SECTION B-B · 2019-11-26 · section a-a scale .1 section b-b scale .1 section c-c scale .1...

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1 1/8-7 UNC - 3.5, MIDPLATANGLE no

wash

354

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1 1/2-6 UNC - 8 inside cradle to box348

Washer AASTM F436 - 1 1/8 column top to midplatform3316

Washer AASTM F436 - 1 mid-platform3232

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1-8 UNC - 4 pedestal bottom3180

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1/2-13 UNC - 1 cloumn side to cradle3096

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1 1/8-7 UNC - 6.5 brkts-vertical2948

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1 1/8-7 UNC - 3.25 midplat into column2832

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1 1/8-7 UNC - 2.75 cradle bkt to floor2732

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1 1/8-7 UNC - 2 midplat angle into cradle268

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1 1/2-6 UNC - 7 outside cradle to box258

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1 1/2-6 UNC - 6 inside box tapped floor2448

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1 1/2-6 UNC - 5.5 bottom tie plate2324

Hex Bolt - UNC (Regular Thread - Inch)ANSI/ASME B18.2.1 - 1 1/2-6 UNC - 4 inside plate item 82248

Plain Washer (Inch )Type A and BANSI B18.22.1 - 1 1/8 - narrow - Type A brkts-v21132

Plain Washer (Inch )Type A and BANSI B18.22.1 - 1 1/2 - wide - Type B joiner plate20114

Plain Washer (Inch )Type A and BANSI B18.22.1 - 1 - narrow - Type A pedstal bottom1980

Hexagon Socket Head Cap ScrewANSI B18.3 - 1 - 8 UNC - 2 HS HCS poletip track1824

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1 1/8 - 7 brkts-v1748

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1 1/2 - 6 joiner plate1626

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1 - 8 mid-platform1512

Hex Cap ScrewANSI B18.2.1 - 1-8 UNC - 3.25 mid-platform1420

Hex Cap ScrewANSI B18.2.1 - 1 1/2-6 UNC - 5 joiner plate1326

MID PLATFORM STIFFENER205-0600-2028122

end cap door track205-0600-2027112

MID PLATFORM TIE205-0600-2026102

CRADLE CARRIAGE MID PLATORM205-0600-202194

CRADLE JACK FLOOR DOUBLER205-0600-202086

CRADLE JOINER PLATE205-0600-201971

CRADLE JACK FLOOR DOUBLER205-0600-100666

CRADLE BRACE W18X60 WELDMENT205-0600-100558

CRADLE EDGE BRACKET WELDMENT205-0600-100448

CRADLE INNER PEDESTAL ASSEMBLY205-0600-100332

CRADLE OUTER PEDESTAL ASSEMBLY205-0600-100222

PLATFORM WELDMENT & MACHINING205-0600-100112

BILL OF MATERIALS

DESCRIPTIONPART NUMBERITEMQTY

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

2N/A

205-0600-1000

0.015 0.005OUTSTANDING ECN NUMBERS

UPTON, NY 11973

BROOKHAVEN NATIONAL LABORATORY

SIZE: DRAWING NUMBER:

SCALE: WGT: SHEET:

REV.:

THIRD ANGLE PROJECTIONINTERPRET IN GENERAL ACCORDANCE

WITH ASME Y14.5-2009UNLESS OTHERWISE SPECIFIED:

ALL DIMENSIONS ARE IN INCHES [mm]DECIMAL TOLERANCES

X.X 0.05X.XX 0.01

X.XXX 0.005ANGLES 0.5

FINISH: MAX.: MIN.:

EBREAK EDGES:1AOF

BROOKHAVEN SCIENCE ASSOCIATES

DRAWN BY:

SUPERVISOR APPROVAL:

ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: 1/15

PROJECT:

DESCRIPTIION:

REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA RELEASED 11/4/19

PEDESTAL CARRIAGE ASSEMBLYsPhenix-platform-joined

NOTES:1. USE ONLY GRADE "A" ST. STEEL HARDWARE.2. QUANTITY REQUIRED: 13. USED ON: 205-0600-4. ALL HARDWARE NOT SHOWN. 5. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

1

4

5

11

9

9

2

3

2

3

5

5

58

8

8

6

6

6

4

4

4

5

5

9

5

8

8

6

6

6

5

8

10

12

12

7

18

31

17

21

292130

28

21

26

21

20

24

2520

1620

2320

132027

4

17

2621

28

21

22

20

Scheblein 11/4/19

A3

16

20

1432

9

18

19

23

22

20

20

34

20

25

25

20

21

33

SECTION B-BSCALE .125

2XSECTION A-ASCALE .06

B B

A A

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

2N/A

205-0600-1000


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX 0.01


FINISH: MAX.: MIN.:

EBREAK EDGES:2AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: .06

PROJECT:

DESCRIPTIION:

10

12

1620

23

20

2016

1320

TOP VIEW

22

20

8

35

17

NO WASHER HERE4 PLACESAT CENTER

NO WASHER HERE(4 PLACES)

17

REF

299.000[7594.6]( )

139.886[3553.1]( )

300.000[7620.0]( )

14

32

3215

12

5

10

3

132.886[3375.3]( )

213.583[5425.0]( )

11/4/19SchebleinPEDESTAL CARRIAGE ASSEMBLY

sPhenix-platform-joined

A3

47.058[1195.3]

