Fortis_Design_Brief_Appendix_A_06_28_21.pdf

FORTIS 8-AXLE SNF RAILCAR

DESIGN DOCUMENTATION

APPENDIX A – DESIGN DRAWINGS AND DETAILS

June 2021

PARTS LIST

DESCRIPTIONQTYPART NUMBERITEM

CARBODY PLATFORM WELDMENT1DOE-WD-10151

SPAN BOLSTER STRUCTURE WELDMENT- B END1DOE-WD-10172

125 TON SWING MOTION TRUCKS1DOE-ASY-10013

HANDBRAKE APPLICATION ARRANGEMENT1DOE-ASY-10024

AIR BRAKE APPLICATION ARRANGEMENT1DOE-ASY-10035

SAFETY APPLIANCE ARRANGEMENT- B END1DOE-ASY-10046

UNCOUPLING ARRANGEMENT1DOE-ASY-10057

DRAFT GEAR & COUPLER ARRANGEMENT1DOE-ASY-10068

SPAN BOLSTER STRUCTURE WELDMENT- A END1DOE-WD-10189

SAFETY APPLIANCE ARRANGEMENT - A END1DOE-ASY-100810

STENCIL ARRANGEMENT1DOE-ASY-100911

BADGE PLATE1DOE-ASY-101212

LOCKING PIN ARRANGEMENT1DOE-ASY-101313

A A

B B

C C

D D

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GENERAL ARRANGEMENT

125T SWING MOTION TRUCKS

WITH SPAN BOLSTER

8 AXLE - DOE FLAT CAR

SIZE

SHARMA & ASSOCIATES, INC.

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A

TITLE

SCALE

1 /32

ALL DIMENSIONS IN INCHES

TOLERANCES UNLESS NOTED

FRACTIONS +/- 1/8

TWO PLACE DEC. +/- .125

THREE PLACE DEC. +/- 0.063

ANGLES +/- 1°

73"

[6'-1"]

[35'-10"]

TRUCK CENTER

34 1/2

754 1/2

[62'-10

(OVER PULLING FACES)

[60'-3"]

OVER STRIKERS

AAR CLEARANCE DIAGRAM

PLATE E

10'-8" MAXIMUM WIDTH

TOP OF RAIL

128 REF

[4'-5"]

189 REF

SPECIFICATION

1. CAR DIMENSIONS

COUPLING LENGTH: 62'-10 1/2"

TRUCK CENTER: 35'-10"

CAR WIDTH: 10'-8"

DECK HEIGHT FROM TOR: 53"

1. ESTIMATED LIGHT WEIGHT: 147,000 LBS

2. GROSS RAIL LOAD: 630,000LBS

3. LOAD LIMIT:483,000 LBS

4. TRUCKS HAVE 38" DIAMETER WHEEL

5. GROUP "O" HANDBRAKE MOUNTED ON "B" END OF THE CAR

6. ALL TRUCKS EQUIPPED WITH TRUCK MOUNTED PNEUMATIC BRAKES.

7. EQUIPPED WITH M901G DRAFT GEAR

8. EQUIPPED WITH SE60EE COUPLER

56 3/4

101 3/4

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

END STOP ATTACHMENT BLOCKDOE-MT-0028 41

ENDSILL PLATEDOE-MT-002922

LIFTING LUGDOE-MT-003043

GUSSET 4DOE-MT-003144

GUSSET 3DOE-MT-003225

GUSSET 1DOE-MT-003346

GUSSET 2DOE-MT-003427

GUSSET 6DOE-MT-0035 128

GUSSET 2-INSIDEDOE-MT-003629

GUSSET 3-INSIDEDOE-MT-0037 210

SHEAR BLOCKDOE-MT-0038211

GUSSET 7DOE-MT-0039212

GUSSET 5DOE-MT-0040213

GUSSET 8-INSIDEDOE-MT-0042214

GUSSET 9- INSIDEDOE-MT-0045 215

END STOP ATTACHMENT OUTER BLOCKDOE-MT-0046216

END STOP ATTACHMENT OUTER BLOCKDOE-MT-0047 217

PLATFORM ASSEMBLYDOE-WD-1001118

CENTERSILL ASSEMBLYDOE-WD-1002119

SIDESILL ASSEMBLYDOE-WD-1004220

TRANSVERSE SUPPORT ASSEMBLYDOE-WD-1005421

CENTER TRANSVERSE SUPPORT ASSEMBLY DOE-WD-1006222

TRANSVERSE SUPPORT ASSEMBLY 1DOE-WD-1007423

TRANSVERSE SUPPORT ASSEMBLY 2DOE-WD-1008424

JACKING PAD WELDMENTDOE-WD-1011425

BODY BOLSTER ASSEMBLYDOE-WD-1012226

END CENTER SILL WELDMENTDOE-WD-1013 227

A A

B B

C C

D D

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CAR BODY PLATFORM

8 AXLE - DOE FLAT CAR

SIZE

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WEIGHT : 72800 SCALE: 1 : 25

