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tnxTower Report - version 8.3.0.5 <br />Date: June 18, 2025 <br />Telamon <br />319 Chapanoke Road, Suite 118 <br />Raleigh, NC 27603 <br />(405) 348-5460 <br />Subject: Structural Analysis Report <br />Carrier Designation: AT&T Mobility Co-Locate <br />Site Number: SICA001904 <br />Site Name: 22 FWY GLASSELL 3B2 <br />FA Number: 10087182 <br />Crown Castle Designation: BU Number: 845404 <br />Site Name: 22 FWY GLASSELL 3B2 <br />JDE Job Number: 2148616 <br />Work Order Number: 2399694 <br />Order Number: 705457 Rev. 0 <br />Engineering Firm Designation: Telamon Project Number: 42285-845404-2399694-01-STR <br />Site Data: 2731 North Grand, Santa Ana, Orange County, CA <br />Latitude 33° 46' 29.5'', Longitude -117° 51' 7.6'' <br />59 Foot - Monopole Tower <br />Telamon is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the <br />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 />LC5: Proposed Equipment Configuration Sufficient Capacity <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 />Structural analysis prepared by: Rasika Hirve <br />Respectfully submitted by: <br />Brandon T. Compton, P.E., S.E. <br />Structural Engineer