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

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This document is a comprehensive technical drawing set for the DUNE (Deep Underground Neutrino Experiment) Large CRP-SST Frame Assembly, developed by Brookhaven National Laboratory for the Deep Underground Neutrino Experiment. The technical drawings detail multiple precision-engineered stainless steel (Type 304L) components for a complex frame structure, including various I-beams, plates, channels, and joining components. The design is meticulously specified with precise dimensional tolerances, welding requirements meeting both U.S. and European engineering standards (ASTM, ANSI, AWS, ASME), and export control classification under EAR99. The drawings are dated for manufacturing quotes in November 2025, with detailed technical specifications ensuring high-precision fabrication for a physics research application, specifically for the Deep Underground Neutrino Experiment's frame assembly.

The technical documentation includes 34 detailed engineering drawings covering individual component designs like Center Frame I-Beams, Side Module Assemblies, Corner Legs, Spacer Plates, and various specialized structural elements. Each drawing provides comprehensive manufacturing details including material specifications (stainless steel 304L), exact dimensional measurements, hole locations, welding specifications, and tolerance ranges. The components are designed for laser welding and must meet rigorous engineering standards from ASTM, ANSI, AWS, and European codes, with a Quality Assurance category of A-2. The entire assembly is controlled under U.S. Department of Commerce Export Administration Regulations (15 CFR Parts 730-774 as EAR99), indicating the technical sensitivity of the project.

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DETAIL A

SCALE .5DETAIL B

SCALE 0.5

12 PLACES DETAIL C

SCALE 0.5

2 PLACES

DETAIL D

SCALE 0.5

24 PLACES

DUNE_FD2_CRP_Top_Locating_Bracket_on_SSTON HAND - (DRW--CV6-00035931-CNRS)113

A4-70 STAINLESS FHCS M12X35mm LG 1024

ZINC PLATED GRADE 5 CARBON STEEL M6 HEX NUT 996

A4-70 STAINLESS M6 WASHER 8192

A4-70 Stainless M6 x 50mm LG SHCS 796

A4-70 STAINLESS SHCS M12X40mm LG 6128

A4-70 STAINLESS M12 SPLIT WASHER 5152

A4-70 STAINLESS M12 WASHER 4280

ZINC PLATED GRADE 5 CARBON STEEL M12 HEX NUT 3152

Large Frame Side Module Assembly2874228-01-0422

Large Frame Center Module Assembly2874228-01-0511

BILL OF MATERIALS

DESCRIPTIONPART NUMBERITEMQTY

A

B

C

D

A A

B B

C C

D D

E E

F F

G G

H H

FD2-superstr-Middle_set

N/A

2874228-01-01

LARGE CRP-SST FRAME ASSY

E

1/1 E0.09APPLICATION

QTY.NEXT ASSEMBLY

FD2-superstr-Middle_set.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

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

X.X -

X.XX -

X.XXX -

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

B INITIAL RELEASE N. JONIAK

C SHT 2,3 & 4 ALIGNED 6" & 4" I-BEAMS 3/25/2025 N. JONIAK

D ADDED CABLE TIE HOLES 6/25/2025 N. JONIAK

E ECN-FD2-001 RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAK

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 "FD2-superstr-Middle_set.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

d 0.059 [1.5] A B C

Large Frame Center Module Assembly

2874228-01-05

Large Frame Side Module Assembly

2874228-01-04

6 4 5 3

6 4 3 5

Large Frame Side Module Assembly

2874228-01-04

10 3 4

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

R. RUGGIERO

N. JONIAK

N. JONIAK

10/29/2025

10/29/2025

10/29/2025

M. ZHAO 10/29/2025

G. MUSSI 11/6/2025

SECTION B

SCALE 1 / 4

24 PLACESSECTION C-C

SCALE 0.25

DUNE_FD2_CRP_Top_Locating_Bracket_on_SSTON HAND - (DRW--CV6-00035931-CNRS)113

A4-70 STAINLESS FHCS M12X35mm LG 1024

ZINC PLATED GRADE 5 CARBON STEEL M6 HEX NUT 996

A4-70 STAINLESS M6 WASHER 8192

A4-70 Stainless M6 x 50mm LG SHCS 796

A4-70 STAINLESS SHCS M12X40mm LG 6128

A4-70 STAINLESS M12 SPLIT WASHER 5152

A4-70 STAINLESS M12 WASHER 4280

ZINC PLATED GRADE 5 CARBON STEEL M12 HEX NUT 3152

Large Frame Side Module Assembly2874228-01-0422

Large Frame Center Module Assembly2874228-01-0511

BILL OF MATERIALS

DESCRIPTIONPART NUMBERITEMQTY

A

A

C C

A A

B B

C C

D D

E E

F F

G G

H H

FD2-superstr-Middle_set

N/A

2874228-01-02

LARGE CRP-SST FRAME ASSY

E

1/3 E0.08APPLICATION

QTY.NEXT ASSEMBLY

FD2-superstr-Middle_set.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

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

+X

+Y

TOP

BOTTOM

SURVEY DATA

352.440 [8952.0]( )

264.094 [6708.0]( )

C

B d 0.056 [1.4] A B C c 0.02 [0.5]

298.450 [7580.6]( )

A1 A2

A3 A4

A5 A6

A7 A8A9A10

A11 A12

A13 A14

A15 A16A17A18

A19 A20

A21 A22

A23 A24

HOLE LOCATIONS

HOLE XDIM MEASURED X YDIM MEASURED Y ZDIM MEASURED Z DESCRIPTION

A1 92.894 -100.551 n0.315 x 0.236 [n8.0 x 6.0]

