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AT&T SN17 Edmonds—23007.128 February 9,2023 <br /> Structural Analysis Report Page 3 of 4 <br /> Table continued from previous page... <br /> (1)Kathrein Panel Antennas <br /> Model No.80010991 <br /> (1)Kathrein Panel Antennas (1)Nokia AEQK Radio Antenna <br /> Model No.8001865 (1)Cellmax Panel Antenna <br /> (1)Kathrein Panel Antennas Model No.CMA-UBTMLBMLBHH-6516-16-12 <br /> Model No.742-264 (1)Kathrein Panel Antennas <br /> (1)Kathrein Panel Antennas Model No.80010991 Rooftop skid <br /> G Model No.80010764 (1)DC6 48 60-18 frame <br /> (1)RRH 4T4R B12/14 320W AHLBA (1)RRH 4T4R B5 160W AHCA <br /> (1)666A RRH4x45-4R (1)RRH 4T4R B12/14 320W AHLBA <br /> (1)RRH4x25-WCS-4R (1)B66A RRH4x45-4R <br /> (1)B25 RRH4x30-4R (1)RRH4x25-WCS-4R <br /> (2)LGP21401 TMA (1)B25 RRH4x30-4R <br /> (2)DC2-48-60-0-9E <br /> The coax cables that serve the antennas weigh less than 5 lb/ft and are therefore exempt from the <br /> requirements of Chapter 13 of ASCE 7. <br /> EQUIPMENT CONFIGURATION <br /> All loading for the equipment was provided to us by Ryka Consulting. Ryka is proposing the following <br /> modifications at the equipment cabinets: add (1)ASIK, add (1)ABIL,add(1)AMIA, add(3)ABIA,add (1) <br /> ASIA,add (1)48V Vertiv Netsure 7100 DC Power Plant Rack w/(10) Rectifiers, remove (3) <br /> DBC0135F3V92-1 Diplexers, and remove (1)Argus DC Power Plant and Cabinet. <br /> ANALYSIS CRITERIA <br /> The parameters in the following table were used in our analysis of the structure based on its location. <br /> City of Everett,WA <br /> Wind Criteria Seismic Criteria <br /> Basic Wind Speed w/o Ice(3-s Gust): 98 mph Risk Category: II Sds: 1.079 <br /> Exposure: B Kzt(ASCE 7-16): 1.0 Sd1: 0.581 <br /> Notes: 1. Refer to the attached topographic profile(s)used to determine the topographic factor. <br /> 2. Parameters based on the 2018 International Building Code(IBC)and referenced standards. <br /> CONCLUSIONS/RECOMMENDATIONS <br /> We have determined that no upgrades to the existing building are required for the proposed AT&T <br /> installation as described above in the appurtenance and equipment configuration tables. Refer to the <br /> mount analysis report prepared by CG Engineering under separate cover for analysis of the <br /> appurtenance mounts and their connections to the building. <br /> 250 4th Avenue South,Suite 200 <br /> Edmonds,WA 98020 <br /> 0 ph.425.778.8500 I f.425.778.5536 <br /> ENGINEERING <br /> www.cgengineering.com <br />