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SEA DT Everett 17015.270 November 15,2017 <br /> Structural Analysis Report Page 2 <br /> (1)Amphenol Antennas (1)Amphenol Antennas <br /> Model No.#BXA-70040-6CF Model No.#QUAD458C0000G <br /> (1)Amphenol Antennas (2)Amphenol Antennas <br /> Model No.#BXA-171063-8CF Model No.#HEX458CW0000G <br /> (1)Amphenol Antennas (1)Raycap RCMDC-1064 PF-48 Mount <br /> Model No.#BXA-171040-8CF (2)1MA DBC-67-C-2SF antennas& <br /> (1)Raycap RCMDC-3315 PF-48 (1)Ericsson RRUS32 B66 RRUs to exist <br /> (1)Ericsson RRU12 B4 (1)Ericsson RRUS32 B2 frame <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 /> 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): 110 mph Risk Category: IV Sds: 0.854 <br /> Exposure: C Kzt(ASCE 7-10): 1.03 Sdl: 0.491 <br /> Notes: 1.Refer to the attached topographic profiles used to determine the topographic factor. <br /> 2.Parameters based on the 2015 international Building Code(IBC)and referenced standards. <br /> APPURTENANCE MOUNT/MAIN STRUCTURE ANALYSIS RESULTS <br /> individual appurtenance mounts have been determined to be sufficient to support the proposed loads. <br /> Additionally,the existing structure has been determined to be sufficient to support the proposed <br /> appurtenance configuration. <br /> CONCLUSIONS/RECOMMENDATIONS <br /> We have determined that no upgrades to the existing structure are required for the proposed Verizon <br /> installation as described above in the appurtenance configuration tables. <br /> • Appurtenance Anchorage: <br /> { The antennas and RRU's shall mount to 3"standard pipes on the existing ballasted antenna <br /> frames. Attach the antennas and RRU's to the pipe mounts with the mounting hardware <br /> provided by the manufacturer and in accordance with their installation instructions. <br /> CONDITIONS OF ANALYSIS <br /> This structural analysis is based on the documentation that was available to us. CG Engineering did not <br /> perform an observation of this site to verify the accuracy of the provided structure and appurtenance <br /> data, and we should be contacted immediately if there are any discrepancies with the information <br /> stated within this report. <br /> Our analysis is based on the assumption that the original structural design and all subsequent structural <br /> analyses were properly designed and permitted per the applicable building codes,and that the structure <br /> has been properly installed and is maintained to the minimum standards required by code. We assume <br /> the structure has no known deterioration or damage that would adversely affect its capacity. <br /> 250 4th Avenue South,Suite 200 <br /> Edmonds,WA 98020 <br /> ENGINEERING ph.425.778.8500 f.425.778.5536 <br /> www.cgengineering.com <br /> 1. <br />