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, �' -� <br /> Date June 19,2014 O� ����Tr., <br /> David Robertson SSOE Group <br /> Crown Castle 320 Seven Springs Way, Suite 350 <br /> 12725 Morris Road Extension, Suite 400 Brentwood,TN 37027 <br /> Alpharetta, GA 30004 (615)661-7585 <br /> (678)366-1273 msakal@ssoe.com <br /> Subject: Structural Anal sis Report <br /> Carrier Designation: Sprint PCS Co- ocate Scenario 2.5A <br /> Carrier Site Nu ber: TA33XC047 <br /> Crown Cast/e Designafion: Crown Castle B Number: 816298 <br /> Crown Castle Si e Name: Zephyrhills <br /> Crown Castle J E Job Number: 290932 <br /> Crown Castle W rk Order Number: 782378 <br /> Crown Castle A plication Number: 250154 Rev. 0 <br /> Engineering Firm Designation: SSOE Group Pr ject Number: 014-00546-00 <br /> Site Data: 38522 A Ave.,Z phyrhills, FL 33542, Pasco County <br /> Latitude 28°13' 0.63'; Longitude-82°10'45.6" <br /> 285 Foot—Modi ied Self Support Tower <br /> Dear Mr David Robertson, <br /> SSOE Group is pleased to submit this"Structural Analysi Report"to determine the structural integrity of the above <br /> mentioned tower This analysis has been performed in a ordance with the Crown Castle Structural 'Statement of <br />�; Work' and the terms of Crown Castle Purchase Order Number 658181, in accordance with application 250154, <br /> revision 0 <br /> The purpose of the analysis is to determine acceptability o the tower stress level. Based on our analysis we have <br /> determined the tower stress level for the structure and found tion, under the following load case,to be: <br /> LC7. Existing+ Proposed+ Reserved Equipment Sufficient Capacity <br /> Note:See Table I and Table II for the proposed and existing/rese ed loading,respectively. <br /> The analysis has been performed in accordance with the 010 Florida Building Code based upon and ultimate 3- <br /> second gust wind speed of 140 mph converted to a no inal 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 providin our continuing professional services to you and Crown <br /> Castle. If you have any questions or need further assistanc on this or any other projects please give us a call. <br /> Structural analysis prepared by� Matthew R. Sakal, EI <br /> By signing below, the engineer certifies that they are in R �e� '61e_Charge of this entire report as depicted in the <br /> Table of Contents, including attachments and additional c l�t' �n�.� <br /> S', �o Sr GS7�b�O�ir�t <br /> Respectfully submitted by� �° '` ° ��°e�' ,,� <br /> ���`� �'° `` <br /> . <br /> � e <br /> a i <br /> �y - ' <br /> Sean B Smith, PE " � �h��= ' � � <br /> Department Manager +�,� °o �g��� ��� Q'�� =, ._, .-_ . -,_ . <br /> otq: <br /> -•��° �� ',��•.��a�'��c� � . <br /> �� � �:, 00 ��O�o' <br /> making ciients successful by saving them time, trou�� ;�a�l;;rt��i'ey" <br />