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8215 BROADWAY CROWN CASTLE ANTENNA 2022-04-04
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8215 BROADWAY CROWN CASTLE ANTENNA 2022-04-04
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Last modified
4/4/2022 11:49:45 AM
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4/4/2022 11:48:50 AM
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Address Document
Street Name
BROADWAY
Street Number
8215
Tenant Name
CROWN CASTLE ANTENNA
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�0i <br /> 3 8 U <br /> Date: May 24, 202111 <br /> \ / <br /> NOV 0 1 2021 Tower Engineering Professionals <br /> 326 Tryon Road <br /> CITY OF EyERETT Raleigh, NC 27603 <br /> Permit Services (919) 661-6351 <br /> Subject: Structural Analysis Report <br /> Carrier Designation: T-Mobile Co-Locate <br /> Site Number: SE01690A <br /> Site Name: N/A <br /> Crown Castle Designation: BU Number: 824022 <br /> Site Name: Feely <br /> JDE Job Number: 650895 <br /> Work Order Number: 1971842 <br /> Order Number: 558187 Rev. 0 <br /> Engineering Firm Designation: TEP Project Number: 233927.550397 <br /> Site Data: 8215 Broadway, Everett, Snohomish County,WA 98203 <br /> Latitude 47°55'25.35", Longitude-122°12'19.20" <br /> 60 Foot-Monopole 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 /> LC7: Proposed Equipment Configuration Sufficient Capacity <br /> This analysis has been performed in accordance with the 2018 Washington State Building Code based upon an <br /> ultimate 3-second gust wind speed of 98 mph. Applicable Standard references and design criteria are listed in <br /> Section 2 -Analysis Criteria. <br /> Structural analysis prepared by: Licheng Luo/WAT j <br /> 11411 <br /> '0RIDG �Respectfully submitted by: ,� w.s.6r1 04, <br /> G <br /> w te1 <br /> Q �z 73 <br /> CO <br /> Ronnie E. Glover, P.E., S.E. ce, <br /> / "' <br /> d �, x► <br /> "� 52921 <br /> O, �RAL, G <br /> �SIONAL �G 05/24/2021 <br />
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