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Eng. Number 14763144_C3_01 <br />April 22, 2024 <br />Page 3 <br />ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com <br />Introduction <br />The purpose of this report is to summarize results of a structural analysis performed on the 80 ft Monopole tower to <br />reflect the change in loading by VERIZON WIRELESS. <br />Supporting Documents <br />Tower:Tower Structures Job #STD 60' Pole, dated September 28, 1993 <br />Foundation:Culp and Tanner Project #4000S100, dated July 13, 1995 <br />Geotechnical:Soils International Project #616-110-88, dated November 15, 1988 <br />Modification:TEP Job #93272.657519, dated February 18, 2022 <br />Analysis <br />The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic <br />three-dimensional model and second-order effects per ANSI/TIA-222. <br />Basic Wind Speed:95 mph (3-second gust) <br />Basic Wind Speed w/ Ice:No Ice Considered <br />Code(s):ANSI/TIA-222-H / 2021 IBC / 2022 California Building Code <br />Exposure Category:B <br />Risk Category:II <br />Topographic Factor Procedure:Method 1 <br />Topographic Category:1 <br />Spectral Response:Ss = 1.30, S1 = 0.46 <br />Site Class:D - Stiff Soil - Default <br />Conclusion <br />Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower <br />and foundation can support the equipment as described in this report. <br />If you have any questions or require additional information, please reach out to your American Tower contact. If you do <br />not have an American Tower contact and have an Engineering question, please contact Engineering@americantower.com <br />Please include the American Tower asset name, asset number, and engineering number in the subject line for any <br />questions. <br />1110 3%4 E Seventeenth St, Unit <br />#WCC01 <br />10/18/2024