REF

REF

REF

SECTION A-ASCALE .1

SECTION B-BSCALE .1 SECTION C-C

SCALE .1

SECTION L-LSCALE .1

DETAIL MSCALE 1 / 5

A A

LONG ROLLER INSIDE GUSSET205-0600-2033420

SHORT ROLLER GUSSET 4205-0600-2032219



SHORT ROLLER GUSSET205-0600-2029216

BASE SIDE PLATE NO HOLES205-0600-2015115

LONG ROLLER DOUBLER205-0600-2014214

ROLLER SUPPORT 2205-0600-2013413

ROLLER SUPPORT 3205-0600-2012212

TROLLEY FRAME STIFFENER 2___30.19" LG.205-0600-2011211

TROLLEY FRAME STIFFENER 3___ 29.87" LG.205-0600-2010210

TROLLEY FRAME STIFFENER___51.68" LG.205-0600-200949

CRADLE-I-BEAM 4205-0600-200868

CRADLE-I-BEAM 3205-0600-200727

CRADLE-I-BEAM 2205-0600-200626

JACK SUPPORT PLATE205-0600-200525

BASEFLOOR205-0600-200414

BASE-BOTTOM-PLATE 1205-0600-200323

BASE-SIDE-PLATE 1205-0600-200212

CRADLE-I-BEAM 1205-0600-200161

BILL OF MATERIALS

DESCRIPTIONPART NUMBERQTYITEM

B

B

C

C

LL

M

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

467134 lbmass

205-0600-1001

OUTSTANDING ECN NUMBERS

UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

EBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: .1

PROJECT:

DESCRIPTIION:


PEDESTAL CARRIAGEPLATFORM HALF

WELDMENT & MACHINING

5

4

1

1 85

2

14

1

1

2

1

14

8

9

89

8

3

2

15

4

1

2

8

1 3

7

6

81

14

14

8

1

1

12

1

7

8

300.00.0507620.01.27[ ]

149.50.0503797.31.27[ ]

45.0[1143.0]( )

56.0[1422.4]( )

13.5[342.9]( )

5

4

2

6

12

14

3

15

1

19.98[507.5]( )

3

76

5

11

10

1 2 3 4 5 6 7 8 9 10 11 12

Hole TableHOLE XDIM YDIM DESCRIPTION

1 2.000 10.500

2 13.700 10.500

3 54.413 10.500

4 66.113 10.500

5 110.413 10.500

6 122.113 10.500

7 177.888 10.500

8 189.588 10.500

9 233.888 10.500

10 245.588 10.500

11 286.300 10.500

12 298.000 10.500

1.625 THRU[41.3 THRU]

2.0[50.8]( )

10.5[266.7]( )

ADD HOLES TO BOTTOM AND SIDE AT ASSEMBLY AFTER MACHINING SURFACE AS REQUIRED (SEE SHEET 2 & 3)

0.125

NOTES:1. SEE SHEET 2 & 3 FOR ADDITIONAL MACHINING.2. THIS IS 1/2 OF THE ENTIRE BASE PLATFORM JOINED (205-0600-1000).3. FILE NAME: PLATFORM WELDMENT.iam4. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

-B-

-A-

-C-

Ø0.060 A B CHOLE POSITIONAL TOLERANCE

1.000[25.4]( )

0.050 A 0.050 A

0.0302 PLACES

0.050"4 SURFACES

1.00[25.4]

0.030[0.8]

MAX

12.000.050304.81.27[ ]

64.50[1638.3]

12.000.050304.81.27[ ]

0.030[0.8]

MAX

0.0102 SURFACES

BOTTOM VIEW

.5 1-2

TYPICAL

.5 1-2

.5 1-2

TYPICAL

(.5) 3-6

ITEM 4 TO ASSY

.5 1-2

4X

6

5 4

20

19

17

17

Scheblein

A3

11/4/19

(THRU ITEM 1 & 3FOR BOLTING)

.5 3-6

G

TYPICAL

.5

C J P

TYPICAL

0.0500.0300.005.5°

.015 .005250

0.030[0.8]( )

8

18

12 19

2020

.5 1-2

TYP

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

467134 lbmass

205-0600-1001


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

EBREAK EDGES:2AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: .1

PROJECT:

DESCRIPTIION:

PEDESTAL CARRIAGEPLATFORM HOLE MACHINING

NOTES:1. SEE SHEET 1 FOR WELDMENT AND SURFACE TOLERANCING.

B12B11B10B9B8B7B6B5B4B3B2B1

C31

C23

C15

C7

C30

C22

C14

C32C29

C24C21

C16C13

C8C5 C6

C27

C19

C11

C3

C26

C18

C10

C28C25

C20C17

C12C9

C4C2C1

B28B27B20B18B17

B26B25

B19

B38

B48

B29 B30 B31 B32 B33 B34 B35 B36 B37

B39 B40 B41 B42 B43 B44 B45 B46 B47

B67B66B65B64B63B62B61B60B59

B57B56B55B54B53B52B51B50B49

B68

B58

C37 C41

C50

C36

C46

C33

A1 A2 A3 A4

A5 A7

A11 A12

A6 A8

A16A15

B13 B14

B22B21 B24B23

B15 B16

A9 A10

A14A13


A1 4.000 24.750

A2 14.000 24.750

A3 286.000 24.750

A4 296.000 24.750

A5 4.000 44.750

A6 14.000 44.750

A7 286.00044.750

A8 296.00044.750

A9 4.000 101.250

A10 14.000 101.250

A11 286.000101.250

A12 296.000101.250

A13 4.000 121.250

A14 14.000 121.250

A15 286.000121.250

A16 296.000121.250

1.630 THRU[41.4 THRU]

D1 2.000 139.000D2 13.700 139.000D3 54.413 139.000D4 66.113 139.000D5 110.413 139.000D6 122.113 139.000D7 177.888139.000D8 189.588139.000D9 233.888139.000D10 245.588139.000D11 286.300139.000D12 298.000139.000

