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.

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Other files

File Type Posted
RFQQ Notice 1230896.pdf PDF
STAFAC2-41-907 REV -.pdf PDF
RFQQ 1230896 IBN and TTN Frames.pdf PDF
STAFAC2-41-975 REV -.pdf PDF
IBN Frame Drawings Table 2026-06-15.xlsx XLSX spreadsheet
STAFAC2-41-872 REV -.pdf PDF
STAFAC2-41-867 REV A.pdf PDF
UW_WSS_Bidder_Guide.pdf 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

File details come from the government source that posted it. Updated .