A.3 2874228-02_-_FD2_CRP-SST-01_10-30-2025.pdf

Side Beam 4in - No Holes2874228-02-12142

Spacer Plate2874228-01-33 138

ZINC PLATED GRADE 5 CARBON STEEL M6 HEX NUT 1232

A4-70 STAINLESS M6 WASHER 1164

A4-70 Stainless M6 x 50mm LG SHCS 1032

Horizontal I-Beam2874228-02-0992

Center Beam - Short2874228-02-1182

Plate - 12874228-01-2578

Corner I-Beam 12874228-02-0762

Corner I-Beam 22874228-02-0652

Side Beam - Short2874228-02-1042

Side Beam 4in2874228-02-0532

Side Beam2874228-02-0822

Center Beam2874228-02-0411

BILL OF MATERIALS

DESCRIPTIONPART NUMBERITEMQTY

A A

B B

C C

D D

CRP-SST_Small_Module_V2.0

N/A

2874228-02-01

SMALL CRP-SST FRAME

D

1/1 F0.10APPLICATION

QTY.NEXT ASSEMBLY

CRP-SST_Small_Module_V2.0.iam

Q.A.

ENGR MGR

ENGINEER

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DIMENSIONING & TOLERANCING IN

ACCORDANCE WITH ASME

Y14.5-1994

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

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WBS#

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ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-2

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A INITIAL RELEASE 9/6/2023 N. JONIAK

B REDESIGNED 2/17/2024 N. JONIAK

C UPDATED 12/16/2024 N. JONIAK

D ALIGNED 4" I-BEAMS WITH 6" I-BEAMS 2/19/2025 N. JONIAK

E ADDED CABLE TIE HOLES AND SURVEY SHEET 6/26/2025 N. JONIAK

F ECN-FD2-002 RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAK

7 13

7 13

7 13

7 13

NOTES:

1. MATERIAL: STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm] AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "CRP-SST_Small_Module_V2.0.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. WELD JOINTS AND WELD TYPES.

MEET U.S. CODES;

ANSI AISC 360

AISC DESIGN GUIDE 27

ANSI/AWS D1.1

OR

MEET EUROPEAN CODES;

EN 1990 / EURO CODE 0

EN 1993 / EURO CODE 3

EN 1090

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

101112 d 0.056 [1.4] A B C

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N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

G. MUSSI 11/6/2025

SECTION A-A

SCALE 0.4

8 PLACES

A A

A A

B B

C C

D D

E E

F F

G G

H H

CRP-SST_Small_Module_V2.0

N/A

2874228-02-02

SMALL CRP-SST FRAME

E

1/1 F0.1APPLICATION

QTY.NEXT ASSEMBLY

CRP-SST_Small_Module_V2.0.iam

Q.A.

ENGR MGR

ENGINEER

CHECKED BY

DRAWN BY

Autodesk Inventor

DIMENSIONING & TOLERANCING IN

ACCORDANCE WITH ASME

Y14.5-1994

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-2

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

+Y

+X

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A INITIAL RELEASE 9/6/2023 N. JONIAK

B REDESIGNED 2/17/2024 N. JONIAK

C UPDATED 12/16/2024 N. JONIAK

D ALIGNED 4" I-BEAMS WITH 6" I-BEAMS 2/19/2025 N. JONIAK

E ADDED CABLE TIE HOLES AND SURVEY SHEET 6/26/2025 N. JONIAK

F ECN-FD2-002 RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAK

2.000 [50.8]( )

B

SURVEY DATA

BOTTOM

TOP

62.387 [1584.6]( )

211.024 [5360.0]( ) C

TOLERANCE FOR HOLES MARKED 'A' & 'B' =

0,0

25.138 [638.5]( ) q SYMMETRY

32.323 [821.0]( )

5.000`0.005

127.0`0.13[ ]

CRITICAL DIM

A

0.236 [6.0]( )