FRACTIONS +/- 1/16

TWO PLACE DEC. +/- .030

THREE PLACE DEC. +/- 0.010

ANGLES +/- 1/2 DEGREE

NOTES:

1. ALL WELDS TO CONFORM TO ANSI/AWS D15.1

2. ALL WELDS TO HAVE A MINIMUM ELECTRODE ULTIMATE STRENGTH OF 80 KSI (E80)

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1 (USE CLASS 1 ACCEPTANCE CRITERIA)

4. CRITICAL WELD - 100% MAGNETIC PARTICLE, DYE PENETRANT, OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON WELDS PER AWS D15.1

5. CJP BUTT WELD - 100% X-RAY OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON WELDS PER AWS D15.1

6. PERFORM NDT ON 10% OF ALL OTHER WELDS

7. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR

8. DRILL HOLES, SLOTS AND THREADED HOLES ON ITEMS #1, #16 AND #17 AFTER WELDING (SEE PART DRAWINGS).

9. ALL LUG AND SHEAR KEY WELDS ARE CRITICAL WELDS AS DEFINED BY AAR S-2043

10. ADD 1 INCH CAMBER AT LONGITUDINAL CENTER OF THE CAR WHILE MAINTAINING ZERO(0) CAMBER AT BOTH CENTERPLATES.

11. PREHEAT AS PER AWS D15.1, TABLE 8.2 BEFORE WELDING.

SECTION AB-AB

SCALE 1 : 10

SECTION AC-AC

SCALE 1 : 10

SECTION AD-AD

SCALE 1 : 10

A

A

B

B

H

H

J

J

K

K

N

N

P P

V

V

M

M

W

W

AB AB

AC

AC

AD

AD

AF AF

AE AE

A A

B B

C C

D D

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128 REF

598 REF

REF

CAR

(7/8)

7/8

2 PLACES

NOTE 4

CARBODY SYMMETRIC

ABOUT CENTERLINE CAR

CAR

30 30

REF

68 1/868 1/8

11 1/4

11 1/162X

11 1/162X

36 1/42X

36 1/42X

148 1/2

148 1/2

REF

150 3/4

259 3/8

CARBODY SYMMETRIC

ABOUT CENTERLINE

SEE CAMBER NOTE# 10

128 REF.

B

1/16 B

1/16 A

H

1/16 B

1/16 A

G

E

F

1/16 C-D

1/16 A

2X

C

M

TOP OF

PLATFORM

1/16 B

1/16 A

K

1/16 B

1/16 A

1/16 F G

N

1/16 N H

J

A3

A2

A1

D

SECTION A-A

SCALE 1 : 20

SECTION B-B

SCALE 1 : 20

DETAIL C

SCALE 1 : 5

DETAIL D

SCALE 1 : 5

DETAIL E

SCALE 1 : 5

SECTION V-V

SCALE 1 : 10

DETAIL C

DETAIL D

DETAIL E

T

T

U

U

A A

B B

C C

D D

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1 1/2

(1/2)

5/8

4 PLACES

84 REF 215 215

150 3/8

56 1/2

CARBODY SYMMETRIC

ABOUT CENTERLINE

CAR

53 1/2 53 1/2

2 7/16(2 1/2)

4 PLACES

NOTE 5

8 PLACES

5/16(3/8)

3/16

BACKGOUGE

1/2

4 PLACES

62 1/2 62 1/2

(1/2)

1/8

(1/2)

1/8

4 PLACES

NOTE 4

52 3/8 52 3/8

40 5/8

13 5/8

12 5/8

5 1/4

5 3/4

12 1/8

13 5/8

20 3/8

63 1/4 63 1/4

148 1/2148 1/2

48 REF48 REF

15/16(1)

3/8

15/16(1)

3/8

BACKGOUGE

4 PLACES

NOTE 4

1 1/4 REF

1 REF

34 5/8

SECTION H-H

SECTION J-J

SCALE 1 : 10

SECTION K-K

SCALE 1 : 10

VIEW N-N

SCALE 1 : 10

SECTION P-P

SCALE 1 : 10

SECTION AF-AF

SCALE 1 : 10

SECTION AE-AE

SCALE 1 : 10

A A

B B

C C

D D

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5/16(3/8)

3/16(1/4)

3/16

3/16(1/4)

11/16(3/4)

3/16

2 PLACES

NOTE 4

5/16(3/8)

12 PLACES

1/4(5/16)

