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, � 6 �i <br /> , + � <br /> ����� <br /> r; � . ., � ,� ��� ���°' . <br /> � ���'� ��o� �- <br /> � �� � ���� <br />' Date: November 12, 2015 �O <br /> David Robertson SSOE Group -� <br /> Crown Castle 320 Seven Springs Way, Sui 0 <br /> 12725 Morris Road Extension, Suite 400 Brentwood, TN 37027 <br /> Alpharetta, GA 30004 (615) 661-7585 <br /> (678)366-1273 ALL al@ssoe.com <br /> ��V��SHALL�� Y <br /> Subject: Structural Analysis Rep�DE�NAING��DES�F�L wITIj�� <br /> CarrierDesignation: Verizon Wireless Co-Lo�tXOFZF��N`�ELEC �ABUILD�� <br /> Carrier Site Name: h�IL�. ���ODEAND <br /> Carrier Site Number: 8 ��1�,ES , <br /> Crown Casf/e Designation: Crown Castle BU Number: 816298 <br /> Crown Castle Site Name: ZEPHYRHILLS <br /> Crown Castle JDE Job Number: 301462 <br /> Crown Castle Work Order Number: 1024765 <br /> Crown Castle Application Number: 257452 Rev. 13 <br /> Engineering Firm Designation: SSOE Group Project Number: 015-00428-00 BC 0516 <br /> Site Dafa: 38522 A Ave.,Zephyrhills, FL 33542, Pasco County <br /> Latitude 28° 13'40.63'; Longitude -82° 10'45.6" <br /> 285 Foot—Modified Self Support Tower <br /> Dear Mr David Robertson, <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 pertormed in accordance with the Crown Castle Structural 'Statement of <br /> Woric' and the terms of Crown Castle Purchase Order Number 765981, in accordance with application 257452, <br />� revision 13. <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+Proposed+Reserved 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 Florida Building Code 2014, 5`h Edition, based upon and <br /> ultimate 3-second gust wind speed of 137 mph convetted to a nominal 3-second gust wind speed of 106 mph per <br /> section 1609.3 1 as required for the use in the TIA-222-G Standard per Exception#5 of Section 1609.1.1 Exposure <br /> Category 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 othe projects please give us a call. <br /> Structural analysis prepared by:Zachary S. O'Neal, EI ,```�� ��5�����,' <br /> Respectfully submitted by �� jCENB'��y��G�� <br /> �• F �•• : <br /> � N0.65891 : : <br /> ' • � <br /> . � <br /> ' * .. <br /> . * • _ <br /> . ; �� <br /> � • . <br /> . � <br /> Sean B. Smith, PE ' • <br /> . <br /> • STATE OF ; <br /> Department Manager �� O��.�;�tpplo►'.•'� <br /> ♦ <br /> making clients suctessful by saving them time, trouble, and mone�y��SS��N�����6�C 00 ��70�+ <br /> ;-�- - , <''�,''t-.; •- - <br /> � <br /> , -0 <br /> , , ' . <br />