1.625 THRU[41.3 THRU]

300.000[7620.0]

149.5[3797.3]

C39

C48

C40

C49

C35

C45

C34

C44

125.00.1003175.02.54[ ]

( )

47.3350.1001202.32.54[ ]

( )

36.0600.100915.92.54[ ]

( )

500.1001270.02.54[ ]

( )

OPENINGTHRU BASEPLATE

24.75[628.7]( )

4.0[101.6]( )

0,0ORIGINDATUM

Ø0.015 A B C

Ø0.015 A B C

Ø0.015 A B C

Ø0.015 A B C Ø0.015 A B C

-A-

-B-

-C-

0.0500.0300.005.5°

250

Scheblein 11/4/19

A3.015 .005

C43

Hole TableHOLE XDIM YDIM DESCRIPTIONC1 62.268 43.000

C2 82.268 43.000

C3 94.268 43.000

C4 114.268 43.000

C5 185.733 43.000

C6 205.733 43.000

C7 217.733 43.000

C8 237.733 43.000

C9 62.268 63.000

C10 82.268 63.000

C11 94.268 63.000

C12 114.268 63.000

C13 185.733 63.000

C14 205.733 63.000

C15 217.733 63.000

C16 237.733 63.000

C17 62.268 83.000

C18 82.268 83.000

C19 94.268 83.000

C20 114.268 83.000

C21 185.733 83.000

C22 205.733 83.000

C23 217.733 83.000

1 1/2-6 UNC - 2B THRU[1 1/2-6 UNC - 2B THRU]

Hole TableHOLE XDIM YDIM DESCRIPTIONB1 1.250 13.510

B2 60.750 13.510

B3 120.250 13.510

B4 179.750 13.510

B5 239.250 13.510

B6 298.750 13.510

B7 1.250 17.010

B8 60.750 17.010

B9 120.250 17.010

B10 179.750 17.010

B11 239.250 17.010

B12 298.750 17.010

B13 48.045 22.500

B14 52.795 22.500

B15 114.045 22.500

B16 118.795 22.500

B17 181.205 22.500

B18 185.955 22.500

B19 247.205 22.500

B20 251.955 22.500

B21 48.045 28.500

B22 52.795 28.500

B23 114.045 28.500

B24 118.795 28.500

B25 181.205 28.500

B26 185.955 28.500

B27 247.205 28.500

B28 251.955 28.500

B29 37.500 30.750

B30 62.500 30.750

B31 87.500 30.750

B32 112.500 30.750

B33 137.500 30.750

B34 162.500 30.750

1-8 UNC - 2B THRU[1-8 UNC - 2B THRU]

Hole TableHOLE XDIM YDIM DESCRIPTIONB35 187.500 30.750

B36 212.500 30.750

B37 237.500 30.750

B38 262.500 30.750

B39 37.500 38.750

B40 62.500 38.750

B41 87.500 38.750

B42 112.500 38.750

B43 137.500 38.750

B44 162.500 38.750

B45 187.500 38.750

B46 212.500 38.750

B47 237.500 38.750

B48 262.500 38.750

B49 37.500 107.250

B50 62.500 107.250

B51 87.500 107.250

B52 112.500 107.250

B53 137.500107.250

B54 162.500107.250

B55 187.500107.250

B56 212.500107.250

B57 237.500107.250

B58 262.500107.250

B59 37.500 115.250

B60 62.500 115.250

B61 87.500 115.250

B62 112.500 115.250

B63 137.500 115.250

B64 162.500 115.250

B65 187.500 115.250

B66 212.500 115.250

B67 237.500115.250

B68 262.500115.250

1-8 UNC - 2B THRU[1-8 UNC - 2B THRU]

Hole TableHOLE XDIM YDIM DESCRIPTIONC24 237.733 83.000

C25 62.268 103.000

C26 82.268 103.000

C27 94.268 103.000

C28 114.268 103.000

C29 185.733103.000

C30 205.733103.000

C31 217.733103.000

C32 237.733103.000

C33 62.268 119.500

C34 82.268 119.500

C35 94.268 119.500

C36 114.268 119.500

C37 185.732 119.500C38 185.733 119.500C39 205.732119.500

C40 217.732 119.500

C41 237.732119.500C42 237.733119.500C43 62.268 139.500

C44 82.268 139.500

C45 94.268 139.500

C46 114.268 139.500

C47 185.733139.500

C48 205.732139.500

C49 217.732139.500

C50 237.732139.500C51 237.733139.500

1 1/2-6 UNC - 2B THRU[1 1/2-6 UNC - 2B THRU]

C47

C38

C51

C42

D2 D6 D7 D11D5D1 D8 D12D4 D9D3 D10

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

467134 lbmass

205-0600-1001


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

EBREAK EDGES:3AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: .06

PROJECT:

DESCRIPTIION:

NOTES:1. SEE SHEET 1 FOR WELDMENT AND SURFACE TOLERANCING.