1/4(5/16)

11/16

5 1/4

1 1/8

1 7/16 (1 1/2)

3/8

2 PLACES

NOTE 5

15/16(1)

1/4

4 PLACES

NOTE 5

1 7/16(1 1/2)

3/8

2 PLACES

NOTE 5

11/16(3/4)

1/4

4 PLACES

NOTE 4

9/16(5/8)

1/4

2 PLACES

NOTE 5

2 7/16(2 1/2)

G

2 PLACES

NOTE 5

(7/8)

7/8

2 PLACES

5/16(3/8)

1/4

5/16(3/8)

1/4

BACKGOUGE

2 PLACES

NOTE 4

34 5/8

40 5/8

40 5/8

34 5/8 REF

2 1/2 REF

2 1/2 REF

3/4 REF16 1/2

REF

9 3/8

REF

23 REF

128 REF

117 REF

12 5/8

3/4 REF

1/16 M J

17 1

L

1/16 L K

SECTION T-T

SECTION U-U

SCALE 1 : 10

SECTION M-M

SCALE 1 : 10

SECTION W-W

SCALE 1 : 10

A A

B B

C C

D D

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11/16(3/4)

15/16(1)

5/16(3/8)

8 PLACES

16 PLACES

(1)

8 PLACES

NOTE 4

11 1/16

36 1/4

93 REF

116 1/2 REF

11 1/16

36 1/4

SCALE 1 : 12

BREAK-OUT DETAIL C

SCALE 1 : 6

SECTION B-B

DETAIL D

SCALE 1 : 6

PARTS LIST

QTYDESCRIPTIONPART NUMBERITEM

1PLATFORMDOE-MT-00011

4CENTER BLOCK SIDE PLATEDOE-MT-00022

4CENTER BLOCK SIDE PLATE-NO TAPPED HOLEDOE-MT-0003 3

4DECK SHIM PLATEDOE-MT-00414

2 PLATFORM SHIM PLATEDOE-MT-01525

E

E

F F

A

A

DETAIL D

G

G

C

B

B

A A

B B

C C

D D

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PLATFORM ASSEMBLY

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1 : 28WEIGHT : 17269 Lbs. SCALE:

THREE PLACE DEC. +/- 0.010

ANGLES +/- 1/2 DEGREE

128 REF

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1 (USE CLASS 1 ACCEPTANCE CRITERIA).

4. CRITICAL WELD - 100%MAGNETIC PARTICLE, DYE PENETRANT, OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON WELDS PER AWS D15.1

USE CLASS A ACCEPTANCE CRITERIA

5. PERFORM NDT ON 10% OF ALL OTHER WELDS PER AWS D15.1

6. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR.

7. APPLY A STAINLESS STEEL FACING TO THESE SURFACES. THE FACING MAY BE CLADDING OR WELD OVERLAY THAT IS AT

LEAST 0.05" THICK AND NO GREATER THAN 0.09" THICK. THE DIMENSIONS OF OPENINGS AND LOCATIONS MUST BE MET

AFTER THE FACING IS APPLIED. FOR PIN HOLES/SLOTS STAINLESS STEEL SHIM STOCK MAY BE USED AND TACKED IN PLACE.

8. DRILL HOLES, SLOTS AND THREADED HOLES ON ITEMS #2 AND #3 AFTER WELDING (SEE PART DRAWINGS).

9. PREHEAT AS PER AWS D15.1, TABLE 8.2 BEFORE WELDING.

10. THE ITEM 4 PLATE NOT IDENTIFIED AS A DATUM POINT. THE HEIGHT OF ITEM 4 SHALL BE BELOW THE PLANE DEFINED AS DATUM A.

62 1/22X

11 3/4 REF

117 REF

932X

1 3/4 REF

117 REF

A1

A3

A2

1/16 A

8 PLACES

B

598 REF

E

46 1/22X

1/16 A E B

C

1/16 C-D 8X

A3

A1A2

TOP OF

PLATFORM

1/2

4X

NOTE 5

1 3/8 TYP.

12 1/4 REF.

1 3/4 REF.

