Laserfiche WebLink
- • � <br /> � B+T GRP <br /> ti�a��n zs, zois '�; ► SOS -0(3 � <br /> Calhy Garziano B+T Group <br /> Crown Caslle 1717 S. Boulder, Suite 300 <br /> 5350 North 48th Slreel Suite 305 Tulsa, OK 74119 <br /> Chandler, AZ 85226 (918)587-4630 <br /> (480) 735-6952 btwo@btgrp cum <br /> Subject: Structural Analysis Report <br /> Carrier Designation: ATBT Mobility Co-Locate <br /> Carrier Site Number: SN89 <br /> Carrier Site Name: �vtukilteo Heights <br /> Crown Castle Designation: Crown Castle BU Number: 826263 <br /> Crown Castle Site Name: Norpro <br /> Crown Castle JDE Job Number: 328133 <br /> Crown Casde Work Order Number: 103G937 <br /> Crown Castle Application Number: 276592 Rev. 1 <br /> Engineering Firm Designation: B+T Group Project Number: 92189 00^<A1 <br /> Site Data: 2215 Merrill Creek Pky, Evcrett, Snohomish County,WA <br /> Latitude 47° SG'32.81", Longitude•122° 15'4Z.95" <br /> 150 Foot- Monopole Tower <br /> Dear Cathy Garziano. <br /> B+T Group is pleased to submit this "StrucWral Analysis Report" to determine ihe structural integrity o( the <br /> above menlioned lower. This analysis has been periormed in accordance with the Crown CasUe Structoral <br /> 'Slatement oi Work' and lhe lerms of Crown Caslle Purchase Order Number 769910, in accordance with <br /> appticalion 27G592, revision 1. <br /> The purpose of the analysis is lo determine acceptabilily of the tower slress level. Based on our analysis we <br /> have determined the lower slress level for the structure and foundation, under the following load case, to be: <br /> LCS: Exisling + Proposed Equipmenl Sufficicnt Capacity <br /> Notc�.See Tabic t and Tabie:lor thc proposed and c*isUng Inading,respeclrvely <br /> TiJs analysis has been periormed in accorda�ce with ihe 2012 Internalional Building Code based upon an <br /> ultimate 3-second gusl wind speed o( 110 mph converted to a nominal 3-second yust �vind speed of 85 mph per <br /> seclion 1609 3.1 as required (or use in the TIA-222-G S�andard per Exceplion 7J5 of Section 1609.1.1. Exposure <br /> Calegory C with a maximum topographic factor and Risk Category II were used in this analysis <br /> All equipment proposed in lhis report shall be inslalled in accordance wilh the attached drawings for lhe <br /> determined available structural capacity to be eHective. <br /> We at 8+T Group appreciate lhe opportunily of providng o�u continuing professional services to you and Crown <br /> Castle. i(you have any queslions or need furlher assislance on lhis or any other projects please give us a call <br /> ��t 0 N k <br /> Respectfully submitled by: `�J Q�`�'�Sy�^F�( <br /> g+T Engineering, Inc. ��ti� �T � <br /> o � <br /> o �.�' � <br /> > y <br /> Todd Goddard John W. Kelly, P.E., S.E. �, y �' <br /> Project Manager Vice President �q �?5 21 ���W <br /> COA: 3425 Expires 12l31/2015 �p �r�p� EN� �v <br /> � /,,I <br /> InxTov:er Report•version 6.1 4.1 SS�ONAL��G ZIYI' <br />