PEDESTAL CARRIAGEPLATFORM SIDE HOLE MACHINING

A26A25A24A23A22A21A20A19A18A17A16A15A14

A13A12A11A10A9A8A7A6A5A4A3A2A1Hole TableHOLE XDIM YDIM DESCRIPTION

A1 3.000 -13.970

A2 27.500 -13.970

A3 52.000 -13.970

A4 76.500 -13.970

A5 101.000 -13.970

A6 125.500 -13.970

A7 150.000 -13.970

A8 174.500 -13.970

A9 199.000 -13.970

A10 223.500 -13.970

A11 248.000 -13.970

A12 272.500 -13.970

A13 297.000 -13.970

A14 3.000 -5.970

A15 27.500 -5.970

A16 52.000 -5.970

A17 76.500 -5.970

A18 101.000 -5.970

A19 125.500 -5.970

A20 150.000 -5.970

A21 174.500 -5.970

A22 199.000 -5.970

A23 223.500 -5.970

A24 248.000 -5.970

A25 272.500 -5.970

A26 297.000 -5.970

1.625 THRU WALL[41.3 THRU WALL]

0,0ORIGINDATUM

13.97[354.8]( )

3.0[76.2]( )

Ø0.015 A B C

-A-

-B-

-C-

1.5[38.1]( )WALL

SIDE VIEW

250.015

0.005

0.050

11/4/19Scheblein

.005

.5°

0.030

A3

SECTION D-DSCALE .1

SECTION F-FSCALE .1

SECTION G-GSCALE .1

SECTION H-HSCALE .1

SECTION J-JSCALE .1

SECTION N-NSCALE .1

SECTION P-PSCALE .1

D

DF F

G G

H H

J

J

N N

P P

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

467134 lbmass

205-0600-1001


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

EBREAK EDGES:4AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: .1

PROJECT:

DESCRIPTIION:

PEDESTAL CARRIAGEPLATFORM WELDING DETAILSNOTES:

1. SEE SHEET 1 FOR WELDMENT AND SURFACE TOLERANCING.

.5

.5

TYPICAL

.5

.5

TYPICAL

.5 1-2

12 PLACES

.5

TYPICAL

.5

TYPICAL

.5

TYPICAL

1-2

TYPICAL

.5 1-2

TYPICAL

.5 1-2

TYPICAL

.5 1-2

TYPICAL

.5 3-6

G

16

76

86 8

1212

10 5

8 16

20720 169

9

910

16

19

250.015

0.005

0.050

10/7/19Scheblein

.005

.5°0.030

A-3

TOP VIEW

BOTTOM VIEW

BOTTOM VIEW

8

9.5 1-2

.5 1-2

1313 12

.5

TYP

(.5)

TYP

18

1717

.5 1-2

TYP

13

13

Hexagon Socket Head Cap ScrewANSI B18.3 - 1 - 8 UNC - 2

1/2 HS HCS

321

PEDESTAL FLANGE205-0600-201621

PEDESTAL OUTER SOLID WEB205-0600-201711

BILL OF MATERIALS


1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

116965 lbmassA3

205-0600-1002


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX 0.01


FINISH: MAX.: MIN.:

EBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: 1 / 10

PROJECT:

DESCRIPTIION:


NOTES:1. USE ONLY GRADE "A" ST. STEEL HARDWARE2. QUANTITY REQUIRED: 23. DIMENSIONS ARE FOR REFERENCE ONLY.4. USED ON: 205-0600-1000

sPHENIX Pedestal CarriageCRADLE OUTER PEDESTAL ASSEMBLY

CL

2.0[50.8]( )

113.0[2870.2]( )

229.54[5830.3]( )

37.826[960.8]( )

12.737[323.5]( )

114.79[2915.7]( )

4.0[101.6]( )

23

1

10.0[254.0]( )

MARK "SOUTH SIDE" WITH 1" HIGH CHARACTERS

Scheblein 10/14/19

Hexagon Socket Head Cap ScrewANSI B18.3 - 1 - 8 UNC - 2

1/2 HS HCS

321

PEDESTAL FLANGE205-0600-201621

PEDESTAL INNER SOLID WEB205-0600-201811

BILL OF MATERIALS


1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

116954 lbmassA3

205-0600-1003


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX 0.01


FINISH: MAX.: MIN.:

EBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


sPHENIX Pedestal CarriageCRADLE INNER PEDESTAL ASSEMBLY

CL

2.0[50.8]( )

113.0[2870.2]( )

229.58[5831.3]( )

37.826[960.8]( )

12.737[323.5]( )

114.79[2915.7]( )

4.0[101.6]( )

2

3

1

2.29[58.2]( ) 25.0

[635.0]( )8.0

[203.2]( )

1.0[25.4]( )

MARK "SOUTH SIDE" WITH 1" HIGH CHARACTERS

NOTES:1. USE ONLY GRADE "A" ST. STEELHARDWARE2. QUANTITY REQUIRED: 23. DIMENSIONS ARE FOR REFERENCE ONLY.4. USED ON: 205-0600-1000

Scheblein 11/4/19

10.0[254.0]( )

1.160[29.5]( )20X THRU

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

1133 lbmassA3

205-0600-1004


UPTON, NY 11973



SCALE: WEIGHT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

DBREAK EDGES:1 OF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


sPHENIX Pedestal CarriageCRADLE EDGE BRACKET WELDMENT

29.75[755.7]

12.500317.5[ ]

25.000635.0[ ]

1.1328.6[ ]

4.750120.7[ ]

7.00[177.8]( )

2.250[57.2]

0.750[19.1]

6X 1.125 THRU[6X 28.6 THRU]

0.750[19.1]( )

7.0[177.8]( )

.5

.5

4.25108.0[ ]

6.000152.4[ ]

9.00[228.6]

1.13[28.6] 4.750

120.7[ ]

7.00[177.8]

4X 1.125 THRU[4X 28.6 THRU]

3.00[76.2]

31.250[793.8]

5.3[133.4]

5.3[133.4]

3.0[76.2]

-A-

0.030 A

0.030

NOTES:1. MATERIAL: A36 STEEL PLATE2. QUANTITY REQUIRED: 83. MODEL FILENAME: end brace_jh4. USED ON: 205-0600-10005. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

