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. <br /> CONCLUSIONS <br /> The 190 ft. structure at the T-Mobile Zep oyr'an lultimate 13 7mph (3 sec gu s) wind <br /> requirements of 2010 Florida Building Code <br /> speed converted to a nominal 107 mph (3 sec gust) wind speed per section 1609.3.1 as <br /> required for use in the TIA-222-G StanCate oeT II and Topographic C t gory 09were <br /> Additionally, Exposure Category B, Risk g T}' <br /> used in this analysis. <br /> Legs—The tower legs are adequate for the loads and configurations specified herein. <br /> Diagonals—The tower diagonals are adequate for the loads and configurations specified <br /> herein. <br /> Top Girts—The tower top girts are adequate for the loads and configurations specified <br /> herein. <br /> Foundation —The tower foundation is adequate for the loads and configurations <br /> specified herein. <br /> Note: The conclusions shown above are based upon the coc� arrangement as shown in <br /> the attached layout. The results of this report shall be void should these stipulations not <br /> be met. <br /> The results of these analyses tabulated herein are based on the provisions shown on the <br /> following page. <br /> If you have any questions regarding this report,please feel free to contact me at 205-956- <br /> 0198 x 211. <br /> Sincerely, <br /> EXCELL COMMUNICATIONS, INC. <br /> �, 111 1// <br /> � `i . �' S ���i <br /> Clint Stewart, P.E. � <br /> Project Engineer ` �CE •. � <br /> FL License # 61406 �V: 1 ;�� <br /> COA# 27498 — ' • — <br /> . . <br /> _ * . • * _ <br /> � : � <br /> �' STATE OF ;�Q � <br /> ���,c�••;cCORIOp;.'��'�� <br /> �i F ••....••• � ♦ <br /> ��i����ONAi;;���� <br /> `���C;�f l� <br /> .iaz�3.�s �,, 'sJ �;.: ,���a�.`��;�ti,Y '�.�,���n�ua�.'�'"',�.�,�: �'�w;� ;.+ian k u��s i <br /> �'�,.�:�� f <br /> �:i�` "�i��'` z�' �.� � �-�'��'�,�''ry`� <br /> • <br />