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<br /> <br />Mount Structural Analysis Report <br />(3) 13.00-Ft Sector Frames <br />November 1, 2024 <br />Site ID: 5000377172-VZW / SANTA ANA MTSO <br />Page | 2 <br /> <br />Executive Summary: <br /> <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. Any modification listed <br />under Sources of Information was assumed completed and was included in this analysis. <br /> <br />This analysis is inclusive of the mount structure only and does not address the structural capacity of 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 /> <br /> <br />Sources of Information: <br /> <br />Document Type Remarks <br />Radio Frequency Data Sheet (RFDS) Verizon RFDS Site ID: 427429, dated October 2, 2024 <br />Post Modification Inspection Colliers Engineering & Design Project #: 21925160 <br />dated June 1, 2022 <br /> <br /> <br />Analysis Criteria: <br /> <br />Codes and Standards: ANSI/TIA-222-H <br /> <br /> <br />Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), VULT: 95 mph <br /> Ice Wind Speed (3-sec. Gust): 30 mph <br /> Design Ice Thickness: 0.00 in <br /> Risk Category: II <br /> Exposure Category: B <br /> Topographic Category: 1 <br /> Topographic Feature Considered: N/A <br /> Topographic Method: N/A <br /> Ground Elevation Factor, Ke: <br /> <br />0.998 <br />Seismic Parameters: SS: 1.305 g <br /> S1: <br /> <br />0.468 g <br />Maintenance Parameters: Wind Speed (3-sec. Gust): 30 mph <br /> Maintenance Load, Lv: 250 lbs. <br /> Maintenance Load, Lm: 500 lbs. <br /> <br />Analysis Software: RISA-3D (V22) <br /> <br />