1-3016_REV._4__60__Extra_Hvy_Tilt_.pdf
PDF 110 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 schematic for a 60' Extra Heavy Tilt Tower manufactured by Western Towers, located at 320 W. 26th Street in San Angelo, Texas. The document is a proprietary engineering drawing (Drawing No. 3016) with two sheets showing comprehensive assembly instructions, parts list, dimensional specifications, and assembly steps for a specialized communication tower structure.
The tower is designed with specific technical specifications, including a total height of 64'-9" (with +/- actual tolerances), constructed from square and rectangular steel tubing with varying wall thicknesses. The components include a base tube, swing tubes, antenna pipe, and point of entry (P.O.E.) cover, with an estimated shipping weight of 4,763 pounds. The drawing provides detailed assembly instructions, notes on material specifications (such as steel yield strengths), welding requirements, and galvanization standards. The design incorporates specific hardware like bolts, washers, and a locking mechanism, with particular attention to pivot connections requiring anti-seize compound application and thread locking techniques.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 1-3005__60__Standard_Heavy_Tilt__Rev._4.pdf | ||
| Signature__4___1___002_.pdf | ||
| 075-26_spec__002_BID_DOC..pdf | ||
| 1-3016-LC3_Rev._1.pdf | ||
| 1-3017_Rev._2__40__Extra_Heavy_Tilt_.pdf | ||
| 1-075-26_pricing.xlsx | XLSX spreadsheet | |
| 1-3319-1V1.pdf | ||
| 1-3376__10__Reinforced_Helical_.pdf | ||
| 1-3010-2_Rev._1__40__STD_HVY_Tilt_with_Diverter_.pdf | ||
| 1-3318_Rev._2__60__Tilt_Steel_Fnd_Tube_.pdf | ||
| 1-3319_Rev._4.pdf | ||
| 1-3332_Rev._1.pdf | ||
| 1-Signed_Affirmation_and_Disclosure_Form.pdf | ||
| 1-Western_Towers_Warranty.doc | DOC document |
Show all 14
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
0"
3'-6 1/2"
33'- 3/16"
42'-2 5/16"
62'-2 5/16"
64'-9 5/16"
(325) 658 - 6539
SHEET 1 OF 2 1
PROJECTION:
TITLE:
60' EXTRA HEAVY TILT
TOLERANCES ARE:
SCALE: 1:35 BY:
UNLESS OTHERWISE NOTED,
WESTERN TOWERS. FOR USE
10/3/2024
TOWER (64'-9" +/- ACTUAL)
DATE:
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
20 719
USE THREADLOCKER
LOCTITE RED OR EQUIVALENT.
NOTE: THIS IS SEMI-PERMANENT
THREAD LOCKING. TORCH
REQUIRED FOR REMOVAL ONCE
CURED.
ITEM NO. PART NUMBER DESCRIPTION QTY
1 2055 60' XH BASE TUBE WELDMENT 1
2 2057 60' XHY SWING TUBE BOTTOM WELDMENT 1
3 2058 60' XHY SWING TUBE TOP WELDMENT 1
4 2056 P.O.E. COVER (10" SQ. TUBE) 1
5 2008 ANTENNA PIPE WELDMENT 1
6 2009-5 LOCKING PIN (10" SQ. TUBE) 1
7 2215-4 INTERNAL DIVERTER WELDMENT 2 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 5111-3 1/2" FENDER WASHER 1
12 5102-3 1/2" FLAT WASHER 1
13 5103-3 1/2" LOCK WASHER 1
14 5001-1 1/2"-13UNC A325 BOLT X 1 1/2" LONG 1
15 5005-8 1"-8 UNC BOLT x 4 1/4" Long 4
16 5103-7 1" LOCK WASHER 4
17 5101-7 1" HEX NUT 4
18 1326 BT TOP PLATE FOR 10" SQ. TUBE 1
19 5025-1 3/8" J-BOLT X 3 3/4" LONG 2
20 5103-2 3/8" GALV. SPLIT LOCK WASHER 4
21 5101-2 3/8"-16 UNC HEX NUT 4
22 5011-1 3/8"-16 UNC U-BOLT X 2 1/2" 1
23 5005-2 1"-8 UNC X 2 3/4" LONG BOLT 2
24 5500-6 LANYARD (51') 1
25 3016-HK 60' EXTRA HVY HARDWARE KIT 1
ESTIMATED SHIPPING WEIGHT: 4763 LBS
REVISIONS
REV. DESCRIPTION DATE BY
4 REMOVED LOCK WASHER AND ADDED LOCTITE NOTE 10/30/2024 SPG
PART REFERENCE DESCRIPTION
BASE TUBE 10" SQ. TUBE - 1/2" X 33'-4 13/16"
SWING TUBE TOP 6" SQ. TUBE - 1/2" X 19'-11 3/8"
SWING TUBE BTM 6" SQ. TUBE - 1/2" X 38'-11 3/8"
SPLICE PLATES PL 1 1/4" X 13" SQUARE
BASE PLATE PL 1 3/4" X 18" SQUARE
PLACE PIVOT ON SWING TUBE INTO BASE TUBE
CRADLE. PIVOT MUST BE WELL GREASED.
PLACE INTERNAL DIVERTER WELDMENT 2 OVER
PIVOT AND BOLT THROUGH TAPPED HOLES
APPLY MOLY-LIT ANTI-SEIZE COMPOUND
(GRAINGER P/N: 23YA62) AND MARINE
GRADE ANTI-SEIZE (GRAINGER P/N: 23YC76)
OR EQUIVALENT TO THE PIVOT CONNECTION.
A
A
B
B
0"
3'-6 1/2"
33'- 3/16"
42'-2 5/16"
62'-2 5/16"
64'-9 5/16"
SCALE 1 : 12
SECTION A-A
2X2X
SECTION B-B
SCALE 1 : 8
15 17
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.
WESTERN TOWERS. FOR USE
BY:
SPG
TOLERANCES ARE:
60' EXTRA HEAVY TILT
SHEET 2 OF 2SCALE: 1:35
DWG. NO.
B
TOWER (64'-9" +/- ACTUAL)
BY WESTERN TOWERS ONLY.
(325) 658 - 6539
PROJECTION:
FRACTIONAL:
TITLE:
10/3/2024
UNLESS OTHERWISE NOTED,
DATE:DEGREE:
SHEET SIZE:
0.1
DIMENSIONS ARE IN INCHES
DECIMAL:
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
STEP 3
CUSTOMER
PROVIDED
PADLOCK
STEP 1
1413121110
STEP 2
P.O.E. ENCLOSURE ASSEMBLY
8 9
File details come from the government source that posted it. Updated .