A2 143.169 -100.551 n0.315 x 0.236 [n8.0 x 6.0]

A3 92.894 -32.323 n0.315 x 0.236 [n8.0 x 6.0]

A4 143.169 -32.323 n0.315 x 0.236 [n8.0 x 6.0]

A5 92.894 32.323 n0.315 x 0.236 [n8.0 x 6.0]

A6 143.169 32.323 n0.315 x 0.236 [n8.0 x 6.0]

A7 92.894 100.551 n0.315 x 0.236 [n8.0 x 6.0]

A8 143.169 100.551 n0.315 x 0.236 [n8.0 x 6.0]

A9 25.138 100.551 n0.315 x 0.236 [n8.0 x 6.0]

A10 -25.138 100.551 n0.315 x 0.236 [n8.0 x 6.0]

A11 -25.138 32.323 n0.315 x 0.236 [n8.0 x 6.0]

A12 25.138 32.323 n0.315 x 0.236 [n8.0 x 6.0]

A13 -25.138 -32.323 n0.315 x 0.236 [n8.0 x 6.0]

A14 25.138 -32.323 n0.315 x 0.236 [n8.0 x 6.0]

A15 -25.138 -100.551 n0.315 x 0.236 [n8.0 x 6.0]

A16 25.138 -100.551 n0.315 x 0.236 [n8.0 x 6.0]

A17 -92.894 -100.551 n0.315 x 0.236 [n8.0 x 6.0]

A18 -143.169 -100.551 n0.315 x 0.236 [n8.0 x 6.0]

A19 -143.169 -32.323 n0.315 x 0.236 [n8.0 x 6.0]

A20 -92.894 -32.323 n0.315 x 0.236 [n8.0 x 6.0]

A21 -143.169 32.323 n0.315 x 0.236 [n8.0 x 6.0]

A22 -92.894 32.323 n0.315 x 0.236 [n8.0 x 6.0]

A23 -143.169 100.551 n0.315 x 0.236 [n8.0 x 6.0]

A24 -92.894 100.551 n0.315 x 0.236 [n8.0 x 6.0]

B1 -170.295 6.594 n20.000 THRU [n20.0 THRU]

B2 -170.295 -6.594 n20.000 THRU [n20.0 THRU]

B3 65.768 6.594 n20.000 THRU [n20.0 THRU]

B4 65.768 -6.594 n20.000 THRU [n20.0 THRU]

B5 -52.264 -6.594 n20.000 THRU [n20.0 THRU]

B6 -52.264 6.594 n20.000 THRU [n20.0 THRU]

209.435 [5319.6]( )

B1

B2

B3

B4B5

B6

0,0

VIEW LOOKING DOWN

A

5.000`0.005

127.0`0.13[ ]

CRITICAL DIM.

A

5.236 [133.0]( )

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

B INITIAL RELEASE N. JONIAK

C SHT 2,3 & 4 ALIGNED 6" & 4" I-BEAMS 3/25/2025 N. JONIAK

D ADDED CABLE TIE HOLES 6/25/2025 N. JONIAK

E ECN-FD2-001 RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAK

TOLERANCE FOR HOLES MARKED 'A' =

TOLERANCE FOR HOLES MARKED 'B' =

j n0.019m [0.5] A B C n0.197 m[5.0] B C j n0.014 m[0.36] A

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

5.000

0.591`0.010

15.0`0.25[ ]

0.591

0.591

0.591

0.591

0.591

0.591

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 "FD2-superstr-Middle_set.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.

HOLE LOCATIONS

10/29/2025

10/29/2025

10/29/2025

N. JONIAK

M. ZHAO

10/29/2025

N. JONIAK

R. RUGGIERO

DUNE_FD2_CRP_Top_Locating_Bracket_on_SSTON HAND - (DRW--CV6-00035931-CNRS)113

A4-70 STAINLESS FHCS M12X35mm LG 1024

ZINC PLATED GRADE 5 CARBON STEEL M6 HEX NUT 996

A4-70 STAINLESS M6 WASHER 8192

A4-70 Stainless M6 x 50mm LG SHCS 796

A4-70 STAINLESS SHCS M12X40mm LG 6128

A4-70 STAINLESS M12 SPLIT WASHER 5152

A4-70 STAINLESS M12 WASHER 4280

ZINC PLATED GRADE 5 CARBON STEEL M12 HEX NUT 3152

Large Frame Side Module Assembly2874228-01-0422

Large Frame Center Module Assembly2874228-01-0511

BILL OF MATERIALS

DESCRIPTIONPART NUMBERITEMQTY

G

G

A A

B B

C C

D D

E E

F F

G G

H H

FD2-superstr-Middle_set

N/A

2874228-01-02

LARGE CRP-SST FRAME ASSY

E

2/3 E0.08APPLICATION

QTY.NEXT ASSEMBLY

FD2-superstr-Middle_set.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

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

+X

+Y

TOP

BOTTOM

SURVEY DATA

352.440 [8952.0]( )

264.094 [6708.0]( )

C

B d 0.056 [1.4] A B C c 0.02 [0.5]

298.450 [7580.6]( )

209.435 [5319.6]( )

0,0

VIEW LOOKING DOWN

A

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

B INITIAL RELEASE N. JONIAK

C SHT 2,3 & 4 ALIGNED 6" & 4" I-BEAMS 3/25/2025 N. JONIAK

D ADDED CABLE TIE HOLES 6/25/2025 N. JONIAK

E ECN-FD2-001 RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAK

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 "FD2-superstr-Middle_set.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.

