STAFAC2-41-863 REV -.pdf
PDF 95 KB Posted
- Attached to
- RFQQ 1230896 – IBN & TTM Frame Fabrication
- Solicitation number
- 1230896 KLE
- Issued by
- Washington
About this file
This document consists of technical engineering drawings for structural frame components prepared by the Applied Physics Laboratory at the University of Washington for the TUC Inline Breakout (IBN) subsystem, part of the STAFAC 2 project. The drawings specify detailed fabrication requirements for five component types: a lower weldment assembly (STAFAC2-41-863), a base plate (STAFAC2-41-864), a lower frame (STAFAC2-41-865), an outboard side load support (STAFAC2-41-890), and an inboard side load support (STAFAC2-41-891). All components are fabricated from ASTM A36 steel with specified quantities including one base plate, two lower frames, six outboard supports, and four inboard supports, plus two 12-pound weld-on zinc anodes for corrosion protection. The drawings were initially released on October 24, 2023, and include comprehensive dimensional specifications, tolerances, welding requirements in accordance with AWS D1.1.2 standards, and finishing specifications requiring thermoplastic powder coating in safety yellow.
The fabrication specifications mandate full compliance with AWS welding standards, current PQRS certifications for welding personnel, radiographic testing per ASTM E1742 with examination reports required for delivery, and removal of all burrs with edges broken to 0.015 inches maximum. Surface finish requirements specify 125 micro RA for machined surfaces with fillets not exceeding R.015 maximum. The total weight of the lower weldment assembly is 1,229 pounds, with the base plate weighing 1,028 pounds. All components require third-angle projection interpretation per ASME Y14.100 and geometric tolerancing per ASME Y14.5 standards. Dimensions are provided in inches with standard tolerances of ±.030 for single decimal places, ±.020 for double decimals, and ±.005 for triple decimals, with applicable angle tolerances also specified. The drawings note that a solid model is required for manufacture and that all undimensioned cutouts and features shall maintain a profile tolerance of 0.020 with respect to the solid model.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFQQ Notice 1230896.pdf | ||
| STAFAC2-41-907 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 2
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 STAFAC2-41-865 TUC IBN 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 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: 1229 LBSCALE: 1:10
UNLESS OTHERWISE SPECIFIED:
SHEET 1 OF 1
STAFAC2-41-863
TUC IBN LOWER
WELDMENT
.030
.020
.005
.X ±
.XX ±
.XXX ±
ANGLES ±
APL NO. 91506
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°
.531
.5
3.
4.
8.
9.
6.
7.
1.00
11.00
12.00
.6
.1
3.
9.500
1.00
11 x .53 1.00
7.
.0
.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
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: 62 LBSCALE: 1:10
UNLESS OTHERWISE SPECIFIED:
SHEET 1 OF 1
STAFAC2-41-865
TUC IBN LOWER FRAME
ASTM A36 Steel
.030
.020
.005
.X ±
.XX ±
.XXX ±
ANGLES ±
APL NO. 91508
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
| STAFAC2-41-863 REV -.pdf |
| Sheet1 |
| Drawing View1 |
| Drawing View3 |
| Drawing View4 |
| Drawing View5 |
| STAFAC2-41-864 REV -.pdf |
| Sheet1 |
| Drawing View1 |
| Drawing View2 |
| STAFAC2-41-865 REV -.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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