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.

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Other files

File Type Posted
RFQQ Notice 1230896.pdf PDF
STAFAC2-41-863 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

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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