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March 10, 2016 <br /> 150.083 Ft Monopole Tower Structural Analysis CCI BU No 826263 <br /> Project Number 2016-003-031,Application 334177,Revision 4 Page 5 <br /> Table 3- Design Antenna and Cable Information <br /> Center Number Number Feed <br /> Mounting Line of Antenna Antenna Model of Feed Line <br /> Level (ft) Elevation Antennas Manufacturer Lines Size(in) <br /> (ft) <br /> 147 147 12 ems wireless RR90-1800 <br /> 1 valmont 13' Platform w/Rails <br /> 137 137 12 ems wireless RR90-1800 <br /> 1 valmont 13' Platform w/Rails <br /> 127 127 12 ems wireless RR90-1800 <br /> 1 valmont 13' Platform w/Rails <br /> 117 117 2 10' HP Dish <br /> 3)ANALYSIS PROCEDURE <br /> Table 4- Documents Provided <br /> Document Remarks Reference Source <br /> Online Application AT&T Mobility Change-Out 334177 CClsites <br /> Revision#4 <br /> Tower Drawing Valmont Drawing No. DD0656Z 3563309 CClsites <br /> Foundation Information Peterson Strehle Martinson 3841644 CClsites <br /> Project No. 20129 <br /> Geotechnical Report ADaPT Engineering Job No. 3563308 CClsites <br /> WA99-2566 <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. Crown Castle's CClplate 2.0 analysis tool <br /> was used to evaluate the anchor bolts, base plate, and any flange splices. <br /> 3.2) Assumptions <br /> 1) Tower and structures were built in accordance with the manufacturer's specifications. <br /> 2) The tower and structures 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 the referenced drawings. <br /> This analysis may be affected if any assumptions are not valid or have been made in error. Vertical <br /> Structures, Inc. should be notified to determine the effect on the structural integrity of the tower. <br /> tnxTower Report-version 7.0.5.1 <br />