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� , . <br /> July 6, 2014 <br /> 990-ft Se/f Support Tower Strucfura!Analysis CCI BU No 826548 <br /> TEP Project Number 48167.21337,Application 249995, Revis� n 0 Page 2 <br /> TABLE OF ONTENTS <br /> 1) INTRODUCTION <br /> 2) ANALYSIS CRITERIA <br /> Table 1 - Proposed Antenna an Cable Information <br /> Table 2- Existing Antenna and able Information <br /> Table 3- Design Antenna and able 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 (Su mary) <br /> Table 6 -Tower Component St esses vs. Capacity <br /> 4.1) Recommendations <br /> 5)APPENDIX A <br /> tnxTower Output <br /> 6) APPENDIX B <br /> Base Level Drawing <br /> 7)APPENDIX C <br /> Additional Calculations <br /> Z..��"�4_�I�� ` �!/�"�'i 14�L4 <br /> `����,,��"%`�,�N'�����/�:- <br /> . .� -�,�' T, ^ `�� �, <br /> 1 IV� 7�IQ7 �� � <br /> d i'� � S( 0 <br /> �� }, � <br /> r � <br /> „� ,� ST,�:TE OF t�= <br /> � � <br /> ��G�,t. �L o�sn P .���� <br /> d d n°°--_ �;����� <br /> �'���,.fl�N�L �`�\\. <br /> `J'!lI�Il1l��� <br /> tnxTower Report-version 6.1.4.1 <br /> i <br />