A12

A16

A14

A10

A11

A9

A13

A15

A3

A1

A7

A5 A4

A2

A6

A8

B8

B6

B7

B5

B3

B1

B4

B2

E5

E1

E6

E2

E7

E3

E8

E4

Hole Table

HOLE XDIM MEASURED X YDIM MEASURED Y DESCRIPTION

A1 -173.784 -131.002 n0.315 x 0.293 A2 173.784 -131.002 n0.315 x 0.293 A3 -175.175 -129.610 n0.315 x 0.293 A4 175.175 -129.610 n0.315 x 0.293 A5 -168.216 -125.434 n0.315 x 0.293 A6 168.216 -125.434 n0.315 x 0.293 A7 -169.608 -124.043 n0.315 x 0.293 A8 169.608 -124.043 n0.315 x 0.293 A9 -169.608 124.043 n0.315 x 0.293 A10 169.608 124.043 n0.315 x 0.293 A11 -168.216 125.434 n0.315 x 0.293 A12 168.216 125.434 n0.315 x 0.293 A13 -175.175 129.610 n0.315 x 0.293 A14 175.175 129.610 n0.315 x 0.293 A15 -173.784 131.002 n0.315 x 0.293 A16 173.784 131.002 n0.315 x 0.293 B1 -58.031 -129.331 n0.315 x 0.343 B2 58.031 -129.331 n0.315 x 0.343 B3 -58.031 -121.457 n0.315 x 0.343 B4 58.031 -121.457 n0.315 x 0.343 B5 -58.031 121.457 n0.315 x 0.343 B6 58.031 121.457 n0.315 x 0.343 B7 -58.031 129.331 n0.315 x 0.343 B8 58.031 129.331 n0.315 x 0.343 C1 -71.024 -1.083 n0.591 x 0.359 C2 -67.087 -1.083 n0.591 x 0.359 C3 -63.150 -1.083 n0.591 x 0.359 C4 63.150 -1.083 n0.591 x 0.359 C5 67.087 -1.083 n0.591 x 0.359 C6 71.024 -1.083 n0.591 x 0.359 C7 -71.024 1.083 n0.591 x 0.359 C8 -67.087 1.083 n0.591 x 0.359 C9 -63.150 1.083 n0.591 x 0.359 C10 63.150 1.083 n0.591 x 0.359 C11 67.087 1.083 n0.591 x 0.359 C12 71.024 1.083 n0.591 x 0.359 D1 -54.882 -1.083 n0.591 x 0.343 D2 -50.945 -1.083 n0.591 x 0.343 D3 -47.008 -1.083 n0.591 x 0.343 D4 47.008 -1.083 n0.591 x 0.343 D5 50.945 -1.083 n0.591 x 0.343 D6 54.882 -1.083 n0.591 x 0.343 D7 -54.882 1.083 n0.591 x 0.343 D8 -50.945 1.083 n0.591 x 0.343 D9 -47.008 1.083 n0.591 x 0.343 D10 47.008 1.083 n0.591 x 0.343 D11 50.945 1.083 n0.591 x 0.343 D12 54.882 1.083 n0.591 x 0.343 E1 -173.504 -0.984 n0.315 x 0.359 E2 -165.630 -0.984 n0.315 x 0.359 E3 165.630 -0.984 n0.315 x 0.359 E4 173.504 -0.984 n0.315 x 0.359 E5 -173.504 0.984 n0.315 x 0.359 E6 -165.630 0.984 n0.315 x 0.359 E7 165.630 0.984 n0.315 x 0.359 E8 173.504 0.984 n0.315 x 0.359

C12

C6D6

D12 D11

D5

D10

D4

D7

D1

D8

D2

D9

D3

C5

C11

C10

C4

C7

C1

C8

C2

C9

C3 n0.197 m[5.0] B C j n0.014 m[0.36] A

HOLE LOCATIONS

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

TOLERANCE FOR HOLES MARKED 'C' & 'D' = j n0.019m [0.5] A B C

10/29/2025

N. JONIAK 10/29/2025

R. RUGGIERO

10/29/2025

10/29/2025

M. ZHAO

N. JONIAK

DUNE_FD2_CRP_Top_Locating_Bracket_on_SSTON HAND - (DRW--CV6-00035931-CNRS)113

A4-70 STAINLESS FHCS M12X35mm LG 1024

ZINC PLATED GRADE 5 CARBON STEEL M6 HEX NUT 996

A4-70 STAINLESS M6 WASHER 8192

A4-70 Stainless M6 x 50mm LG SHCS 796

A4-70 STAINLESS SHCS M12X40mm LG 6128

A4-70 STAINLESS M12 SPLIT WASHER 5152

A4-70 STAINLESS M12 WASHER 4280

ZINC PLATED GRADE 5 CARBON STEEL M12 HEX NUT 3152

Large Frame Side Module Assembly2874228-01-0422

Large Frame Center Module Assembly2874228-01-0511

BILL OF MATERIALS

DESCRIPTIONPART NUMBERITEMQTY

D

D

A A

B B

C C

D D

E E

F F

G G

H H

FD2-superstr-Middle_set

N/A

2874228-01-02

LARGE CRP-SST FRAME ASSY

E

3/3 E0.06APPLICATION

QTY.NEXT ASSEMBLY

FD2-superstr-Middle_set.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

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

+Y

+X

TOP

BOTTOM

SURVEY DATA

352.440 [8952.0]( )

264.094 [6708.0]( )

C

B d 0.056 [1.4] A B C c 0.02 [0.5]

298.450 [7580.6]( )

209.435 [5319.6]( )

0,0

VIEW LOOKING DOWN

A

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

B INITIAL RELEASE N. JONIAK

C SHT 2,3 & 4 ALIGNED 6" & 4" I-BEAMS 3/25/2025 N. JONIAK

D ADDED CABLE TIE HOLES 6/25/2025 N. JONIAK

E ECN-FD2-001 RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAK

TOLERANCE FOR HOLES MARKED 'A' = 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 "FD2-superstr-Middle_set.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.

