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9910 EVERGREEN WAY SPRINT ANTENNA 2018-10-30
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9910 EVERGREEN WAY SPRINT ANTENNA 2018-10-30
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Last modified
10/30/2018 2:55:23 PM
Creation date
5/29/2018 1:31:21 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
9910
Tenant Name
SPRINT ANTENNA
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/ 7/0 -055 <br /> Date: September 10, 2017 <br /> Kent Nowak Tower Engineering Professionals <br /> Crown Castle 326 Tryon Road <br /> 2055 S. Stearman Drive Raleigh, NC 27603 <br /> Chandler, AZ 85286 (919) 661-6351 <br /> (602) 845-1786 crownOtepgroup.net <br /> Subject: Structural Analysis Report <br /> Carrier Designation: Sprint PCS Co-Locate <br /> Carrier Site Number: SE59XC004 <br /> Carrier Site Name: Buzz Inn <br /> Crown Castle Designation: Crown Castle BU Number: 880407 <br /> Crown Castle Site Name: Buzz Inn <br /> Crown Castle JDE Job Number: 457549 <br /> Crown Castle Work Order Number: 1456095 <br /> Crown Castle Application Number: 404644 Rev. 1 <br /> Engineering Firm Designation: TEP Project Number: 51358.131860 <br /> Site Data: 9910 Evergreen Way, Everett, Snohomish County,WA 98204 <br /> Latitude 47°54'29.0" Longitude -122°14'31,0" <br /> 88 Foot-Monopole Tower <br /> Dear Kent Nowak, <br /> Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the <br /> structural integrity of the above mentioned tower. This analysis has been performed in accordance with the <br /> Crown Castle Structural `Statement of Work' and the terms of Crown Castle Purchase Order Number 1079521, <br /> in accordance with application 404644, revision 1. <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 I and Table II for the proposed and existing loading,respectively. <br /> This analysis has been performed in accordance with the Washington State Building Code, WAC Chapter 51-50, <br /> Section 3108 (2015 International Building Code) based upon an ultimate 3-second gust wind speed of 110 mph <br /> converted to a nominal 3-second gust wind speed of 85 mph per Section 1609.3.1 as required for use in the TIA-222- <br /> G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category II were used in this <br /> analysis. <br /> All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances <br /> listed in Tables 1 and 2 and the attached drawing for the determined available structural capacity to be effective. <br /> We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional <br /> services to you and Crown Castle. If you have any questions or need further assistance on this or any other <br /> projects please give us a call. <br /> j?„;faiin, <br /> / <br /> Structural analysis prepared by: Travis L. Infante, E.I./PRS ;� <br /> Respectfully submitted by: � ‘ A <br /> ' y <br /> j <br /> col <br /> Ryan J. Rimmele, P.E., S.E. O,A Ge,,51027 .. P <br /> '�s RAL B\4G �'�� Ail <br /> CONAL E� ") { <br />
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