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TEP is a family of companies licensed to provide different services in different jurisdictions. Depending on the jurisdiction, professional engineering and land surveying services are provided <br />by TEP OpCo LLC, a Delaware limited liability company, TEP Engineering, PLLC, a North Carolina professional limited liability company, or M&H Engineering, PLLC, a New York professional <br />limited liability company. General contractor services are provided by TEPDB OpCo LLC, a Delaware limited liability company. We acquire the requisite licenses in each state. Additional <br />information can be obtained from the company. <br />Date: July 20, 2025 <br /> <br /> 326 Tryon Road <br /> Raleigh, NC 27603 <br /> (919) 661-6351 <br /> <br />Subject: Structural Analysis Report <br /> <br />Carrier Designation: AT&T Mobility Co-Locate <br /> Site Number: SICA001875 <br /> Site Name: EDINGER AND BRISTOL <br /> FA Number: 10087160 <br /> <br />Crown Castle Designation: BU Number: 845391 <br /> Site Name: EDINGER AND BRISTOL <br /> JDE Job Number: 2152189 <br /> Work Order Number: 2408155 <br /> Order Number: 709035 Rev. 0 <br /> <br />Engineering Firm Designation: TEP Project Number: 229344.1130072 <br /> <br />Site Data: 2120 3/4 South Bristol, Santa Ana, Orange County, CA 92704 <br /> Latitude 33° 43' 8.44'', Longitude -117° 53' 12.85'' <br /> 60 Foot - Monopole Tower <br /> <br />TEP is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above- <br />mentioned tower. <br /> <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 /> <br /> LC5: Proposed Equipment Configuration Sufficient Capacity <br /> <br />This analysis has been performed in accordance with the 2022 California Building Code based upon an ultimate <br />3-second gust wind speed of 95 mph. Applicable Standard references and design criteria are listed in Section 2 - <br />Analysis Criteria. <br /> <br />Structural analysis prepared by: TG / SMS <br /> <br />Respectfully submitted by: <br /> <br /> <br /> <br />Adam M. Amortnont, P.E., S.E. <br /> <br /> <br />