STAFAC2-41-907 REV -.pdf
PDF 135 KB Posted
- Attached to
- RFQQ 1230896 – IBN & TTM Frame Fabrication
- Solicitation number
- 1230896 KLE
- Issued by
- Washington
About this file
This file comprises technical engineering drawings and specifications developed by the Applied Physics Laboratory at the University of Washington for fabrication of structural frame components related to the STAFAC 2 project. The University of Washington is soliciting qualified firms to design, fabricate, test, finish, and deliver 14 structural frames consisting of 12 IBN (Inline Breakout) units and 2 TTM (Tactical Towed Module) units. The deliverable includes one TUC IBN Base Plate (STAFAC2-41-864), two TUC TTM Lower Frames (STAFAC2-41-908), six TUC IBN Outboard Side Load Supports (STAFAC2-41-890), four TUC IBN Inboard Side Load Supports (STAFAC2-41-891), and two 12-pound Harbor Anodes zinc weld-on components. All components are fabricated from ASTM A36 steel. The delivery date is no later than December 15, 2026, with earlier delivery acceptable.
The technical specifications require all weldments to be thermoplastic powder coated in safety yellow after welding, with all welds performed in compliance with AWS D1.1.2 standards and fabricated facility applicable WPSs by personnel holding current applicable PQRs. Indicated welds must undergo radiographic testing per ASTM E1742, with examination reports provided with each completed weldment. Surface finish specifications require 125 micro RA, machined fillets at R.015 maximum, and removal of all burrs with edges broken at .015 maximum. Dimensional tolerances are .030/.020/.005 for single/double/triple decimal places respectively. The drawings specify third-angle projection per ASME Y14.100 with geometric tolerancing per ASME Y14.5. All component weights and scales are documented, with the completed weldment assembly weighing 1,236 pounds and delivered with itemized invoices for all materials.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFQQ Notice 1230896.pdf | ||
| STAFAC2-41-863 REV -.pdf | ||
| RFQQ 1230896 IBN and TTN Frames.pdf | ||
| STAFAC2-41-975 REV -.pdf | ||
| IBN Frame Drawings Table 2026-06-15.xlsx | XLSX spreadsheet | |
| STAFAC2-41-872 REV -.pdf | ||
| STAFAC2-41-867 REV A.pdf | ||
| UW_WSS_Bidder_Guide.pdf |
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Text version
1/4 1/4
6X
20.00
.25
8.38 15.38 15.38
.25
.50
8.38
21.000±.010
.50
42.00
48.00
MASK 20X 1/2-13
FROM COATING
MASK 2X
FROM COATING
.18
.18
4X AROUND TABS
2X
1/4 1/4
4X
1/4 1/4
2X
6X
4X
2X
NOTES, UNLESS OTHERWISE SPECIFIED:
WELDMENT TO BE THERMOPLASTIC POWDER COAT 'SAFETY YELLOW' AFTER WELDING. MASK NOTED 1.
REGIONS FROM COATING. MASK ALL THREADED HOLES. DO NOT COAT ZINC ANODES.
ALL WELDS SHALL BE IN COMPLIANCE WITH AWS D1.1.2.
ALL WELDS SHALL BE MADE IN CONFORMANCE WITH THE FABRICATING FACILITY’S APPLICABLE WPSS.3.
ALL WELDS SHALL BE MADE BY PERSONNEL THAT HOLD CURRENT APPLICABLE PQRS.4.
INDICATED WELDS SHALL BE SUBJECTED TO RT IN ACCORDANCE WITH ASTM E1742.5.
A COPY OF THE RT EXAMINATION REPORT SHALL BE PROVIDED WITH EACH COMPLETED WELDMENT.6.
WELDMENT SHALL BE DELIVERED WITH CLEAR, ITEMIZED COPY OF INVOICE FOR ZINC ANODE.7.
ITEM NO. PART NUMBER DESCRIPTION QTY.
1 STAFAC2-41-864 TUC IBN BASE PLATE 1
2 STAFAC2-41-908 TUC TTM LOWER FRAME 2
3 STAFAC2-41-890 TUC IBN OUTBOARD SIDE LOAD SUPPORT 6
4 STAFAC2-41-891 TUC IBN INBOARD SIDE LOAD SUPPORT 4
5 HARBOR ANODES ZSS-12 WELD-ON ZINC ANODE, 12 LBS 2
REVISIONS
ZONE REV. DESCRIPTION BY DATE APPROVED
- INITIAL RELEASE S.ANDERSON 1/19/2023 C.MCGUIRE
A REMOVED ITEM 6 (2X STAFAC2-41-877), REPLACED ITEM
2 (IS STAFAC2-41-908 ... WAS STAFAC2-41-865) S.ANDERSON 1/24/2024 C.MCGUIRE
A A
B B
C C
D D
1/19/2024
1/19/2024
1/19/2024
1/19/2024
1/19/2024
1/19/2024
G.DUNN
S.ANDERSON
G.DUNN
C.MCGUIRE
C.MURRAY
M.HARRINGTON
PROJECT:
APL
SOURCE:
98514
CAGE CODETHIRD ANGLE PROJECTION
- APPLICABLE STANDARDS: ASME
Y14.100
- INTERPRET GEOMETRIC
TOLERANCING PER: ASME Y14.5
- SURFACE FINISH: 125 MICRO RA
- MACHINED FILLETS: R.015 MAX
- REMOVE ALL BURRS, BREAK
EDGES .015 MAX
1013 NE 40TH ST. SEATTLE, WA. 98105
APPLIED PHYSICS LABORATORY
UNIVERSITY OF WASHINGTON
DRAWN
DIMENSIONS ARE IN INCHES.
