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Technology Associates <br /> EXECUTIVE SUMMARY <br /> The purpose of this report is to provide a structural analysis for the addition of new antennas and ancillary equipment <br /> at an existing wood pole communications site.This report was commissioned by T-Mobile. The site is located at 4330 <br /> Rucker Ave,Everett,WA 98203. <br /> Applicable codes: <br /> • International Building Code 2015 <br /> • ANSI/TIA-222-G <br /> • ASCE/SEI 7-10 <br /> Design Criteria: <br /> • Seismic Design Category:D <br /> • SS:1.358g;Si:0.516g <br /> • Design Wind Speed:110 MPH(3-Sec Gust),Exposure B <br /> • Risk Category:II <br /> Equipment Loading: <br /> The proposed antenna and equipment loading has been obtained from T-Mobile RFDS Version 6 dated 8/17/2020 <br /> and Construction Drawings by Technology Associates dated 9/16/2020. The existing geometry has been obtained <br /> from the structural analysis from Cornerstone Engineering, Inc. dated 11/9/2012 and field survey photographs. It is <br /> assumed that the current existing loading and geometry is consistent with these documents.The equipment loading <br /> considered for this analysis is shown in the following table. <br /> Sector Existing Proposed <br /> (1)TMBXX-6516-A2M Antenna (1) FFV4-65C-R3-V1 Antenna <br /> (4) ETM19V2S12UB TMAs (1)AEHC Antenna <br /> A (1)AHLOA RRU <br /> (0°) (1)AHFIG RRU <br /> (1)TMAT1921B68-21-43 TMA <br /> (1)Pendant <br /> (1)TMBXX-6516-A2M Antenna (1)FFV4-65C-R3-V1 Antenna <br /> (4)ETM19V2S12UB TMAs (1)AEHC Antenna <br /> B (1)AHLOA RRU <br /> (120°) (1)AHFIG RRU <br /> (1)TMAT1921B68-21-43 TMA <br /> (1)Pendant <br /> (1)TMBXX-6516-A2M Antenna (1)FFV4-65C-R3-V1 Antenna <br /> C (4)ETM19V2S12UB TMAs (1)AEHC Antenna <br /> (240°) (1)AHLOA RRU <br /> (1)AHFIG RRU <br /> (1)TMAT1921B68-21-43 TMA <br /> Seattle Office <br /> 9725 3rd Avenue NE. Suite 410 <br /> Seattle. WA 98115 <br /> Tel (425) 954-8047 <br /> www.taec.net <br />