T1 Transformer Support Drawings.pdf
PDF 499 KB Posted
- Attached to
- Dworshak Transformer Disconnect Supports Federal contract opportunity
- Solicitation number
- W912EF24Q0022
About this file
This document contains engineering drawings for the Disconnect Support Replacement Powerhouse T1 Transformer project at the Dworshak Dam and Reservoir in Idaho and Washington. The drawings detail the fabrication and assembly of various structural components, including a bottom assembly, upper assembly, brace assembly, lightning arrestor assembly, and jack assembly, required to replace the existing transformer disconnect supports. The total estimated weight of the assembled components is 3,108.31 lbs. The project is being solicited by the U.S. Army Corps of Engineers, Walla Walla District under Solicitation Number W912EF24Q0022. The solicitation seeks proposals for the fabrication and installation of the new disconnect support system. No additional details on the procurement, such as set-asides, pricing terms, or award dates, are provided in the document.
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| File | Type | Posted |
|---|---|---|
| W912EF24Q0022 Amendment 0001.pdf | ||
| W912EF24Q0022.pdf |
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Text version
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US Army Corps of Engineers
B2
SCALE:
DISCONNECT SUPPORT ASSEMBLY
N.T.S.
BOTTOM ASSEMBLY PER S-501
UPPER ASSEMBLY PER S-502
BRACE ASSEMBLY PER S-503
LIGHTNING ARRESTOR ASSEMBLY PER S-504
JACK ASSEMBLY PER S-505
(2) EXISTING LIGHTNING ARRESTOR ASSEMBLY
NOTE: (3) TOTAL DISCONNECT SUPPORT ASSEMBLIES REQUIRED. NOTE: (1) JACK ASSEMBLY REQUIRED. THE LIGHTNING ARRESTOR ASSEMBLIES WILL BE
UTILIZED FROM EXISTING ONES OR THE (3) NEW ONES BEING FABRICATED
B9
SCALE:
TEMPORARY JACKING ASSEMBLY
N.T.S.
CONNECTION HARDWARE
QTY DESCRIPTION MATERIAL ASTM
66 GALVANIZED WASHER FOR 3/4" ø BOLT STEEL ASTM F436
66 GALVANIZED NUT FOR 3/4" ø BOLT STEEL ASTM A563
60 GALVANIZED 3/4" ø A325 BOLT X 4" LG STEEL ASTM F3125
6 GALVANIZED 3/4" ø A325 BOLT X 9" LG STEEL ASTM F3125
6 GALVANIZED WASHER FOR 7/8" ø BOLT STEEL ASTM F436
6 GALVANIZED NUT FOR 7/8" ø BOLT STEEL ASTM A563
6 GALVANIZED 7/8" ø A325 BOLT X 9" LG STEEL ASTM F3125
9 GALVANIZED WASHER FOR 1" ø BOLT STEEL ASTM F436
9 GALVANIZED NUT FOR 1" ø BOLT STEEL ASTM A563
9 GALVANIZED 1" ø A325 BOLT X 4" LG STEEL ASTM F3125
12 ZINC-PLATED 3/4" ø X 4-3/4" LG EXPANSION ANCHOR STEEL N/A
12 ZINC-PLATED 3/4" ø X 12" LG EXPANSION ANCHOR STEEL N/A
1. WEEP HOLES NOTED ON DRAWING SHALL BE 1" n IN COLUMNS AND 1/2"n IN
OTHER MEMBERS FOR H.D.G.. WEEP HOLES SPECIFIED IN THE DRAWINGS ARE TO
ALLOW FOR DRAINAGE OF THE HSS MEMBERS DURING USE, NOT FOR H.D.
PRESSURE AND NEED TO BE LOCATED AT LOW POINTS TO ALLOW FOR DRAINAGE.
2. ANY ADDITIONAL HOLES REQUIRED BY THE HOT DIP GALVANIZER MUST BE
PLUGGED PER THE SPECIFICATION. HOLES FOR H.D. DO NOT NEED TO BE
LOCATED NEAR THE LOW POINTS.
ABBREVIATIONS:
EA - EACH
H.D. - HOT DIP
H.D.G. - HOT DIP GALVANIZED
N.T.S. - NOT TO SCALE
TYP - TYPICAL
W.H. - WEEP HOLES
GENERAL NOTES
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S-101
TOP
SIDE
PARTS LIST
SHEET
WEIGHT
(LBS)
ASTMMATERIALDESCRIPTIONQTYITEM
63.78ASTM A572SteelSPLICE PLATE11
28.53ASTM A500SteelBRACE - HSS 6X6X1/422
441.44ASTM A500SteelCOLUMN - HSS 6X6X1/423
57.14ASTM A572SteelBOTTOM PLATE14
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US Army Corps of Engineers
F7
SCALE:
SPLICE PLATE
3" = 1'-0"
A7
SCALE:
BOTTOM PLATE
3" = 1'-0" n1"TYP (6) PLACES
A14
SCALE:
BRACE - HSS 6X6X1/4
3" = 1'-0"
HSS 6X6X1/4
1/4" n13/16"TYP (8) PLACES
3/16
3/16
TYP
TYP
3/16
TYP
2'-0"
0 1' 2' 3' 0 3" 6" 9"
12"
0 3" 6" 9" 12"
0 3" 6" 9"
12"
A1
SCALE:
BOTTOM ASSEMBLY
3/4" = 1'-0"
HSS6X6X1/4, TYP
CONNECTS TO UPPER ASSEMBLY.
CONNECTION TO USE (8) 3/4"n A325
GALVANIZED BOLTS AND HARDWARE
0'-0"
1 1/2"
6 1/2"
8"
0 3/4"
0'-0"
EXISTING BOLTS / NUTS / WASHERS
TO BE RE-USED AT THIS LOCATION.
1. ALL ITEMS TO BE GALVANIZED AFTER FABRICATION.
2. FABRICATOR SHALL LOCATE AND DRILL 1/2" HOLES
IN TUBES FOR DRAINAGE DURING GALVANIZING. SEE NOTES ON S-101
FOR ADDITIONAL INFORMATION.
L11
L6
SCALE:
BOTTOM PLATE LAYOUT
1-1/2" = 1'-0"
L11
SCALE:
SPLICE PLATE LAYOUT
1-1/2" = 1'-0"
L6
Total Assembly Weight: 1060.86lb
0'-0"
1 1/2"
6 1/2"
8"
0'-0"
4"
6 1/2"
8"
0'-0"
1 1/2"
4"
6 1/2"
8"
0'-0"
6"
W.H. EA SIDE OF COL
W.H. EA SIDE OF COL
W.H.
W.H.
W.H.
W.H.
0 6" 1' 2'
B O
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A I L
S
S-501
WEIGHT
(LBS)
ASTMMATERIALDESCRIPTIONQTYITEM
63.78ASTM A572SteelSPLICE PLATE15
17.43ASTM A572SteelSUPPORT PLATE26
28.53ASTM A500SteelBRACE - HSS 6X6X1/427
24.45ASTM A572SteelBRACE BASE PLATE28
141.07ASTM A500SteelCOLUMN - HSS6X6X1/429
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US Army Corps of Engineers
2'-0"
A14
SCALE:
SUPPORT PLATE
3" = 1'-0"
J14
SCALE:
BRACE BASE PLATE
3" = 1'-0" n13/16"TYP, (4) PLACES n1"
A1
SCALE:
UPPER ASSEMBLY
1-1/2" = 1'-0"
0 6" 1' 2'
0 3" 6" 9"
12"
0 3" 6" 9"
12"
3/16
TYP
3/16
3/16
TYP
TYP
E14
SCALE:
SPLICE PLATE
3" = 1'-0" 0 3" 6" 9" 12" n13/16"TYP, (8) PLACES
CONNECTS TO BOTTOM ASSEMBLY
CONNECTION TO USE (8) 3/4"n A325
GALVANIZED BOLTS AND HARDWARE
CONNECTS TO BRACE ASSEMBLY
CONNECTION TO USE (4) 3/4"n A325
GALVANIZED BOLTS AND HARDWARE
CONNECTS TO EXISTING HORIZONTAL STRUCTURE
CONNECTION TO USE (1) 7/8"n A325
GALVANIZED BOLTS AND HARDWARE
3/16
(3/16)
PJP
CONNECTS TO BRACE ASSEMBLY
CONNECTION TO USE (4) 3/4"n A325
GALVANIZED BOLTS AND HARDWARE
Total Assembly Weight: 486.74lb
9"
0'-0"
1 1/2"
7 1/2"
0 3/4"
0'-0"
0'-0"
1 1/2"
6 1/2"
8"
0'-0"
0 3/4"
0'-0"
3 1/4"
6 1/2"
0'-0"
0 1/2"
3 1/4"
6 1/2"
0'-0"
4 1/2"
9"
0'-0"
3 1/4"
6 1/2"
C8
L8
G8
C8
CONNECTION TO SPLICE PLATE
1-1/2" = 1'-0"
0'-0"
1 1/2"
4"
6 1/2"
8"
G8
SCALE:
CONNECTION TO BRACE BASE PLATE
1-1/2" = 1'-0"
L8
SCALE:
CONNECTION TO SUPPORT PLATE
1-1/2" = 1'-0"
W.H. EA SIDE OF COL
W.H. EA SIDE OF COL
W.H.
W.H.
W.H. W.H.
0 6" 1' 2'
1. ALL ITEMS TO BE GALVANIZED AFTER FABRICATION.
2. FABRICATOR SHALL LOCATE AND DRILL 1/2" HOLES
IN TUBES FOR DRAINAGE DURING GALVANIZING. SEE NOTES ON S-101
FOR ADDITIONAL INFORMATION.
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B L
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S-502
3/16
3/16
TYP
TYP
3/16
TYP
6 1/8"
WEIGHT
(LBS)
ASTMMATERIALDESCRIPTIONQTYITEM
121.26ASTM A500SteelHORIZONTAL BRACE110
112.22ASTM A572SteelLIGHTNING ARRESTOR
SUPPORT PLATE
53.79ASTM A500SteelARRESTOR SUPPORT TUBE212
24.45ASTM A572SteelBRACE BASE PLATE213
151.4ASTM A500SteelANGLED BRACE114
5ASTM A572SteelBOLT PLATE215
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US Army Corps of Engineers
10"
OVERLAP
43°
A1
SCALE:
BRACE SUPPORT
1-1/2" = 1'-0"
H8
SCALE:
BRACE BASE PLATE
3" = 1'-0"
A13
SCALE:
ARRESTOR SUPPORT TUBES
3" = 1'-0"
F13
SCALE:
LIGHTNING ARRESTOR SUPPORT PLATE
3" = 1'-0" n13/16" (4) PLACES n13/16" THRU
R3"
R3"
3"
2'-0" n1 5/8" (3) PLACES
3"
3"
6'-5 1/4"
E8
SCALE:
BOLT PLATE
3" = 1'-0" n13/16"
8'-5 1/4"
TYP
3/16
TYP
3/16
TYP
3/16
TYP
3/16
TYP
3/16
TYP
3/16
TYP
3/16
TYP
CONNECTS TO UPPER ASSEMBLY (2) PLACES
EACH CONNECTION TO USE (4) 3/4"n A325
GALVANIZED BOLTS AND HARDWARE
CONNECTS TO LIGHTNING ARRESTOR ASSEMBLY
CONNECTION TO USE (2) 3/4"n A325
GALVANIZED BOLTS AND HARDWARE
0 6" 1' 2'
0 3" 6" 9"
12"
0 3" 6" 9"
12"
0 3" 6" 9" 12"
0 3" 6" 9"
12"
3/16
TYP
Total Assembly Weight: 551.36lb
J5
F6
J5
PLATE TO ANGLED BRACE
1-1/2" = 1'-0"
0'-0"
3"
6"
0'-0"
0 1/2"
0'-0"
1 1/2"
7 1/2"
9"
0'-0"
0 3/4"
0'-0"
1 1/2"
4 1/2"
7 1/2"
9"
0'-0"
1 1/2"
4 1/2"
7 1/2"
9"
F6
SCALE:
PLATE TO HORIZONTAL BRACE
1-1/2" = 1'-0"
0 6" 1' 2'
0 6" 1' 2'
0'-0"
6"
0'-0"
3"
6"
W.H.
W.H.
W.H.
W.H.
CAP PL 1/4" TYP (5) PLACES
1. ALL ITEMS TO BE GALVANIZED AFTER FABRICATION.
2. FABRICATOR SHALL LOCATE AND DRILL 1/2" HOLES
IN TUBES FOR DRAINAGE DURING GALVANIZING. SEE NOTES ON S-101
FOR ADDITIONAL INFORMATION.
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S-503
6'-4 1/2"
6'-2 1/4"
WEIGHT
(LBS)
ASTMMATERIALDESCRIPTIONQTYITEM
68.89ASTM A572SteelBOTTOM PLATE116
462.44ASTM A500SteelCOLUMN - HSS6X6X1/4217
39.98ASTM A572SteelTOP PLATE118
22.19ASTM A500SteelSTIFFENER - HSS6X6X1/4319
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US Army Corps of Engineers
A2
SCALE:
LIGHTNING ARRESTOR SUPPORT
3/4" = 1'-0"
A8
SCALE:
BOTTOM PLATE
3" = 1'-0" n13/16"(2) PLACES
F8
SCALE:
STIFFENER - HSS6X6X1/4
3" = 1'-0"
J8
SCALE:
TOP PLATE
3" = 1'-0" n1" TYP (5) PLACES
H
U
M
E N
S I O
N
0 1' 2' 3'
CONNECTS TO BRACE ASSEMBLY
CONNECTION TO USE (2) 3/4"n A325
GALVANIZED BOLTS AND HARDWARE
0 3" 6" 9"
12"
0 3" 6" 9" 12"
0 3" 6" 9"
12"
HSS6X6X1/4, TYP
1/4"
HSS6X6X1/4, TYP
CONNECTS TO GROUND
CONNECTION TO USE EXISTING HARDWARE AT PERMANENT LOCATION
AT TEMPORARY LOCATION PROVIDE (2) 3/4"n X 4-3/4" LG EXPANSION ANCHORS
TO SECURE SUPPORT TO CONCRETE.
(McMASTER-CARR #91578A216) OR EQUIVALENT. (12) TOTAL ANCHORS
Total Assembly Weight: 1,078.13 lb
A17
F17
0'-0"
3 1/2"
7"
0'-0"
0 3/4"
0'-0"
2"
5"
8"
10"
0'-0"
0 3/4"
0'-0"
2"
5"
8"
10"
0'-0"
3 1/2"
7"
F17
SCALE:
TOP PLATE
1-1/2" = 1'-0"
A17
SCALE:
BOTTOM PLATE
1-1/2" = 1'-0"
0'-0"
6"
W.H. EA SIDE OF COL
W.H. EA SIDE OF COL
W.H.
W.H.
W.H.
W.H.
W.H.
1. ALL ITEMS TO BE GALVANIZED AFTER FABRICATION.
2. FABRICATOR SHALL LOCATE AND DRILL 1/2" HOLES
IN TUBES FOR DRAINAGE DURING GALVANIZING. SEE NOTES ON S-101
FOR ADDITIONAL INFORMATION.
L I G
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3/16
3/16
TYP
TYP
3/16
TYP
WEIGHT
(LBS)
ASTMMATERIALDESCRIPTIONQTYITEM
8.75ASTM A572STEELSTIFFENER PLATE420
145.71ASTM A992STEELW12X65121
123.67ASTM A500STEELHSS 8X4X3/8222
55.13ASTM A992STEELW12X22123
N/AN/ASTEEL12 TON SCREW JACK124
B
C
D
E
F
G
H
SHEET ID
D A
T E
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
1 2 3 4
J
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C O
N T
R A
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
P
N
M
L
K
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
L
E
N
O
S
C O
N N
E C
T
S
U P
P O
P
L A
C E
M E
N T
P O
W E
R H
O U
T
R A
N S
F O
R M
E R
N O
R T
H
F
O R
K
C
L E
A R
W A
T E
R
R
I V
E R
I D
A H
O
D W
O R
S H
S
E R
V O
I R
A N
S I
D
W A
L L
A
W
A L
L A
W
A S
H I N
G T
O N
E
W A
L L
A
W
A L
S
T R
I C
T
B
M
E A
C H
A M
B
M
E A
C H
A M
US Army Corps of Engineers
5" 5"
3/16
TYP
3/16
TYP
3/16
3/16
TYP
n13/16" n13/16"
A13
SCALE:
STIFFENER PLATE
6" = 1'-0"
G13
SCALE:
SCREW JACK
N.T.S.
n4 3/4"
A1
SCALE:
JACK ASSEMBLY
3" = 1'-0"
1'-8"
0 3" 6" 9"
12" 0 1" 2" 3" 4"
CONNECTS TO LIGHTNING ARRESTOR ASSEMBLY
CONNECTION TO USE (4) 3/4"n A325
GALVANIZED BOLTS AND HARDWARE
THESE BOLTS WILL BE SHORTER THAN THE TYPICAL CONNECTION BOLTS.
Total Assembly Weight: 483.18lb
0'-0"
1 1/2"
9 3/8"
10 7/8"
12 TON SCREW JACK
6 5/32" 6 5/32"
R
E T
R A
C T
E D
E
X T
E N
D E
J
S
E M
B L
Y
D
E T
A I L
S
S-505
File details come from the government source that posted it. Updated .