A

A12

A10

A16

A14

A9

A11

A13

A15

A8

A6

A4

A2

A7

A5 A3

A1

B7 B8

B5 B6

B2B1

B4B3

C14C13

C18C17 C22C21

C16C15

C20C19

C24C23

C12C11 C7 C8

C4C3

C9 C10 C5 C6 C1 C2

Hole Table

HOLE XDIM MEASURED X YDIM MEASURED Y DESCRIPTION ZDIM MEASURED Z

A1 -129.610 -57.144 n0.315 x 0.293 4.000 A2 129.610 -57.144 n0.315 x 0.293 4.000 A3 -131.002 -55.752 n0.315 x 0.293 4.000 A4 131.002 -55.752 n0.315 x 0.293 4.000 A5 -124.043 -51.576 n0.315 x 0.293 4.000 A6 124.043 -51.576 n0.315 x 0.293 4.000 A7 -125.434 -50.184 n0.315 x 0.293 4.000 A8 125.434 -50.184 n0.315 x 0.293 4.000 A9 -125.434 50.184 n0.315 x 0.293 4.000 A10 125.434 50.184 n0.315 x 0.293 4.000 A11 -124.043 51.576 n0.315 x 0.293 4.000 A12 124.043 51.576 n0.315 x 0.293 4.000 A13 -131.002 55.752 n0.315 x 0.293 4.000 A14 131.002 55.752 n0.315 x 0.293 4.000 A15 -129.610 57.144 n0.315 x 0.293 4.000 A16 129.610 57.144 n0.315 x 0.293 4.000 B1 -0.984 -55.472 n0.315 x 0.359 6.000 B2 0.984 -55.472 n0.315 x 0.359 6.000 B3 -0.984 -47.598 n0.315 x 0.359 6.000 B4 0.984 -47.598 n0.315 x 0.359 6.000 B5 -0.984 47.598 n0.315 x 0.359 6.000 B6 0.984 47.598 n0.315 x 0.359 6.000 B7 -0.984 55.472 n0.315 x 0.359 6.000 B8 0.984 55.472 n0.315 x 0.359 6.000 C1 -83.583 -41.339 n0.492 x 0.359 6.000 C2 -81.772 -41.339 n0.492 x 0.359 6.000 C3 81.772 -41.339 n0.492 x 0.359 6.000 C4 83.583 -41.339 n0.492 x 0.359 6.000 C5 -83.583 -39.370 n0.492 x 0.359 6.000 C6 -81.772 -39.370 n0.492 x 0.359 6.000 C7 81.772 -39.370 n0.492 x 0.359 6.000 C8 83.583 -39.370 n0.492 x 0.359 6.000 C9 -83.583 -37.402 n0.492 x 0.359 6.000 C10 -81.772 -37.402 n0.492 x 0.359 6.000 C11 81.772 -37.402 n0.492 x 0.359 6.000 C12 83.583 -37.402 n0.492 x 0.359 6.000 C13 -83.583 21.654 n0.492 x 0.359 6.000 C14 -81.772 21.654 n0.492 x 0.359 6.000 C15 81.772 21.654 n0.492 x 0.359 6.000 C16 83.583 21.654 n0.492 x 0.359 6.000 C17 -83.583 23.622 n0.492 x 0.359 6.000 C18 -81.772 23.622 n0.492 x 0.359 6.000 C19 81.772 23.622 n0.492 x 0.359 6.000 C20 83.583 23.622 n0.492 x 0.359 6.000 C21 -83.583 25.591 n0.492 x 0.359 6.000 C22 -81.772 25.591 n0.492 x 0.359 6.000 C23 81.772 25.591 n0.492 x 0.359 6.000 C24 83.583 25.591 n0.492 x 0.359 6.000 D1 -100.551 -25.138 n0.315 x 0.236 5.000 D2 -32.323 -25.138 n0.315 x 0.236 5.000 D3 32.323 -25.138 n0.315 x 0.236 5.000 D4 100.552 -25.138 n0.315 x 0.236 5.000 D5 -100.551 25.138 n0.315 x 0.236 5.000 D6 -32.323 25.138 n0.315 x 0.236 5.000 D7 32.323 25.138 n0.315 x 0.236 5.000 D8 100.552 25.138 n0.315 x 0.236 5.000 n0.197 m[5.0] B C j n0.014 m[0.35] A

HOLE LOCATIONS

TOLERANCE FOR HOLES MARKED 'C' =

TOLERANCE FOR HOLES MARKED 'D' =

D4

D8

D3

D7

D2

D6

D1

D5

4.000 [101.6]( )

6.000 [152.4]( ) j n0.197 m[5.0] A B C n0.197 m[5.0] B C j n0.014 m[0.35] A

NOTES:

1. MATERIAL: STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm] AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "CRP-SST_Small_Module_V2.0.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. WELD JOINTS AND WELD TYPES.