C

0.062 A B C

12.00[304.8]( )

B

0.062 B C A

32.0[812.8]( )

5.500139.7[ ]

4.8[120.7]

.5 2-6

.5 2-6

-c-

1.00[25.4]

SCHEBLEIN 11/4/19

A

SECTION A-ASCALE 1 / 4

A

A

A36 STEEL OR EQUAL (3/4" thk. x 18.24" x 7.55")PLATE21

A36 STEEL OR EQUALW18x60 I-BEAM11

BILL OF MATERIALS


1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

1N/A

205-0600-1005


UPTON, NY 11973




REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

EBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


sPHENIX Pedestal CarriageCRADLE BRACE W18x60 WELDMENT

0.695[17.7]( )

2.1[53.3]

2.1[53.3]

0.415[10.5]( ) WEB

7.550[191.8]( )

0.695[17.7]( )

4.550115.6[ ]

2.87573.0[ ]

12.240310.9[ ]

4X 1.125 THRU[4X 28.6 THRU]

18.24[463.3]

0.750[19.1]

PLATE

113.00[2870.2]

105.000[2667.0]( )

21.000533.4[ ]

5X

2.75069.9[ ]

12X 0.688 THRU ONE WALL ONLY[12X 17.5 THRU ONE WALL ONLY]

.5

.5

9.1[231.6]

5X 6.000 THRU[5X 152.400 THRU]

10X 0.813 THRU[10X 20.6 THRU]

2.00050.8[ ]

12[304.8]

22[558.8]

4X

2.00050.8[ ]

26.000660.4[ ]

4X

104.000[2641.6]( )

NOTES:1. MATERIAL: SEE BM2. QUANTITY REQUIRED: 83. MODEL FILENAME: craddle brace_jh4. USED ON: 205-0600-10005. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

Ø0.060 A B C

A

C

B

1.02526.0[ ]

5.500139.7[ ]

0.03 A

1.5038.1[ ]

0.125 C A B

0.120 A B C

Scheblein 11/4/19

250

2.40061.0[ ]

0.415[10.5]( )

ONE WALL ONLY

2

1

A3


A

A

16.38" X 15.995" X 1" A36 STEEL PLATEEND PLATE22

A36 STEEL W14X257 I-BEAMI-BEAM11

BILL OF MATERIALS


1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

11652 lbmass

205-0600-1006


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

DBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


sPHENIX Pedestal CarriageCRADLE JACK FLOOR DOUBLER

NOTES:1. MATERIAL: SEE BM. 2. QUANTITY REQUIRED: 63. MODEL FILENAME: CRADLE-I-BEAM 5_jh4. USED ON: 205-0600-10005. WELD TWO (2) 1" THICK PLATES TO I-BEAM ENDS.4. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

1.890[48.0]( )

FLANGE1.175[29.8]( )WEB

72.45[1840.2]( )

16.38[416.1]END

PLATES

16.00[406.3]END

PLATES2 REQ'D

12.000304.8[ ]

2.0050.8[ ]

12.000304.8[ ]

2X 1.625 THRU[2X 41.3 THRU]

12.000[304.8]( )

6.20157.5[ ]

20.000508.0[ ]

3X

60.000[1524.0]( )

12.000304.8[ ]

8X 1.625 THRU[8X 41.3 THRU]

1.0[25.4]END PLATES

.5

TYPICAL

BOTH END PLATES

15.995[406.3]( ) I-BEAM 1.0

[25.4]( )END

PLATES

16.380[416.1]( )I-BEAM

B

A

C

70.45[1789.4]

0.125 C B A

0.062 A B C

.05"

.03".005".5

2.00050.8[ ]

NEAR & FARSIDE

SCHEBLEIN 11/4/19

250.015 .005 A3

12 2

1

1

2

2

3

3

4

4

A A

B B

12359 lbmassOUTSTANDING ECN NUMBERS

UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: 1/10

PROJECT:

DESCRIPTIION:

205-0600-2001

REVISION HISTORY

REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED

A RELEASED 10/14/19

146.5[3721.1]

NOTES:1. MATERIAL: STEEL A36 W14X193 i-beam2. QUANTITY REQUIRED: 63. MODEL FILENAME: craddle-i-beam1_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

sPHENIX Pedestal CarriageCRADLE I-BEAM 1

15.710[399.0]( )

15.480[393.2]( ) 1.440

[36.6]( )

0.890[22.6]( )

.05"

.03"

.005".5

A-3

10/14/19SCHEBLEIN

.005.015250

1

1

2

2

3

3

4

4

A A

B B

12083 lbmass

205-0600-2002


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:

REVISION HISTORY


A RELEASE 10/23/19

NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 13. MODEL FILENAME: base-side-plate1_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

sPHENIX Pedestal CarriageCRADLE BASE SIDE PLATE 1

16.5[419.1]

300.0[7620.0]

1.500[38.1]( ) STOCK

3.5088.9[ ]

8.000203.2[ ]

3.0076.2[ ]

294.000[7467.6]( )

24.500622.3[ ]

12X 26X 1.625 THRU[26X 41.3 THRU]

B

C

A

0.125 A B C

.05"

.03"

.005".5

250.015 .005

SCHEBLEIN 10/14/19

A-3

1

1

2

2

3

3

4

4

A A

B B

11021 lbmass

205-0600-2003


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:

REVISION HISTORY


A RELEASE 10/14/19

NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 2 per assy.3. MODEL FILENAME: base-bottom-plate1_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

sPHENIX Pedestal CarriageCRADLE BOTTOM PLATE 1

1.0[25.4]( )STOCK

300.0[7620.0]