A13

A37

A21

A45 A44

A43 A42

A20

A19 A18

A41 A40

A17 A16

A15 A14

A39 A38

A48 A47 A46

A24 A23 A22

A93

A85

A61

A86

A62 A63

A87

A88

A64

A89

A65

A92

A68

A91

A67 A66

A90

A70 A71

A96 A95

A69

A94

A72

A84

A60

A83

A59

A82

A58 A57

A81

A73

A49 A50

A75

A51

A74 A78

A77

A56 A55 A54

A53 A52

A76 A79 A80

A1

A25

A2

A26

A3

A27 A28

A4

A32 A33

A34 A35 A36

A9 A10 A11 A12

A31

A7

A30

A6

A29

A5 A8

Hole Table

HOLE XDIM MEASURED X YDIM MEASURED Y DESCRIPTION

A13 82.677 -83.583 n0.512 x 0.359

A14 84.646 -83.583 n0.512 x 0.359

A15 86.614 -83.583 n0.512 x 0.359

A16 90.551 -83.583 n0.512 x 0.359

A17 92.520 -83.583 n0.512 x 0.359

A18 94.488 -83.583 n0.512 x 0.359

A19 96.457 -83.583 n0.512 x 0.359

A20 98.425 -83.583 n0.512 x 0.359

A21 100.394 -83.583 n0.512 x 0.359

A22 102.362 -83.583 n0.512 x 0.359

A23 104.331 -83.583 n0.512 x 0.359

A24 106.299 -83.583 n0.512 x 0.359

A37 82.677 -81.772 n0.512 x 0.359

A38 84.646 -81.772 n0.512 x 0.359

A39 86.614 -81.772 n0.512 x 0.359

A40 90.551 -81.772 n0.512 x 0.359

A41 92.520 -81.772 n0.512 x 0.359

A42 94.488 -81.772 n0.512 x 0.359

A43 96.457 -81.772 n0.512 x 0.359

A44 98.425 -81.772 n0.512 x 0.359

A45 100.394 -81.772 n0.512 x 0.359

A46 102.362 -81.772 n0.512 x 0.359

A47 104.331 -81.772 n0.512 x 0.359

A48 106.299 -81.772 n0.512 x 0.359

A61 82.677 81.772 n0.512 x 0.359

A62 84.646 81.772 n0.512 x 0.359

A63 86.614 81.772 n0.512 x 0.359

A64 90.551 81.772 n0.512 x 0.359

A65 92.520 81.772 n0.512 x 0.359

A66 94.488 81.772 n0.512 x 0.359

A67 96.457 81.772 n0.512 x 0.359

A68 98.425 81.772 n0.512 x 0.359

A69 100.394 81.772 n0.512 x 0.359

A70 102.362 81.772 n0.512 x 0.359

A71 104.331 81.772 n0.512 x 0.359

A85 82.677 83.583 n0.512 x 0.359

A86 84.646 83.583 n0.512 x 0.359

A87 86.614 83.583 n0.512 x 0.359

A88 90.551 83.583 n0.512 x 0.359

A89 92.520 83.583 n0.512 x 0.359

A90 94.488 83.583 n0.512 x 0.359

A91 96.457 83.583 n0.512 x 0.359

A92 98.425 83.583 n0.512 x 0.359

A93 100.394 83.583 n0.512 x 0.359

A94 102.362 83.583 n0.512 x 0.359

A95 104.331 83.583 n0.512 x 0.359

A96 106.299 83.583 n0.512 x 0.359

Hole Table

HOLE XDIM MEASURED X YDIM MEASURED Y DESCRIPTION

A1 -106.299 -83.583 n0.512 x 0.359

A2 -104.331 -83.583 n0.512 x 0.359

A3 -102.362 -83.583 n0.512 x 0.359

A4 -100.394 -83.583 n0.512 x 0.359

A5 -98.425 -83.583 n0.512 x 0.359

A6 -96.457 -83.583 n0.512 x 0.359

A7 -94.488 -83.583 n0.512 x 0.359

A8 -92.520 -83.583 n0.512 x 0.359

A9 -90.551 -83.583 n0.512 x 0.359

A10 -86.614 -83.583 n0.512 x 0.359

A11 -84.646 -83.583 n0.512 x 0.359

A12 -82.677 -83.583 n0.512 x 0.359

A25 -106.299 -81.772 n0.512 x 0.359

A26 -104.331 -81.772 n0.512 x 0.359

A27 -102.362 -81.772 n0.512 x 0.359

A28 -100.394 -81.772 n0.512 x 0.359

A29 -98.425 -81.772 n0.512 x 0.359

A30 -96.457 -81.772 n0.512 x 0.359

A31 -94.488 -81.772 n0.512 x 0.359

A32 -92.520 -81.772 n0.512 x 0.359

A33 -90.551 -81.772 n0.512 x 0.359

A34 -86.614 -81.772 n0.512 x 0.359

A35 -84.646 -81.772 n0.512 x 0.359

A36 -82.677 -81.772 n0.512 x 0.359

A49 -106.299 81.772 n0.512 x 0.359

A50 -104.331 81.772 n0.512 x 0.359

A51 -102.362 81.772 n0.512 x 0.359

A52 -100.394 81.772 n0.512 x 0.359

A53 -98.425 81.772 n0.512 x 0.359

A54 -96.457 81.772 n0.512 x 0.359

A55 -94.488 81.772 n0.512 x 0.359

A56 -92.520 81.772 n0.512 x 0.359

A57 -90.551 81.772 n0.512 x 0.359

A58 -86.614 81.772 n0.512 x 0.359

A59 -84.646 81.772 n0.512 x 0.359

A60 -82.677 81.772 n0.512 x 0.359

A72 106.299 81.772 n0.512 x 0.359

A73 -106.299 83.583 n0.512 x 0.359

A74 -104.331 83.583 n0.512 x 0.359

A75 -102.362 83.583 n0.512 x 0.359

A76 -100.394 83.583 n0.512 x 0.359

A77 -98.425 83.583 n0.512 x 0.359

