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R <br /> 11 <br /> Date: July 22,2019 q-, FL COA#31011 <br /> 1 <br /> Ryan Shaffer 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: Sprint PCS Co-Locate <br /> Carrier Site Number: TA70XC110 <br /> Carrier Site Name: TA70XC110S18.1 <br /> Crown Castle Designation: Crown Castle BU Number: 826548 <br /> Crown Castle Site Name: Pasco County(VS) <br /> Crown Castle JDE Job Number: 517876 <br /> Crown Castle Work Order Number: 1770360 <br /> Crown Castle Order Number: 449759 Rev. 2 <br /> Engineering Firm Designation: TEP Project Number: 48167.283829 <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 Ryan Shaffer, <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 /> LC7: 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: Madison L. Frank/ZSC <br /> Respectfully submitted by: <br /> AIWO <br /> \cEN 0 <br /> Adam M. Amortnont, P.E. <br /> ALL WORK SHALL COMPLY WITH PREVAILING No. 77387 <br /> CODES FLORIDA BUILDING CODE, <br /> NATIONAL ELECTRIC CODE. <br /> fRHILLS STATE OF <br /> AND THE CITY OF ZEP81 <br /> 5 % " 0 <br /> ORDINANCES ZORKA' # <br /> NA J 110 <br /> Jew <br /> CITY, oep�t <br /> PLAN f z <br />