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906 SE EVERETT MALL WAY CINGULAR WIRELESS 2020-03-06
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906 SE EVERETT MALL WAY CINGULAR WIRELESS 2020-03-06
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3/6/2020 9:10:44 AM
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3/6/2020 9:10:12 AM
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Address Document
Street Name
SE EVERETT MALL WAY
Street Number
906
Tenant Name
CINGULAR WIRELESS
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/PP <br /> GENERAL OVNAPAI CS <br /> Information Technology MORRISON HERSHFIELD <br /> Ms. Melissa Browning Morrison Hershfield <br /> General Dynamics Information Technology, Inc. 1455 Lincoln Parkway, Suite 500 <br /> 19420 Des Moines Memorial Drive South, Suite 300 Atlanta, GA 30346 <br /> Seattle, WA 94148 (770)379-8500 <br /> (360)485-7196 <br /> Date: May 30, 2019 <br /> Subject: Structural Opinion Letter <br /> AUG 15 2019 AT&T Designation: [ <br /> Site USID: 44617-A CITY OF EVERETT <br /> Site FA: 10102389 Permit Services <br /> Site Name: EVERETT MALL <br /> Turf Vendor Number: SN86 <br /> Site Address: 906 Southeast Everett Mall Way, Everett, Snohomish County, <br /> WA 98208 <br /> Site Coordinates: Latitude: 47°54'34.2"N, Longitude: 122° 13' 14.01"W <br /> Tower Description: 74 ft-Building <br /> Mount Description: Sled Mount <br /> Morrison Hershfield Project Number:GED-380R4/1900279 <br /> Dear Ms. Browning, <br /> Morrison Hershfield is pleased to present this "Structural Opinion Letter" for the above referenced structure <br /> for the proposed appurtenance and equipment noted below. The proposed loading includes the replacement of <br /> (3)Alcatel Lucent RRH2x60-850 RRUs with(3)Nokia AIRSCALE RRH 4T4R B5 160W AHCA RRUs. <br /> This review has been performed in accordance with the 2015 International Building Code based upon an <br /> ultimate 3-second gust wind speed of 110 mph. Exposure Category C with a maximum topographic factor, Kzt, <br /> of 1.0 and Risk Category II were used in this analysis. <br /> The project consists of proposed loading to replace existing equipment with like kind. Based on our assessment, <br /> the increase in loading from the equipment swap is minimal and within the capacity of the structure. In addition, <br /> the proposed additional load to the building structure does not increase the lateral demand capacity ratio the by <br /> the 10 percent criterion indicated in Sections 807.4 and 807.5 of the 2015 International Existing Building Code, <br /> and therefore,a full analysis of the building structure is not required. <br /> We at Morrison Hershfield Corporation appreciate the opportunity of providing our continuing professional <br /> services to you and General Dynamics Information Technology, Inc. If you have any questions or need further <br /> assistance on this or any other projects please give us a call. <br /> Respectfully submitted by: -i• S &1, <br /> Morrison Hershfield " ' t3 WAS/f/ 'e„1„, <br /> c? , <br /> Shawn W. Stevenson, S.E. (WA License No. 42002) 2002 <br /> Senior Engineer RACY?' <br /> SlONA.. ', <br />
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