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,v <br /> +v <br /> Date: October 21, 2019 % / FL COM 31011 <br /> William Barrett 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: Verizon Wireless Co-Locate <br /> Carrier Site Number: 132419 <br /> Carrier Site Name: Apt Zephyrhills <br /> Crown Castle Designation: Crown Castle BU Number: 826548 <br /> Crown Castle Site Name: Pasco County (VS) <br /> Crown Castle JDE Job Number: 591508 <br /> Crown Castle Work Order Number: 1800309 <br /> Crown Castle Order Number: 506095 Rev. 0 <br /> Engineering Firm Designation: TEP Project Number: 48167.314456 <br /> Site Data: 38122 Henry Drive,Zephyrhills, Pasco County, FL 33542 <br /> Latitude 28° 14'S2.9", Longitude-82' 11'9.4" <br /> 190 Foot-Self Supporting Tower <br /> Dear William Barrett, <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: Gautam Sopal, E.I. / CDC . \ I11 <br /> Respectfully submitted by: <br /> c E N RsF Ttio �/ , p ZG <br /> aQ' ,yam <br /> Q <br /> No. 77387 r <br /> Adam M. Amortnont, P.E. * *— <br /> STATE OF <br /> <G � <br /> i�P0� FL pR1pP <br /> %/ONA <br /> lilini <br /> GATI: d <br /> C1t'1 CWZly <br /> "•DiAfG OF'FfC'IAL� <br />