STAFAC2-41-867 REV A.pdf

PDF 136 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 file contains technical drawings and specifications for the University of Washington's TUC IBN (Towed Underwater Cable Inline Breakout) structural frame fabrication project, as referenced in RFQQ 1230896. The drawings detail the upper weldment assembly and component specifications for the IBN frame structure, which is part of a larger contract requiring the design, fabrication, testing, finishing, and delivery of 14 structural frames (12 IBN units and 2 TTM units). The specifications include detailed dimensions, tolerances, and material requirements for six primary components: the lifting frame weldment (STAFAC2-41-870), two upper frame crossbars (STAFAC2-41-869), two upper frames (STAFAC2-41-868), parking position bracket (STAFAC2-41-879), and two inboard side load supports (STAFAC2-41-891). All components are fabricated from ASTM A36 steel with total assembly weight of 201 pounds, and delivery is required no later than December 15, 2026.

The technical specifications mandate full compliance with AWS D1.1.2 welding standards, radiographic testing per ASTM E1742, thermoplastic powder coat finishing in safety yellow with selective masking of threaded holes and zinc anode attachment points, and dimensional tolerances of ±.030" for single-digit dimensions. All welding must be performed by personnel holding current applicable PQRs (Performance Qualification Records) in accordance with the fabricating facility's applicable WPS (Welding Procedure Specification). Each completed weldment must be accompanied by radiographic examination reports and an itemized invoice for zinc anode materials. The drawings indicate revisions through revision A as of January 24, 2024, reflecting updates to dimensional specifications including hole size modifications from .7550 to .8100-.8108 inches and subsequent refinement to .8125-.8130 inches on designated features.

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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
STAFAC2-41-872 REV -.pdf	PDF	Jun 18, 2026
UW_WSS_Bidder_Guide.pdf	PDF	Jun 18, 2026

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20.00

21.000±.010

MASK 22X .53 FROM

COATING

MASK 5X THREADED

HOLES FROM

COATING

MASK 2X

FROM COATING

1/4 1/4

.18

4X AROUND TABS

30°

SECTION A-A

SCALE 1 : 10

MASK 2X .810

FROM COATING

1/4 1/4

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 STAFAC2-41-870 TUC IBN LIFTING FRAME WELDMENT 1

2 STAFAC2-41-869 TUC IBN UPPER FRAME CROSSBAR 2

3 STAFAC2-41-868 TUC IBN UPPER FRAME 2

4 STAFAC2-41-879 TUC IBN PARKING POSITION 1

5 STAFAC2-41-891 TUC IBN INBOARD SIDE LOAD SUPPORT 2

6 HARBOR ANODES ZTS-5 WELD-ON ZINC ANODE, 5 LBS 2

REVISIONS

ZONE REV. DESCRIPTION BY DATE APPROVED

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

D3 A IS .810 ... WAS .75 (DEFINED ON STAFAC2-41-868) S.ANDERSON 1/24/2024 S.ANDERSON

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: 201 LBSCALE: 1:20

UNLESS OTHERWISE SPECIFIED:

SHEET 1 OF 1

STAFAC2-41-867

TUC IBN UPPER

WELDMENT

XXXXX

.030

.020

.005

.X ±

.XX ±

.XXX ±

ANGLES ±

APL NO. 91510

TUC INLINE BREAKOUTSUBSYSTEM:

STAFAC 2

3.4

DETAIL A

SCALE 2 : 5

1/4 1/4

NOTES, UNLESS OTHERWISE SPECIFIED:

ALL WELDS SHALL BE FULLY SEALED.1.

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 STAFAC2-41-878 TUC IBN LIFTING FRAME 1

2 STAFAC2-41-871 TUC IBN LIFTING EYE 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:

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: 46 LBSCALE: 1:5

UNLESS OTHERWISE SPECIFIED:

SHEET 1 OF 1

STAFAC2-41-870

TUC IBN LIFTING FRAME

WELDMENT

.030

.020

.005

.X ±

.XX ±

.XXX ±

ANGLES ±

APL NO. 91513

20.00

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

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: 5.7 LBSCALE: 1:5

UNLESS OTHERWISE SPECIFIED:

SHEET 1 OF 1

STAFAC2-41-869

TUC IBN UPPER FRAME

CROSSBAR

ASTM A36 Steel

.030

.020

.005

.X ±

.XX ±

.XXX ±

ANGLES ±

APL NO. 91512

R.50

R1.00 TYP

1.50 TYP

30°

45° TYP

R1.50

244° TYP

.531

1.00 TYP

R.50

R2.00

R.50

3X R.25

.8130 .8125 3X R.25

R1.000

1.00

2.50

12.00 12.75 13.50

11.75

10.43

16.750

1.000 11 x .53 1.00

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

D5 A ADDED MISSING DIMENSION, UPDATED HOLE SIZE FROM

.7550 TO .8100-.8108 S.ANDERSON 1/24/2024 C.MCGUIRE

D5 B ADDED FEATURE (16.75 X 2")

IS .8125-.8130 ... WAS .8100-.8108 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:

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: 63 LBSCALE: 1:10

UNLESS OTHERWISE SPECIFIED:

SHEET 1 OF 1

STAFAC2-41-868

TUC IBN UPPER FRAME

ASTM A36 Steel

.030

.020

.005

.X ±

.XX ±

.XXX ±

ANGLES ±

APL NO. 91511

TUC INLINE BREAKOUTSUBSYSTEM:

SOURCE:

.25

2.250

5X .20 THRU ALL

1/4-20 UNC THRU ALL

2X R.500

.49

1.94

2.66

1.21

6.00

REVISIONS

ZONE REV. DESCRIPTION BY DATE APPROVED

- INITIAL RELEASE G.DUNN 11/2/2023 C.MCGUIRE

A A

B B

C C

D D

11/2/2023

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: 2.4 LBSCALE: 1:2

UNLESS OTHERWISE SPECIFIED:

SHEET 1 OF 1

STAFAC2-41-879

TUC IBN PARKING

POSITION

ASTM A36 Steel

.030

.020

.005

.X ±

.XX ±

.XXX ±

ANGLES ±

APL NO. 91522

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

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: 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

STAFAC2-41-867 REV A.pdf

Sheet1

Drawing View2

Drawing View4

Section View A-A

Drawing View7

STAFAC2-41-870 REV -.pdf

Sheet1

Drawing View1

Drawing View3

Detail View A (2 : 5)

STAFAC2-41-869 REV -.pdf

Sheet1

Drawing View1

Drawing View2

STAFAC2-41-868 REV A.pdf

Sheet1

Drawing View1

Drawing View2

STAFAC2-41-879 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 Jun 22, 2026.