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;V <br /> �tl <br /> n� <br /> Date: October 10, 201,6 ��; - FL CA#30978 <br /> Timothy Liebrock . Tower Engineering Professionals <br /> Crown Castle 326 Tryon Road <br /> 12725 Morris Road Extension, Suite 400 _ -. Raleigh, NC 27603 <br /> Alpharetta, GA 30004 (919) 661-6351 <br /> (770)375-4941 crown(a�tepqroup.net <br /> Subject: Structural Analysis Report—Revision 1 , <br /> Carrier Designation: Sprint PCS Co-Locate <br /> Carrier Site Number: TA70XC110 <br /> Carrier Site Name: N/A <br /> Crown Castle Designation: Crown Castle BU Number: 826548 <br /> Crown Castle Site Name: Pasco County(VS) <br /> Crown Castle JDE Job Number: 400401 <br /> Crown Castle Work Order Number: 1308210 <br /> Crown Castle Application Number: 364433 Rev. 0 <br /> Engineering Firm Designation: TEP Project Number: 48167.99008 <br /> Site Data: 38122 Henry Drive, Zephyrhills, Pasco County, FL 33540 <br /> -Latitude 28° 14'52.9'; Longitude-82°99'9.4" <br /> 190 Foot—Self-Supporting Tower <br /> Dear Timothy Liebrock, <br /> Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the <br /> structural integrity of the above mentioned tower. This analysis has been performed in accordance with the <br /> Crown Castle Structural `Statement of Work' and the terms of Crown Castle Purchase Order Number 955680, in <br /> accordance with application 364433, revision 0. <br /> The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we <br /> have 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. 2014 Florida Buildinq Code, 5th Edition (2012 <br /> International Buildinq Code) based upon an ultimate 3-second gust wind speed of 137 mph converted to a <br /> nominal 3-second gust wind speed of 106 mph per Section 16.09.3.1 as required for use in the TIA-222-G <br /> Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category II were used in this <br /> analysis. � _ <br /> All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances <br /> listed in Tables 1 and 2 and the attached drawing for the determined available structural capacity to be effective. <br /> We at Tower Engineering Professiona/s appreciate� the opportunity of providing our continuing professional <br /> services to you and Crown Cast/e. If you have any questions or need further assistance on this or any other <br /> projects please give us a call. � - <br /> Structural analysis prepared by: Jay W. Balk/DAR � �� � <br /> Respectfully submitted by: `�`\�S� GE N �)�'p���, �o��r�� <br /> � pP � �� � <br /> �Q � <br /> - — No. 77387 .- <br /> _ *:; i� = <br /> ;Revision#I = Dete Issued _F �„ �_ Uescription - _ � = * ` ' '' " <br /> � STATE�OF � = <br /> 0 October 7,2016 Original Structural Analysis Report i '� �/,� <br /> 1 October 10,2016 Revised to Include Sprint Site ID on Cover Page �j��� F��R�pP ��'�`� <br /> /��/����5/pNAI.EN�\\� <br /> �iriiiii�� <br />.::: _ � - - - � <br />