MEET U.S. CODES;

ANSI AISC 360

AISC DESIGN GUIDE 27

ANSI/AWS D1.1

OR

MEET EUROPEAN CODES;

EN 1990 / EURO CODE 0

EN 1993 / EURO CODE 3

EN 1090

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

d 0.056 [1.4] A B C

SECTION A-A

SCALE 0.25

8 PLACES

A A

Side Beam 4in - No Holes2874228-02-12172

Spacer Plate2874228-01-33 168

ZINC PLATED GRADE 5 CARBON STEEL M6 HEX NUT 1532

A4-70 STAINLESS M6 WASHER 1464

A4-70 Stainless M6 x 50mm LG SHCS 1332

Horizontal I-Beam2874228-02-09122

Center Beam - Short2874228-02-11112

Plate - 12874228-01-2578

Corner I-Beam 12874228-02-0762

Corner I-Beam 22874228-02-0652

Side Beam - Short2874228-02-1042

Side Beam 4in2874228-02-0532

Side Beam2874228-02-0822

Center Beam2874228-02-0411

BILL OF MATERIALS

DESCRIPTIONPART NUMBERITEMQTY

A A

B B

C C

D D

E E

F F

G G

H H

CRP-SST_Small_Module_V2.0

N/A

2874228-02-03

SMALL CRP-SST FRAME

E

1/1 F0.125APPLICATION

QTY.NEXT ASSEMBLY

CRP-SST_Small_Module_V2.0.iam

Q.A.

ENGR MGR

ENGINEER

CHECKED BY

DRAWN BY

Autodesk Inventor

DIMENSIONING & TOLERANCING IN

ACCORDANCE WITH ASME

Y14.5-1994

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

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Physics Department / High-Energy Physics

A-2

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A INITIAL RELEASE 9/6/2023 N. JONIAK

B REDESIGNED 2/17/2024 N. JONIAK

C UPDATED 12/16/2024 N. JONIAK

D ALIGNED 4" I-BEAMS WITH 6" I-BEAMS 2/19/2025 N. JONIAK

E ADDED CABLE TIE HOLES AND SURVEY SHEET 6/26/2025 N. JONIAK

F ECN-FD2-002 RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAK

ASSEMBLY TOLERANCES

WELDING SPECIFICATIONS

AT SHOPS OPTION

SEE NOTE 6

0.000 [0.0]

BOTTOM

TOP

5.000 [127.0]( )

CRITICAL DIMENSION

SEE DRAWING 2874228-02-02

132.047 [3354.0]

104.717 [2659.8]

81.011 [2057.7]

28.157 [715.2] f 0.039 [1.0] Cf 0.039 [1.0] Cf 0.039 [1.0] C q SYMMETRY

264.094 0.060 0.000

6708.0 1.52 0.00

116.377 0.060 0.000

2956.0 1.52 0.00

201.103 [5108.0]

C

B

A

62.387 [1584.6]( ) c 0.020 [0.5]

45°

17 1 17 2

7 13 14 15

6. WELD JOINTS AND WELD TYPES.

MEET U.S. CODES;

ANSI AISC 360

AISC DESIGN GUIDE 27

ANSI/AWS D1.1

OR

MEET EUROPEAN CODES;

EN 1990 / EURO CODE 0

EN 1993 / EURO CODE 3

EN 1090

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

45°

45°

45°

209.435 [5319.7]( )

3.332 [84.6]( )

NOTES:

1. MATERIAL; STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm] AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "CRP-SST_Small_Module_V2.0.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

d 0.056 [1.4] A B C

A A

B B

C C

D D

E E

F F

G G

H H

Center Beam

59 lbmass

2874228-02-04

SMALL CRP-SST FRAME

E

1/1 A0.5APPLICATION

QTY.NEXT ASSEMBLY

DUNE_FD2_SST_Frame_Small_Monobloc v2 - Center Beam.ipt

Q.A.