12.0[304.8]

250

SCHEBLEIN 10/14/19

A-3

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

EBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


NOTES:1. MATERIAL: 1.5" THICK A36 STEEL PLATE2. QUANTITY REQUIRED: 13. USED ON: 205-0600-10014. SEE NEXT ASSEMBLY FOR MACHINING SURFACES AND HOLES.5. FILENAME: BASPLATE.ipt6. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

sPHENIX Pedestal CarriageCRADLE BASE FLOOR

205-0600-2004

OPENING

300.0[7620.0]

149.5[3797.3]

125.01.03175.025.40[ ]

47.31.01202.325.40[ ]

50.01.01270.025.40[ ]

36.01.0914.425.40[ ]

1.5[38.1]( ) STOCK

.05"

.03"

.005".5

Scheblein 10/7/19

A-3.030 .015250

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

16442 lbmass

205-0600-2005


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

DBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: .1

PROJECT:

DESCRIPTIION:


NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 2.3. MODEL FILENAME: jack support plate_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE JACK SUPPORT PLATE

55.10 - 0.060.00+

1399.5 - 1.520.00+[ ]

7.53[191.3]

7.53[191.3]

40.04 - 0.060.00+

1017.0 - 1.520.00+[ ]

6.0[152.4]( ) STOCK

1.440 - 0.000.06+

36.6 - 0.001.52+[ ]

1.13 X 45.0° Chamfer[28.6 X 45.0° Chamfer]

75.5 - 0.060.00+

1917.7 - 1.520.00+[ ]

250

SCHEBLEIN 10/14/19

A-3

A1

A2

A3

A4

A5

A6

A7

A8

A9

A10

A11A12

A13

A14

A15

A16


A1 32.063 39.546

A2 32.063 15.546

A3 38.063 39.546

A4 38.063 15.546

A5 44.063 39.546

A6 44.063 15.546

A7 50.063 39.546

A8 50.063 33.546

A9 50.063 15.546

A10 50.063 21.546

A11 50.063 27.546

A12 26.063 27.546

A13 26.063 21.546

A14 26.063 15.546

A15 26.063 33.546

A16 26.063 39.546

5/8-11 UNC - 2B 2.000[5/8-11 UNC - 2B 50.8]

0,0ORIGIN

1

1

2

2

3

3

4

4

A A

B B

1695 lbmass0.015 0.005OUTSTANDING ECN NUMBERS

UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: 1/10

PROJECT:

DESCRIPTIION:

205-0600-2006

REVISION HISTORY


A RELEASED 10/14/19

NOTES:1. MATERIAL: STEEL A36 W14X193 i-beam2. QUANTITY REQUIRED: 2 per assy3. MODEL FILENAME: craddle-i-beam2_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE I-BEAM 2

15.480[393.2]( )

15.710[399.0]( )7.410.03

188.20.76[ ]2X40.28 - 0.06

0.00+

1023.1 - 1.520.00+[ ]

2X 7.41[188.2]( )

0.89[22.6]

4X

(REMOVEFILLET)

55.10 - 0.060.00+

1399.5 - 1.520.00+[ ]

12.57[319.3]( )

1.46 - 0.000.06+

37.0 - 0.001.52+[ ]

4X

1.13 X 45.00° Chamfer[28.702 X 45.00° Chamfer]

A-3

10/14/19SCHEBLEIN

250

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: 1/10

PROJECT:

DESCRIPTIION:

205-0600-2007

REVISION HISTORY


A RELEASED 10/23/19

NOTES:1. MATERIAL: STEEL A36 W14X193 i-beam2. QUANTITY REQUIRED: 23. MODEL FILENAME: craddle-i-beam3_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE I-BEAM 3

15.480[393.2]( )

15.710[399.0]

66.27 - 0.060.00+

1683.3 - 1.520.00+[ ]

7.430.03188.80.76[ ]

2X 51.40 - 0.060.00+

1305.7 - 1.520.00+[ ]

2X 7.43[188.8]( )

0.89[22.6]

REMOVE FILLET4 PLACES

12.56[319.0]( )

1.46 - 0.000.06+

37.1 - 0.001.52+[ ]

4X

4x1.13 X 45° Chamfer[4x28.70 X 45° Chamfer]

250

SCHEBLEIN 10/14/19

A-3

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: 1/10

PROJECT:

DESCRIPTIION:

205-0600-2008

REVISION HISTORY


A RELEASED 10/23/19

NOTES:1. MATERIAL: STEEL A36 W14X193 i-beam2. QUANTITY REQUIRED: 63. MODEL FILENAME: craddle-i-beam4_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE I-BEAM 4

15.480[393.2]( )

15.710[399.0]( )

51.52 - 0.060.00+

1308.6 - 1.520.00+[ ]

7.410.03188.20.76[ ]

2X36.70 - 0.060.00+

932.2 - 1.520.00+[ ]

2X 7.41[188.2]( )

0.89[22.6]REMOVE FILLETS4 PLACES

1.46 - 0.000.06+

37.1 - 0.001.52+[ ]

4X

12.56[319.0]( )

1.13 X 45° Chamfer[28.70 X 45° Chamfer]

4 PLACES

250

SCHEBLEIN 10/14/19

A-3

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: 1/10

PROJECT:

DESCRIPTIION:

205-0600-2009

REVISION HISTORY


A RELEASED 10/14/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 43. MODEL FILENAME: trolley frame stiffener_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE TROLLEY FRAME STIFFENER

51.68 - 0.060.00+

1312.5 - 1.520.00+[ ]

