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2420 39TH ST SPRINT ANTENNA 2018-04-17
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2420 39TH ST SPRINT ANTENNA 2018-04-17
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4/17/2018 7:50:05 AM
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4/17/2018 7:49:58 AM
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Address Document
Street Name
39TH ST
Street Number
2420
Tenant Name
SPRINT ANTENNA
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4 <br /> S <br /> August 22, 2017 <br /> 130 Ft Monopole Tower Structural Analysis Report CCI BU No. 815285 <br /> Project Number 85660.007.01,Application 403347, Revision 0 Page 4 <br /> Center Feed <br /> Number Number <br /> Mounting Line Antenna Line <br /> of Antenna Model of Feed Note' <br /> Level (ft). Elevation Manufacturer. Size I <br /> (ft) Antennas Lines (in) <br /> 1 1 -- T-Arm Mount[TA 602-3] <br /> 1 83.0 I 1 Site Pro PRK 1245 f -- I -- i 2 I <br /> 12 Amphenol r CWWX063X19G00 <br /> 70.0 70.0 6 Ericsson _ RRUS-12 37 1 1 <br /> 3 Raycap RCMDC-3315-PF-48 <br /> 1 1 -- !Side Arm Mount[LP 301-1] <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 Line ,..; Antenna <br /> `' Antenna Model of Feed Line <br /> Level (ft) Elevation Manufacturer <br /> lft) Antennas Lines Size(in) <br /> 130 130 12 Celwave AP 199014 12 1-5/8 <br /> I 1 I Generic T-Arm Mount <br /> 107 107 9 — Swedcom SP 9014 9 1-5/8 <br /> 1 Generic T-Arm Mount <br /> 97 97 12 I Dapa 58010 12 1-5/8 <br /> I 1 I Generic T-Arm Mount <br /> 3)ANALYSIS PROCEDURE <br /> Table 4-Documents Provided <br /> Document Remarks Reference Source <br /> Online Application Sprint Co-Locate, Revision#0 403347 CCI Sites <br /> Tower Manufacturing 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 /> Antenna Configuration Crown CAD Package I Date: 08/16/2017 I CCI 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 />
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