1 REF.

62 1/22X

122X

122X

(TYP)

5/16

2 PLACES

NOTE 5

SEE NOTE 10

SECTION G-G

SECTION E-E

SCALE 1 : 5

SECTION F-F

SCALE 1 : 6

A A

B B

C C

D D

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PLATFORM ASSEMBLY

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WEIGHT : 17269 Lbs. SCALE:

SEE NOTE #6

(8 PLACES)

3/16

11/16(3/4)

G

BACKGOUGE

(4 PLACES)

NOTE 4

3/16

11/16(3/4)

3/16

BACKGOUGE

(4 PLACES)

NOTE 4

3/16

11/16(3/4)

3/16

BACKGOUGE

(4 PLACES)

NOTE 4

4 REF

3/4

REF

11 3/4 REF

1 REF.

104X

3/16

11/16(3/4)

3/16

BACKGOUGE

(8 PLACES)

NOTE 4

3/4 REF

D

104X

SCALE 1 /6

SECTION B-B

SCALE 1 / 8

SECTION C-C

SCALE 1 / 8

SECTION D-D

SCALE 1:8

SECTION E-E

SCALE 1:12

A

A

B

B

C C

D

D

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

CENTER SILL FLANGEDOE-MT-0004 11

CENTER SILL WEBDOE-MT-000522

GUSSET3-CENTERSILLDOE-MT-000613

GUSSET1-CENTERSILLDOE-MT-000724

GUSSET2-CENTERSILLDOE-MT-000825

E

E

A A

B B

C C

D D

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CENTERSILL ASSEMBLY

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1:25WEIGHT : 10826 Lbs. SCALE:

THREE PLACE DEC. +/- 0.010

ANGLES +/- 1/2 DEGREE

11/16(3/4)

1/4

SEE NOTE 4

11/16(3/4)

1/4

SEE NOTE 4

31 1/2

16 1/2

16 1/2

2 1/2 REF

37 3/8 REF

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. CRITICAL WELD - 100% MAGNETIC PARTICLE, DYE PENETRANT, OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON WELDS PER AWS D15.1

5. PERFORM NDT ON 10% OF ALL OTHER WELDS

6. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR

7. PREHEAT ITEM#1 AND #2 AS PER REQUIREMENT OF HIGHER STRENGTH METALS AND AWS D15.1, TABLE 8.2 BEFORE WELDING

3/4 REF

10 3/8 REF

2 1/2 REF

37 3/8 REF

3/8

3/8

4 PLACES

SEE NOTE 5

1/2 REF

4 PLACES

NOTE 5 & 7

3/8

3/8

2 PLACES

SEE NOTE 5

1/2 REF

1 REF

5 3/4

1/8

SEE NOTE 7

412 REF

23 REF

11/16(3/4)

1/4

SEE NOTE 4

11/16(3/4)

1/4

SEE NOTE 4

DETAIL A

SCALE 1 / 2

A

PARTS LIST

DESCRIPTIONPART NUMBERQTITE

SIDE SILL CENTER FLANGEDOE-MT-000911

SIDESILL END FLANGEDOE-MT-001022

A A

B B

C C

D D

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SIDESILL FLANGE ASSEMBLY

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1:25WEIGHT : 3636 Lbs. SCALE:

THREE PLACE DEC. +/- 0.010

ANGLES +/- 1/2 DEGREE

G

1 7/16(1 1/2)

3/8

BACKGOUGE

(2 PLACES)

NOTE 4

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. CJP BUTT WELD - 100% X-RAY OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON WELDS PER AWS D15.1

5. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR

6. PREHEAT AS PER AWS D15.1, TABLE 8.2 BEFORE WELDING

23 1/2

9 3/8 REF

2 1/2 REF

1 1/2 REF

FLUSH

FLUSH

SCALE 1 /4

SECTION B-B

SCALE 1 /4

PARTS LIST

DESCRIPTIONPART NUMBERQTITE

SIDE FRAME WEB PLATEDOE-MT-001111

SIDESILL FLANGE ASSEMBLYDOE-WD-100312

A

A

B

B

A A

B B

C C

D D

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1:30WEIGHT : 5565 Lbs. SCALE:

THREE PLACE DEC. +/- 0.010

ANGLES +/- 1/2 DEGREE

11/32(3/8)

1/4

11/32(3/8)

1/4

BACKGOUGE

NOTE 4

11/32(3/8)

1/4

11/32(3/8)

1/4

BACKGOUGE

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. CRITICAL WELD - 100% MAGNETIC PARTICLE, DYE PENETRANT, OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON WELDS PER AWS D15.1

5. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR

6. PREHEAT ITEM#1 AND #2 AS PER REQUIREMENT OF HIGHER STRENGTH METALS AND AWS D15.1, TABLE 8.2 BEFORE WELDING

3/4 REF

3/4 REF

4 5/16

4 5/164 5/16

REF

33 7/8

2 1/2 REF

9 3/8 REF

9 3/8 REF

1 1/2 REF

11 7/8

.75

SCALE 1 / 4

PARTS LIST

DESCRIPTIONPART NUMBERQTITE

TRANSVERSE SUPPORT WEBDOE-MT-001211

TRANSVERSE SUPPORT FLANGEDOE-MT-001312

A

A

A A

B B

C C

D D

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1:6 WEIGHT : 304 Lbs.

