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2408 39TH ST CINGULAR WIRELESS ANTENNA 2019-09-10
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2408 39TH ST CINGULAR WIRELESS ANTENNA 2019-09-10
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9/10/2019 8:38:06 AM
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9/10/2019 8:37:58 AM
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Address Document
Street Name
39TH ST
Street Number
2408
Tenant Name
CINGULAR WIRELESS ANTENNA
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August 31, 2017 <br /> 130 Ft Monopole Tower Structural Analysis Report CCI BU No. 815285 <br /> Project Number 85660.008.01,Application 402883, Revision 1 Page 4 <br /> Center Number Number Feed <br /> Mounting Line Antenna Antenna Model of Feed Line Note <br /> Level (ft) Elevation Antennas Manufacturer Lines Size <br /> (ft) (in) <br /> 1 Raycap RNSDC-7771-PF-48 f i <br /> 6Andrew ETT19V2S12UB <br /> • 85.0 --._ 1 T-Arm Mount[TA 602-3]� <br /> 83.0 [ 83.0 I 1 -- Miscellaneous [NA 509-3] -- -- 2 <br /> 12 Amphenol CVWVX063X19G00 <br /> I 6 Ericsson RRUS-12 <br /> 70.0 70.0 -..'. 3 1 1 <br /> i 3 Raycap RCMDC 3315-PF-48 <br /> 9 1 1 -- i Platform 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 /> of Antenna Model of Feed Line <br /> Level (ft) Elevation Antennas Manufacturer Lines Size (in) <br /> (ft) <br /> _ w <br /> 12 Celwave i AP 199014 <br /> 130 130 I 12 1-5/8 <br /> _ 3 1 Generic T-Arm Mount <br /> 9 SweSP <br /> 107 107 <br /> dco m T1 Generic <br /> -A m9014 Mount 9 1-5/8 <br /> 12 Dapa 58010 <br /> 97 97 ,_ �� l ... _m,. ���a 12 1-5/8 <br /> 1 Generic T-Arm Mount <br /> 3)ANALYSIS PROCEDURE <br /> Table 4-Documents Provided <br /> Document Remarks Reference Source <br /> Online Application ( AT&T Mobility Co-Locate, Revision# 1 402883 j 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 /> Antenna Configuration 1 Crown CAD PackageDate: 08/25/2017 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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