A78 -96.457 83.583 n0.512 x 0.359

A79 -94.488 83.583 n0.512 x 0.359

A80 -92.520 83.583 n0.512 x 0.359

A81 -90.551 83.583 n0.512 x 0.359

A82 -86.614 83.583 n0.512 x 0.359

A83 -84.646 83.583 n0.512 x 0.359

A84 -82.677 83.583 n0.512 x 0.359

HOLE LOCATIONS

10/29/2025

N. JONIAK 10/29/2025

R. RUGGIERO

10/29/2025

10/29/2025

M. ZHAO

N. JONIAK

SECTION A-A

SCALE .25

24 PLACES

DUNE_FD2_CRP_Top_Locating_Bracket_on_SSTON HAND - (DRW--CV6-00035931-CNRS)113

A4-70 STAINLESS FHCS M12X35mm LG 1024

ZINC PLATED GRADE 5 CARBON STEEL M6 HEX NUT 996

A4-70 STAINLESS M6 WASHER 8192

A4-70 Stainless M6 x 50mm LG SHCS 796

A4-70 STAINLESS SHCS M12X40mm LG 6128

A4-70 STAINLESS M12 SPLIT WASHER 5152

A4-70 STAINLESS M12 WASHER 4280

ZINC PLATED GRADE 5 CARBON STEEL M12 HEX NUT 3152

Large Frame Side Module Assembly2874228-01-0422

Large Frame Center Module Assembly2874228-01-0511

BILL OF MATERIALS

DESCRIPTIONPART NUMBERITEMQTY

A

A

A A

B B

C C

D D

E E

F F

G G

H H

FD2-superstr-Middle_set

N/A

2874228-01-03

LARGE CRP-SST FRAME ASSY

E

1/1 E0.08APPLICATION

QTY.NEXT ASSEMBLY

FD2-superstr-Middle_set.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

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

X.X -

X.XX -

X.XXX -

TOP

BOTTOM

VIEW LOOKING DOWN

352.440 [8952.0]( )

264.094 [6708.0]( )

C

209.435 [5319.6]( )

B

0.078 [2.0]c

0.02 [0.5] / 60.0 [1524.0]

A

ALL 6" & 4" IBEAMS

b 0.020 B 298.450 [7580.6]( )

5.000 [127.0]( )

SEE DWG# 2874228-01-02

A

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

B INITIAL RELEASE N. JONIAK

C SHT 2,3 & 4 ALIGNED 6" & 4" I-BEAMS 3/25/2025 N. JONIAK

D ADDED CABLE TIE HOLES 6/25/2025 N. JONIAK

E ECN-FD2-001 RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAK

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 "FD2-superstr-Middle_set.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

Center I-Beam - Long 22874228-01-1082

Center I-beam - Short2874228-01-1171

Corner Leg - Left2874228-01-1661

Side I-Beam2874228-01-1351

4in I-Beam2874228-01-0741

T-Plate22874228-01-2431

Corner Leg - Right2874228-01-1521

Lift Ibeam2874228-01-1212

BILL OF MATERIALS

DESCRIPTIONPART NUMBERITEMQTY

Center FromeSide - Channel2874228-01-21201

4in I-Beam - Short2874228-01-08191

4in I-Beam - Short - Mirror2874228-01-31181

4in I-Beam - Short - No Holes2874228-01-30172

4in I-Beam-mirror2287428-01-29161

4in I-Beam - No Holes2874228-01-28152

Spacer Plate2874228-01-33 148

Joining-Plate 12874228-01-27131

Plate - 2 TOP2874228-01-26126

Plate - 12874228-01-25118

Center I-Beam - Long2874228-01-17102

Center I-beam2874228-01-1491

BILL OF MATERIALS

DESCRIPTIONPART NUMBERITEMQTY

A

A

A A

B B

C C

D D

E E

F F

G G

H H

Large Frame Side Module Assembly

N/A

2874228-01-04

LARGE CRP-SST FRAME ASSY

E

1/1 A0.08APPLICATION

QTY.NEXT ASSEMBLY

Large Frame Side Module Assembly.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

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

11 11

11 11

1611 18

15 1711 11

TOP BOTTOM B

0.000 [0.0]

WELDMENT ASSEMBLY TOLERANCES

WELDING SPECIFICATIONS

SEE NOTE 6

27.822 [706.7]

28.157 [715.2]

81.011 [2057.7]

104.717 [2659.8]

28.157 [715.2]

81.011 [2057.7]

104.717 [2659.8]

264.094 0.060 0.000

6708.0 1.52 0.00

117.204 0.030 0.000

2977.0 0.76 0.00

45°

45°

100.433 [2551.0]

79.724 [2025.0]

26.535 [674.0]

26.535 [674.0]

79.724 [2025.0]

100.433 [2551.0]

4.000 [101.6]( )

3.332 [84.6]

GRIND WELDS FLUSH

TO TOP OF I-BEAM

4 PLACES

86.877 [2206.7]

90.209 0.030 0.000

2291.3 0.76 0.00

2.160 [54.9] f 0.028 [0.75] 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 "Large Frame Side Module Assembly.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.

