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Crown Castle USA, Inc. Ju/y 16, 2012 <br /> 285 Ft Self Support Tower Structura/Analysis CCI BU No 816298 <br /> Project Number 012-01232-00,Application 144090, Revision 1 Page 10 <br /> Bracing <br /> �- - ---- --- -- - -- - (T18) <br /> { - — ----- - <br /> � - Redund ----- ---- <br /> 9 <br /> Sub Horz 36 0 Pass <br /> Bracing <br /> �---- -- -- -- --- (T18) <br /> � Redund <br /> Sub <br /> Diagonal 50.4 Pass <br /> j Bracing <br /> ---- — (T18) <br /> Inner <br /> Bracing 6.8 Pass <br /> --- — —-- ------- (T 15) <br /> _____ Bdt Checks 60 1 Pass <br /> Rating= 74 6 Pass <br /> Table 6-Tower Component Stresses vs. Capacity—LCS <br /> 1 AnchorRods 50 8% Pass <br /> � 1 Foundation 92.3% Pass <br /> Notes. <br /> 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity <br /> consumed. <br /> 4.1) Recommendations <br /> The existing tower and its foundations are sufficient for the proposed loads and do not require <br /> modifications. <br /> tnxTower Report-version 6.0 4 0 <br />