower Mounts Sector Mount[SM 402-3] <br /> 3)ANALYSIS PROCEDURE <br /> Table 3- Documents Provided <br /> Document Remarks Reference Source <br /> Geotechnical Report Nodarse &Associates, Inc. 3497292 CCISites <br /> Tower Foundation Drawings Valmont Microflect I 3497291 CCISites <br /> Tower Manufacturer Drawings Valmont Microflect 3675014 CCISites <br /> Tower Reinforcement Drawings Tower Engineering Professionals 3946359 CCISites <br /> Post-Modification Inspection Tower Engineering Professionals 4460699 CCISites <br /> 3.1) Analysis Method <br /> tnxTower (version 8.0.5.0), a commercially available analysis software package, was used to create a <br /> three-dimensional model of the tower and calculate member stresses for various loading cases. <br /> Selected output from the analysis is included in Appendix A. <br /> tnxTower Report-version 8.0.5.0 <br />