TOLERANCES:
MATERIAL:
CHIEF ENG.
SYS ENG.
LEAD ENG
DES ENG
CHECKED
DATEAPPROVALS
TITLE:
SIZE
B
DWG. NO. REV
WEIGHT: 1236 LBSCALE: 1:10
UNLESS OTHERWISE SPECIFIED:
SHEET 1 OF 1
STAFAC2-41-907
TUC TTM LOWER
WELDMENT
.030
.020
.005
.X ±
.XX ±
.XXX ±
ANGLES ±
APL NO. 92494
TUC INLINE BREAKOUTSUBSYSTEM:
STAFAC 2
2X .75 THRU ALL
16X .42 THRU ALL
1/2-13 UNC THRU ALL
10.00
21.000
26.255
15.745
32.00
42.00
0.
1.
8.
.6
4.
9.
4.
9.
4.
0.
17.000
25.000
14.873
27.127
2.000
REVISIONS
ZONE REV. DESCRIPTION BY DATE APPROVED
- INITIAL RELEASE G.DUNN 10/24/2023 C.MCGUIRE
A A
B B
C C
D D
10/24/2023
10/24/2023
10/24/2023
10/24/2023
10/24/2023
10/24/2023
G.DUNN
S.ANDERSON
G.DUNN
C.MCGUIRE
C.MURRAY
M.HARRINGTON
PROJECT:
SOURCE:
98514
CAGE CODETHIRD ANGLE PROJECTION
- APPLICABLE STANDARDS: ASME
Y14.100
- INTERPRET GEOMETRIC
TOLERANCING PER: ASME Y14.5
- SURFACE FINISH: 125 MICRO RA
- MACHINED FILLETS: R.015 MAX
- REMOVE ALL BURRS, BREAK
EDGES .015 MAX
1013 NE 40TH ST. SEATTLE, WA. 98105
APPLIED PHYSICS LABORATORY
UNIVERSITY OF WASHINGTON
DRAWN
DIMENSIONS ARE IN INCHES.
TOLERANCES:
MATERIAL:
CHIEF ENG.
SYS ENG.
LEAD ENG
DES ENG
CHECKED
DATEAPPROVALS
TITLE:
SIZE
B
DWG. NO. REV
WEIGHT: 1028 LBSCALE: 1:10
UNLESS OTHERWISE SPECIFIED:
SHEET 1 OF 1
STAFAC2-41-864
TUC IBN BASE PLATE
ASTM A36 Steel
.030
.020
.005
.X ±
.XX ±
.XXX ±
ANGLES ±
APL NO. 91507
1.50 TYP
R1.00 TYP
45°
1.125
3X .53 THRU ALL
1.00
11.00
12.00
9.500
.6
.1
.6
3.
7.
8.
2.
4.
3.360
1.680
7.
0.
.9
A 1.00
11 x .53 1.00
7.
.0
.0
4.
6.
8.
9.
3.
7.
1.
4.
CL
NOTES, UNLESS OTHERWISE SPECIFIED:
1. THIS IS A LIMITED DIMENSION DRAWING. SOLID MODEL IS REQUIRED FOR MANUFACTURE. ALL UNDIMENSIONED CUTOUTS AND FEATURES SHALL
HAVE A PROFILE TOLERANCE OF 0.020 A B C WITH RESPECT TO SOLID MODEL.
REVISIONS
ZONE REV. DESCRIPTION BY DATE APPROVED
- INITIAL RELEASE G. DUNN 10/24/2023 C. MCGUIRE
C3 A ADDED 2 ADDITIONAL .53 HOLES S.ANDERSON 5/11/2026 C.MCGUIRE
A A
B B
C C
D D
10/24/2023
10/24/2023
10/24/2023
10/24/2023
10/24/2023
10/24/2023
G.DUNN
S.ANDERSON
G.DUNN
C.MCGUIRE
C.MURRAY
M.HARRINGTON
PROJECT:
SOURCE:
98514
CAGE CODETHIRD ANGLE PROJECTION
- APPLICABLE STANDARDS: ASME
Y14.100
- INTERPRET GEOMETRIC
TOLERANCING PER: ASME Y14.5
- SURFACE FINISH: 125 MICRO RA
- MACHINED FILLETS: R.015 MAX
- REMOVE ALL BURRS, BREAK
EDGES .015 MAX
1013 NE 40TH ST. SEATTLE, WA. 98105
APPLIED PHYSICS LABORATORY
UNIVERSITY OF WASHINGTON
DRAWN
DIMENSIONS ARE IN INCHES.
