My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
19-20776
Zephyrhills
>
Building Department
>
Permits
>
2019
>
19-20776
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/15/2020 10:12:32 AM
Creation date
1/14/2020 9:27:59 AM
Metadata
Fields
Template:
Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Building Department - Doc Type
Permit
Permit #
19-20776
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
108
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
i <br /> Florida Certificate of Authorization#8540 <br /> • <br /> Date: November 29,2018 <br /> Tectonic <br /> PRACTICAL SOI IITIONS.FIMPTIONAI.SFRVIM <br /> Stephanie Lipscomb Tectonic Engineering &Surveying Consultants P.C. <br /> Crown Castle 1279 Route 300 <br /> 370 Mallory Station RoadSuite 505 Newburgh, NY 12550 <br /> Franklin,TN 37067 (845)567-6656 <br /> Subject: Structural Analysis Report <br /> Carrier Designation: Sprint PCS Co-Locate <br /> Carrier Site Number: TA33XCO47 <br /> Carrier Site Name: N/A <br /> Crown Castle Designation: Crown Castle BU Number: 816298 <br /> Crown Castle Site Name: ZEPHYRHILLS <br /> Crown Castle JDE Job Number: 544715 <br /> Crown Castle Work Order Number: 1663303 <br /> Crown Castle Order Number: 468057 Rev. 3 <br /> Engineering Firm Designation: Tectonic Project Number: 9800.816298, Phase 2 <br /> Site Data: 38522 A Ave,Zephyrhills, Pasco County, FL <br /> Latitude 28°.13'40.63", Longitude-82' 10'45.6" <br /> 287.667 Foot-Self Support Tower <br /> Dear Stephanie Lipscomb, <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 criteria are listed in Section 2- <br /> Analysis Criteria. <br /> Structural analysis prepared by: Mahesh Chillarge/VE <br /> Respectfully submitted by: <br /> TectonicF. <br /> E lV`,woe°�4V��.•��c <br /> No 71995 . <br /> Edward F. Martella, P.E. 0•;. STATE OF ; � <br /> Vice President 'off •:c< O R ti P••��-% <br /> ip S� •••..., C? e� <br /> tnxTower Report-version 8.0.4.0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.