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t f <br /> October 14,2014 <br /> 190-ft Self-Support Tower Structural Analysis CCI BU No 825548 ' <br /> TEP Project Number 48i67.25330,Application 265056, Revision 3 Page 8 <br /> 4.1) Recommendations <br /> 1) If the load differs from that described in Tables 1 and 2 of this report, "Appendix B—Base Level <br /> Drawing" or the provisions of this analysis are found to be invalid, another structural analysis <br /> should be performed. <br /> 2) The tower and its foundation have sufficient capacity to carry the existing, reserved, and <br /> proposed loads. No modifications are required at this time. <br /> tnxTower Report-version 6.1.4.1 <br />