TOLERANCES:
MATERIAL:
CHIEF ENG.
SYS ENG.
LEAD ENG
DES ENG
CHECKED
DATEAPPROVALS
TITLE:
SIZE
B
DWG. NO. REV
WEIGHT: 65 LBSCALE: 1:10
UNLESS OTHERWISE SPECIFIED:
SHEET 1 OF 1
STAFAC2-41-908
A
TUC TTM LOWER FRAME
ASTM A36 Steel
.030
.020
.005
.X ±
.XX ±
.XXX ±
ANGLES ±
APL NO. 92515
7.07
7.07
10.00
45°
1.00
REVISIONS
ZONE REV. DESCRIPTION BY DATE APPROVED
- INITIAL RELEASE G.DUNN 10/24/2023 C.MCGUIRE
A A
B B
C C
D D
10/24/2023
10/24/2023
10/24/2023
10/24/2023
10/24/2023
10/24/2023
G.DUNN
S.ANDERSON
G.DUNN
C.MCGUIRE
C.MURRAY
M.HARRINGTON
PROJECT:
SOURCE:
98514
CAGE CODETHIRD ANGLE PROJECTION
- APPLICABLE STANDARDS: ASME
Y14.100
- INTERPRET GEOMETRIC
TOLERANCING PER: ASME Y14.5
- SURFACE FINISH: 125 MICRO RA
- MACHINED FILLETS: R.015 MAX
- REMOVE ALL BURRS, BREAK
EDGES .015 MAX
1013 NE 40TH ST. SEATTLE, WA. 98105
APPLIED PHYSICS LABORATORY
UNIVERSITY OF WASHINGTON
DRAWN
DIMENSIONS ARE IN INCHES.
TOLERANCES:
MATERIAL:
CHIEF ENG.
SYS ENG.
LEAD ENG
DES ENG
CHECKED
DATEAPPROVALS
TITLE:
SIZE
B
DWG. NO. REV
WEIGHT: 7.1 LBSCALE: 1:5
UNLESS OTHERWISE SPECIFIED:
SHEET 1 OF 1
STAFAC2-41-890
TUC IBN OUTBOARD SIDE
LOAD SUPPORT
ASTM A36 Steel
.030
.020
.005
.X ±
.XX ±
.XXX ±
ANGLES ±
APL NO. 91533
4.24
4.24
6.00
45°
1.00
REVISIONS
ZONE REV. DESCRIPTION BY DATE APPROVED
- INITIAL RELEASE G.DUNN 10/24/2023 C.MCGUIRE
A A
B B
C C
D D
10/24/2023
10/24/2023
10/24/2023
10/24/2023
10/24/2023
10/24/2023
G.DUNN
S.ANDERSON
G.DUNN
C.MCGUIRE
C.MURRAY
M.HARRINGTON
PROJECT:
SOURCE:
98514
CAGE CODETHIRD ANGLE PROJECTION
- APPLICABLE STANDARDS: ASME
Y14.100
- INTERPRET GEOMETRIC
TOLERANCING PER: ASME Y14.5
- SURFACE FINISH: 125 MICRO RA
- MACHINED FILLETS: R.015 MAX
- REMOVE ALL BURRS, BREAK
EDGES .015 MAX
1013 NE 40TH ST. SEATTLE, WA. 98105
APPLIED PHYSICS LABORATORY
UNIVERSITY OF WASHINGTON
DRAWN
DIMENSIONS ARE IN INCHES.
TOLERANCES:
MATERIAL:
CHIEF ENG.
SYS ENG.
LEAD ENG
DES ENG
CHECKED
DATEAPPROVALS
TITLE:
SIZE
B
DWG. NO. REV
WEIGHT: 2.6 LBSCALE: 1:1
UNLESS OTHERWISE SPECIFIED:
SHEET 1 OF 1
STAFAC2-41-891
TUC IBN INBOARD SIDE
LOAD SUPPORT
ASTM A36 Steel
.030
.020
.005
.X ±
.XX ±
.XXX ±
ANGLES ±
APL NO. 91534
| STAFAC2-41-907 REV -.pdf |
| Sheet1 |
| Drawing View1 |
| Drawing View3 |
| Drawing View4 |
| Drawing View5 |
| STAFAC2-41-864 REV -.pdf |
| Sheet1 |
| Drawing View1 |
| Drawing View2 |
| STAFAC2-41-908 REV A.pdf |
| Sheet1 |
| Drawing View1 |
| Drawing View2 |
| Drawing View3 |
| STAFAC2-41-890 REV -.pdf |
| Sheet1 |
| Drawing View1 |
| Drawing View2 |
| STAFAC2-41-891 REV -.pdf |
| Sheet1 |
| Drawing View1 |
| Drawing View2 |
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