SCALE:

THREE PLACE DEC. +/- 0.010

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. MAGNETIC PARTICLE, DYE PENETRANT OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON ALL WELDS PER AWS D15.1

5. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR.

3/16(1/4)

3/16

3/16(1/4)

3/16

BACKGOUGE

NOTE 4

5 3/4

12 REF

1/2 REF

1 REF

31 1/2

43 REF

18 REF

SCALE 1:4

PARTS LIST

DESCRIPTIONPART NUMBERQTITE

CENTER TRANSVERSE SUPPORT WEB DOE-MT-0014 11

CENTER TRANSVERSE SUPPORT FLANGEDOE-MT-001512

A

A

A A

B B

C C

D D

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1:8WEIGHT : 446 Lbs. SCALE:

THREE PLACE DEC. +/- 0.010

2. ALL WELDS TO HAVE A MINIMUM ELECTRODE ULTIMATE STRENGTH OF 80 KSI (E80).

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. MAGNETIC PARTICLE, DYE PENETRANT OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON ALL WELDS PER AWS D15.1

5. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR.

3/16(1/4)

3/16

3/16(1/4)

3/16

BACKGOUGE

NOTE 4

1/2 REF

1 1/2 REF

7 1/4

15.00 REF

43 REF

36 3/16 REF

25 REF

4 5/16

2 1/2

3 REF

SCALE 1:2

PARTS LIST

DESCRIPTIONPART NUMBERQTITE

TRANSVERSE SUPPORT WEB 1DOE-MT-001611

TRANSVERSE SUPPORT FLANGE 1DOE-MT-0017 12

A

A

A A

B B

C C

D D

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1:4WEIGHT : 219 Lbs. SCALE:

THREE PLACE DEC. +/- 0.010

2. ALL WELDS TO HAVE A MINIMUM ELECTRODE ULTIMATE STRENGTH OF 80 KSI (E80).

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. MAGNETIC PARTICLE, DYE PENETRANT OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON ALL WELDS PER AWS D15.1

5. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR.

5/16(3/8)

1/4

5/16(3/8)

1/4

BACKGOUGE

NOTE 4

3/4 REF

5 5/8

12 REF

36 3/16 REF

1 REF

43 REF

22 REF

4 5/16

2 1/2

SCALE 1:1.5

PARTS LIST

DESCRIPTIONPART NUMBERQTITE

TRANSVERSE SUPPORT WEB 2DOE-MT-001821

TRANSVERSE SUPPORT FLANGE 2DOE-MT-001912

B

B

A A

B B

C C

D D

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4/6/2021

DWG NO

DOE-WD-1008

TRANSVERSE SUPPORT ASSEMBLY 2

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

1:4WEIGHT : 267 Lbs. SCALE:

THREE PLACE DEC. +/- 0.010

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. MAGNETIC PARTICLE, DYE PENETRANT OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON ALL WELDS PER AWS D15.1

5. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR.

1 3/16(1 1/4)

3/8

2 PLACES

NOTE 4

4 1/2

1 1/4 REF

10 REF

51 11/16 REF

10 REF

1 REF

5.00

2 1/4

SCALE 1 / 3

A

A

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

CENTER PLATE BASE SUPPORT PLATEDOE-MT-002111

CENTER PLATEDOE-MT-0020 12

A A

B B

C C

D D

SHEET 1 OF 1

DRAWN

CHECKED

QA

MFG

APPROVED

SG

RT

2/26/2020

4/1/2021

DWG NO

DOE-WD-1009

CENTER PLATE WELDMENT

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

1:8WEIGHT : 2076 Lbs. SCALE:

TWO PLACE DEC. +/- .062

THREE PLACE DEC. +/- 0.030

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. CRITICAL WELD - 100% MAGNETIC PARTICLE, DYE PENETRANT, OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON WELDS PER AWS D15.1

5. PERFORM NDT ON 10% OF ALL OTHER WELDS

6. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR

7. PREHEAT ITEM#1 AND #2 AS PER REQUIREMENT OF HIGHER STRENGTH METALS AND AWS D15.1, TABLE 8.2 BEFORE WELDING

(1 1/4)

5/8

SEE NOTE 4

7 5/8

24 REF

95 3/8 REF

2 1/2 REF

5/8

1/2

SEE NOTE 5

5 1/8

SCALE 1:1.5

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

JACKING PAD TUBEDOE-MT-004311

JACKING PAD PLATEDOE-MT-0044 12

B B

A A

B B

C C

D D

SHEET 1 OF 1

DRAWN

CHECKED

QA

MFG

APPROVED

SG

RT

3/10/2020

4/6/2021

DWG NO

DOE-WD-1011

JACKING PAD WELDMENT

D

SHARMA & ASSOCIATES, INC.

