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Date: October 24,2012 OO ��O�TM <br /> Shelia Turnipseed SSOE Group <br /> Crown Castle 1001 Madison Ave <br /> 197 Charmant Place, Suite 2 Toledo, OH 43604 <br /> Ridgeland, MS 39157 (419)255-3830 <br /> (601)607-3504 bniese@ssoe.com <br /> Subject: Structural Analysis Report <br /> j mob;l� <br /> Carrier Designation: �e�-Wireless Co-Locate <br /> Carrier Site Number: 89059 <br /> Carrier Site Name: CROWN ZEPHYRHILLS <br /> Crown Castle Designation: Crown Castle BU Number: 816298 <br /> Crown Castle Site Name: ZEPHYRHILLS <br /> Crown Castle JDE Job Number: 207227 <br /> Crown Castle Work Order Number: 541052 <br /> Crown Castle Application Number: 165308 Rev. 1 <br /> Engineering Firm Designation: SSOE Group Project Number: 012-01232-00 <br /> Site Data: 702 B Avenue,Zephyr Hills, FL 33542, Pasco Courrty <br /> Latitude 28°13'40.63'; Longitude-82°10'45.6" <br /> 285 Foot—Modified Self Support Tower <br /> Dear Ms. Shelia Turnipseed <br /> SSOE Group is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the above <br /> mentioned tower This analysis has been performed in accordance with the Crown Castle Structural `Statement of <br /> Work' and the terms of Crown Castle Purchase Order Number 497522, in accordance with application 165308, <br /> revision 1 <br /> The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have <br /> determined the tower stress level for the structure and foundation, under the following load case,to be: <br /> LC7• Existing+Reserved+Proposed Equipment Sufficient Capacity <br /> Note:See Table I and Table II for the proposed and existing/reserved loading,respectively <br /> The analysis has been performed in accordance with the 2010 Florida Building Code based upon and ultimate 3- <br /> second gust wind speed of 140 mph converted to a nominal 3-second gust wind speed of 108 mph per section <br /> 1609.3 1 as required for the use in the TIA-222-G Standard per Exception#5 of Section 1609 1 1 Exposure Category <br /> C and Risk Category II were used in this analysis. <br /> We at SSOE Group appreciate the opportunity of providing our continuing professional services to you and Crown <br /> Castle. If you have any questions or need further assistance on this or any other projects please give us a call. <br /> Structural analysis prepared by: Benjamin Niese, EI <br /> By signing below, the engineer certifies that they are in Responsible Charge of�}ijsaeei�ir�:•�e�ort as depicted in the <br /> Table of Contents, including attachments and additional calculations. ,���� 3��fl�����F��.��. <br /> Respectfully submitted by� `���Q`4,,'� ��� r'��p `�4�°` <br /> � � <br /> •Q.. � '° :'°'`°o�iG� . <br /> • "��`. <br /> ��;� NO. �'��^ '.�-..� <br /> Larry J.Griffdh, P E � " <br /> . <br /> Senior Structural Engineer m � � •�r <br /> du��, �� <br /> sd�.• BTATB QF :��� <br /> ` ' ��soe <br /> making tlients successful by saving them time, trouble, and money�o�0►�.A� � 1 �Q P: <br /> ,��, � ����4���,.��� o,,.. <br /> ��is�������o�a��, <br />