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i <br /> i <br /> Technology Associates <br /> EXECUTIVE SUMMARY <br /> The purpose of this report is to provide a structural analysis for the addition of(3)new antennas and(6) new <br /> Radio units on an existing building rooftop.This report was commissioned by Sprint. The site is located at 609 <br /> Wood Place,Everett,WA 98203. <br /> Applicable codes: <br /> • International Building Code(IBC)2015 <br /> • TIA/EIA-222-G <br /> • ASCE/SEI 7-10 <br /> Design Criteria <br /> • Seismic Design Category:D <br /> • Ss:1.4028;Si:0.5328 <br /> • Ultimate Wind Speed:110 MPH(3-Sec Gust),Exposure C <br /> • Risk Category: II <br /> Equipment Loading: <br /> All existing loading and geometry has been obtained from the structural analysis report completed by LDC dated <br /> 03/19/14, and Sprint construction drawings by Telco Pacific dated 03/12/14. It is assumed that the current existing <br /> loading and geometry is consistent with these documents. The equipment loading considered for this analysis is <br /> shown in the following table. <br /> Sector Existing Proposed <br /> (1)KMW ET-X-WM-18-65-8P Antenna (1)KMW ET-X-WM-18-65-8P Antenna <br /> (1)RFS APXVRRI3 Antenna (1)KMW ETCR-6541-12H6 Antenna <br /> Alpha (1)2.5GHz RRH (1)2.5GHz RRH <br /> (65-) (1)RRH-P4 (1)RRH-P4 <br /> (2)800 RRH <br /> (1)800 MHz Filter <br /> (1)KMW ET-X-WM-18-65-8P Antenna (1)KMW ET-X-WM-18-65-8P Antenna <br /> (1)RFS APXVRRI3 Antenna (1)KMW ETCR-654L12H6 Antenna <br /> Beta (1)2.5GHz RRH (1)2.5GHz RRH <br /> (170°) (1)RRH-P4 (1)RRH-P4 <br /> (2)800 RRH <br /> (1)800 MHz Filter <br /> - 1 <br /> .1 <br />