241101_NEW_SUNSHINE_STEEL_IFB_(2).pdf
PDF 7 MB Posted
- Solicitation number
- 2026-ITB-002
- Issued by
- Quay County, New Mexico
About this file
The document is a comprehensive set of technical engineering drawings and specifications for the New Sunshine Substation project, prepared by T&D Services for the City of Gallup Electric Utilities Department in Gallup, New Mexico. The technical drawings cover multiple structural components including steel layout plans, A-frame structures, distribution bay details, static mast details, bus disconnect switch stands, feeder riser stands, power transformer oil containment structures, access platforms, and various steel support structures. The drawings are dated 10/31/24 and are marked "ISSUED FOR BID - NOT FOR CONSTRUCTION", indicating this is a pre-construction bidding document package for potential steel fabrication and construction contractors.
The technical drawings provide extensive detailed schematics for the New Sunshine Substation, including precise measurements, material specifications, fabrication notes, and bills of materials. Fabrication notes consistently specify hot-dip galvanization after fabrication, steel material standards (ASTM A53), bolt specifications, and welding requirements. The drawings cover multiple structural components with specific attention to steel members, connection details, mounting arrangements, and structural integrity. Each drawing includes a comprehensive bill of materials listing quantities, lengths, weights, and specific material grades, suggesting a meticulously planned electrical infrastructure project with rigorous engineering standards and precise material requirements.
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Text version
ISSUED FOR BID - NOT FOR CONSTRUCTION
10/31/24
FIELD
BOLTS
(TOTAL
QTYS)
Structure Part Part STR
QTY
CON
QTY/
STR
CONNECTION
THICKNESS
(in)
BOLT
SIZE
MIN
BOLT
LENGTH
BOLT
QTY/
CON
TOT
QTY
1/2"Ø X 3/4"
1/2"Ø X 1"
1/2"Ø X 1 1/2"
5/8"Ø X 1 1/2"
5/8"Ø X 1 3/4"
5/8"Ø X 2"
5/8"Ø X 2 1/4"
5/8"Ø X 2 1/2"
5/8"Ø X 2 3/4"
3/4"Ø X 3 1/4"
3/4"Ø X 3 1/2"
7/8"Ø X 2 1/4"
7/8"Ø X 2 1/2"
A1-1
1C-1 - 1CB-1 2 2 0.375 5/8 2 4 16 16
1C-1 - 1S-1 2 4 1.055 5/8 2 2/9 6 48 48
1C-1 - 1CA-1 2 1 19/21 5/8 2 2 4 4
1C-1 - 1CA-2 2 1 0.905 5/8 2 2 4 4
1C-1 - 1S-2 2 4 1.055 5/8 2 2/9 6 48 48
