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1 <br /> `I <br /> V <br /> V <br /> Date: April 24, 2019 \\ FL COA#31011 <br /> Shelia Turnipseed Tower Engineering Professionals <br /> Crown Castle 326 Tryon Road <br /> 8000 Avalon Blvd., Suite 700 Raleigh, NC 27603 <br /> Alpharetta, GA 30009 (919)661-6351 <br /> Subject: Structural Analysis Report <br /> Carrier Designation: AT&T Mobility Co-Locate <br /> Carrier Site Number: 10015984 <br /> Carrier Site Name: Zephyrhills <br /> Crown Castle Designation: Crown Castle BU Number: 826548 <br /> Crown Castle Site Name: Pasco County(VS) <br /> Crown Castle JDE Job Number: 556682 <br /> Crown Castle Work Order Number: 1726765 <br /> Crown Castle Order Number: 478452 Rev. 0 <br /> Engineering Firm Designation: TEP Project Number: 48167.253288 <br /> Site Data: 38122 Henry Drive,Zephyrhills, Pasco County, FL 33542 <br /> Latitude 280 14'52.90", Longitude-820 11'9.40" <br /> 190 Foot-Self Supporting Tower <br /> Dear Shelia Turnipseed, <br /> Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the <br /> structural integrity of the above-mentioned tower. <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 /> LCT Proposed Equipment Configuration Sufficient Capacity <br /> This analysis utilizes an ultimate 3-second gust wind speed of 137 mph as required by the 2017 Florida Building <br /> Code, 6th Edition. Applicable Standard references and design criteria are listed in Section 2 Analysis Criteria. <br /> Structural analysis prepared by: Gautam Sopal, E.I./ZSC <br /> Respectfully submitted by: <br /> c E N,9 O <br /> No. 77387 <br /> Adam M. Amortnont, P.E. <br /> : .p STATE OF 4 <br /> OR10P �?�N�� <br /> AL. <br /> /11111111\ <br />