12.55 - 0.060.00+

318.8 - 1.520.00+[ ]

1.0[25.4]( )


4 PLACES

250

SCHEBLEIN 10/14/19

A-3

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: 1/10

PROJECT:

DESCRIPTIION:

205-0600-2010

REVISION HISTORY


A RELEASED 10/14/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 23. MODEL FILENAME: trolley frame stiffener3_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE TROLLEY FRAME STIFFENER 3

29.87 - 0.060.00+

758.7 - 1.520.00+[ ]1.0

[25.4]( )

12.55 - 0.060.00+

318.8 - 1.520.00+[ ]

2 PLACES


250

SCHEBLEIN 10/14/19

A-3

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: 1/10

PROJECT:

DESCRIPTIION:

205-0600-2011

REVISION HISTORY


A RELEASED 10/14/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 43. MODEL FILENAME: trolley frame stiffener2_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE TROLLEY FRAME STIFFENER 2

30.19 - 0.060.00+

766.8 - 1.520.00+[ ]

12.55 - 0.060.00+

318.8 - 1.520.00+[ ]

1.0[25.4]( )

1.13 X 45° Chamfer[28.70 X 45° Chamfer]2 PLACES

250

SCHEBLEIN 10/14/19

A-3

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: .0625

PROJECT:

DESCRIPTIION:

205-0600-2012

REVISION HISTORY


A RELEASED 3/21/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 23. MODEL FILENAME: roller support3_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE ROLLER SUPPORT 3

15.0[381.0]

45.00[1143.0]

13.50 - 0.060.00+

342.9 - 1.520.00+[ ]

14.0[355.6]

14.0[355.6]( )

14.5[368.3]

17.0[431.8]( )

1.00 - 0.030.00+

25.4 - 0.760.00+[ ]

43.0[1092.2]

3.0[76.2]( )

.05

.03

.005.5

250

SCHEBLEIN 10/14/19

A-3.015 .005

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:

205-0600-2013

REVISION HISTORY


A RELEASED 10/14/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 43. MODEL FILENAME: roller support2_jh4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE ROLLER SUPPORT 2

1.44[36.6]( )

9.505[241.4]

8.01 - 0.060.00+

203.5 - 1.520.00+[ ]

2.0[50.8]( )

43.25 - 0.060.00+

1098.6 - 1.520.00+[ ]

17.50 - 0.000.06+

444.5 - 0.001.52+[ ]

6.00 - 0.000.06+

152.4 - 0.001.52+[ ]

15.45 - 0.060.00+

392.4 - 1.520.00+[ ]

250

SCHEBLEIN 10/14/19

A-3

1

1

2

2

3

3

4

4

A A

B B

C C

D D

11333 lbmassA30.015 0.005250OUTSTANDING ECN NUMBERS

UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

CBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:

205-0600-2014

REVISION HISTORY


A RELEASED 10/14/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 23. MODEL FILENAME: long roller doubler4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE LONG ROLLER DOUBLER

56.0[1422.4]

68.3[1734.2]

16.0[406.4]

36.57[928.8]

15.710[399.0]( )

20.145[511.7]

15.71[399.0]

20.145[511.7]( )

2.0[50.8]( )

SCHEBLEIN 10/14/19

1

1

2

2

3

3

4

4

A A

B B

12106 lbmass

205-0600-2015


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:

REVISION HISTORY


A RELEASED 10/14/19

NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 13. MODEL FILENAME: base-side-plate2 NO HOLES4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE BASE SIDE PLATE NO HOLES

16.5[419.1]

300.0[7620.0]

1.5[38.1]( )

.05"

.03"

.005".5

250 .015 .005

SCHEBLEIN 10/14/19

A-3

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

11274 lbmass

205-0600-2016


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

DBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


2.000[50.8]

229.58[5831.3]

10.000[254.0]

NOTES:1. MATERIAL: STEEL A36 PLATE2. QUANTITY REQUIRED: 1 PER ASSEMBLY3. MODEL FILENAME: PEDESTAL FLANGE4. USED ON: 205-0600-1002 & 10035. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

sPHENIX Pedestal CarriageCRADLE PEDESTAL FLANGE

2.29058.2[ ]

8.000203.2[ ]

25.000635.0[ ]

9X

225.000[5715.0]( )

20X 1.160 THRU[20X 29.5 THRU]

2.00050.8[ ]

3.29083.6[ ]

11.500[292.1]

223.000[5664.2]( )

3.290[83.6]( )11.500

292.1[ ]200.000[5080.0]( )

21X 1.060 THRU 1.531 1.06021X 26.9 THRU 38.9 26.9[ ]

-A-

0.030"

0.030" A

12.500317.5[ ]

16X 25.000[635.0]( )

.05"

.03"

.005".5

Ø0.03 A B C

Ø0.03 A B C

-C-

-B-

1.00025.4[ ]

4.000101.6[ ]

A3

SCHEBLEIN 11/4/19

.005.015250


A

A

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

115671 lbmass

205-0600-2017


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

EBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


NOTES:1. MATERIAL: STEEL A36 PLATE2. QUANTITY REQUIRED: 13. MODEL FILENAME: SOLID-WEB-OUTER4. USED ON: 0205-0600-10025. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

sPHENIX Pedestal CarriageCRADLE PEDESTAL SOLID WEB OUTER

6.00152.4[ ]

6.00152.4[ ]

2.0050.8[ ]

2X 1-8 UNC - 2B 2.000[2X 1-8 UNC - 2B 50.8]

24X 1-8 UNC - 2B THRU[24X 1-8 UNC - 2B THRU]