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DIMENSIONING & TOLERANCING IN

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UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

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WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-3

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

58.823 0.030 0.000

1494.1 0.76 0.00

1.550 [39.4]

4X

0.394 [10.0]

4X

3.332 [84.6]( )

6.000 [152.4]( )

0.359 [9.1]( )

0.232 [5.9]( )

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5 d 0.028 [0.7] A B C

B

C

A

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAKNOTES:

1. MATERIAL; STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm} AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "Center Beam.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. All I-Beams to be laser welded and to meet the following standards for fabrication and welding:

ASTM A1069/A1069M

ASTM A1127/1127M

ASTM A554

AWS D1.6

ASME BPVC.IX-2019

EN 15614-11

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

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10/29/2025

N. JONIAK

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10/29/2025

N. JONIAK

R. RUGGIERO

A A

B B

C C

D D

E E

F F

G G

H H

Side Beam 4in

37 lbmass

2874228-02-05

SMALL CRP-SST FRAME

E

1/1 A0.5APPLICATION

QTY.NEXT ASSEMBLY

DUNE_FD2_SST_Frame_Small_Monobloc v2 - Side Beam 4in.ipt

Q.A.

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ENGINEER

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DIMENSIONING & TOLERANCING IN

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UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

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ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-3

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

58.823 0.030 0.000

1494.1 0.76 0.00

3.486 [88.6]

50.276`0.015

1277.0`0.38[ ]

1.575 [40.0]

2X

0.544 [13.8]

2X

1.575 [40.0]

2X

0.256n `0.005

6.5`0.13n[ ]

8X THRU TOP FLANGE

j n0.014m [0.35] A B C

A

B

C

2.663 [67.6]( )

0.293 [7.4]( )

4.000 [101.6]( )

0.193 [4.9]( )

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S4x7.7

BOTTOM

TOP

0.394 [10.0]

1.550 [39.4]

1.550 [39.4]

0.394 [10.0] d 0.028 [0.7] A B C

0.867 [22.0]

6X 0.591 [15.0]

2X

0.000 [0.0]

6.971 [177.1]

16.026 [407.1]

25.081 [637.1]

28.624 [727.1]

30.199 [767.1]

33.742 [857.1]

42.797 [1087.1]

51.853 [1317.1] j n0.028 m[0.70] A B C j n0.028m [0.70] A B C

0.256n `0.005

6.5`0.13n[ ]

6X THRU TOP FLANGE

0.256n `0.005

6.5`0.13n[ ]

2X THRU TOP FLANGE

NOTES:

1. MATERIAL; STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm} AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "Side Beam 4in.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. All I-Beams to be laser welded and to meet the following standards for fabrication and welding:

ASTM A1069/A1069M

ASTM A1127/1127M

ASTM A554

AWS D1.6

ASME BPVC.IX-2019

EN 15614-11

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

G. MUSSI

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAK

11/6/2025

A A

B B

C C

D D

E E

F F

G G

H H

Corner I-Beam 2

N/A

2874228-02-06

SMALL CRP-SST FRAME

E

1/1 A0.5APPLICATION

QTY.NEXT ASSEMBLY

DUNE_FD2_SST_Frame_Small_Monobloc v2 - Corner I-Beam 2.ipt

Q.A.

ENGR MGR

ENGINEER

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DIMENSIONING & TOLERANCING IN

ACCORDANCE WITH ASME

Y14.5-1994

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-3

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

40.369`0.015

1025.4`0.38[ ]

1.130 [28.7]

7.874 [200.0]

26.772 [680.0]

1.575 [40.0]

0.347 [8.8]

1.969 [50.0]

0.544 [13.8]

0.315n `0.005

8.0`0.13n[ ]

4X THRU TOP FLANGE

0.236n `0.005

6.0`0.13n[ ]

2X THRU TOP FLANGE

11.975 [304.2]

0.583 [14.8]

1.496 [38.0] 0.335n `0.005

8.5`0.13n[ ]

2X THRU BOTTOM FLANGE

45° j n0.014m [0.35] A B C j n0.014m [0.35] A B C

A

B

C

C j n0.014 m[0.35] A B C

2.663 [67.6]( )

4.000 [101.6]( )

0.193 [4.9]( )

0.293 [7.4]( )

BOTTOM

TOP

1.550 [39.4]

3.893 [98.9]

0.394 [10.0] d 0.028 [0.7] A B C

32.480 [825.0]

0.866 [22.0] j n0.014m [0.35] A B C

0.256n `0.005

6.5`0.13n[ ]