0.078 [2.0]c

0.02 [0.5] / 60.0 [1524.0]

A c 0.078 [2.00] b 0.039 [1.00] A B

C f 0.020 [0.5] B f 0.020 [0.5] B f 0.020 [0.5] B f 0.020 [0.5] B f 0.020 [0.5] B f 0.020 [0.5] B

5.000 [127.0]( )

SEE DWG# 2874228-01-02

A

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

G. MUSSI

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A ECN-FD2-001 RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAK

11/6/2025

Center Frame I-Beam 1 - No Holes2874228-01-32112

Spacer Plate2874228-01-33 108

Plate - 2 TOP2874228-01-26912

Plate - 12874228-01-2588

Center Frame I-Beam 12874228-01-2272

Center Frame 4in I-Beam 12874228-01-0962

Center Frame - 4in - I-Beam - 22874228-01-1954

Center Frame - Center I-Beam2874228-01-2341

Center Frame - 4in - I-Beam -12874228-01-1834

Center FromeSide - Channel2874228-01-2122

Center Frame - 4in - I-Beam - 32874228-01-2014

BILL OF MATERIALS

DESCRIPTIONPART NUMBERITEMQTY

A

A

A A

B B

C C

D D

E E

F F

G G

H H

Large Frame Center Module Assembly

N/A

2874228-01-05

LARGE CRP-SST FRAME ASSY

E

1/1 A0.07APPLICATION

QTY.NEXT ASSEMBLY

Large Frame Center Module Assembly.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

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

3 3

8 8

8 8

TOP BOTTOM

C

B

0.

[2 5.

0]

7.

[2

3.

0]

100.551 [2554.0]

.8

[8

.5

.15

[2

7.

5]

122.351 [3107.7]( )

260.827 [6625.0]( )

104.717 [2659.8]

84.343 [2142.3]

30.820 [782.8]

30.820 [782.8]

84.343 [2142.3]

104.717 [2659.8]

A

0.078 [2.0] c

0.02 [0.5] 60.0 [1524.0]

79.724 [2025.0]

26.535 [674.0]

26.535 [674.0]

79.724 [2025.0]

100.433 [2551.0]

100.433 [2551.0]

0.000 [0.0]

WELDMENT ASSEMBLY TOLERANCES

c 0.078 [2.00] / 32 x 32 b 0.039 [1.00] C f 0.039 [1.00] C

6.000 [152.4]( )

5.000 [127.0]( )

209.435 0.030 0.000

5319.6 0.76 0.00

2.160 [54.9]

6X 2.160 [54.9]

6X

118.031 0.030 0.000

2998.0 0.76 0.00

130.413 [3312.5]

5.000 [127.0]( )

SEE DWG# 2874228-01-02

A

WELDING SPECIFICATIONS

AT SHOPS OPTION

SEE NOTE 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 "Large Frame Center Module Assembly.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.

118.031 [2998.0]( ) f 0.020 [0.5] B f 0.020 [0.5] B f 0.020 [0.5] B f 0.020 [0.5] B f 0.020 [0.5] B f 0.020 [0.5] B

3.332 [84.6]( )

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

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A ECN-FD2-001 RELEASED FOR MANUFACTURING QUOTES 11/3/2025 N. JONIAK

A A

B B

C C

D D

E E

F F

G G

H H

4in I-Beam

17 kg

2874228-01-07

LARGE CRP-SST FRAME ASSY

E

1/1 A1 / 2APPLICATION

QTY.NEXT ASSEMBLY

4in 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

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

58.823 0.030 0.000

1494.1 0.76 0.00

3.486 [88.6]

1.575 [40.0]

2X

50.276`0.030

1277.0`0.76[ ]

0.544 [13.8]

2X

1.575 [40.0]

2X

0.256n `0.005

6.5`0.13n[ ]

8X THRU TOP FLANGE

A

B

C

2.663 [67.6]( )

4.000 [101.6]( )

0.193 [4.9]( )

0.293

[7.4]( )TOP

BOTTOM

j n0.014m [0.35] A B C d 0.028 [0.7] A B C

1.550 [39.4]

0.394 [10.0]

1.550 [39.4]

0.394 [10.0]

8.939 [227.1]

1.575 [40.0]

15.160 [385.1]

31.498 [800.1]

47.837 [1215.1]

2.119 [53.8]

1.797 [45.6] j n0.028m [0.70] A B C

0.256n `0.005

6.5`0.13n[ ]

5X 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 "4in 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

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

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

A A

B B

C C

D D

E E

F F

G G

H H

4in I-Beam - Short

8 kg

2874228-01-08

LARGE CRP-SST FRAME ASSY

E

1/1 A1 / 2APPLICATION

QTY.NEXT ASSEMBLY

4in I-Beam - Short.ipt

Q.A.

