1-3005__60__Standard_Heavy_Tilt__Rev._4.pdf
PDF 117 KB Posted
- Attached to
- Competitive Selection OH|DOT07526-9
- Contract number
- DOT07526-9
- Issued by
- Ohio
About this file
This technical drawing depicts a detailed design specification for a 60' Standard Heavy Tilt Tower manufactured by Western Towers, located in San Angelo, Texas. The document appears to be a proprietary engineering blueprint for a specialized communication tower, with detailed technical drawings and comprehensive parts lists covering two sheets dated 11/24/14 and revised on 12/31/2024.
The tower specification includes precise dimensional details, with a total height of approximately 59'-9 1/4", constructed using various square and rectangular steel tubes with specific material properties. The design includes a base tube, swing tubes, antenna pipe, and multiple hardware components such as bolts, washers, and nuts. The tower is galvanized per ASTM A123 standards, with steel components having specified yield strengths ranging from 42-50 KSI. The documentation provides a detailed assembly process, including steps for P.O.E. (Point of Entry) enclosure assembly and specific instructions for installation, with an estimated shipping weight of 2,530 pounds. The drawing includes technical notes on materials, welding standards, and component specifications, indicating a high-precision engineering approach to tower design.
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Text version
0"
3'-5 15/16"
30'- 1/4"
32'-11 13/16"
57'-1 1/4"
59'-9 1/4"
REVISIONS
REV. DESCRIPTION DATE BY
4 REVISED PIVOT DESIGN 12/31/2024 SPG
PART REFERENCE DESCRIPTION
BASE TUBE 8" SQ. TUBE - 3/8" X 30'-5"
SWING TUBE TOP 5" SQ. TUBE - 5/16" X 24'-0 15/16"
SWING TUBE BTM 5" SQ. TUBE - 5/16" X 29'-9 11/16"
SPLICE PLATES PL 1" X 10" SQUARE
BASE PLATE PL 1 1/2" X 16" SQUARE
ITEM
NO. PART NUMBER DESCRIPTION QTY
1 2005 60' HEAVY TILT BASE TUBE WELDMENT 1
2 2006 60' HVY BTM SWING TUBE WELD 1
3 2007 60' HVY TILT TOP SWING WELD 1
4 2008 ANTENNA PIPE WELDMENT 1
5 2010 P.O.E. COVER (8" SQ. TUBE) 1
6 2009-1 LOCKING PIN (8" SQ. TUBE) 1
7 1521-3 TOP PLATE (8" SQ. TUBE) 1
8 5010-1 1/2"-13UNC ALL-THREAD X 10 1/2" LONG 1
9 5107-3 1/2-13 UNC ANCO NUT 2
10 5104-1 1/2" CAGE NUT 1
11 5102-3 1/2" FLAT WASHER 1
12 5103-3 1/2" LOCK WASHER 1
13 5001-1 1/2"-13UNC A325 BOLT X 1 1/2" LONG 1
14 5004-7 7/8"-9 UNC X 3 1/2" LONG BOLT 4
15 5103-6 7/8" LOCK WASHER 4
16 5101-6 7/8" HEX NUT 4
17 5500-6 LANYARD (51') 1
18 5011-1 3/8"-16 UNC U-BOLT X 2 1/2" 2
19 5103-2 3/8" GALV. SPLIT LOCK WASHER 6
20 5101-2 3/8"-16 UNC HEX NUT 6
21 1603-1 SPACER, PIPE 5"-SCH.80 X 1 1/4" LONG 1
22 5105-5 PLATE WASHER 4 5/8" ID, 1/4" THK 1
23 5101-4 5/8"-11 UNC HEX NUT 1
24 5102-4 5/8" FLAT WASHER 2
25 5002-14 5/8"-11 UNC BOLT X 5 1/2" LONG 1
26 5025-2 3/8" J-BOLT X 3 1/4" LONG 2
27 3005-HK 60' STANDARD HVY HARDWARE KIT 1
ESTIMATE SHIPPING WEIGHT: 2530 LBS
CONTAINED IN HARDWARE KIT
B
SHEET SIZE:
DIMENSIONS ARE IN INCHES
DWG. NO.
TOWER
0.1
DEGREE: 1
UNLESS OTHERWISE NOTED,
DATE: SPG
3005BY WESTERN TOWERS ONLY.
(325) 658 - 6539
TITLE:
FRACTIONAL:
11/24/14
PROJECTION:
WESTERN TOWERS. FOR USE
BY:
TOLERANCES ARE:
60' STANDARD HEAVY TILT
SHEET 1 OF 2
DECIMAL:
1/8
SCALE: 1:35
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
22 7
21 2
2X
GRADE ANTI-SEIZE (GRAINGER P/N: 23YC76)
OR EQUIVALENT TO THE PIVOT CONNECTION
AT THE BASE TUBE REPADS.
APPLY MOLY-LIT ANTI-SEIZE COMPOUND
(GRAINGER P/N: 23YA62) AND MARINE
A
A
B
B
57'-1 1/4"
0"
3'-5 15/16"
30'- 1/4"
32'-11 13/16"
59'-9 1/4"
PADLOCK
CUSTOMER
PROVIDED
STEP 3
12/31/2024 1
PROJECTION:
(325) 658 - 6539
WESTERN TOWERS. FOR USE
60' STANDARD HEAVY TILT
SHEET 2 OF 2SCALE: 1:35 DATE: BY:
TITLE:
UNLESS OTHERWISE NOTED,
TOWER
TOLERANCES ARE:
BY WESTERN TOWERS ONLY.
SPG
FRACTIONAL:
DWG. NO.
0.1
DIMENSIONS ARE IN INCHES
SHEET SIZE:
B
DECIMAL:
1/8
DEGREE:
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
14 16
NOTES:
SECURE SWING TUBE PRIOR TO CLOSING POE COVER1.
CONNECT LANYARD (NOT SHOWN) TO WELDED CHAIN LINK IN ORDER 2.
TO LOWER TILT TOWER.
ALL SQUARE TUBE STEEL IS 46 KSI YIELD. ALL PIPE STEEL IS 42 KSI YIELD. ALL 3.
PLATE STEEL IS 50 KSI YIELD. BOLTS CONFORM TO ASTM A325, WASHERS
CONFORM TO F436, AND NUTS CONFORM TO A563.
ALL U-BOLTS ARE ASTM A193-B7 MATERIAL.4.
ALL WELDS ARE PER AWS D1.15.
TOWER IS GALVANIZED PER ASTM A123.6.
STEP 2
P.O.E. ENCLOSURE ASSEMBLY
STEP 1
121110
SECTION B-B
SCALE 1 : 8
2X
20 18
2X
SECTION A-A
SCALE 1 : 12
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