My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
17-18195
Zephyrhills
>
Building Department
>
Permits
>
2017
>
17-18195
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/12/2017 1:17:00 PM
Creation date
12/12/2017 1:16:35 PM
Metadata
Fields
Template:
Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
17-18195
Building Department - Name
CITY OF ZEPHYRHILLS
Address
38122 HENRY DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
73
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
.�...�_ - <br /> October 10,2016 <br /> 190-ft Se1f-Supporting Tower Structura!Analysis Reparf—Revision 1 CCI BU IVo 826�48 <br /> TEP Project Number 48167.99008,Application 364433, Revision 0 Page 3 <br /> 1) IN7RODUCTION <br /> This tower is a 190-ft self-supporting tawer designed by Va(mont Microflect in January of 1998. The tower was <br /> ariginai{y designed for a wind speed of 105 mph per EIA/TIA-222-F for the appurtenances listed in Table 3. The <br /> tower has been madified per reinforcement drawEngs prepared by Tower Enginsering Prafessionals in 3u1y of <br /> 2013.TEP visited the site in November af 2013 to perfarm a post-modification inspection.All information provided <br /> to TEP was assumed to be accurate and camplete. <br /> 2}ANALYSIS CRITERIA <br /> The analysis has been performed in accordance with the Ah1Sf�fiA-222-G-2-2009 Struc#ural S#andard for Antenna <br /> Supporting Structures and Antennas—Addendum 2 using a nominal 3-second gust wind speed of 106 mph with <br /> no ice and 60 mph under service loads with the following design criteria: <br /> �qe of Analysis: Rigoraus Structural Analysis <br /> Classificatian a#Structure: Class 11 <br /> Exposure Cateaorv: Exposure C <br /> To�,oqraphic Cateqory: Categary 1 <br /> Earthquake Cateqarv: Not Considered <br /> Earthquake effects may be ignared per this standard for site lacations where Ss does not exceed 1.0. <br /> (Pasco County Max Ss=Q.10). <br /> 7able 1 -Propased Antenna and Gable Information <br /> Center Number 'Number ��e�' � <br /> Mounting: Line Antenna Line: <br /> of � -Antenna Model � af Feed`� ; Note <br /> l.evet.(ft}= Eleuation; Manufacturer - Size � <br /> _ �ft� Antennas: , , - Lines � tin� 1 <br /> 3 Alpha Wireless Ltd. AW3286 <br /> 3 17164 <br /> 150.0 150.0 3 Nokia FWHR 3 1/4 1 <br /> 1 Box Enclosures g�N_�2P 1 7!8 <br /> and Assembly <br /> Notes: <br /> 1) See"Appendix B—Base Levei Drawing"for assumed feed line configuration. <br /> Table 2-Existing and Reserved Antenna and Cable Information <br /> Center ; -� - � - - - - , -- ' Feed' <br /> Number . - - Num6er Line i <br /> Mounting' L.ine Anterina + ; � <br /> Levei(ft}; Elevation. �# . - Mantifacturer ; - Antenna Madel , of Feerl� ��z�i Note <br /> �ft� Antennas� _ ; Liiies � �i�) �: <br /> 4 Commscope CBC1921-DF-DG6X g �-�/g j <br /> 4 Nokia FHFB 1 i-3/5 <br /> 4 Andrew SBNHH-1 D65C w/Mount Pipe <br /> 194.0 4 ����max CMA-BDHH/6521/E0-6 <br /> Technologies w/Mount Pipe <br /> . 2 Nokia FRIE <br /> 190.0 2 Nokia NSN COVP <br /> 1 Nokia FRIG � �-�f$ 2 <br /> 8 Andrew ECC1920-VPUB <br /> 190.0 3 Nokia �RIG <br /> 3 Nokia FXFB <br /> 1 Tower Mounts Plafform Mount[LP 715-1j <br /> tnxTower Report-versian 7.Q.5.1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.