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20-21328
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20-21328
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Last modified
6/15/2021 1:38:46 PM
Creation date
5/12/2021 11:38:40 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-21328
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
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Florida:Certificate.of Authorization#8540 <br /> Tc�:ct�r'rc: <br /> Date: .-March 26, 2019RhGhd� <br /> William Barrett Tectonic Engineering &Surveying Consultants-P.C. <br /> Crown Castle 1279 Route-300 <br /> 8000 Avalon Blvd Newburgh, NY 12550 <br /> Alpharetta,_GA 30009 (845)567-6656 <br /> Subject., Structural Analysis Report <br /> Carrier Designation: . . T-Mobile Co-Locate <br /> Carrier Site Number: A2G0757A <br /> Carrier Site Name: Crown/816298 <br /> Crown Castle Designation: Crown Castle.BU Number: 816298 <br /> Crown Castle Site Name: ZEPHYRHILLS <br /> Crown Castle JDE Job Number: 564560 <br /> Crown Castle Work Order Number: 1713305 <br /> Crown Castle Order Number: 485277 Rev. 1 <br /> Engineering Firm Designation: Tectonic Project Number: 9800.816298, Phase 4 <br /> Site Data: 38522-A Ave,Zephyrhills, Pasco County,I FIL <br /> Latitude 28°13'40.631, Longitude.-82° 10'45.6" <br /> 287.667 Foot-Self Support Tower. <br /> Dear William Barrett, <br /> Tectonic Engineering & Surveying Consultants P.C. (Tectonic) is pleased-to submit this "Structural Analysis <br /> Report'.'to determine the 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 <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 138 mph as-required by the 2017 Florida Building <br /> Code-6th Edition (2015 IBC). Applicable Standard references -and design criter a are listed in Section 2 <br /> Analysis Criteria: <br /> Structural analysis prepared by' Mahesh Chillarge <br /> Respectfully submitted by: <br /> Tectonic <br /> �% p ••..E..GA Z <br /> '. <br /> :•" No PE86144 •t <br /> 3 1I ESTATE OF •�W Z* <br /> .Veronica E.:Elson, P.E. ��i�F•�C O R\O P����•` <br /> Senior Engineer �� P11ONAtE�o`�� <br /> tnxTower Report--version 8.0.5.0 <br />
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