Laserfiche WebLink
11111641 <br /> Date: June 20, 2019 �� <br /> GPD GROUP' <br /> Kristin Lenz 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 /> Subject: Structural Analysis Report <br /> Carrier Designation: T-Mobile Co-Locate <br /> Carrier Site Name: Feely <br /> Carrier Site Number: SE01690A <br /> Crown Castle Designation: Crown Castle BU Number: 824022 <br /> Crown Castle Site Name: Feely <br /> Crown Castle JDE Job Number: 569532 <br /> Crown Castle Work Order Number: 1756407 <br /> Crown Castle Order Number: 489098 Rev. 0 <br /> Engineering Firm Designation: GPD Project Number: 2019777.824022.02 <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 Kristin Lenz, <br /> We are pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above <br /> mentioned tower. <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: Proposed Equipment Configuration Sufficient Capacity <br /> This analysis utilizes an ultimate 3-second gust wind speed of 110 mph as required by the 2015 International <br /> Building Code.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. <br /> Structural analysis prepared by: Matt Steward EXP 01/16/21 <br /> Respectfully submitted by: <br /> Awsy,�Acy p. <br /> John N. Kabak, S.E. <br /> Washington#: 50892 <br /> 50892 <br /> • +t : RAL'& G <br /> `SIONAL� <br /> 6/20/2019 <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 />