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,��� �, <br /> �! �� <br /> J�C �9 ��o, <br /> ������, �+T GRP <br /> . <br /> ��_r �;,� >4 � <br /> May 16, 2017 - <br /> - <br /> ,u,,.�r;�� �� �:., <br /> �!r... � ��.__ <br /> :'l��'�� 'i.'p�,��,�'�` � <br /> Jeffrey McNeill � B+T Group <br /> Crown Castle 1717 S. Boulder, Suite 300 <br /> 2055 S. Stearman Drive Tulsa, OK 74119 <br /> Chandler, AZ 85286 (918) 587-4630 <br /> (480) 735-6912 btwo@btgrp.com <br /> Subject: Structural Analysis Report <br /> Carrier Designation: T-Mobile Co-Locate <br /> Carrier Site Number: SE01513A <br /> Carrier Site Name: Sheeler/Everett <br /> Crown Castle Designation: Crown Castle BU Number: 815285 <br /> Crown Castle Site Name: LOWELL <br /> Crown Castle JDE Job Number: 427424 <br /> Crown Castle Work Order Number: 1384957 <br /> Crown Castle Application Number: 380442 Rev. 0 <br /> Engineering Firm Designation: B+T Group Project Number: 85660.006.01 <br /> Site Data: 2420 39TH Street, Everett, Snohomish County,WA <br /> Latitude 47°57'S6.28", Longitude-122° 11'44.25" <br /> 130 Foot-Monopole Tower <br /> Dear Jeffrey McNeill, <br /> B+T Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the <br /> above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural <br /> 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1020180, in accordance with <br /> application 380442, revision 0. <br /> The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we <br /> have determined the tower stress level for the structure and foundation, under the following load case, to be: <br /> LC5: Existing + Proposed Equipment Sufficient Capacity <br /> Note:See Table 1 and Table 2 for the proposed and existing loading,respectively. <br /> This analysis has been performed in accordance with the 2015 International Building Code based upon an <br /> ultimate 3-second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of 85 mph per <br /> section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. <br /> Exposure Category C and Risk Category II were used in this analysis. <br /> All equipment proposed in this report shall be installed in accordance with the attached drawings for the <br /> determined available structural capacity to be effective. <br /> We at B+T Group appreciate the opportunity of providing our continuing professional services to you and Crown <br /> Castle. If you have any questions or need further assistance on this or any other projects please give us a call. <br /> Respectfully submitted by: <br /> B+T Engineering, Inc. � �,L'(QN k <br /> ( �`� �F VdAsy1�,Cl�L- <br /> �J �,� .,.� To2 � <br /> Jason Brock, E.I. John W. Kelly, P.E., S.E. � � y ��' <br /> Project Engineer Engineer of Record <br /> COA: 3425 Expires: 12/31/2017 �� � � 45021���'��� <br /> tnxTower Report-version 7.0.5.1 TUpA�E� � <br /> �SSIONAL�G <br />