1C-1 - 3T-2 2 4 1.28 5/8 2 4/9 8 64 64
1C-1 - 2WT-1 2 2 1.405 5/8 2 4/7 8 32 32
1C-1 - 2WT-2 2 2 1.405 5/8 2 4/7 8 32 32
1C-1 1S-3 2 4 1.055 5/8 2 2/9 6 48 48
2WT-1 - 2T-1 2 2 1.015 7/8 2 1/2 6 24 24
2WT-2 - 2T-1 2 2 1.015 7/8 2 1/2 6 24 24
1C-1 - 3P-1 2 4 1.03 5/8 2 1/5 20 160 160
1C-1 - 3PK-1 2 2 2 3/4 3 1/3 6 24 24
3PK-1 - 2LB-1 2 2 0.625 1/2 1 4 16 16
3PK-1 - 3SM-1 2 2 1 5/8 2 1/6 6 24 24
SUBTOTAL 568 - 16 - 24 328 64 64 24 48
A15-1
21SM-
1 - 21SM-2 5 1 1 5/8 2 1/6 4 20 20
21SM-
1 - 21BK-1 5 4 0.6875 1/2 1 4 80 80
21SM-
1 - 21P-1 5 ACCOUNTED FOR ABOVE
SUBTOTAL 100 - 80 - - 20 - - - -
Structure Part Part STR
QTY
CON
QTY/
STR
CONNECTION
THICKNESS
(in)
BOLT
SIZE
MIN
BOLT
LENGTH
BOLT
QTY/
CON
TOT
QTY
1/2"Ø X 3/4"
1/2"Ø X 1"
1/2"Ø X 1 1/2"
5/8"Ø X 1 1/2"
5/8"Ø X 1 3/4"
5/8"Ø X 2"
5/8"Ø X 2 1/4"
5/8"Ø X 2 1/2"
5/8"Ø X 2 3/4"
3/4"Ø X 3 1/4"
3/4"Ø X 3 1/2"
7/8"Ø X 2 1/4"
7/8"Ø X 2 1/2"
A10-1
30C-1 - 33B-4 1 2 0.745 5/8 2 4 8 8
30C-1 - 34B-1 1 2 0.745 5/8 2 4 8 8
30C-1 - 34B-2 1 2 0.9 5/8 2 4 8 8
30C-1 - 34B-3 1 2 0.875 5/8 2 6 12 12
31C-1 - 33B-4 1 3 1.245 5/8 2 2/5 4 12 12
31C-1 - 34B-1 1 3 1.245 5/8 2 2/5 4 12 12
31C-1 - 34B-3 1 3 0.875 5/8 2 6 18 18
32C-1 - 33B-1 1 2 0.745 5/8 2 4 8 8
32C-1 - 33B-2 1 2 0.745 5/8 2 4 8 8
32C-1 - 33B-4 1 2 0.745 5/8 2 4 8 8
32C-1 - 34B-1 1 2 0.745 5/8 2 4 8 8
32C-1 - 34B-3 1 2 0.875 5/8 2 6 12 12
30C-2 - 33B-3 1 2 0.745 5/8 2 4 8 8
30C-2 - 34B-1 1 2 0.745 5/8 2 4 8 8
30C-2 - 34B-2 1 2 0.9 5/8 2 4 8 8
30C-2 - 34B-3 1 2 0.875 5/8 2 6 12 12
31C-2 - 33B-3 1 5 1.245 5/8 2 2/5 4 20 20
31C-2 34B-1/4 1 2 1.245 5/8 2 2/5 4 8 8
31C-2 - 34B-1 1 3 1.245 5/8 2 2/5 4 12 12
31C-2 - 34B-3 1 5 0.875 5/8 2 6 30 30
34B-3 - 35P-5 1 14 0.5 1/2 6/7 2 28 28
SUBTOTAL 256 28 - 164 - 64 - - -
Structure Part Part STR
QTY
CON
QTY/
STR
CONNECTION
THICKNESS
(in)
BOLT
SIZE
MIN
BOLT
LENGTH
BOLT
QTY/
CON
TOT
QTY
1/2"Ø X 3/4"
1/2"Ø X 1"
1/2"Ø X 1 1/2"
5/8"Ø X 1 1/2"
5/8"Ø X 1 3/4"
5/8"Ø X 2"
5/8"Ø X 2 1/4"
5/8"Ø X 2 1/2"
5/8"Ø X 2 3/4"
3/4"Ø X 3 1/4"
3/4"Ø X 3 1/2"
7/8"Ø X 2 1/4"
7/8"Ø X 2 1/2"
A7-1 46C-9 - N/A 3 0 0 #N/A 0 0
SUBTOTAL - - - - - - - - -
A13-1
51C-1 - 52CH-1 1 4 0.45 5/8 1 5/8 4 16 16
52CH-1 - 52CH-3 1 2 0.45 5/8 1 5/8 4 8 8
51C-1 - 52CH-2 1 2 0.45 5/8 1 5/8 4 8 8
52CH-2 - 52CH-4 1 1 0.45 5/8 1 5/8 4 4 4
51C-1 - 51B-1 1 1 1 5/8 2 1/6 6 6 6
