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C,l�-`1 a Ze h <br /> Florida Certificate of Authorization 48540 <br /> Date: February 08,2019 <br /> Te cton icy <br /> PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE. <br /> William Barrett Tectonic Engineering &Surveying Consultants P.C. <br /> Crown Castle 1279 Route 300 <br /> 8000 Avalon Blvd Newburgh, NY 12550 <br /> Alpharetta, GA 30009 (845)567-6656 <br /> Subject: Structural Analysis Report <br /> Carrier Designation: Sprint PCS Co-Locate <br /> Carrier Site Number: TA33XCO47 <br /> Carrier Site Name: TA33XC047S18.1 <br /> Crown Castle Designation: Crown Castle BU Number: 816298 <br /> Crown Castle Site Name: ZEPHYRHILLS <br /> Crown Castle JDE Job Number: 555977 <br /> Crown Castle Work Order Number: 1691745 <br /> Crown Castle Application Number: 477164 Rev. 0 <br /> Engineering Firm Designation: Tectonic Project Number: 9800.816298, Phase 3 <br /> Site Data: 38522 A Ave,Zephyrhills, Pasco County, FL <br /> Latitude 280 13'40.63", Longitude-820 10'45.6" <br /> 287.667 Foot-Self Support Tower <br /> Dear William Barrett, <br /> Tectonic Engineering & Surveying Consultants P.C. (Tectonic) is pleased to submit this "Structural Analysis <br /> Report"to determine the 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 <br /> have 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 138 mph as required by the 2017 Florida Building <br /> Code, 6th Edition (2015 IBC). Applicable Standard references and design criteria are listed in Section 2 - <br /> Analysis Criteria. <br /> Structural analysis prepared by: Mahesh Chillarge ALL WORK SHALL COMPLY WITH PREVAIL$ <br /> CODES FLORIDA BUILDING CODE, <br /> Respectfully submitted by: NATIONAL ELECTRIC CODE, <br /> AND THE CITY Tectonic. ,��.���rUc!°►.E.�Fl���i ORDI ANCES OF�EPH1fRF11LLS <br /> `,���J�li;•��C E Ns�••t40O� <br /> # No PES6144 <br /> •� <br /> ID ��STATE .gr REVIEW DATE r ' <br /> Veronica E. Elson, P.E. p O ; E OF ; CITY OF ZEpF1 Il. <br /> Senior Engineer a/�fr�iF•�(•O R 1 O.P•'���� PLAN EXAMINER <br /> tnxTower Report-version 8.0.4.0 <br />