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.o� Date: June 4,2018 \` FL COA#31011 Emilio Castro Tower Engineering Professionals Crown Castle 326 Tryon Road 8000 Avalon Blvd, Suite 700 Raleigh, NC 27603 Alpharetta, GA 30009 (919)661-6351 Subject: Structural Modification Analysis Report Carrier Designation: T-Mobile Co-Locate Carrier Site Number: A2G0757A Carrier Site Name: N/A Crown Castle Designation: Crown Castle BU Number: 816298 Crown Castle Site Name: Zephyrhills Crown Castle JDE Job Number: 467549 Crown Castle Work Order Number: 1522943 Crown Castle Order Number: 412641 Rev. 1 Engineering Firm Designation: TEP Project Number: 26146.157540 Site Data: 38622 A Ave.,Zephyrhills,Pasco County, FL 33542 Latitude 28013'40.63", Longitude-82010'45.60" 288 Foot-Self-Supporting Tower Dear Emilio Castro, Tower Engineering Professionals is pleased to submit this "Structural Modification Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1138238, in accordance with order 412641, revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC4: Modified Structure with Existing + Proposed Equipment Sufficient Capacity Note:See Table I and Table II for the proposed and existing loading,respectively. This analysis has been performed in accordance with the 2017 Florida Building Code, 6th Edition (2015 International Building Code) based upon an ultimate 3-second gust wind speed of 137 mph converted to a nominal 3-second gust wind speed of 106 mph per Section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category Il were used in this analysis. All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Tables 1 and 2 and the attached drawings for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assi tance 9n.this ther projects please give us a call. \\1 Structural analysis prepared by: Jessica,R. Moebs, P.E./AJO N S�TND pP v F 't' i 7 Respectfully submitted by: Q i No. 77387 Adam M.Amortnont, P.E. STATE OF �� 0�` OR%V G\�► /SfONAL /IIIIIIII