Laserfiche WebLink
S 3 U IL <br /> i <br /> R. _ <br /> .) <br /> JUL 17 2023 I <br /> MAY 2 3 2023 1 CITY OF EVE F,T T <br /> Date: May 10,2023 CITY OF EVERETT ' Permit Services <br /> Permit Services Tower Engineering Professionals <br /> 326 Tryon Road <br /> Raleigh, NC 27603 <br /> (919)661-6351 <br /> Subject: Structural Analysis Report <br /> Carder Designation: AT&T Mobility Co-Locate <br /> Site Number: SNO5 <br /> Site Name: N/A <br /> FA Number: 10098233 <br /> Crown Castle Designation: BU Number: 856390 <br /> Site Name: PAINE FIELD <br /> JDE Job Number: 727838 <br /> Work Order Number: 2228227 <br /> Order Number: 628726 Rev. 3 <br /> Engineering Firm Designation: TEP Project Number: 62974.851100 <br /> Site Data: 1118 80th Street Southwest, Everett,Snohomish County,WA 98203 <br /> Latitude 47°55'28.99", Longitude-122°15'1.98" <br /> 100 Foot-Self-Supporting Tower <br /> Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the <br /> structural integrity of the above-mentioned tower. <br /> The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have <br /> determined the tower stress level for the structure and foundation, under the following load case,to be: <br /> LC5: Proposed Equipment Configuration Sufficient Capacity <br /> This analysis utilizes an ultimate 3-second gust wind speed of 110 mph as required by the 2018 Washington State <br /> Building Code.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. <br /> Structural analysis prepared by: Anwar Ibrahim/RAL <br /> Respectfully submitted by: ivy\ 01 WAS ��4 <br /> am /tr. .. '� <br /> William H. Martin, P.E., S.E. •- 11' I; <br /> 4$518 <br /> Citi.'' iL <br /> /ONAL <br />