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Date: August 15,2017 Agri <br /> n. <br /> GPD GROUP <br /> Katie Stana Professional Corporation <br /> Crown Castle 520 South Main Street Suite 2531 <br /> 2055 S. Stearman Drive Akron, Ohio 44311 <br /> Chandler,AZ 85286 (216) 927-8663 <br /> (602)845-1747 dpalkovic@gpdgroup.com <br /> Subject: Structural Analysis Report <br /> Carrier Designation: Verizon Wireless Co-Locate <br /> Carrier Site Name: Feely <br /> Crown Castle Designation: Crown Castle BU Number: 824022 <br /> Crown Castle Site Name: Feely <br /> Crown Castle JDE Job Number: 448063 <br /> Crown Castle Work Order Number: 1429335 <br /> Crown Castle Application Number: 397446 Rev. 7 <br /> Engineering Firm Designation: GPD Project Number: 2017777.824022.01 <br /> Site Data: 8215 Broadway, Everett, Snohomish County,WA 98203 <br /> Latitude 47°55'25.28", Longitude -122° 12'19.22" <br /> 60 Foot-Valmont Microflect Monopole Tower <br /> Dear Katie Stana, <br /> We are pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above <br /> mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural `Statement <br /> of Work' and the terms of Crown Castle Purchase Order Number 1069166, in accordance with application <br /> 397446, revision 7. <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 /> LC7: Existing + Reserved + Proposed Equipment Sufficient Capacity <br /> Note:See Table I and Table II for the proposed and existing/reserved loading,respectively. <br /> This analysis has been performed in accordance with the 2015 International Building Code based upon an <br /> ultimate 3-second gust wind speed of 115 mph converted to a nominal 3-second gust wind speed of 89 mph per <br /> section 1609.3.1 as required for use in the TIA-222-G Standard per Exception#5 of Section 1609.1.1. Exposure <br /> Category C and Risk Category II were used in this analysis. Seismic forces have been evaluated based on Site <br /> Class D with spectral response factors Ss of 1.392 and S1 of 0.532. <br /> We appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you <br /> have any questions or need further assistance on this or any other projects please give us a call. <br /> Structural analysis prepared by: Eric Schnaus EXP 01/16/19 <br /> Respectfully submitted by: 4,,N7LA 141(40.4 <br /> ' <br /> John N. Kabak, S.E. -c C. <br /> Washington#: 50892 <br /> 50892 <br /> `%,rf'R ALVO <br /> 8/15/2017 <br /> 520 South Main Street.Suite 2531.Akron,Ohio 44311 .330-572-2100.Fax 330-572-2101 .www.GPDGroup.com <br /> GPD Group,Professional Corporation <br />