Laserfiche WebLink
� � • BiyID -ozl <br /> � B+T GRP <br /> September 3. 2014 � <br /> Alicia Hansbrough B+T Group <br /> Crown Castle 1717 S Boulder, Swte 300 <br /> 12725 Morr�s Road Extension Suite 400 Tulsa. OK 74119 <br /> Alpharetta, GA 30004 (918) 587-4630 <br /> (678) 366-�261 btwo@blgrp.com <br /> Subject: Structurel Analysis Report <br /> Carrier Designation: Verizon Wireless Co-Locate <br /> Carrier Site Number: N/A <br /> Carrier Site Name: Wide Stream <br /> Crown Castle Designation: Ccown Castle BU Number: 815285 <br /> Crown Castle Site Name: Lowell <br /> Crown Castle JDE Job Number: 304473 <br /> Crown Castle Work Order Number: 918882 <br /> Crown Castle Application Number: 260693 Rev 1 <br /> Engineering Firm Designation: B+T Group Project Number: 85660.003 01 <br /> Si:e 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 Alicia Hansbrough, <br /> g+T Grouu are pleased to submit this "Structurel Analysis Report" to determine the structurai mlegnry of ihe <br /> above merdioned 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 686596, m accordance wdh <br /> application 260893, revlsion 1. <br /> The purpose of the analysis is to determine acceptability of the lower stress level. Based on our analysis we <br /> have determmed the tower stress level for the structure and foundation, under the following load case, to be <br /> LC5 Exi;ting + Proposed Equipment + Reserved Equipm �nt Sufficient Capacity <br /> Nme. See Ta61e 1 and Table 21or Ihe pwposetl anA exisung loatling,res�echvely. <br /> This anaysis has been performed in accordance with the 2012 Intemational Budding 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 mpt� per <br /> sec6on 1609 3 1 as reqwred 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 Ihe attached drawmgs for the <br /> determined available structural capacity to be eHective <br /> We at B+T Group appreciate the opportunity of providing our continwng 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 /> g+T Engineering, Inc �L��N kF <br /> ��� ,���ensH,nC(�` <br /> U .T �L � <br /> � � <br /> Jacob Johnson, E LT. John W Kelly, P.E., S.E N�, W <br /> Pro ect En meer Vice President �0 9 4 021 ��� � <br /> 1 9 �0�, Tu a� ENG �:� /�1 <br /> InxTower Report -versian 6.1.4.1 fSS�ONAI.�C �' <br />