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A

TITLE

1 / 2

WEIGHT : 40.7 Lbs. SCALE:

THREE PLACE DEC. +/- 0.010

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. MAGNETIC PARTICLE, DYE PENETRANT OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON ALL WELD PER AWS D15.1

5. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR.

6 3/4

3/4

NOTE 4

2 1/2

12 REF

7 REF

SCALE 1 /8

SECTION B-B

SCALE 1 /4

DETAIL C

SCALE 1 / 5

PARTS LIST

DESCRIPTIONPART NUMBERQTITE

CENTER PLATE WELDMENTDOE-WD-1009 11

BODY BOLSTER WEBDOE-MT-0022 22

SIDE BEARING PLATEDOE-MT-0024 23

SIDE BEARING PLATE 1DOE-MT-002524

BODY BOLSTER GUSSETDOE-MT-002385

BODY BOLSTER GUSSET 1DOE-MT-015026

A A

B

B

DETAIL C

A A

B B

C C

D D

SHEET 1 OF 1

DRAWN

CHECKED

QA

MFG

APPROVED

SG

RT

2/28/2020

4/5/2021

DWG NO

DOE-WD-1012

BODY BOLSTER ASSEMBLY

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

1 /12

WEIGHT : 3013 Lbs. SCALE:

THREE PLACE DEC. +/- 0.010

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. CRITICAL WELD - 100% MAGNETIC PARTICLE, DYE PENETRANT, OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON WELDS PER AWS D15.1

5. PERFORM NDT ON 10% OF ALL OTHER WELDS

6. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR

7. PREHEAT ITEM#1 AND #2 AS PER REQUIREMENT OF HIGHER STRENGTH METALS AND AWS D15.1, TABLE 8.2 BEFORE WELDING

8 8

1/2

2 PLACES

3/8

2 PLACES

25 25

15/16(1)

1/4

2 PLACES

NOTE 4

9 REF

12(7X)

7/16(1/2)

1/4

7/16(1/2)

1/4

BACKGOUGE

8 PLACES

NOTE 4

6 6

12 7/8

1 5/8

1 REF

7/16(1/2)

1/4

7/16(1/2)

1/4

BACKGOUGE

8 PLACES

NOTE 4

104 REF

24 REF

R

11/16(3/4)

2 PLACES

NOTE 4

R

11/16(3/4)

4 PLACES

NOTE 4

SCALE 1:2

PARTS LIST

DESCRIPTIONPART NUMBERQTITE

END CENTERSILL WEB PLATEDOE-MT-002611

END CENTERSILL FLANGEDOE-MT-002712

A

A

A A

B B

C C

D D

SHEET 1 OF 1

DRAWN

CHECKED

QA

MFG

APPROVED

SG

RT

2/28/2020

4/6/2021

DWG NO

DOE-WD-1013

END CENTER SILL WELDMENT

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

1:6WEIGHT : 271 Lbs. SCALE:

THREE PLACE DEC. +/- 0.010

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. MAGNETIC PARTICLE, DYE PENETRANT OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON ALL WELDS PER AWS D15.1

5. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR.

1/4(5/16)

3/16

1/4(5/16)

3/16

BACKGOUGE

NOTE 4

2 1/2

1 9/16

5 11/16

11 1/8

4 1/2

5 11/16

12 REF

5/8 REF

71 5/16 REF

SCALE 1 / 18

SECTION B-B

SCALE 1 / 8

DETAIL C

SCALE 1 /3

SECTION D-D

SCALE 1 / 12

DETAIL E

SCALE 1 /5

4 PLACES

WEAR PLATE ATTACHMENT

SECTION F-F

SCALE 1 / 10

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

SPAN BOLSTER - AMSTED RAIL 13539DOE-PP-002011

DRAFT SILL DOE-WD-1021 12

PLATFORM ASSEMBLY DOE-WD-104513

FLOOR PLATEDOE-MT-0065 14

SHIM PLATEDOE-MT- 015145

WEAR PLATEDOE-MT-0050 46

BOLT, PLOW, 3/4-10UNC-2A X, 3 LG, GRADE 5DOE-PP-0105 87

WASHER, FLT, 3/4 N, 0.812 ID X 1.469 OD X 0.134 THKDOE-PP-0104 88

3/4-10 UNC GR5 HEX LOCKNUTDOE-PP-005389

A

A

B

B

C

D

D

E

F F

A A

B B

C C

D D

SHEET 1 OF 1

DRAWN

CHECKED

QA

MFG

APPROVED

ZPJ

SG

9/4/2019

2/10/2021

DWG NO

DOE-WD-1018

SPANBOLSTER ASSY

A-END

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

1 / 18

WEIGHT : 9740 Lbs. SCALE:

THREE PLACE DEC. +/- 0.030

ANGLES +/- 1/2 DEGREE

83 5/84 21/32

50 7/8

226 5/8 REF

101 3/4 REF

55 REF

72 REF

3/8

101 3/4 REF

72 REF

25 REF

3/8

TYP.

