1-3017_Rev._2__40__Extra_Heavy_Tilt_.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 technical drawing for a 40' Extra Heavy Tilt tower manufactured by Western Towers, located in San Angelo, Texas. The proprietary drawing provides a comprehensive blueprint for a specialized tower structure, with precise engineering specifications, part details, and assembly instructions. The document is marked as confidential and contains proprietary information that cannot be reproduced without authorization.
The technical drawing specifies a tower with a total shipping weight of 1,737 lbs (galvanized), featuring a base tube of 8" x 8" x 5/16" square tube, a swing tube of 4" x 4" x 1/2" square tube, and an 18" x 18" x 1 1/4" base plate. The tower has specific base reactions including a moment of 65 K-FT, shear of 2.5 KIPS, and axial load of 1.6 KIPS. The design includes multiple components such as locking pins, washers, bolts, and a customer-furnished padlock, with detailed assembly steps and notes referencing TIA 222 Rev. G standard and ASTM material specifications. The drawing was last revised on 4/10/2024, with modifications to items 10 and 11 for a larger pivot.
View the file
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| 1-3005__60__Standard_Heavy_Tilt__Rev._4.pdf | ||
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| 1-3010-2_Rev._1__40__STD_HVY_Tilt_with_Diverter_.pdf | ||
| 1-3016_REV._4__60__Extra_Hvy_Tilt_.pdf | ||
| 1-3318_Rev._2__60__Tilt_Steel_Fnd_Tube_.pdf | ||
| 1-3319_Rev._4.pdf | ||
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| 1-Western_Towers_Warranty.doc | DOC document |
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Text version
DATE: 1
WESTERN TOWERS. FOR USE DIMENSIONS ARE IN INCHES
4/10/2024
TITLE:PROJECTION:
BY:
JB
3017BY WESTERN TOWERS ONLY. FRACTIONAL:
(325) 658 - 6539
UNLESS OTHERWISE NOTED,
40' EXTRA HEAVY TILT
DWG. NO.
SHEET 1 OF 1
B
TOLERANCES ARE: SHEET SIZE:
DECIMAL: 0.1
SCALE: 1:60
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
SCALE 1 : 6
DETAIL A
STEP 2
2X
STEP 3
CUSTOMER
FURNISHED
PADLOCK
ITEM
NO.
PART
NUMBER DESCRIPTION QTY
1 2059 40' EXTRA HVY BASE TUBE WELD 1
2 2060 40' EXTRA HVY SWING TUBE WELD 1
3 2010 P.O.E. COVER (8" SQ. TUBE) 1
4 2009-1 LOCKING PIN (8" SQ. TUBE) 1
5 1060-1 ALUMINUM CAP 1
6 5104-1 1/2" CAGE NUT 1
7 5111-3 1/2" FENDER WASHER 1
8 5110-3 1/2" STAINLESS LOCK WASHER 1
9 5023-3 1/2"-13 UNC X 1 1/2" SS BOLT 1
10 5105-4 2 15/16" ID PLATE WASHER 1
11 5001-10 1/2"-13 UNC X 3 3/4" LONG BOLT 1
12 5106-3 1/2" NYLOCK NUT 1
13 5010-1 1/2"-13UNC ALL-THREAD X 10 1/2" LONG 1
14 5107-3 1/2-13 UNC ANCO NUT 2
15 5500-4 LANYARD (31') 1
16 3017-HK 40' EXTRA HVY HARDWARE KIT 1
PART REFERENCE DESCRIPTION
BASE TUBE 8" X 8" X 5/16" SQ. TUBE X 20'-9 7/16"
SWING TUBE 4" X 4" X 1/2" SQ. TUBE X 34'-9 1/2"
BASE PLATE 18" X 18" X 1 1/4" PLATE
REVISIONS
REV. DESCRIPTION DATE BY
2 UPDATED DRAWING LAYOUT. CHANGED ITEMS 10 & 11
FOR LARGER PIVOT. 4/10/2024 JB
NOTES:
SLIDE MALE PIVOT ON ITEM "2" THROUGH FEMALE 1.
PIVOT ON ITEM "1". PIVOT MUST BE WELL
GREASED.
SECURE SWING TUBE PRIOR TO CLOSING ITEM"3".2.
ITEM "15" NOT SHOWN ON DRAWING. CONNECT 3.
ITEM "15" TO WELDED CHAIN LINKS ON ITEMS "1"
AND "2" IN ORDER TO LOWER TILT.
TOWER DESIGNED TO TIA 222 REV. G STANDARD, 4.
AISC STEEL CONSTRUCTION MANUAL LATEST
EDITION. ALL WELDS ARE PER AWS D1.1. ALL
GALVANIZING IS ASTM A123.
ALL SQ. TUBE STEEL IS 46 KSI, FLANGE PLATE STEEL 5.
IS 50 KSI, AND ALL OTHER STEEL IS 36 KSI OR
GREATER. BOLTS CONFORM TO ASTM A325. NUTS
CONFORM TO A563. FLAT WASHERS CONFORM
TO F436.
ALL U-BOLTS USE ASTM A193-B7 STEEL.6.
BASE REACTIONS
MOMENT: 65 K-FT
SHEAR: 2.5 KIPS
AXIAL: 1.6 KIPS
TOTAL SHIPPING WEIGHT: 1737 LBS w/ GALV.
CONTAINED IN ITEM 16
A
9 8 7 6
STEP 1
File details come from the government source that posted it. Updated .