STAFAC2-41-872 REV -.pdf

PDF 89 KB Posted Jun 18, 2026

Attached to: RFQQ 1230896 – IBN & TTM Frame Fabrication
Solicitation number: 1230896 KLE
Issued by: Washington

About this file

Written by GovTribe AI · Jun 22, 2026

This is a technical specification document for the University of Washington Applied Physics Laboratory's TUC Inline Breakout (IBN) Bail Arm Weldment Assembly, part of the STAFAC 2 subsystem. The document contains detailed engineering drawings and component specifications for a structural fabrication project related to RFQQ 1230896, which seeks qualified firms to design, fabricate, test, finish, and deliver 14 structural frames (12 IBN and 2 TTM) with a delivery deadline of December 15, 2026. The bail arm weldment assembly comprises six components: two TUC IBN bail arm tubes (STAFAC2-41-873), one load plate (STAFAC2-41-877), two clevis components (STAFAC2-41-874), one support plate (STAFAC2-41-898), one weld-on zinc anode (Harbor Anodes ZSS-12, 12 lbs), and one anode plate (STAFAC2-41-906). The weldment weighs 75.33 lbs and is drawn at 1:10 scale.

The technical specifications require ASTM A36 steel construction with thermoplastic powder coating in safety yellow applied after welding, with all specified regions masked from coating and all threaded holes masked. All welds must comply with AWS D1.1.2 standards, be performed by personnel holding current applicable PQRs, and be made in conformance with the fabricating facility's WPSS. Indicated welds require radiographic testing per ASTM E1742, with examination reports to be provided with each completed weldment. Surface finish is specified at 125 micro RA, with machined fillets at R.015 maximum and all burrs and edges broken to .015 maximum. Dimensional tolerances are .030/.020/.005 for single, double, and triple-X decimal places respectively. The document includes revision tracking showing initial release approved on 10/24/2023 by G. Dunn and C. McGuire, with one subsequent revision to STAFAC2-41-877 approved on 5/6/2025 by S. Anderson and C. McGuire modifying hole specifications.

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Other files

File	Type	Posted
RFQQ Notice 1230896.pdf	PDF	Jun 18, 2026
STAFAC2-41-907 REV -.pdf	PDF	Jun 18, 2026
STAFAC2-41-863 REV -.pdf	PDF	Jun 18, 2026
RFQQ 1230896 IBN and TTN Frames.pdf	PDF	Jun 18, 2026
STAFAC2-41-975 REV -.pdf	PDF	Jun 18, 2026
IBN Frame Drawings Table 2026-06-15.xlsx	XLSX spreadsheet	Jun 18, 2026
STAFAC2-41-867 REV A.pdf	PDF	Jun 18, 2026
UW_WSS_Bidder_Guide.pdf	PDF	Jun 18, 2026

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1.50

CRITICAL 21.000

14.75

53.50

2.80

MASK FROM COATING

1/4 1/4

.18

2X AROUND TABS

56.18

MASK 4X FROM COATING

1 2X

3 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 STAFAC2-41-873 TUC IBN BAIL ARM TUBE 2

2 STAFAC2-41-877 TUC IBN BAIL ARM LOAD PLATE 1

3 STAFAC2-41-874 TUC IBN BAIL ARM CLEVIS 2

4 STAFAC2-41-898 TUC IBN BAIL ARM SUPPORT PLATE 1

5 HARBOR ANODES ZSS-12 WELD-ON ZINC ANODE, 12 LBS 1

6 STAFAC2-41-906 TUC IBN BAIL ARM ANODE PLATE 1

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

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

DWG. NO. REV

WEIGHT: 75.33 LBSCALE: 1:10

UNLESS OTHERWISE SPECIFIED:

SHEET 1 OF 1

STAFAC2-41-872

TUC IBN BAIL ARM

WELDMENT

.030

.020

.005

.X ±

.XX ±

.XXX ±

ANGLES ±

APL NO. 91515

TUC INLINE BREAKOUTSUBSYSTEM:

STAFAC 2

12°

78°

49.35

.75 2.50

.250

SECTION A-A

1.95

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

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

DWG. NO. REV

WEIGHT: 18 LBSCALE: 1:10

UNLESS OTHERWISE SPECIFIED:

SHEET 1 OF 1

STAFAC2-41-873

TUC IBN BAIL ARM TUBE

ASTM A36 Steel

.030

.020

.005

.X ±

.XX ±

.XXX ±

ANGLES ±

APL NO. 91516

3.36

3.750

1.13

.75

5.4

REVISIONS

ZONE REV. DESCRIPTION BY DATE APPROVED

- INITIAL RELEASE G.DUNN 10/18/2023 C.MCGUIRE

A A

B B

C C

D D

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

DWG. NO. REV

WEIGHT: 3.4 LBSCALE: 1:1

UNLESS OTHERWISE SPECIFIED:

SHEET 1 OF 1

STAFAC2-41-877

TUC IBN BAIL ARM LOAD

PLATE

ASTM A36 Steel

.030

.020

.005

.X ±

.XX ±

.XXX ±

ANGLES ±

APL NO. 91520

2X R.50

1.313

5.00

1.00

.25 THRU

1.00

2.00

.8130

.8125 THRU

4.000

NOTE: BREAK ALL EDGES .01"

REVISIONS

ZONE REV. DESCRIPTION BY DATE APPROVED

- INITIAL RELEASE G.DUNN 10/24/2023 C.MCGUIRE

B7, D4 A IS .8125-.8130 ... WAS .8125-.8134

IS 1.313 (SLOT) ... WAS 1.07 S.ANDERSON 5/6/2025 C.MCGUIRE

A A

B B

C C

D D

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

DWG. NO. REV

WEIGHT: 3.8 LBSCALE: 1:1

UNLESS OTHERWISE SPECIFIED:

SHEET 1 OF 1

STAFAC2-41-874

TUC IBN BAIL ARM CLEVIS

ASTM A36 Steel

.030

.020

.005

.X ±

.XX ±

.XXX ±

ANGLES ±

APL NO. 91517

10.80

78°

12.50

4.00

.50

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

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

DWG. NO. REV

WEIGHT: 6.6 LBSCALE: 1:2

UNLESS OTHERWISE SPECIFIED:

SHEET 1 OF 1

STAFAC2-41-898

TUC IBN BAIL ARM

SUPPORT PLATE

ASTM A36 Steel

.030

.020

.005

.X ±

.XX ±

.XXX ±

ANGLES ±

APL NO. 91755

16.050

17.750

78°

4.00

.500

REVISIONS

ZONE REV. DESCRIPTION BY DATE APPROVED

- INITIAL RELEASE S.ANDERSON 12/20/2023 C.MCGUIRE

A A

B B

C C

D D

12/20/2023

S.ANDERSON

G.DUNN

S.ANDERSON

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

DWG. NO. REV

WEIGHT: 9.6 LBSCALE: 1:2

UNLESS OTHERWISE SPECIFIED:

SHEET 1 OF 1

STAFAC2-41-906

TUC IBN BAIL ARM ANODE

PLATE

ASTM A36 Steel

.030

.020

.005

.X ±

.XX ±

.XXX ±

ANGLES ±

APL NO. 92493

STAFAC2-41-872 REV -.pdf

Sheet1

Drawing View1

Drawing View2

Drawing View3

STAFAC2-41-873 REV -.pdf

Sheet1

Drawing View1

Drawing View2

Section View A-A

Drawing View4

STAFAC2-41-877 REV -.pdf

Sheet1

Drawing View1

Drawing View2

STAFAC2-41-874 REV A.pdf

Sheet1

Drawing View1

Drawing View2

Drawing View3

STAFAC2-41-898 REV -.pdf

Sheet1

Drawing View1

Drawing View2

STAFAC2-41-906 REV -.pdf

Sheet1

Drawing View1

Drawing View2

File details come from the government source that posted it. Updated Jun 22, 2026.