Laserfiche WebLink
• December 21, 20 i 6 <br /> 190-ft Self-Supporting Tower Structural Analysis Report - CC/BU No 826548 <br /> TEP Project Number 48i67.104472,Application 372275, Revision 0 Page 3 <br /> 1) INTRODUCTION <br /> This tower is a 190-ft self-supporting tower designed by Vaimont Microflect in January of 1998. The tower was <br /> originally 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 modified per reinforcement drawings prepared by Tower Engineering Professionals in July of <br /> 2013.TEP visited the site in November of 2013 to perform a post-modification inspection.All information provided <br /> to TEP was assumed to be accurate and complete. <br /> 2) ANALYSIS CRITERIA <br /> The analysis has been performed in accordance with the ANSI/TIA-222-G-2-2009 Structural Standard for Antenna <br /> Supportinp 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 /> Type of Analvsis: Rigorous Structural Analysis <br /> Classification of Structure: Class II <br /> Exposure Cateqorv: Exposure C <br /> Topoqraphic Categorv: Category 1 <br /> EarthQuake Cateqorv: Not Considered <br /> Earthquake effects may be ignored per this standard for site locations where Ss does not exceed 1.0. <br /> (Pasco County Max Ss=0.10). <br /> Table 1 - Proposed Antenna and Cable Information <br /> _ ; .Center � . , , _ ._. <br /> . . _ _ _ _. , <br /> Mountin I Nuin6er= � - � _ `Num6er Feed . ; <br /> g Line ;. -- � Antenna ; - Line ; <br /> of -= -.:...._ : . . ;Antenna Model- - � of Feed; Note' <br /> Level:ft � Elevatioir ' � Manufacfurer° �i - <br /> ( _) i- ; ;Size : - <br /> ;Antennas� , -- - � � � - _ ; lines : - <br /> _�. . '(ft) _ : ._ . ! . .. ._ _ :__: � . - -' ' _. .. . ..... . � ;. - '(in).:� ._., `_: <br /> 3 Commscope _ SBJAH4-1 D65B-DL <br /> 3 Ericsson RRUS 32 1 g/g 1 <br /> 171.0 175.0 _ y p- - - - - - — - <br /> 2 Ra ca DC2-48-60-0-9E 1 3/4 <br /> - - - <br /> 1 Raycap DC6-48-60-18-8C <br /> Notes: <br /> 1) See"Appendix B—Base Level Drawing"for assumed feed line configuration. <br /> Table 2- Existing and Reserved Antenna and Cable Information <br /> - <br /> --� Center � -. _ , „ - _ _ F d, . <br /> Mo.unting� Line ; Number ` Antenna� i _ - ;Number L ne; � <br /> � ofi � Antenna�.ModeL ;of Feed; � Note; <br /> Level.(ft) Elevafion: . :. .Manufacturer` , _ ; - S�ze .- -- <br /> _ _. A <br /> J _ . ' ; .ntennas� __ __ , - , Lines --- _ <br /> _. ..... ._ . ; (ft).__=: -:._ _ _i .. ...._..._..._ _... _.._.._� - - `(i n) - <br /> ' _: <br /> -.--... .:_.. .------- -- - ... ___� ._.. . ......_-- -.: � <br /> 4 Commscope CBC1921-DF-DC-6X <br /> 4 Nokia FHFB <br /> - - - - - = - -- <br /> 4 Andrew SBNHH-1 D65C w/Mount Pipe <br /> 194.0 4 Cellmax CMA-BDHH/6521/EO-6 <br /> Technologies w/Mount Pipe 6 2-1/4 <br /> 2 Nokia - FRIE 6 1-5/8 <br /> 190.0 2 Nokia NSN COVP 1 1-1/4 1 <br /> 1 Nokia FRIG 1 ��8 <br /> 8 Andrew ECC1920=VPUB <br /> 3 Nokia FRIG _ <br /> 190.0 - - — - <br /> 3 Nokia FXFB <br /> � 1 Tower Mounts Platform Mount[LP 715-1] <br /> tnxTower Report-version 7.0.5.1 <br />