THRU TOP FLANGE

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S4x7.7

NOTES:

1. MATERIAL; STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm} AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "Corner I-Beam 2.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. All I-Beams to be laser welded and to meet the following standards for fabrication and welding:

ASTM A1069/A1069M

ASTM A1127/1127M

ASTM A554

AWS D1.6

ASME BPVC.IX-2019

EN 15614-11

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

G. MUSSI

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A A

B B

C C

D D

E E

F F

G G

H H

Corner I-Beam 1

N/A

2874228-02-07

SMALL CRP-SST FRAME

E

1/1 A0.5APPLICATION

QTY.NEXT ASSEMBLY

DUNE_FD2_SST_Frame_Small_Monobloc v2 - Corner I-Beam 1.ipt

Q.A.

ENGR MGR

ENGINEER

CHECKED BY

DRAWN BY

Autodesk Inventor

DIMENSIONING & TOLERANCING IN

ACCORDANCE WITH ASME

Y14.5-1994

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-3

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

40.369`0.015

1025.4`0.38[ ]

2.663 [67.6]

11.975 [304.2]

0.583 [14.8]

1.496 [38.0]

0.335n `0.005

8.5`0.13n[ ]

2X THRU BOTTOM FLANGE

45°

2.663 [67.6]( )

4.000 [101.6]( )

0.293 [7.4]( )

0.193 [4.9]( )

B

A

C j n0.014m [0.35] A B C j n0.014m [0.35] A B C j n0.014m [0.35] A B C

BOTTOM

TOP

0.394 [10.0]

1.550 [39.4]

3.893 [98.9] d 0.028 [0.7] A B C

26.772 [680.0]

32.480 [825.0]

1.575 [40.0]

0.544 [13.8]

0.866 [22.0]

0.256n `0.005

6.5`0.13n[ ]

THRU TOP FLANGE

0.236n `0.005

6.0`0.13n[ ]

2X THRU TOP FLANGE

j n0.014m [0.35] A B C

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S4x7.7

NOTES:

1. MATERIAL; STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm} AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "Corner I-Beam 1.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. All I-Beams to be laser welded and to meet the following standards for fabrication and welding:

ASTM A1069/A1069M

ASTM A1127/1127M

ASTM A554

AWS D1.6

ASME BPVC.IX-2019

EN 15614-11

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

7.874 [200.0]

1.130 [28.7]

0.347 [8.8]

1.969 [50.0]

4X n0.315`0.01 THRU TOP FLANGE [4X n8.00`0.127 THRU TOP FLANGE]

C

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

G. MUSSI

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A A

B B

C C

D D

E E

F F

G G

H H

Side Beam

N/A

2874228-02-08

SMALL CRP-SST FRAME

E

1/1 A0.5APPLICATION

QTY.NEXT ASSEMBLY

DUNE_FD2_SST_Frame_Small_Monobloc v2 - Side Beam.ipt

Q.A.

ENGR MGR

ENGINEER

CHECKED BY

DRAWN BY

Autodesk Inventor

DIMENSIONING & TOLERANCING IN

ACCORDANCE WITH ASME

Y14.5-1994

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-3

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

3.821 [97.1]

3.937 [100.0]

1.969 [50.0]

0.760 [19.3]

1.811 [46.0]

0.492n `0.005

12.5`0.13n[ ]

6X THRU TOP FLANGE

58.823 0.030 0.000

1494.1 0.76 0.00

3.332 [84.6]( )

6.000 [152.4]( )

0.359 [9.1]( )

0.232 [5.9]( )

1.550 [39.4]

4X

0.394 [10.0]

4X A

B

C j n0.014m [0.35] A B C

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5

BOTTOM

TOP

d 0.028 [0.7] A B C

NOTES:

1. MATERIAL; STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm} AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "Side Beam.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. All I-Beams to be laser welded and to meet the following standards for fabrication and welding:

ASTM A1069/A1069M

ASTM A1127/1127M

ASTM A554

AWS D1.6

ASME BPVC.IX-2019

EN 15614-11

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

G. MUSSI

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A A

B B

C C

D D

E E

F F

G G

H H

Horizontal I-Beam

221 lbmass

2874228-02-09

SMALL CRP-SST FRAME

E

1/1 A0.16APPLICATION

QTY.NEXT ASSEMBLY

DUNE_FD2_SST_Frame_Small_Monobloc v2 - Horizontal I-Beam.ipt

Q.A.

