Laserfiche WebLink
. & rs ds � Uv� <br /> � B+T GRP <br /> n���i 2, 2oi s � <br /> Borzou Rostami B+T Group <br /> Crown Caslle 1717 S. Bouldcr, Suitc 300 <br /> 12725 P.lorris Road Ez�ens.on Suite 400 Tulsa. OK 74119 <br /> Alpharetta, GA 30004 �918) SH7-4630 <br /> �hvo a btgrp.com <br /> Subject: Structural Analysis Report <br /> Carrier Designation: ATBT Mobility Co-Locate <br /> Carrier Site Number: SN30 <br /> Carrier Site Name: Pinehurst <br /> Crown Castle Designation: Crown Castle BU Number: 815285 <br /> Crown Castle Site Name: LOWELL <br /> Crown Castle JDE Job Number. 3287G6 <br /> Crown Castle Work Order Number: 1036809 <br /> Crown Castle Application Number. 276453 Rev. 1 <br /> Engineering Firm Designation: B+T Group Projec'Number. 85660.004.01 <br /> Site Data: 2420 39th Street, Evcrett, Snohomish County, WA <br /> Latitude 47° 57'S6.28", Longitude -122° 11'44.15" <br /> �30 Foot- Monopole Tower <br /> Dear �orzou Rostarni, <br /> B+T Group is ple�sed to submil this "Structural Anaiysis Report" to deterniice the struclural integrity o( lhe <br /> above menlioned tower. This anatysis h�s been per(ormed in accordance with the Cro:^m Castle Struclural <br /> 'Statement of Work' and the terms o` Cro:✓n Castle Purchase Order Number 772854, in accordance wilh <br /> application 276453, revision 1. <br /> The purpose of the ana�ysis is to determine acceplabiliry cf Ihe tower stress level. Based on our analysis we <br /> have determined the tower stress level (or the structure and foundalion. under the following load case, to be. <br /> LC7: Fxisling + Reserved + Proposed Equipment Sufficient Capaciry <br /> Note� See Tablr. 1 anU 7able 21or Ihe proposed antl exisl�nglreserveC loadmy.mspr.ct�ccly <br /> This analysis has been periormed in accordance with the 2012 Inlernalional B��ilding Code based upon an <br /> ultimate 3-second gust wind speed of 110 mph converled to a nominal 3-second gust wind speed of 8�i mph oer <br /> section 1609.3.1 as reqwred for use m the TIA-222-G Slandard per Exception 1:5 of Section 1609.1 1. <br /> Fxposure Calegory C and Risk Category II v✓ere used in lhis analysis <br /> All equipmenl proposed in Ihis report shall be installed in accordance wi�h the� oll.iched drt�rviny; (or Ihe <br /> determined available structurai capaciry to be effective. <br /> We al B+T Group appreciale the opportunity o( provldlnra our cuntinuiny pro`essonal serwces lo you �nd Gro�.vn <br /> CasUe. If you have any queslions or need further a;s�st�nce o� this or any o�he� pro;rcts please give us a r,�il. <br />' Respeciruuysubm�uedby: �E��ONkF <br /> B+T Engineering, Inc. � pF���ns�rGy�<<� <br /> � ,�� T <br /> oi: °2 � <br /> � � <br /> Jacob Johnson, E.I.T. Jotin W. Kelly, P.E., S.E. '- <br /> Project Engineer Vice President N,, � �� <br /> COA: 3425 Expires: 12/31/2015 ,F, � 4 �`` <br /> � l�R�� �N �' I � <br /> �nxTower Re ort - vcrsion 6.1.4.7 <br /> �' �SS�ONAI.�G � 'L; / <br />