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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 13 <br /> Final Loading Configuration: <br /> The following equipment has been considered for the analysis of the mounts: <br /> Mount Equipment <br /> Elevation Elevation Quantity Manufacturer Model Status <br /> (ft) (ft) <br /> 6 Commscope NHH-45C-R2B Added <br /> 3 Ericsson AIR6449 Added <br /> 1 Antel BXA-70063-4CF-2-850MHZ (148286) Retained <br /> 117.00 117.00 1 Antel BXA-70063-8CF-2-850MHZ(148318) Retained <br /> 1 Antel BXA-70063-8CF-4-850M HZ(148320) Retained <br /> 3 Ericsson 8843 Added <br /> 3 Ericsson Unknown Added <br /> 1 Raycap OVP12 Added <br /> 3 Ericsson 4449 Retained <br /> 3 Ericsson RRUS32B2 Retained <br /> Any proposed antennas not currently installed should be mounted such that the centerline of the antennas does <br /> not exceed 6 inches vertically from the center of the antenna mount(s). <br /> Model Number Ports AKA <br /> RHSDC-1064-PF-48 2 OVP-2 <br /> RC3DC-3315-PF-48 6 OVP-6 <br /> RC3DC-3300-PF-48 6 OVP-6 <br /> RC3DC-4750-PF-48 6 OVP-6 <br /> RHSDC-6627-PF-48 12 OVP-12 <br /> RHSDC-6600-PF-48 12 OVP-12 <br /> Standard Conditions: <br /> 1. All engineering services are performed on the basis that the information provided to Tower Engineering <br /> Solutions and used in this analysis is current and correct. The existing equipment loading has been <br /> applied at locations determined from the supplied documentation and field observations. Any deviation <br /> from the loading locations specified in this report shall be communicated to Tower Engineering Solutions <br /> to verify deviation will not adversely impact the analysis. <br /> 2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist <br /> free and plumb in accordance with its original design and manufacturer's specifications. <br /> 3. For mount analyses completed from other data sources (including new replacement mounts) and not <br /> specifically mapped by TES, the mounts are assumed to have been properly fabricated, installed and <br /> maintained in good condition, twist free and plumb in accordance with its original design and <br /> manufacturer's specifications. <br /> 4. All member connections are assumed to have been designed to meet or exceed the load carrying <br /> capacity of the connected member unless otherwise specified in this report. <br /> 5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and <br /> threaded rod connections in collar members if applicable. Local deformation and interaction between the <br /> mount collar/attachment and the supporting tower structure are outside the scope of this analysis. <br />