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Mount Structural Analysis Report August 9, 2021 <br /> (3) 12.50-Ft T-Arm W/Tie Back puck connection Site ID: 102383-VZW/PORT GARDNER <br /> (Site Pro RMV12-496 SQNP) Page 12 <br /> Executive Summary: <br /> The objective of this report is to determine the capacity of the proposed antenna support mount at the subject <br /> facility for the final wireless telecommunications configuration, per the applicable codes and standards. The <br /> proposed mount was assumed to be installed properly to the existing tower per the manufacturer's instructions. <br /> Tower Engineering Solutions cannot verify that the proposed mount will fit properly and is not liable for any fit-up <br /> issues during installation. <br /> This analysis is inclusive of the mount structure only and does not address the structural capacity of the <br /> supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All <br /> climbing activities are required to have a fall protection plan completed by a competent person. <br /> Sources of Information: <br /> Document Type Remarks <br /> Mount Information Provide Site pro 1 <br /> Radio Frequency Data Sheet (RFDS) VZW FUZE Project ID: 16226369, dated 3/15/2021 <br /> Analysis Criteria: <br /> Codes and Standards: ANSI/TIA-222-H <br /> Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), 98 mph (3-Sec. Gust) <br /> Ice Wind Speed (3-sec. Gust): 30 mph (3-Sec. Gust) <br /> Design Ice Thickness: 1.00 in <br /> Risk Category: II <br /> Exposure Category: C <br /> Topographic Category: 1 <br /> Topographic Feature Considered: N/A <br /> Topographic Method: Method 1 <br /> Ground Elevation Factor, Ke: 0.988 <br /> SS: 1.301 <br /> Seismic Parameters: S1: 0.46 <br /> 30 mph +0" Radial ice <br /> Maintenance Parameters: Wind Speed (3-sec. Gust): 250 lbs. <br /> Maintenance Live Load, Lv: 500 lbs. <br /> Maintenance Live Load, Lm: <br /> Analysis Software: RISA-3D (V17) <br />