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April2l, 2011 <br /> 190 Ft Se/f-Supporting Tower Structura/ Analysis A2G0082A Pasco County (VS) <br /> Project Number 110908, Revision 1 Page 3 <br /> 1) INTRODUCTION <br /> This tower is a 190-ft self-supporting tower designed by Valmont in November of 1998. The tower was originally <br /> designed for a fastest mile wind speed of 105 mph with no ice and 50 mph under service loads per TIA/EIA-222- <br /> F for the appurtenances listed in Table 2 TEP did not visit the site. All information provided to TEP was <br /> assumed accurate and complete <br /> 2) ANALYSIS CRITERIA <br /> The structural analysis was performed for this tower in accordance with the requirements of ANSI/TIA-222-G-2- <br /> 2009 Structural Standard for Antenna Supportina Structures and Antennas - Addendum 2 using a 3-second <br /> gust wind speed of 110 mph with no ice and 60 mph under service loads with the following criteria: <br /> 1) Tvpe of Analvsis. Rigorous Structural Analysis <br /> 2) Classification of Structure: Class II <br /> Definition: Structures used for services that due to height, use or location represent a substantial <br /> hazard to human life and/or damage to property in the event of failure and/or used for services that <br /> may be provided by other means. <br /> 3) Exposure Category: Exposure B <br /> Definition• Urban and suburban areas, wooded areas, or other terrain with numerous closely <br /> spaced obstructions having the size of single-family dwellings or larger. <br /> 4) Topographic Category: Category 1 <br /> Definition: No abrupt changes in general topography, e.g. flat or rolling terrain, no wind speed-up <br /> consideration shall be required. <br /> 5) Earthquake Category: Not Considered <br /> Commentary: Earthquake effects may be ignored per this Standard for site locations where Ss <br /> does not exceed 1 0. (Pasco County Ss=0.10) <br /> Table 1- Existing/Future/Proposed Antenna and Cable Information <br /> Existing/ Elevation Qty Antenna Model Mount �ty Coax Coax � Owner/ <br /> Proposed (Ft) Type Coax Size Locatlon Tenant <br /> � -- --- --- i ------ -- - - - TMBX 6517-R2M --Low -- - - - - � <br /> I <br /> Existing � 190 I 9� RR65-19-OODP Profile 24 1 5/8 BC-Face T-Mobile j <br /> ; � 12 � S20045Al2 LNA Platform . � � <br /> � � — - r -�- � -- , <br /> ; � 12 � DBXNH-6565B-R2M i � I <br /> � - - - ---- - ------ ---- - — - - � � <br /> ! j 9� Andrew E15S09P78 ; 19 a 1 5 � 8 a ; � <br /> � 3; Andrew ATCB-601-xx RET's 12' LP � 3 .315" � � <br /> Existing � 175 I -------- - ' AB-Face � AT&T i <br /> � 3 RRUS11 Dual PA RRU RBS6000 Platform i 1 774" � <br /> � -- <br /> � i r -------- ---- ' 2 3/8 ' <br /> i � 2 DC2-48-60-0-9E ; • ; <br /> I---- � <br /> � - - - - ---- --- --- � <br /> ' � 1 DC6-48-60-18-8F � � � <br /> � ( � <br /> �-- --- �- --- ' - - - - -- - - � -- ; - ,_---- - - - - - - ! <br /> ; ( 12 i � � <br /> Existing j 160 9 AP17-1900/090D Sector ' 9 1 5/8 CA-Face i Verizon <br /> i Mounts <br /> I - —�-- - - -- __ -------- � - - ' <br /> 12' � ------ — - <br /> � Existing � 150 6 DB950G65RCZE-M Sector 12 1 5/8 CA-Face Sprint <br /> , <br /> I � Mounts I , <br /> � - - -- - - - - - - <br /> 12' LP- - - -�- - �__ � ---_ —. I <br /> ;Proposed 140 6 HB-X-AW23-33-OOT 12 1 5/8 BC-Face Metro PCS <br /> , P/atform <br /> ,. Future � 100 ! 1� 4' MW Dish ; Mount I � � 1 5B � BGFace � T-Mobile <br /> I <br /> ' --- - - --- -- - - - <br /> -- -- -- - <br /> --- - -- ------- - ---- - <br /> Notes: -- — - ----- -- - - -- -- -- <br /> 1) Coax positioning based on inspection report by SiteMaster 2) Mount assumed per photos <br /> 3) Coax stacked 12-on-12 4) Coax stacked 7-on-12 <br /> 5) Coax assumed to run in (1) row of 12 <br /> RISATower Report - version 5.4.2.0 <br />