1-3016-LC3_Rev._1.pdf
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- Attached to
- Competitive Selection OH|DOT07526-9
- Contract number
- DOT07526-9
- Issued by
- Ohio
About this file
This document is a detailed engineering drawing for a 60' Extra Heavy Tilt Tower, specifically designed for the Ohio DOT (Department of Transportation), prepared by Western Towers located in San Angelo, Texas. The technical schematic is marked as "USE FOR CONSTRUCTION" and provides comprehensive structural specifications for a telecommunications tower with specific design parameters, including base reactions, design load details, and technical components.
The tower is designed with specific technical specifications, including a 60' nominal height, 65' actual height, and engineered to withstand wind speeds of 110 MPH with an ice load of 50 MPH (1" ice). The total estimated shipping weight is 4,750 lbs, with hot-dipped galvanized structural steel meeting ASTM A123 standards. The design includes multiple components such as (2) airMAX NANOBEAM 5AC and PTX-MIC IP STARLIGHT 7100i equipment, with precise measurements and mounting details. The tower is classified with a TIA standard of 222-H, a risk category of 2, and is designed to hold the design load of connecting members at 45% of tower capacity usage.
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Text version
0"
3'-6 1/2"
5'-5 7/16"
62'-2 5/16"
33'- 3/16"
64'-7 5/16" 2"
SITE NAME: OHIO DOT 1
HEIGHT: 60' NOMINAL
(65' ACTUAL)
TIA STANDARD: 222-H
WIND: 110 MPH
ICE.: 50 MPH (1" ICE)
EXPOSURE CAT.: C
TOPOGRAPHIC
CAT.: 1
RISK CAT.: 2
***USE FOR CONSTRUCTION***
DESIGN NOTES:
POLE STEEL MEETS THE 1.
REQUIREMENTS OF THE TIA
STANDARD LISTED BELOW.
POLE STEEL: A500B2.
FLANGE STEEL: A572-50
PIPE STEEL: A53-B
ALL OTHER STEEL: 36 KSI MINIMUM
ALL STRUCTURAL STEEL IS HOT DIPPED 3.
GALVANIZED PER ASTM A123.
ALL CONNECTIONS ARE DESIGNED 4.
TO HOLD THE DESIGN LOAD OF THE
CONNECTING MEMBERS.
TOWER CAPACITY USAGE = 45%5.
BASE REACTIONS:
AXIAL = 4900 LBS
SHEAR = 2300 LBS
MOMENT = 61000 LB-FT
ADD-ON ITEM
NO.
PART
NUMBER DESCRIPTION QTY
1 3016 60' EXTRA HEAVY TILT 1
2 1239-1 PL 1/2" X 4" X 1'-10 1/8" - 13# CW 1
3 1239-2 PL 3/8" X 4" X 1'-10 1/8" - 10# CW 1
4 5102-3 1/2" FLAT WASHER 3
5 5103-3 1/2" LOCK WASHER 3
6 5041-3 1/2"-13 X 2" FULL THREAD BOLT 3
* 7 4002-1 GROUNDING SYSTEM - (2) CAD WELDED PIGTAILS 1
8 1606-1 LOCK GUARD BENT PLATE 1
* 9 2260 P.O.E. REINFORCEMENT WELDMENT 1
10 2008-2 ANTENNA PIPE WELDMENT W/ MALE NPT THREADS 1
TOTAL ESTIMATED SHIPPING WEIGHT W/GALVANIZING: 4750 LB
DESIGN LOAD TABLE
ELEV. ITEM
64' (2) airMAX NANOBEAM 5AC 64' PTX - MIC IP STARLIGHT 7100i
REVISIONS
REV. DESCRIPTION DATE BY
1 ADDED ITEM NOS. "8", "9", & "10" 3/25/2025 JB
1DEGREE: 10/30/2024SHEET 1 OF 2
TITLE:PROJECTION:
TOLERANCES ARE:
SPG
TOWER - OHIO DOT
3016-LC3
BY:
SPECIFIC 1
WESTERN TOWERS. FOR USE
DATE:
1/8BY WESTERN TOWERS ONLY. FRACTIONAL:
60' EXTRA HEAVY TILT
UNLESS OTHERWISE NOTED,
DIMENSIONS ARE IN INCHES
SCALE: 1:30
SHEET SIZE:
B
DWG. NO.
DECIMAL: (325) 658 - 6539 0.1
PROPRIETARY DRAWINGS
CONFIDENTIAL
INFORMATION WHICH
CANNOT BE ISSUED,
COPIED, OR USED BY
OTHERS WITHOUT WRITTEN
AUTHORIZATION BY
320 W. 26TH - SAN ANGELO, TEXAS 76903
WESTERN TOWERS
REPLACES 2008 FROM 301610
A
B
B
46 5
SCALE 1 : 8
DETAIL A
(3 PLCS)
DRILL AND TAP
FOR 1/2"-13 UNC
2 5/16"
9 9/16"
2 PLCS
3'-6 1/2"
0"
5'-5 7/16"
62'-2 5/16"
33'- 3/16"
64'-7 5/16" 2"
SHEET 2 OF 2
(325) 658 - 6539
3016-LC3
WESTERN TOWERS. FOR USE
SPG
SPECIFIC 1
TOWER - OHIO DOT
BY:SCALE: 1:30
DWG. NO.
B
SHEET SIZE:
UNLESS OTHERWISE NOTED,
DATE:
60' EXTRA HEAVY TILT
TOLERANCES ARE:
BY WESTERN TOWERS ONLY.
PROJECTION: TITLE:
FRACTIONAL:
10/30/2024 1
DIMENSIONS ARE IN INCHES
DEGREE:
0.1DECIMAL:
1/8
PROPRIETARY DRAWINGS
CONFIDENTIAL
INFORMATION WHICH
CANNOT BE ISSUED,
COPIED, OR USED BY
OTHERS WITHOUT WRITTEN
AUTHORIZATION BY
320 W. 26TH - SAN ANGELO, TEXAS 76903
WESTERN TOWERS
SECTION C-C
SCALE 1 : 8
9 REF.
1 1/2"
WELD PIGTAILS ON INSIDE OF BASE TUBE
ITEM NO. "9"
(P.O.E. COVER NOT SHOWN)
1/2"
SCALE 1 : 8
SECTION B-B
96 1/8" X 10 1/8" CUTOUT FOR
1'-11 5/8"
C
C
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