ENGR MGR

ENGINEER

CHECKED BY

DRAWN BY

Autodesk Inventor

DIMENSIONING & TOLERANCING IN

ACCORDANCE WITH ASME

Y14.5-1994

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-3

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

211.024 0.060 0.000

5360.0 1.52 0.00

3.332 [84.6]( )

0.359 [9.1]( )

6.000 [152.4]( )

0.232 [5.9]( )

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5 d 0.028 [0.7] A B C

0.000 [0.0]

7.087 [180.0]

24.803 [630.0]

42.520 [1080.0]

60.236 [1530.0]

77.953 [1980.0]

95.669 [2430.0]

115.354 [2930.0]

133.071 [3380.0]

150.787 [3830.0]

168.504 [4280.0]

186.220 [4730.0]

203.937 [5180.0]

0.866 [22.0] j n0.028m [0.70] A B C

A

C

B

0.256n `0.005

6.5`0.13n[ ]

12X THRU TOP FLANGE

NOTES:

1. MATERIAL; STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm} AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "Horizontal I-Beam.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. All I-Beams to be laser welded and to meet the following standards for fabrication and welding:

ASTM A1069/A1069M

ASTM A1127/1127M

ASTM A554

AWS D1.6

ASME BPVC.IX-2019

EN 15614-11

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

G. MUSSI

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A A

B B

C C

D D

Side Beam - Short

N/A

2874228-02-10

SMALL CRP-SST FRAME

D

1/1 A1 / 2APPLICATION

QTY.NEXT ASSEMBLY

DUNE_FD2_SST_Frame_Small_Monobloc v2 - Side Beam - Short.ipt

Q.A.

ENGR MGR

ENGINEER

CHECKED BY

DRAWN BY

Autodesk Inventor

DIMENSIONING & TOLERANCING IN

ACCORDANCE WITH ASME

Y14.5-1994

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-3

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

12.837 [326.1]

1.142 [29.0]

3.937 [100.0]

1.969 [50.0]

3.332 [84.6]( )

0.359 [9.1]( )

6.000 [152.4]( )

0.232 [5.9]( )

0.394 [10.0]

2X

1.550 [39.4]

2X

0.760 [19.3]

1.811 [46.0]

0.492n `0.005

12.5`0.13n[ ]

6X THRU TOP FLANGE

A

C

B j n0.014m [0.35] A B C

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5

BOTTOM

TOP

d 0.028 [0.7] A B C

NOTES:

1. MATERIAL; STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm} AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "Side Beam - Short.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. All I-Beams to be laser welded and to meet the following standards for fabrication and welding:

ASTM A1069/A1069M

ASTM A1127/1127M

ASTM A554

AWS D1.6

ASME BPVC.IX-2019

EN 15614-11

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

G. MUSSI

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A A

B B

C C

D D

E E

F F

G G

H H

Center Beam - Short

N/A

2874228-02-11

SMALL CRP-SST FRAME

E

1/1 A1 / 2APPLICATION

QTY.NEXT ASSEMBLY

DUNE_FD2_SST_Frame_Small_Monobloc v2 - Center Beam - Short.ipt

Q.A.

ENGR MGR

ENGINEER

CHECKED BY

DRAWN BY

Autodesk Inventor

DIMENSIONING & TOLERANCING IN

ACCORDANCE WITH ASME

Y14.5-1994

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-3

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

26.912`0.030

683.6`0.76[ ]

1.083 [27.5]

7.874 [200.0]

0.682 [17.3]

1.969 [50.0]

0.315n `0.005

8.0`0.13n[ ]

4X THRU TOP FLANGE

3.701 [94.0]

5.591 [142.0]

0.780 [19.8]

1.772 [45.0]

0.386 [9.8]

2.559 [65.0]

0.244n `0.005

6.2`0.13n[ ]

2X THRU BOTTOM FLANGE

0.394n `0.005

10.0`0.13n[ ]

4X THRU BOTTOM FLANGE

3.332 [84.6]( )

0.359 [9.1]( )

0.232 [5.9]( )

6.000 [152.4]( )

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5 j n0.014m [0.35] A B C j n0.014m [0.35] A B C j n0.014m [0.35] A B C

