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2215 MERRILL CREEK PKY A T AND T WIRELESS ANTENNA 2018-01-01 MF Import
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2215 MERRILL CREEK PKY A T AND T WIRELESS ANTENNA 2018-01-01 MF Import
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Last modified
11/19/2018 8:02:52 AM
Creation date
2/25/2017 10:05:24 PM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
2215
Tenant Name
A T AND T WIRELESS ANTENNA
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� Al RUVED <br /> I By Kevin Ereaux at 10:20 am, Mar 17, 2011 g � I U S�-�3� <br /> � � <br /> I I r <br /> � �i ��11 l� r�t 'cr` t G'111� <br /> 1 <br /> Date: March 14,2011 L�� <br /> Maurine irvine-Trujillo Tower Engineering Professionals <br /> T-Mobile Towers 3703 Junction Blvd <br /> 12920 SE 38'" Street Raleigh, NC 27603 <br /> Bellevue, WA 98006 (919) 661-6351 <br /> (425}383-3922 bboudreauC�teoqroup.net <br /> Subject: Structurai Analysis Report <br /> CarrierDesignafion: AT&TCo-location <br /> Carrler Site Number: Unknown <br /> Carrier Site Name: Unknown <br /> T•Mobile Designafion: T-Mobile Site Number: SE01686A <br /> T-Mobiie Site Name: Norpro <br /> Engineering Firm Deslgnation: TEP Project Number: 111155 <br /> Sife Data: 2215 Merrill Creek Pky, Everett, Snohomish County,WA 98203 <br /> Latifude 47°56'32.62", LongTfude-Y22°15'43.52„ <br /> 150 Foot—Monopole Tower <br /> Dear Ms. Irvine-Trujillo, <br /> To�ver Engineering Prolessionals is pleased to submit this "Structurai Analysis Report" to determine the <br /> structural integrity of the above mentioned tower. <br /> The purpose of the analysis is to determine structural acceptability of the structure stress level. Based on our <br /> analysis we have determined the stress level tor the structure and toundation, under the tollowing toad case, to <br /> be: <br /> LC1: Existing +Future+ Proposed Equipment Sufticient Capecity <br /> Nole:See Table 7 for Ihe existing,tulure,and p�oposed loading. <br /> Structure Controlling Component <br /> Capacity <br /> r g7 5=/ Base Foundation <br /> The analysis has been performed in accordance with the ANSI/TIA-222-G-2-2009 Structural Standard for <br /> Antenna Suoportina Structures and Antennas—Addendum 2 and the 2006 International Buildinq Code. <br /> All modifications and equipment proposed in this report shall be instalied in accordance with the 2ppurtenances <br /> listed in Table 1 for the determined available structural capaciry to be effective. <br /> We at Tower Engineering Prolessionals appreciate the opportunity of providing our continuing professional <br /> services to you and T-Mobile. If you have any questions or need further assistance on this or any other projects <br /> please give us a call. �Eq <br /> G• / <br /> ,��Q�,aF W i ti <br /> Respectfully submitted by: q e o ,A . �U I I <br /> x •I � <br /> q 3 <br /> J 7 � <br /> Pete Jerrnigan, P.E. ��bN�,� <br /> RISA Tower Report-version 5.4.2.0 cxnwes 04/I S/2011 <br />
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