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�� B+T GRP <br /> December 30, 2013 <br /> Marshall Farris B+T Grnup <br /> Crown Castle 1717 S Bculder. Suite 300 <br /> 5350 North 48th Street Suite 305 Tulsa, OK 74119 <br /> Chandler. AZ 85226 (918) SB7-0630 <br /> 1480) 734-2402 btwo@btgrp com <br /> Subject: Structurel Analysis Report <br /> Carrier Designation: Sprint PCS Cc•Locate Scenarir g <br /> Carrier Site Number. SE73X U54 <br /> Carrier Site Name: Lowell <br /> Crown Cast/e Designation: Crown Castle BU Number: 815285 <br /> Crown Castle Site Name: LOWELL <br /> Crown Castle JDE Job Number: 254065 <br /> Crown Castle Work Order Number: 689984 <br /> Crown Castle Application Number: 207166 Rev 1 <br /> Engineering Firm Designa[ion: B+T Group Project Number: 85650 002 01 <br /> Site Data: 2420 39TH STREET, EVERETT, Snohomish County, WA <br /> Lati[ude 47° 57'S6.28", I ongitude-122° 11'44.25" <br /> 130 Foot - Monopole Tower <br /> Dear Marshall Farris, <br /> g+T Grou� is aleased to submrt lhis "Structural Anatysis Report" to determine the strucWral integnry of the <br /> above mentioned tower This analysis has been performed in accordance with the Crown CasUe Structural <br /> Statement of Work' and the terms of Crown Castle Purchase Order Number 604999. in accordance with <br /> application 207166, revision t. <br /> The purpose of the analysis is to determine acceptabihty of the tower stress level Based on our analysis we <br /> have determined the rower stress level for Ihe structure and foundation under the following load case, to be <br /> LC5 Existing + Proposed Equipme�t Sufficient Capar�ty <br /> NOIe See Table 1 antl ia�le 21or Ihe pmposeA and eR�st�ng load;ng,respetUvely <br /> This analysis has been periormed in accordance with the 2012 Intemahonal Bwlding Code based upon an <br /> ullimate 3-second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of 85 mph per <br /> sechon 1609.3 1 as reqwred for use in the TIA-222-G Standard per Exceptior #5 0l Sect�on 1609 1 1 <br /> Exposure Category C and Risk Categcry II were used in this analysis <br /> All eqwpment proposed in this report shall be installed in accnrdance w�th the attached drawings for the <br /> determined avadable structural capacity to be eHedive. <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 quesLo�s or need further assistance on this or any other projecls please give us a cali <br /> w���,S�N kF <br /> Respectfully submitted by: `�� ���v,�s���Yfl�� <br /> g+T Engineenng, Inc ,Z v r <br /> � <br /> O %. �L � <br /> � � <br /> ¢ <br /> � <br /> Shardul Kadam, EJ John W Kelty. P E , S E „ �5021 .� ` <br /> Project Engineer Vice President y0�, cTURAL E�G �C'� 11� <br /> tnxTower Report-version 6 1 3 1 f SS•������('�"ti �o <br /> 1 <br />