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July 20, 2021 <br /> 14.5 ft. Platform Mount Modification CC/BU No. 826263 <br /> Project Number 92189.006.01,Order 565138, Revision 0 Page 3 <br /> 1) INTRODUCTION <br /> This is an existing 3-Sector 14.5' Platform Mount, designed by SiteProl (Part#RMQLP). <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 /> Topographic Factor at Mount: 1 <br /> Ice Thickness: 1 in <br /> Wind Speed with Ice: 30 mph <br /> Seismic Ss: 1.368 <br /> Seismic Si: 0.486 <br /> Live Loading Wind Speed: 30 mph <br /> Man Live Load at Mid/End-Points: 250 lb <br /> Man Live Load at Mount Pipes: 500 lb <br /> Table 1 -Proposed Equipment Configuration <br /> Mount Antenna /Mod <br /> Centerline Centerline Qty. Manufacturer Model Mount l Type Iification <br /> Mods <br /> (ft) (ft) <br /> 138 3 Nokia AEQK <br /> 3 Cellmax CMA-UBTULBULBHH/ <br /> Technologies 6517/17/21/21CCIV2 <br /> 3 Commscope NNH4-65C-_R6 <br /> 3 Alcatel Lucent RRH4X25-WCS 14.5 ft. Platform <br /> 136 Mount <br /> 136 3 Nokia AHCA_CCIV3 <br /> 3 Nokia AHFIB <br /> 3 Nokia AHLBA <br /> 2 Raycap DC6-48-60-18-8F <br /> 1 Raycap DC9-48-60-24-8CEV <br /> Table 2 -Documents Provided <br /> Document Remarks I Reference Source <br /> CCI Order Existing and Proposed i Date: 06/18/2021 I <br /> RFDS Equipments Date: 05/14/2021 Crown Castle <br /> Failing MA B+T Group Date: 06/24/2021 j On File I <br /> 3)ANALYSIS PROCEDURE <br /> 3.1)Analysis Method <br /> RISA-3D (Version 19.0.1), a commercially available analysis software package, was used to create a <br /> three-dimensional model of the antenna mounting system and calculate member stresses for various <br /> loading cases. <br />