ENGR MGR

ENGINEER

CHECKED BY

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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

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

2.663 [67.6]( )

0.293 [7.4]( )

0.193 [4.9]( )

4.000 [101.6]( )

28.935 0.030 0.000

735.0 0.76 0.00 d 0.028 [0.7] A B C

1.550 [39.4] 1.723

[43.8]

0.394 [10.0]

0.394 [10.0]

5.120 [130.1]

16.339 [415.0]

1.797 [45.6] j n0.028m [0.70] A B C

A

B

C

0.256n `0.005

6.5`0.13n[ ]

2X 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 "4in I-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

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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

A A

B B

C C

D D

E E

F F

G G

H H

Center Frame 4in I-Beam 1

N/A

2874228-01-09

LARGE CRP-SST FRAME ASSY

E

1/1 A1 / 4APPLICATION

QTY.NEXT ASSEMBLY

Center Frame 4in 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

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

d 0.028 [0.7] A B C

117.157 0.060 0.000

2975.8 1.52 0.00

1.723 [43.8]

4X

0.394 [10.0]

4X

3.332 [84.6]( )

0.232 [5.9]( )

0.343 [8.7]( )

6.000 [152.4]( )

B

A

C

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5

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 Frame 4in 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

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

A A

B B

C C

D D

E E

F F

G G

H H

Center I-Beam - Long 2

38 kg

2874228-01-10

LARGE CRP-SST FRAME ASSY

E

1/1 A1 / 4APPLICATION

QTY.NEXT ASSEMBLY

Center I-Beam - Long 2.ipt

Q.A.

ENGR MGR

ENGINEER

CHECKED BY

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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

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

82.445 0.030 0.000

2094.1 0.76 0.00

3.332 [84.6]( )

6.000 [152.4]( )

0.232 [5.9]( )

0.359 [9.1]( ) d 0.028 [0.7] A B C

1.550 [39.4]

4X

0.394 [10.0]

4X

B

A

C

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5

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 I-Beam - Long 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

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 I-beam - Short

N/A

2874228-01-11

LARGE CRP-SST FRAME ASSY

E

1/1 A1 / 2APPLICATION

QTY.NEXT ASSEMBLY

Center I-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

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

j n0.014m [0.35] A B C

TOP

BOTTOM

d 0.028 [0.7] A B C

0.315n `0.005

8.0`0.13n[ ]

4X THRU TOP FLANGE

7.874 [200.0]

0.682 [17.3]

1.969 [50.0]

26.912 0.030 0.000

683.6 0.76 0.00

17.955 [456.1]

3.332 [84.6]( )

0.232 [5.9]( )

0.359 [9.1]( )

6.000 [152.4]( )

1.550 [39.4]

2X

0.394 [10.0]

2X

21.321 [541.6]

22.030 [559.6]

1.181 [30.0]

0.386 [9.8] 0.780

[19.8]

1.772 [45.0]

0.394n `0.005

10.0`0.13n[ ] 4X THRU BOTTOM FLANGE 0.244n `0.005

6.2`0.13n[ ]

2X THRU BOTTOM FLANGE

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

A

B

C

2.559 [65.0]

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5

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 I-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

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

Lift Ibeam

N/A

2874228-01-12

LARGE CRP-SST FRAME ASSY

E

1/1 A1 / 4APPLICATION

QTY.NEXT ASSEMBLY

Lift Ibeam.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

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

TOP

BOTTOM

87.990 0.030 0.000

2235.0 0.76 0.00

23.224 [589.9]

3.937 [100.0]

1.969 [50.0]

31.098 [789.9]

15.748 [400.0]

8X 1.969 =

0.760 [19.3]

1.811 [46.0]

0.512n `0.005

13.0`0.13n[ ]

24X THRU TOP FLANGE

j n0.014m [0.35] A B C

1.723 [43.8]

4X

0.394 [10.0]

4X

3.332 [84.6]( )

6.000 [152.4]( )

0.232 [5.9]( )

0.359 [9.1]( )

B

A

C d 0.028 [0.7] A B C

1.969 [50.0]( )

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5

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 "Lift Ibeam.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

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 I-Beam

100 kg

2874228-01-13

LARGE CRP-SST FRAME ASSY

E

1/1 A0.125APPLICATION

QTY.NEXT ASSEMBLY

Side 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

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

d 0.028 [0.7] A B C

211.024 0.030 0.000

5360.0 0.76 0.00

3.332 [84.6]( )

0.359 [9.1]( )

0.232 [5.9]( )

6.000 [152.4]( )

9.055 [230.0]

0.866 [22.0]

192.913 [4900.0]

11X 17.717 =

17.717 [450.0]( )

B

C

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

0.256n `0.005

6.5`0.13n[ ]

12X THRU TOP FLANGE

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5

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

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 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

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

A A

B B

C C

D D

E E

F F

G G

H H

Center I-beam

N/A

2874228-01-14

LARGE CRP-SST FRAME ASSY

E

1/1 A1/4APPLICATION

QTY.NEXT ASSEMBLY

Center 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

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

87.797 0.030 0.000

2230.1 0.76 0.00

2.697 [68.5]

7.874 [200.0]

0.682 [17.3]

1.969 [50.0]

0.354n `0.005

9.0`0.13n[ ]

4X THRU TOP FLANGE

j n0.014m [0.35] A B C

3.504 [89.0]

0.583 [14.8]

2.165 [55.0]

5.531 [140.5]

1.181 [30.0]

7.421 [188.5]

0.780 [19.8]

