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July 30, 2021 <br /> Platform Mount Analysis Everett, WA(WA20096-A) <br /> TEP Project Number 147003.577435 Page 2 <br /> ANALYSIS CRITERIA <br /> Table 1 -Mount Analysis Parameters <br /> Ultimate Ice Ice Wind Exposure Risk Topo Seismic <br /> Wind Speed Thickness Speed (MPH) Category Category Procedure Kzt Design <br /> (MPH) (in) Category <br /> 98 1.00 30 C II Method 2 1 N/A <br /> Table 2 -Existing, Proposed, and Reserved Antenna Loading Configuration <br /> Existing/ Mount Ant Mount Owner/ <br /> Proposed/ Level CL Qty Antenna Model Type Tenant <br /> Reserved (ft) (ft) <br /> 3 JMA MX08FR0665-21 <br /> Proposed 3 F Fujitsu TA08025-B605 Commscope <br /> Final 150.0 150.0 MC-PK8-DSH Dish <br /> Config. 1 3 Fujitsu TA08025-B604 Platform Mount <br /> 1 Raycap RDIDC-9181-PF-48 <br /> ANALYSIS RESULTS <br /> Table 3-Mount Component Stresses vs. Capacity <br /> Notes Component %Capacity Pass I Fail <br /> Face Horizontal 12.8 Pass <br /> Handrail 11.4 Pass <br /> Internal 38.3 Pass <br /> Mount Pipe 11.2 Pass <br /> Support Arm 16.6 Pass <br /> Connection Bolts 16.2 Pass <br /> Connection Plate 30.6 Pass <br /> Table 4- Documents Provided - <br /> Document Remarks Source <br /> Mount Assembly Commscope, dated March 8, 2021 TEP <br /> Drawings Doc No. MC-PK-DSH <br /> Correspondence SBA Network Communications in reference to the existing, proposed, SBA <br /> and reserved loading <br /> Preliminary Tower Engineering Professionals, TEP <br /> Construction Drawings TEP No. 147003.577434 <br />