A

B

C

1.550 [39.4]

2X 0.394 [10.0]

2X

TOP

BOTTOM

d 0.028 [0.7] A B C

NOTES:

1. MATERIAL; STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm} AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "Center Beam - Short.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. All I-Beams to be laser welded and to meet the following standards for fabrication and welding:

ASTM A1069/A1069M

ASTM A1127/1127M

ASTM A554

AWS D1.6

ASME BPVC.IX-2019

EN 15614-11

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

C

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

G. MUSSI

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A A

B B

C C

D D

E E

F F

G G

H H

Side Beam 4in - No Holes

5 lbmass

2874228-02-12

SMALL CRP-SST FRAME

E

1/1 A0.5APPLICATION

QTY.NEXT ASSEMBLY

DUNE_FD2_SST_Frame_Small_Monobloc v2 - Side Beam 4in - no holes.ipt

Q.A.

ENGR MGR

ENGINEER

CHECKED BY

DRAWN BY

Autodesk Inventor

DIMENSIONING & TOLERANCING IN

ACCORDANCE WITH ASME

Y14.5-1994

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN Inches [mm]

DIMENSIONS IN BRACKETS [x.xx] ARE IN mm AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-3

X.X -

X.XX -

X.XXX -

Break edges Min. - 0.01 in Break edges Max. - 0.02 in

58.823 0.030 0.000

1494.1 0.76 0.00

3.486 [88.6]

50.276`0.015

1277.0`0.38[ ]

1.575 [40.0]

2X

0.544 [13.8]

1.575 [40.0]

0.256n `0.005

6.5`0.13n[ ]

8X THRU TOP FLANGE

j n0.014m [0.35] A B C

A

C

B

2.663 [67.6]( )

0.293 [7.4]( )

4.000 [101.6]( )

0.193 [4.9]( )

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S4x7.7

BOTTOM

TOP

0.394 [10.0]

1.550 [39.4]

1.550 [39.4]

0.394 [10.0] d 0.028 [0.7] A B C

NOTES:

1. MATERIAL; STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm} AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "Side Beam 4in - No Holes.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. All I-Beams to be laser welded and to meet the following standards for fabrication and welding:

ASTM A1069/A1069M

ASTM A1127/1127M

ASTM A554

AWS D1.6

ASME BPVC.IX-2019

EN 15614-11

7. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

G. MUSSI

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A A

B B

Spacer Plate

2 lbmass

2874228-01-33 B

1/1 A1 : 1APPLICATION

QTY.NEXT ASSEMBLY

Spacer Plate.ipt

Q.A.

ENGR MGR

ENGINEER

CHECKED BY

DRAWN BY

Autodesk Inventor

DIMENSIONING & TOLERANCING IN

ACCORDANCE WITH ASME

Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

UNTOLERANCED DIMENSIONS ARE BASIC

DIMENSIONS ARE IN INCHES

DIMENSIONS IN BRACKETS [x.x]

ARE IN MM AND ARE FOR

REFERENCE ONLY

THIRD ANGLE

PROJECTION

FINISHBREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX. REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:WEIGHT:

kg

MODEL

NAME:

WEIGHT:

lbs.

NEXT

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONAL TOLERANCES

Physics Department / High-Energy Physics

A-3

2.663 [67.6]

2.559 [65.0]

1.000 [25.4]

B A

C

4X n0.256 THRU j Ø0.014 A B C d 0.020 [0.8] A B C

0.492 [12.5]

1.575 [40.0]

0.544 [13.8]

1.575 [40.0]

NOTES:

1. MATERIAL; STAINLESS STEEL TYPE 304L.

2. ALL DIMENSIONS ARE IN in[mm] AND ARE BASIC.

3. DIMENSIONS & TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

4. UNTOLERANCED DIMENSIONS ARE BASIC

5. DRAWING MAY BE USED WITH MODEL "Spacer Plate.stp"

VALUES QUERIED FROM 3-D DIGITAL DATA ARE BASIC.

6. SEE BSA VD CRP-SST-001

TECHNICAL SPECIFICATION

QA CATEGORY; A-2

This information is controlled by the U.S. Department of Commerce Export Administration Regulations 15 CFR Parts 730-774 as EAR99 Technology.

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED