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Date: April 4, 2023 <br />Subject:Mount Analysis Report <br />Carrier Designation:DISH Network 5G <br />Carrier Site Number: <br />Carrier Site Name: <br />Crown Castle Designation:Crown Castle BU Number: <br />Crown Castle Site Name: <br />Crown Castle JDE Job Number: <br />Crown Castle Order Number: <br />Engineering Firm Designation:Infinigy Report Designation: <br />Infinigy <br />500 West Office Center Drive, Suite 150 <br />Fort Washington, PA 19034 <br />(518) 690-0790 <br />structural@infinigy.com <br />LSSNA01039A <br />CA-CCI-T-825183 <br />825183 <br />LA3642 SCE LaVeta Sub CS <br />663609 <br />564887 Rev.3 <br />1039-Z0001-B <br />Site Data:2210 ¾ N. Grand Avenue #WCC02, 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:45.0 ft <br />Mount Type:7.0 ft T-Arm <br />Infinigy is pleased to submit this “Mount Analysis Report” to determine the structural integrity of DISH Network’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-Arm Sufficient <br />*See Section 4.1 of this report for the loading and structural modifications required in order for the mount to <br />support the loading listed in Table 1. <br />This analysis utilizes an ultimate 3-second gust wind speed of 95 mph as required by the 2022 California Building Code. <br />Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. <br />Mount analysis prepared by: Hector Rodriguez <br />Respectfully Submitted by: Emmanuel Poulin, P.E. <br />structural@infinigy.com <br />4/4/23 <br />Exp. 6/30/24 <br />2210 3-4 N Grand <br />WCC02 - <br />10111268508/01/23