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Date: January 31, 2024 <br />Trylon <br />1825 W. Walnut Hill Lane, <br />Suite 302 <br />Irving, TX 75038 <br />214-930-1730 <br />Subject: Mount Analysis Report <br />Carrier Designation: T-Mobile Equipment Change-Out <br />Carrier Site Number:LA23642A <br />Carrier Site Name:- <br />Crown Castle Designation: BU Number: 825183 <br />Site Name: LA3642 SCE LaVeta Sub CS <br />JDE Job Number: 2108328 <br />Order Number: 663380 Rev. 1 <br />Engineering Firm Designation: Trylon Report Designation: 235828 <br />Site Data: 2210 3/4 N. Grand Avenue, Santa Ana, Orange County, CA, 92705 <br />Latitude 33◦45’59.26” Longitude -117◦51’7.80” <br />Structure Information: Tower Height & Type: 59.0 ft Monopole <br />Mount Elevation: 56.0 ft <br />Mount Width & Type: 1.0 ft T-Arms <br />Trylon is pleased to submit this “Mount Analysis Report” to determine the structural integrity of T-Mobile’s antenna <br />mounting system with the proposed appurtenance and equipment addition on the abovementioned supporting tower <br />structure. Analysis of the existing supporting tower structure is to be completed by others and therefore is not part of this <br />analysis. Analysis of the antenna mounting system as a tie-off point for fall protection or rigging is not part of this document. <br />The purpose of the analysis is to determine acceptability of the mount stress level. Based on our analysis we have <br />determined the mount stress level to be: <br />T-Arms Sufficient <br />This analysis has been performed in accordance with the 2022 California Building Code based upon an ultimate 3-second <br />gust wind speed of 95 mph. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. <br />Mount analysis prepared by: Steve Mustaro, P.E. <br />Respectfully Submitted by: <br />Cliff Abernathy, P.E. <br />2/1/2024 <br />2210 3%4 N Grand Ave Unit# <br />WCC01 - 1011184045/30/2024