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<br />Project Number: 162721 Page 2 September 12, 2025 <br />Introduction <br /> <br />The purpose of this report is to summarize the analysis results on the 58 ft SUMMIT Monopole to support the <br />proposed antennas and transmission lines in addition to those currently installed. Any modification listed under <br />Sources of Information was assumed completed and was included in this analysis. <br /> <br /> <br />Sources of Information <br />Document Type Remarks <br />Tower Drawings Summit Manufacturing, Inc., Job #A29295-425 November 12, 1996 <br /> Vertical Solutions Tower Mapping, VSI#110053 dated January 20, 2011 <br />Foundation Drawing <br />FDH Engineering Rebar Investigation, Project #15BXLD1500 dated September 3, <br />2015 <br /> FDH Velocitel Foundation Mapping, Project #15BRET1500 dated June 17, 2015 <br />Geotechnical Report Consolidated Geoscience, Job #96-122-126-01 dated November 15, 1996 <br />Modification Drawings N/A <br />Mount Analysis N/A <br /> <br />Analysis Criteria <br /> <br />The comprehensive analysis was performed in accordance with the requirements and stipulations of the TIA-222- <br />H. In accordance with this standard, the structure was analyzed using TESPoles, a proprietary analysis software. <br />The program considers the structure as an elastic 3-D model with second-order effects and temperature effects <br />incorporated in the analysis. The analysis was performed using multiple wind directions. <br /> <br />Codes and Standards ANSI/TIA-222-H / 2021 IBC / 2022 CBC <br /> <br />Wind Parameters Basic Wind Speed (Ultimate 3-sec. Gust), VULT: 95.0 mph <br /> Ice Wind Speed (3-sec. Gust): N/A <br /> Design Ice Thickness: No Ice <br /> Service Load Wind Speed: 60 mph + 0” Radial ice <br /> Exposure Category: B <br /> Risk Category: II <br /> Ground Elevation Factor (Ke): 0.998 <br /> <br />Topographic Parameters Method: Method 1 <br /> Feature Type: Flat <br /> Crest Height (H): 0 ft <br /> Length of Feature (L): 0.0 ft <br /> Distance to crest (x): 0.0 ft <br /> <br />Seismic Parameters: SS 1.279 g <br /> S1 0.458 g <br /> <br />This structural analysis is based upon the tower being classified as a Risk Category II; however, if a different <br />classification is required subsequent to the date hereof, the tower classification will be changed to meet such <br />requirement and a new structural analysis will be run. <br />