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Crown Cast/e USA, Inc. July 16, 2012 <br /> 285 Ft Self Support Tower Structural Analysis CCI BU No 816298 <br /> Project Number 012-01232-00,Applicatbn 144090, Revision 1 Page 2 <br /> TABLE OF CONTENTS <br /> 1) INTRODUCTION <br /> 2)ANALYSIS CRITERIA <br /> Table 1 -Proposed Antenna and Cable Information <br /> Table 2-Existing and Reserved Antenna and Cable Information <br /> Table 3- Design Antenna and Cable Information <br /> 3)ANALYSIS PROCEDURE <br /> Table 4- Documents Provided <br /> 3.1)Analysis Method <br /> 3.2)Assumptions <br /> 4)ANALYSIS RESULTS <br /> Table 5-Section Capacity(Summary) <br /> Table 6—Tower Component Stresses vs. Capacity <br /> 4.1) Recommendations <br /> 5) DISCLAIMER OF WARRANTIES <br /> 6)APPENDIX A <br /> tnxTower Output <br /> 7)APPENDIX B <br /> Base Level Drawing <br /> 8)APPENDIX C <br /> Additional Calculations <br /> tnxTower Report-version 6.0 4 0 <br />