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� t <br /> I <br /> i AT&T WA6299 Port Gardner-17015.102 February 1,2017 <br /> Structural Analysis Report Page 2 <br /> i <br /> - (1) KMW Panel Antenna (1) KMW Parel Antenna <br /> Model No.EPBQ-654L8H8 Model No.EPBQ 6541.81-18(2)Kathrein Pane(Antennas (2)Kathrein Panel Antennas <br /> Model No.742 265 Model No,742-265 <br /> (2)TMAs (2)TMAs Mount antennas <br /> Model No.LGP 21401 Model No.LGP 21401 <br /> Ei (3)RRHs (3)RRHs &RRUs to existpipe mast within <br /> Model No.RRH2x40W-07L Model No.RRH2x40W-07L FRP shrouds <br /> Model No.RRH2x60-1900A-4R Model No.RRH4x30-4R <br /> Model No.RRH4x25-WCS-4R Model No.RRH4x25-WCS-4R <br /> (2)Diplexers (2)Diplexers <br /> (2)Raycap Surge Suppressor (2)Raycap Surge Suppressor <br /> Model No.DC2 Model No.DC2 <br /> (1) KMW Panel Antenna (1) KMW Panel Antenna <br /> Model No,EPBQ-654LBHS Model No.EPBQ-654L8H8 <br /> (2)Kathrein Panel Antennas (2)Kathrein Panel Antennas <br /> I Model No.742-265 Model No.742-26S <br /> (2)TMAs (2)IMAs <br /> Model No.LGP 21401 Model No.LGP 21401 Mount antennas <br /> l <br /> C &RRUs to exist� (3)RRHs (3)RRHs ! <br /> Model No.RRli2.x40W-07L Madel No.RRI12x40W-07L <br /> pipe mast within I <br /> Model No.RRH2x60-1900A4R Model No.RRH4x30-4R FRP shrouds <br /> Model No,RRH4x2S-WCS-4R Model No.R RH4x25-WCS-4 R <br /> (2)Diplexers (2)Diplexers <br /> (2)Raycap Surge Suppressor (2)Raycap Surge Suppressor <br /> r Model No.DC2 Model No.DC2 <br /> The coax cables that serve the antennas weigh less than 5 Ib/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): 115 mph Risk Category: IV Sds: 0.854(ASC <br /> Exposure: —i — _ C Kzt E 7-10): _1.03 Sd1: 0.419 <br /> Motes: 1.Refer to the attached topographic profile(s)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 /> 250 4th Avenue South,Suite 200 <br /> Edmonds,WA 98020 <br /> ENGfNEERING ph.425.778.8500 1 f.425.778.5536 <br /> www.cgengineering.com <br />