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Mount Structural Analysis Report <br />(3) 10.00-Ft T-Arm <br />Executive Summary: <br />Site ID: 5000379823-VZW / <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />August 1, 2024 <br />4LVARY CHAPEL <br />APppw ir&Ved <br />FOR PERMIT ISSUANCE <br />The objective of this report is to determine the capacity of the antenna support mount at the subject facility for the <br />final wireless telecommunications configuration, per the applicable codes and standards. ANi�Wdhcation listed <br />under Sources of Information was assumed completed and was included in this analysis. I Date: <br />This analysis is inclusive of the mount structure only and does not address the structural capacity ot the supporting <br />structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing <br />activities are required to have a fall protection plan completed by a competent person. <br />Sources of Information: <br />Document Type <br />Remarks <br />Radio Frequency Data Sheet (RFDS) <br />Verizon RFDS Site ID: 669288 <br />Dated December 26, 2023 <br />Desktop Mount Mapping <br />Colliers Engineering & Design Project #: 21926711 <br />Dated September 27, 2021 <br />Analysis Criteria: <br />Codes and Standards: ANSI/TIA-222-H <br />Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), VOLT: <br />Ice Wind Speed (3-sec. Gust): <br />Design Ice Thickness: <br />Risk Category: <br />Exposure Category: <br />Topographic Category: <br />Topographic Feature Considered: <br />Topographic Method: <br />Ground Elevation Factor, Ke: <br />Seismic Parameters: Ss: <br />Si: <br />Maintenance Parameters: Wind Speed (3-sec. Gust): <br />Maintenance Load, Lv: <br />Maintenance Load, Lm: <br />*Reduced as allowed per ANSI/TIA-222-H 16.9 <br />Analysis Software: RISA-3D (V17) <br />95 mph <br />30 mph <br />0.00 in <br />C <br />1 <br />N/A <br />N/A <br />0.999 <br />1.303 g <br />0.468 g <br />30 mph <br />250 lbs. <br />250 lbs.* <br />