1/4

TYP.

1/4

TYP.

3/8

TYP.

1 17/32 REF

15/16

1/4

10 PLACES

1/4 3-6

25 REF

4 13/16

1/8

7/8(3/4)

BACKGOUGE

2 PLACES

NOTE 4

5/8

2 PLACES

NOTE 4

7/8

2 PLACES

5" LONG

NOTE 4

5/8 REF

5/8 REF

5/8 REF

12 3/32 REF

14 1/8 REF

7 9

5/8

BOTTOM

NOTE 4

1/2

NOTE 4

1/2

2 PLACES

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. CRITICAL WELD - 100% MAGNETIC PARTICLE DYE PENETRANT OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON ALL WELDS PER AWS D15.1

5. PERFORM NDT ON 10% OF ALL OTHER WELDS.

5. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR.

6. AS PER AAR STANDARD S-235 USE 3/4 INCH MECHANICAL FASTENERS TO CONNECT WEAR PLATE TO SPANBOLSTER AT 4 PLACES.

1/4

TYP

7/16

TYP

5/8

TOP

NOTE 4

31 23/32

SCALE 1 / 18

SECTION B-B

SCALE 1 / 8

DETAIL C

SCALE 1 / 3

SECTION D-D

SCALE 1 / 12

DETAIL E

SCALE 1 / 5

4 PLACES

WEAR PLATE ATTACHMENT

SECTION F-F

SCALE 1 / 10

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

SPAN BOLSTER - AMSTED RAIL 13539DOE-PP-002011

DRAFT SILL DOE-WD-1021 12

PLATFORM ASSEMBLY - B ENDDOE-WD-1022 13

FLOOR PLATEDOE-MT-0065 14

SHEAVE WHEEL BRACKET SUPPORTDOE-MT-0093 15

SHIM PLATEDOE-MT- 015146

WEAR PLATEDOE-MT-0050 47

BOLT, PLOW, 3/4-10UNC-2A X, 3 LG, GRADE 5DOE-PP-0105 88

WASHER, FLT, 3/4 N, 0.812 ID X 1.469 OD X 0.134 THKDOE-PP-0104 89

3/4-10 UNC GR5 HEX LOCKNUTDOE-PP-0053810

A A

B

B

C

D

D

E

F

F

A A

B B

C C

D D

SHEET 1 OF 1

DRAWN

CHECKED

QA

MFG

APPROVED

ZPJ

SG

9/4/2019

3/19/2021

DWG NO

DOE-WD-1017

SPANBOLSTER ASSY

B-END

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

1 / 18

WEIGHT : 9768 Lbs. SCALE:

THREE PLACE DEC. +/- 0.030

3. VISUALLY INSPECT ALL WELDS PER AWS D15.1

4. CRITICAL WELD - 100% MAGNETIC PARTICLE DYE PENETRANT OR ULTRASONIC INSPECTION SHALL BE PERFORMED ON ALL WELDS PER AWS D15.1

5. PERFORM NDT ON 10% OF ALL OTHER WELDS.

5. ALL INSPECTIONS MUST BE PERFORMED BY AN AWS CERTIFIED INSPECTOR.

6. AS PER AAR STANDARD S-235 USE 3/4 INCH MECHANICAL FASTENERS TO CONNECT WEAR PLATE TO SPANBOLSTER AT 4 PLACES.

55 REF

225 1/8 REF

101 3/4 REF

50 7/8

74 1/2

101 3/4 REF

31 15/32 REF

3/8

72 REF 72 REF

83 5/84 21/32

1/4

TYP.

3/8

TYP.

1/4

TYP.

3/8

TYP.

15 1/4

4 5/16

7/16

1/4

3/8

4 PLACES

15/16

1/4 3-6

1/4

10 PLACES

7 6

(5/8)

2 PLACES

NOTE 4

1/8

7/8(3/4)

BACKGOUGE

2 PLACES

NOTE 4

7/8

2 PLACES

5" LONG

NOTE 4

(5/8)

