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May 11. 2021 <br /> 12.5 ft Platform w/Support Rail Mount Analysis Report CCI BU No. 823967 <br /> Order 546770. Revision 1 Page 3 J (0 <br /> 1) INTRODUCTION <br /> The mount is an existing, 3-sector, 12.5-ft Platform w/Support Rail mount designed by Site Pro 1. <br /> 2)ANALYSIS CRITERIA <br /> Building Code: 2018 IBC <br /> TIA-222 Revision: TIA-222-H <br /> Risk Category: II <br /> Ultimate Wind Speed: 98 mph <br /> Exposure Category: C <br /> Topographic Factor at Base: 1 <br /> Ice Thickness: 1 in <br /> Wind Speed with Ice: 30 mph <br /> Seismic Ss: 1.308 <br /> Seismic Si: 0.463 <br /> Live Loading Wind Speed: 30 mph <br /> Live Loading at Mid/End-Points: 250 lb <br /> Man Live Loading at Mount Pipes: 500 lb <br /> Table 1 -Proposed Equipment Configuration <br /> Mount Antenna Number Antenna Mount/ <br /> Centerline Centerline of Antenna Model Modification <br /> (ft) (ft) Antennas Manufacturer Details <br /> 3 Andrew TMBXX-6516-A2M <br /> 3 Commscope FFHH-65C-R3 <br /> 3 Nokia AEHC <br /> 127.0 131.0 2 Commscope HCS 2.0 Part 1 Platform w/Support <br /> Rail Mount <br /> 3 Ericsson KRY 112 489/2_T-Mobile <br /> 3 Nokia AHFIG_TMO <br /> 3 Nokia AHLOA <br /> 3)ANALYSIS PROCEDURE <br /> Table 2 -Documents Provided <br /> Document Remarks Reference Source <br /> Mount Manufacturer Drawings Site Pro 1 RMQP-4XX TEP <br /> Loading Application T-Mobile Order 546770 Rev. 1 CClsites <br /> ENG-FRM-10208. Rev. D <br />