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I <br /> May 18, 2018 <br /> 130 Ft Monopole Tower Structural Analysis Report CCI BU No. 815285 <br /> Project Number 85660.010.01, Order 428150, Revision 0 Page 4 <br /> Center Number Number Feed <br /> Mounting Line Antenna Line <br /> Level (ft) Elevation of Manufacturer Antenna Model of Feed Size Note <br /> (ft) Antennas Lines (in) <br /> - 1 <br /> 1 1 86.0 I 1 -- Side Arm Mount[SO 102-3] I j <br /> I 88.0 3 Nokia I FHFB I - I 1 <br /> 87.0 9 Andrew 7 TMBXX-6516-R2M 1 1-1/4 3 <br /> 85.0 6 I Andrew ETT19V2S12UB <br /> 86.0 3 Nokia FRIG 12 7/8 1 <br /> 85.0 1 -- T-Arm Mount[TA 602-3] <br /> 83.0 83.0 1 — Miscellaneous[NA 509-3] — — 1 <br /> 71.0 71.0 1 — Side Arm Mount[SO 104-3] — — 1 <br /> 6 I Andrew SBNHH-1D65C <br /> 3 I Ericsson RADIO 4449 <br /> 70.0 70.0 3 I Ericsson RADIO 8843 3 1-3/8 2 <br /> 1 ( Raycap RCMDC-3315-PF-48 <br /> I 1 -- I Platform Mount[LP 301-1] I -- I -- 11 <br /> Notes: <br /> 1) Existing Equipment <br /> 2) Reserved Equipment <br /> 3) Equipment To Be Removed;Not Considered in This Analysis <br /> Table 3 - Design Antenna and Cable Information <br /> Center Number Number Feed <br /> Mounting Lineof Antenna Antenna Model of Feed Line <br /> Level (ft) Elevation Antennas Manufacturer Lines Size (in) <br /> (ft) <br /> 130 130 I 12 Celwave _ AP 199014 12 1-5/8 <br /> 1 Generic T-Arm Mount <br /> 107 107 9 Swedcom SP 9014 9 1-5/8 <br /> 1 Generic T-Arm Mount <br /> 97 97 I 12 Dapa 58010 12 1-5/8 <br /> 1 I Generic I T-Arm Mount <br /> 3) ANALYSIS PROCEDURE <br /> Table 4- Documents Provided <br /> Document Remarks Reference Source <br /> Online Order Information T-Mobile Co-Locate, Revision#0 428150 CCI Sites <br /> Tower Manufacturer Drawing _ Rohn, File No: 38996LS 500355 CCI Sites <br /> Foundation Drawing Rohn, File No: 38996LS 593722 CCI Sites <br /> Geotech Report Terra Associates, Inc., Project No: T-3859 141158 CCI Sites <br /> I Antenna Configuration I Crown CAD Package I Date: 05/11/2018 ICCI Sites <br /> 3.1) Analysis Method <br /> tnxTower(version 7.0.5.1), 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 7.0.5.1 <br />