1.772 [45.0]

0.386 [9.8]

2.559 [65.0]

0.591n `0.005

15.0`0.13n[ ]

2X THRU BOTTOM FLANGE

j n0.014m [0.35] A B C

0.394n `0.005

10.0`0.13n[ ]

4X THRU BOTTOM FLANGE

j n0.014m [0.35] A B C

0.244n `0.005

6.2`0.13n[ ]

2X THRU BOTTOM FLANGE

j n0.014m [0.35] A B C

1.530 [38.9]

4X

0.394 [10.0]

4X

3.504 [89.0]

7.874 [200.0]

3.937 [100.0]

3.504 [89.0]

0.583 [14.8]

2.165 [55.0]

A

B

C

TOP

BOTTOM

d 0.028 [0.7] A B C

3.332 [84.6]( )

0.359 [9.1]( )

6.000 [152.4]( )

0.232 [5.9]( )

3.332 [84.6]

0.591n `0.005

15.0`0.13n[ ]

6X THRU TOP FLANGE

j n0.014m [0.35] A B C

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5

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

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 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

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

A A

B B

C C

D D

E E

F F

G G

H H

Corner Leg - Right

N/A

2874228-01-15

LARGE CRP-SST FRAME ASSY

E

1/1 A1 / 2APPLICATION

QTY.NEXT ASSEMBLY

Corner Leg - Right.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

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

40.369 0.030 0.000

1025.4 0.76 0.00

1.130 [28.7]

7.874 [200.0]

0.347 [8.8]

1.969 [50.0]

11.975 [304.2]

0.583 [14.8]

1.496 [38.0]

0.335n `0.005

8.5`0.13n[ ]

2X THRU BOTTOM FLANGE

j n0.014m [0.35] A B C

4.000 [101.6]( )

2.663 [67.6]( )

0.193 [4.9]( )

0.293 [7.4]( )

0.315n `0.005

8.0`0.13n[ ]

4X THRU TOP FLANGE

j n0.014 [0.35] A B C

B

C

A

B

C

TOP

BOTTOM

d 0.028 [0.7] A B C

0.394 [10.0]

1.550 [39.4]

3.893 [98.9]

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S4x7.7

45°

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

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 Leg - Right.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

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

A A

B B

C C

D D

E E

F F

G G

H H

Corner Leg - Left

N/A

2874228-01-16

LARGE CRP-SST FRAME ASSY

E

1/1 A1 / 2APPLICATION

QTY.NEXT ASSEMBLY

Corner Leg - Left.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

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

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

0.315n `0.005

8.0`0.13n[ ]

4X THRU TOP FLANGE

1.130 [28.7]

7.874 [200.0]

0.347 [8.8]

1.969 [50.0]

40.369 0.030 0.000

1025.4 0.76 0.00

11.975 [304.2]

0.583 [14.8]

1.496 [38.0]

0.335n `0.005

8.5`0.13n[ ]

2X THRU BOTTOM FLANGE

2.663 [67.6]( )

4.000 [101.6]( )

0.193 [4.9]( )

0.293

[7.4]( )TOP

BOTTOM

d 0.028 [0.7] A B C

0.394 [10.0]

1.550 [39.4]

3.893 [98.9]

B

A

C

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S4x7.7

45°

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

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 Leg - Left.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

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

A A

B B

C C

D D

E E

F F

G G

H H

Center I-Beam - Long

10 kg

2874228-01-17

LARGE CRP-SST FRAME ASSY

E

1/1 A1 / 2APPLICATION

QTY.NEXT ASSEMBLY

Center I-Beam - Long.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

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

TOP

BOTTOM

d 0.028 [0.7] A B C

22.719 0.030 0.000

577.1 0.76 0.00

0.394 [10.0]

2X

1.550 [39.4]

2X

6.000 [152.4]( )

3.332 [84.6]( )

0.359 [9.1]( )

0.232 [5.9]( )

B

A

C

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S6x12.5

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

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 I-Beam - Long.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

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

A A

B B

C C

D D

E E

F F

G G

H H

Center Frame - 4in - I-Beam -1

N/A

2874228-01-18

LARGE CRP-SST FRAME ASSY

E

1/1 A1 / 2APPLICATION

QTY.NEXT ASSEMBLY

Center Frame - 4in - 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

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

20.496 0.030 0.000

520.6 0.76 0.00

1.235 [31.4]

2X

0.394 [10.0]

2X

2.663 [67.6]( )

4.000 [101.6]( )

0.293 [7.4]( )

0.193 [4.9]( ) d 0.028 [0.7] A B C

1.550 [39.4]

0.394 [10.0]

B

A

C

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S4x7.7

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

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 Frame - 4in - 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

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

A A

B B

C C

D D

E E

F F

G G

H H

Center Frame - 4in - I-Beam - 2

N/A

2874228-01-19

LARGE CRP-SST FRAME ASSY

E

1/1 A1 / 2APPLICATION

QTY.NEXT ASSEMBLY

Center Frame - 4in - I-Beam - 2.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

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

52.976 0.030 0.000

1345.6 0.76 0.00

1.235 [31.4]

2X

0.394 [10.0]

2X

2.663 [67.6]( )

4.000 [101.6]( )

0.193 [4.9]( )

0.293 [7.4]( ) d 0.028 [0.7] A B C

0.394 [10.0]

1.550 [39.4]

B

A

C

STAINLESS STEEL 304L

LASER WELDED S-SHAPE S4x7.7

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

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 Frame - 4in - I-Beam - 2.stp"

V…

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