51B-1 - 51CP-1 1 2 0.5 1/2 6/7 2 4 4
51B-1 - 51BK-1 1 3 0.5 5/8 1 2/3 4 12 12
SUBTOTAL 58 - 4 48 - 6 - - - -
Structure Part Part STR
QTY
CON
QTY/
STR
CONNECTION
THICKNESS
(in)
BOLT
SIZE
MIN
BOLT
LENGTH
BOLT
QTY/
CON
TOT
QTY
1/2"Ø X 3/4"
1/2"Ø X 1"
1/2"Ø X 1 1/2"
5/8"Ø X 1 1/2"
5/8"Ø X 1 3/4"
5/8"Ø X 2"
5/8"Ø X 2 1/4"
5/8"Ø X 2 1/2"
5/8"Ø X 2 3/4"
3/4"Ø X 3 1/4"
3/4"Ø X 3 1/2"
7/8"Ø X 2 1/4"
7/8"Ø X 2 1/2"
A13-2
56C-1 - 57CH-1 2 4 0.45 5/8 1 5/8 4 32 32
57CH-1 - 57CH-3 2 2 0.45 5/8 1 5/8 4 16 16
56C-1 - 57CH-2 2 2 0.45 5/8 1 5/8 4 16 16
57CH-2 - 57CH-4 2 1 0.45 5/8 1 5/8 4 8 8
56C-1 56B-1 2 1 1 5/8 2 1/6 6 12 12
56B-1 56CP-1 2 2 0.5 1/2 6/7 2 8 8
56B-1 - 56BK-1 2 3 0.5 5/8 1 2/3 4 24 24
SUBTOTAL 116 - 8 96 - 12 - - - -
A13-3
61C-1 - 62CH-1 4 4 0.575 5/8 1 3/4 4 64 64
62CH-1 - 62CH-2 4 2 0.575 5/8 1 3/4 4 32 32
61C-1 - 61B-1 4 1 1 5/8 2 1/6 6 24 24
61B-1 - 61CP-1 4 2 0.5 1/2 6/7 2 16 16
61B-1 - 61BK-1 4 3 0.625 5/8 1 4/5 4 48 48
SUBTOTAL 184 - 16 96 48 24 - - - -
A16-1 60GP-1 - N/A 7 0 0 #N/A 0 0
SUBTOTA
L
0 - - - - - - - - -
72CH-1 - 6-7 2 2 0 5/8 1 1/6 2 8 8
72CH-1 - 73-3 2 2 0 5/8 1 1/6 4 16 16
73-3 - 72B-1 2 4 0 5/8 1 1/6 2 16 16
72B-1 - 72C-1 2 4 0 5/8 1 1/6 8 64 64
72CH-2 - 6-7 2 1 0 5/8 1 1/6 2 4 4
73CH-3 - 6-7 2 1 0 5/8 1 1/6 2 4 4
73CH-3 - 73-3 2 1 0 5/8 1 1/6 4 8 8
SUBTOTAL 120 - - - 120 - - - - -
A14-1 77PBF-
1 - N/A 3 0 0 #N/A 0 0
SUBTOTAL 0 - - - - - - - - -
A8-1 81C-1 - 82B-1 1 1 1 5/8 2 1/6 6 6 6
SUBTOTAL 6 - - - - 6 - - - -
TOTAL 1,408 - 152 240 356 396 128 64 24 48
Anchor Setting Schedule
Designation QTY A/B Qty per Foundation
Total Quantity
ANCHOR BOLT
PROJECTION
PIERS
L1-1 8 1 1/2" x 3'-8" GR55 4 32 6.5" L3-1 (P) 2 N/A N/A N/A N/A
L5-1 (P) 6 N/A N/A N/A N/A
L6-1 (P) 6 N/A N/A N/A N/A
L7-1 3 1" X 3'-0" 4 12 5"
L8-1 1 1" X 3'-0" 4 4 5"
L10-1 14 1" X 3'-0" 4 56 5" L12-1 (P) 7 N/A N/A N/A N/A
L13-1 1 1" X 3'-0" 4 4 5"
L13-2 2 1" X 3'-0" 4 5"
L13-3 4 1" X 3'-0" 4 16 5"
L15-1 5 1" X 3'-0" 4 20 6"
L17-1 PENDING PENDING PENDING PENDING PENDING
PADS/MISC
L3-1 2 1" x 2'-0" 4 8 4"
L5-1 1 N/A N/A N/A N/A
L6-1 1 N/A N/A N/A N/A
L12-1 7 3/4" x 10" HILTI HVA 4 28 3"
L14-1 3 N/A N/A N/A N/A
L16-1 7 5/8" x 6" HILTI KWIK 4 28 1 5/8"
L18-1 2 5/8" x 6" HILTI KWIK 4 8 1 5/8"
Total anchors 216
BILL OF MATERIAL
MARK QTY DESCRIPTION
LENGTH
WEIGHT REMARKS
FT. IN.
(2) FOR (1) COLUMN 30C-1
30-1 1 W 8 x 24 18 8 3/4 449.5
35P-1 1 PL 16 x 1 1 4 72.6
35P-2 1 PL 12 x 1/2 1 0 20.4
542.5 (BLACK WGT.)
560.3 (GALV. WGT.)
(2) FOR (1) COLUMN 30C-2
30-1 1 W 8 x 24 18 8 3/4 449.5
35P-1 1 PL 16 x 1 1 4 72.6
35P-2 1 PL 12 x 1/2 1 0 20.4
542.5 (BLACK WGT.)
560.3 (GALV. WGT.)
BILL OF MATERIALS
MARK QTY DESCRIPTION
Length
WGT NOTES
FT. IN.
(3) FOR (1) COLUMN 31C-1
30-1 1 W 8 x 24 18 8 3/4 449.5
35P-1 1 PL 16 x 1 1 4 72.6
35P-2 1 PL 12 x 1/2 1 0 20.4
542.5 (BLACK WGT.)
560.3 (GALV. WGT.)
(5) FOR (1) COLUMN 31C-2
30-1 1 W 8 x 24 18 8 3/4 449.5
35P-1 1 PL 16 x 1 1 4 76.4
35P-2 1 PL 12 x 1/2 1 0 21.5
MARK QTY DESCRIPTION
Length
WGT NOTES
FT. IN.
(2) FOR (1) COLUMN 32C-1
30-1 1 W 8 x 24 18 8 3/4 449.5
35P-1 1 PL 16 x 1 1 4 72.6
35P-2 1 PL 12 x 1/2 1 0 20.4
MARK QTY DESCRIPTION
Length
WGT NOTES
FT. IN.
(1) FOR (1) COLUMN 33B-1
33-1 1 HSS 6 x 6 x 3/16 11 10 3/4 172.8
35P-3 2 PL 12 x 1/2 0 6 1/8 20.9
36C-3 3 C 12 x 20.7 0 2 10.4
204.1 (BLACK WGT.)
210.8 (GALV. WGT.)
(1) FOR (1) COLUMN 33B-2
33-1 1 HSS 6 x 6 x 3/16 11 10 3/4 172.8
35P-3 2 PL 12 x 1/2 0 6 1/8 20.9
36CH-2 6 MC 6 x 12 0 5 30.0
36CH-3 3 C 12 x 20.7 0 2 10.4
234.1 (BLACK WGT.)
241.8 (GALV. WGT.)
(6) FOR (1) COLUMN 33B-3
33-1 1 HSS 6 x 6 x 3/16 11 10 3/4 172.8
35P-3 2 PL 12 x 1/2 0 6 1/8 20.9
36CH-2 3 MC 6 x 12 0 5 15.0
208.7 (BLACK WGT.)
215.5 (GALV. WGT.)
(5) FOR (1) COLUMN 33B-4
33-1 1 HSS 6 x 6 x 3/16 11 10 3/4 172.8
35P-3 2 PL 12 x 1/2 0 6 1/8 20.9
36L-1 6 L 3 x 3 x 1/4 0 6 14.7
208.4 (BLACK WGT.)
215.2 (GALV. WGT.)
MARK QTY DESCRIPTION
Length
WGT NOTES
FT. IN.
(10) FOR (1) COLUMN 34B-1
33-1 1 HSS 6 x 6 x 3/16 11 10 3/4 172.8
35P-3 2 PL 12 x 1/2 0 6 1/8 20.9
36L-1 6 L 3 x 3 x 1/4 0 6 14.7
208.4 (BLACK WGT.)
215.2 (GALV. WGT.)
(2) FOR (1) COLUMN 34B-2
34-1 1 W 6 x 15 14 3 1/16 213.8
35P-6 2 PL 12 x 1/2 0 6 1/8 20.9
234.7 (BLACK WGT.)
242.4 (GALV. WGT.)
(7) FOR (1) COLUMN 34B-3
34-2 1 HSS 6 x 6 x 1/4 16 2 307.5
35P-4 2 PL 4 x 1/4 0 2 1.1
35P-5 2 PL 6 x 1/4 0 6 5.1
36CH-2 6 MC 6 x 12 0 5 30.0
36L-2 4 L 3 x 3 x 3/8 1 0 28.8
372.5 (BLACK WGT.)
384.7 (GALV. WGT.)
(1) FOR (1) COLUMN 34B-4
33-1 1 HSS 6 x 6 x 3/16 11 10 3/4 172.8
35P-3 2 PL 12 x 1/2 0 6 1/8 20.9
36CH-2 1 MC 6 x 12 0 5 5.0
198.7 (BLACK WGT.)
205.2 (GALV. WGT.)
MARK QTY DESCRIPTION
LENGTH
WEIGHT REMARKS
FT. IN.
(2) FOR (1) 711GR-A
71-1 1 SERRATED BAR GRATING - 1 1/2 X 3/16
(10.94 PSF) AREA - 40 9/16 4 11 1/4 182.6
71-2 2 BAR 1 1/2 X 1/8 3 4 9/16 4.3
186.9 (BLACK WGT)
193.0 (GALV WGT)
(10) FOR (1) 711GR-B
71-3 1 SERRATED BAR GRATING - 1 1/2 X 3/16
(10.94 PSF) AREA - 47 11/16 4 11 1/4 214.7
71-4 2 BAR 1 1/2 X 1/8 3 11 11/16 5.1
219.7 (BLACK WGT)
226.9 (GALV WGT)
(4) FOR (1) 712GR-A
71-5 1 SERRATED BAR GRATING - 1 1/2 X 3/16
(10.94 PSF) AREA - 34 5/8 4 2 1/4 132.2
71-6 2 BAR 1 1/2 X 1/8 2 10 5/8 3.7
135.9 (BLACK WGT)
140.3 (GALV WGT)
(12) FOR (1) 712GR-B
71-7 1 SERRATED BAR GRATING - 1 1/2 X 3/16
(10.94 PSF) AREA - 47 11/16 4 2 1/4 182.1
71-8 2 BAR 1 1/2 X 1/8 3 11 11/16 5.1
187.1 (BLACK WGT)
193.3 (GALV WGT)
(4) FOR (1) 713GR-A
71-9 1 SERRATED BAR GRATING - 1 1/2 X 3/16
(10.94 PSF) AREA - 34 5/8 3 5 1/4 108.5
71-10 2 BAR 1 1/2 X 1/8 2 10 5/8 3.7
112.2 (BLACK WGT)
115.9 (GALV WGT)
(12) FOR (1) 713GR-B
71-11 1 SERRATED BAR GRATING - 1 1/2 X 3/16
(10.94 PSF) AREA - 47 11/16 3 5 1/4 149.4
71-12 2 BAR 1 1/2 X 1/8 3 11 11/16 5.1
154.5 (BLACK WGT)
159.6 (GALV WGT)
(2) FOR (1) 714GR-A
71-13 1 SERRATED BAR GRATING - 1 1/2 X 3/16
(10.94 PSF) AREA - 46 1/2 6 4 3/4 271.1
71-14 2 BAR 1 1/2 X 1/8 3 10 1/2 4.9
276.1 (BLACK WGT)
285.1 (GALV WGT)
(8) FOR (1) 714GR-B
71-15 1 SERRATED BAR GRATING - 1 1/2 X 3/16
(10.94 PSF) AREA - 47 11/16 6 4 3/4 278.1
71-16 2 BAR 1 1/2 X 1/8 3 11 11/16 5.1
283.1 (BLACK WGT)
292.4 (GALV WGT)
TOTAL 10480.3 (BLACK WGT)
10824.3 (GALV WGT)
MISC MATERIAL (TOTAL QUANTITIES)
230 G-CLIPS (INCLUDES 14 SPARES)
MARK QTY DESCRIPTION
LENGTH
WEIGHT REMARKS
FT. IN.
(8) FOR (1) COLLUMN 72C-1
73-1 1 W6 X 15 1 5 3/4 22.2
73-2 1 PL 1/2 X 12 1 0 20.4
73-3 2 L5 X 3 X 1/4 0 5 1/2 6.4
4 5/8"Ø X 2" BOLTS (SHOP BOLTS)
4 5/8"Ø X FLAT WASHERS
4 5/8"Ø X H.H. NUTS
49.0 (BLACK WGT)
50.6 (GALV WGT)
(4) FOR (1) BEAM 72B-1
73-4 1 W6 X 15 14 11 223.8
73-5 4 L3 X 3 X 1/4 0 4 1/2 7.4
4 5/8"Ø X 2" BOLTS (SHOP BOLTS)
4 5/8"Ø X FLAT WASHERS
4 5/8"Ø X H.H. NUTS
231.1 (BLACK WGT)
238.7 (GALV WGT)
(4) FOR (1) CHANNEL 72CH-1
73-6 1 MC6 X 12 7 5 1/2 89.5
73-5 1 L3 X3 X 1/4 0 4 1/2 1.8
2 5/8"Ø X 2" BOLTS (SHOP BOLTS)
2 5/8"Ø X FLAT WASHERS
2 5/8"Ø X H.H. NUTS
91.3 (BLACK WGT)
94.3 (GALV WGT)
(2) FOR (1) CHANNEL 72CH-2
73-7 1 MC6 X 12 5 5 1/2 65.5
73-5 1 L3 X3 X 1/4 0 4 1/2 1.8
2 5/8"Ø X 2" BOLTS (SHOP BOLTS)
2 5/8"Ø X FLAT WASHERS
2 5/8"Ø X H.H. NUTS
67.3 (BLACK WGT)
69.5 (GALV WGT)
(2) FOR (1) CHANNEL 72CH-3
73-8 1 MC6 X 12 8 11 1/2 107.5
73-5 1 L3 X3 X 1/4 0 4 1/2 1.8
2 5/8"Ø X 2" BOLTS (SHOP BOLTS)
2 5/8"Ø X FLAT WASHERS
2 5/8"Ø X H.H. NUTS
109.3 (BLACK WGT)
112.9 (GALV WGT)
MISC. MATERIAL (TOTAL QUANTITY)
72A-1 2 L3X3X1/4 7 3 1/2 71.5
72A-2 2 L3X3X1/4 6 11 67.8
72A-3 4 L3X3X1/4 14 3 1/2 280.1
72A-4 6 L3X3X1/4 14 8 431.2
72A-5 2 L3X3X1/4 9 0 88.2
72A-6 2 L3X3X1/4 19 8 192.7
1131.5 (BLACK WGT)
1168.6 (GALV WGT)
TOTAL 3166.5 (BLACK WGT)
3270.4 (GALV WGT)
FIELD ASSEMBLY BOLTS
56 5/8"Ø X 2" BOLTS
56 5/8"Ø X FLAT WASHERS
56 5/8"Ø X H.H. NUTS
210 5/8" X 6" HILTI KWIK BOLT 3 ANCHORS
(INCL. 20 SPARES)
MARK QTY DESCRIPTION
LENGTH
WEIGHT REMARKS
FT. IN.
(3) FOR (1) LEFT DOOR FRAME 76LDF-1
76-1 1 PL 49 1/8 x 1/8 (CHECKER PLATE) 4 10 121.9
76-2 1 L 2 x 2 x 1/4 2 8 5/8 11 (WELD)
76-3 1 L 2 x 2 x 1/4 2 8 5/8 11 (WELD)
76-4 1 L 2 x 2 x 1/4 2 8.125 10.6 (WELD)
76-5 2 L 2 x 2 x 1/4 3 8 23.4 (WELD)
76-6 1 BY McMASTER-CARR
PIANO HINGE (WELD)
ITEM #15665A526
76-7 2 BY McMASTER-CARR
HEAVY DUTY PADLOCK HASPS (WELD)
ITEM #1543A44
76-8 2 5/8" ø ROD (BEND & THREAD) 1 5 3.0
W/ (2) H.H. NUTS & (2) F.W. EA.
180.9 (BLACK WGT.)
(3) FOR (1) RIGHT DOOR FRAME 76RDF-1
76-9 1 PL 41 1/8 x 1/8 (CHECKER PLATE) 4 10 121.9
76-2 1 L 2 x 2 x 1/4 2 8 5/8 11 (WELD)
76-3 1 L 2 x 2 x 1/4 2 8 5/8 11 (WELD)
76-4 1 L 2 x 2 x 1/4 2 8 1/8 10.6 (WELD)
76-5 2 L 2 x 2 x 1/4 3 8 23.4 (WELD)
76-6 1 BY McMASTER-CARR
PIANO HINGE (WELD)
ITEM #15665A526
76-8 2 5/8" ø ROD (BEND & THREAD) 1 5 3.0
W/ (2) H.H. NUTS & (2) F.W. EA.
76-10 1 PL 2 x 1/4 3 8 6 (WELD)
186.9 (BLACK WGT.)
MARK QTY DESCRIPTION
LENGTH
WEIGHT REMARKS
FT. IN.
(3) FOR (1) PULL BOX FRAME 77PBF-1
77-1 1 L3 X 3 X 1/4 7 5/8 112.1
77-2 1 L3 X 3 X 1/4 5 5/8 24.8 (WELD)
77-3 1 L3 X 3 X 1/4 7 5/8 112.1 (WELD)
77-4 1 L3 X 3 X 1/4 5 5/8 24.8 (WELD)
77-5 2 C4 X 5.4 0 2 1.8 (WELD)
77-6 2 BY McMASTER-CARR
HEAVY DUTY PADLOCK HASPS
ITEM # 1543A44
FIELD BOLTS
12 1/4"Ø BLUE-TIP SCREW-BOLTS 0 3
COUNTERSUNK
275.6 (BLACK)
MARK QTY DESCRIPTION
LENGTH
WEIGHT REMARKS
FT. IN.
(1) FOR (1) COLUMN 81C-1
81-1 1 HSS8X8X1/4 18 6 3/4 479.3
81-2 1 PL 1 X 16 1 4 72.6
81-3 1 PL 1/2 X 14 1 5 1/2" 36.5
81-4 4 C4 X 5.4 0 2 3.6
81-5 4 C 3 X 5 0 6 1/4 13.0
81-6 2 C 6 X 8.2 0 6 8.2
81-7 2 C 6 X 8.2 0 10 13.7
626.9 (BLACK WGT)
647.5 (GALV WGT)
MARK QTY DESCRIPTION
Length
WGT NOTES
FT. IN.
(1) FOR (1) BEAM 82B-1
82-1 1 HSS8X6X1/4 9 5 13/16 212.6
82-2 2 L4X3X1/2 1 2 26.0
82-3 3 1/2 HSS6X6X3/8 0 5 1/2 18.9
82-4 2 PL 5 3/4 X 1/8 0 7 3/4 7.8
265.3 (BLACK WGT)
274.0 (GALV WGT)
MARK QTY DESCRIPTION
LENGTH
WEIGHT REMARKS
FT. IN.
(2) FOR (1) PLATFORM 85PF-1
85-1 2 BAR 2 X 1/4 4 11 1/2 16.9
85-2 2 BAR 2 X 1/4 8 0 27.2
85-3 6 L 4 X 3 X 1/4 0 3 8.7
85-4 1 1 1/2 X 3/16 STD. BAR GRATING
AREA - 35 13/16 X 8 0 261.2
314.0 (BLACK WGT)
324.3 (GALV WGT)
File details come from the government source that posted it. Updated .