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2215 MERRILL CREEK PKY VERIZON WIRELESS ANTENNA 2018-06-07
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2215 MERRILL CREEK PKY VERIZON WIRELESS ANTENNA 2018-06-07
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6/7/2018 3:47:34 PM
Creation date
6/7/2018 3:47:28 PM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
2215
Tenant Name
VERIZON WIRELESS ANTENNA
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April 12,2017 <br /> 150-ft Monopole Tower Structural Analysis Report CCI BU No 826263 <br /> TEP Project Number 46302.115847,Application 387666, Revision 1 Page 5 <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 /> 147.0 147.0 12 EMS Wireless _ RR90-1800 -137.0 137.0 12 EMS Wireless RR90-1800 - - <br /> 127.0 127.0 12 EMS Wireless RR90-1800 - - <br /> 117.0 117.0 2 Generic 10' Dia. HP MW - <br /> 3)ANALYSIS PROCEDURE <br /> Table 4- Documents Provided <br /> Document Remarks Reference Source <br /> Geotechnical Report ADaPT Engineering, Inc. 3563308 CCISites <br /> Tower Foundation Drawings Peterson Strehle Martinson, Inc. 3841644 CCISites <br /> Tower Manufacturer Drawings Valmont Microflect 3563309 CCISites <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 /> 3.2) Assumptions <br /> 1) The tower and foundation were built in accordance with the manufacturer's specifications. <br /> 2) The tower and foundation have been maintained in accordance with the manufacturer's <br /> specification. <br /> 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as <br /> specified in Tables 1 and 2, and"Appendix B—Base Level Drawing". <br /> 4) All tower components are in sufficient condition to carry their full design capacity. <br /> 5) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is <br /> left to the carrier or tower owner to ensure conformance. <br /> 6) All antenna mounts and mounting hardware are structurally sufficient to carry the full design <br /> capacity requirements of appurtenance wind area and weight as provided by the original <br /> manufacturer specifications. It is the carrier's responsibility to ensure compliance to the <br /> structural limitations of the existing and/or proposed antenna mounts. TEP did not analyze <br /> antennas supporting mounts as part of this structural analysis report. <br /> This analysis may be affected if any assumptions are not valid or have been made in error. Tower <br /> Engineering Professionals should be notified to determine the effect on the structural integrity of the <br /> tower. <br /> tnxTower Report-version 7.0.5.1 <br />
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