BOTTOM

NOTE 4

5/8 REF

5/8 REF

5/8 REF

12 3/32 REF

14 1/8 REF

8 10

1/2

NOTE 4

1/2

2 PLACES

NOTE 4

7/16

TYP

1/4

TYP 5/8

TOP

NOTE 4

DETAIL A

SCALE 1 / 6

A

A A

B B

C C

D D

SHEET 1 OF 4

DRAWN

CHECKED

QA

MFG

APPROVED

SG

4/6/2020

DWG NO

8 AXLE FLAT CAR

FRA SAFETY APPLIANCE LAYOUT

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

THREE PLACE DEC. +/- 0.010

ANGLES +/- 1°

M

A X

M

I N

M

A X

M

A X

M

A X

M

A X

M

A X

1'-4 1/2"

(16" MIN)

TOP OF RAIL

1'-6 7/16"

(21" MAX)

[3.2.3]

TOP OF RAIL

NOTE:

1. HAND BRAKE IS ON B END OF THE CAR ONLY.

2. DIMENSIONS IN ( ) ARE FRA REQUIREMENTSPER S-2044 APPENDIX D1.

3. S-2044 RELEVANT SECTION NUMBER SHOWN IN [ ].

4"

(4" MIN)

[3.2.2]

4"

(4" MIN)

[3.2.2]

7 1/2"

(4" MIN)

[2.2.4]

SCALE 1 / 4

MINIMUM CLEAR WIDTH OF

SIDE SILLSTEP

B

B

A A

B B

C C

D D

SHEET 2 OF 4

DRAWN

CHECKED

QA

MFG

APPROVED

SG

4/6/2020

DWG NO

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

A-END SAFETY APPLIANCE

B END SAFETY APPLIANCE

M

A X

2 1/2"

(2" MIN)

[5.2]

1'-2"

(14" MIN)

[3.2.1]

1'-4 1/4"

(21" MAX)

[2.2.3]

TOP OF RAIL

M

A X

1'-4 1/2"

(16" MIN)

[4.2]

6 1/2"

(40" MAX)

[4.3.2]

M

I N

M

A X

9 5/16"

(8" MIN)

[3.2.4]

M

A X

DECK OF SAFETY PLATFORM

TOP OF RAIL

M

A X

M

I N

M

A X

1'-8 1/4"

(16" MIN)

[4.2]

DECK OF SAFETY PLATFORM

4 7/8"

(18" MAX)

[5.3.2]

3. S-2044 RELEVANT SECTION NUMBER SHOWN IN [ ].

1/2

6"

(6"MIN)

[3.2.5]

1'-2"

(14"MIN)

[3.2.1]

VIEW C-C

SCALE 1 / 10

CC

A A

B B

C C

D D

SHEET 3 OF 4

DRAWN

CHECKED

QA

MFG

APPROVED

SG

4/6/2020

DWG NO

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

TOP OF RAIL

M

A X

M

A X

2 1/2"

(2" MIN)

[5.2]

M

I N

1'-5 3/4"

(16" MIN)

[4.2]

2 1/2

M

I N

3/4"DIA.

(3/4" MIN)

[5.2]

D

I A

M

I N

6 1/2"

(40" MAX)

[4.3.2]

M

A X

3. S-2044 RELEVANT SECTION NUMBER SHOWN IN [ ].

M

I N

1/2"

(1/2"MIN)

[3.2.2]

M

I N

VIEW D-D

SCALE 1 / 10

D

D

A A

B B

C C

D D

SHEET 4 OF 4

DRAWN

CHECKED

QA

MFG

APPROVED

SG

4/6/2020

DWG NO

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

3"

5 3/8"

(4 1/4" MIN)

M

I N

UNCOUPLING LEVER APPLICATION

TOP OF RAIL

END OF STRIKER

TOP OF RAIL

M

I N

M

A X

5 1/8"

(12" MAX)

[6.3]

1 DIA.

A A

B B

C C

D D

SHEET 1 OF 1

DRAWN

CHECKED

QA

MFG

APPROVED

SG

RT

4/29/2020

5/1/2020

DWG NO

8 AXLE FLAT CAR

GENERAL ARRANGEMENT- LODAED

PLATE-E

8 AXLE - DOE FLAT CAR

SIZE

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

2 3/4

[4'-5"]

(Deck Height

From TOR)

[10'-8"]

[15'-9"]

Plate E

Top of Rail

Top of Platform

Swing Motion Truck

A A

B B

C C

D D

SHEET 1 OF 1

DRAWN

CHECKED

QA

MFG

APPROVED

SG

RT

4/29/2020

5/1/2020

DWG NO

8 AXLE FLAT CAR

GENERAL ARRANGEMENT- UNLODAED

PLATE-E

8 AXLE - DOE FLAT CAR

SIZE

D

SHARMA & ASSOCIATES, INC.

REV

A

TITLE

Plate E

[10'-8"]

2 3/4

[4'-5"]

(Deck Height

From TOR)

Top of Deck

Top of Rail

Swing Motion Truck

[15'-9"]

Appendix_A_Front