24 TOTAL

1.0025.4[ ]

2.00050.8[ ]

3.2983.6[ ]

11.500292.1[ ]

200.000[5080.0]( ) 11.500

292.1[ ]3.290[83.6]( )12.500

317.5[ ]16X

21X 1-8 UNC - 2B 2.000[21X 1-8 UNC - 2B 50.8]

229.580[5831.3]

4.0[101.6]

12.84326.0[ ]

4.750120.7[ ]

4X

3.50088.9[ ]

4X

12.500317.5[ ]

4X

25.000635.0[ ]

4X

66.01676.4[ ]

133.163382.3[ ]

199.165058.7[ ]

12.000304.8[ ]

123.4603135.9[ ]

12.000304.8[ ]

4X 1.625 THRU[4X 41.3 THRU]

4.000101.6[ ]

21.000533.4[ ]

5X

105.000[2667.0]( )

0.62515.9[ ]

2.75069.9[ ]

12X 9/16-12 UNC - 2B 1.500BOTH ENDS

12X 9/16-12 UNC - 2B 38.1BOTH ENDS[ ]

111.000[2819.4]

12.737[323.5]

35.826[910.0]

168.75°2X

157.50°2X

146.25°2X

135.00°2X

123.75°2X

112.50°2X

20.906[531.0]

TYPICALFLATS

0.500[12.7]

13X

104X FULL RAD

5.906[150.0]

13X

12.126[308.0]

13X

16.426[417.2]

13X

0.875[22.2]

104X

0.500[12.7]

13X CL

106.578[2707.1]

11.25°(13X FLATS TYPICAL)

(45.00°)

1.25[31.8]

13X

2.25[57.2]

13X

X 1.25 DPPOCKETS

19.16[486.6]

13X

X 1.25 DEEPNEAR & FAR SIDES

R0.500[R12.7]

TYPICAL

13 OPENINGS

CL

2.241[56.9]

13X

Ø0.062 C A B

0.060 A-B-

0.030 A B C

0.060 A B C

0.060 A B C

12.00304.8[ ]

2X

0.030 A B C

0.125 A B C

-A- 0.125

-C-

0.060 A

1.250[31.8]

13x

OPENING DEPTHBOTH SIDES

13 SURFACES

0.25° D

0.25° D

0.25° D

0.25° D

0.25° D

0.25° D

0.030 A -D-

47.0601195.3[ ]

125

Scheblein 11/4/19

A3

20.906[531.0]( )

ACROSS FLATS

47.060[1195.3]( )

55.730[1415.5]( ) 55.730

[1415.5]( )


A

A

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

115660 lbmass

205-0600-2018


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

EBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


NOTES:1. MATERIAL: STEEL A36 PLATE2. QUANTITY REQUIRED: 13. MODEL FILENAME: SOLID-WEB-INNER4. USED ON: 0205-0600-10035. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

sPHENIX Pedestal CarriageCRADLE PEDESTALSOLID WEB INNER

229.580[5831.3]

4.0[101.6]

4.000101.6[ ]

21.000533.4[ ]

5X

105.000[2667.0]( )

0.62515.9[ ]

2.75069.9[ ]

111.000[2819.4]

12.737[323.5]

35.826[910.0]

168.75°2X

157.50°2X

146.25°2X

135.00°2X

123.75°2X

112.50°2X

20.906[531.0]( )FLATS

0.500[12.7]

13X

CL

168.75°(13X FLATS TYPICAL)

(45.00°)

1.25[31.8]

13X

2.3[57.2]

13X

X 1.25 DPPOCKETS

19.16[486.6]

13X

X 1.25 DEEP POCKETSNEAR & FAR SIDE

R0.500[R12.7]

TYPICAL

13 POCKETS

CL

0.500[12.7]

13X

16.426[417.2]

13X

6.000152.4[ ]

2.00050.8[ ]

6.000152.4[ ]1.250

[31.8]( )POCKETDEPTH

R0.438[R11.1]TYP

0.875[22.2]

13X

12.000304.8[ ]

12.00304.8[ ]

4X 1.625 THRU[4X 41.3 THRU]

1.00[25.4]

2.00050.8[ ]

3.2983.6[ ]

11.500292.1[ ]

12.500317.5[ ]

200.000[5080.0]( ) 11.500

292.1[ ]3.290[83.6]( )

20.906531.0[ ]

TYPICALFLATS

12X 9/16-12 UNC - 2B 1.500BOTH ENDS

12X 9/16-12 UNC - 2B 38.1BOTH ENDS[ ]

2.240[56.9]

13X

5.906[150.0]

12.126[308.0]

13X 106.577[2707.1]

0.030 A B C

Ø0.062 C A B

0.060 A

Ø0.060 A B C

-A- 0.125

Ø0.125 A B C

0.060 A -B-

123.4603135.9[ ]

12.000304.8[ ]

21x 1-8 UNC - 2B 2.000[21x 1-8 UNC - 2B 50.8]

0.03 A B C

.05"

.03".005".5°

1.250[31.8]

13X

OPENING DEPTH BOTH SIDES

2X 1-8 UNC - 2B 2.000[2X 1-8 UNC - 2B 50.8]

47.060[1195.3]( ) 47.060

1195.3[ ]

0.25° D

0.25° D

0.25° D

0.25° D

0.25° D

0.25° D

20.906[531.0]

TYPICAL FLATS

13 SURFACES

0.030 A -D-

Scheblein

A3125

11/4/19

.005.015

-C-

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

E E

F F

G G

H H

12281 lbmassA3

205-0600-2019


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

EBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: 1/8

PROJECT:

DESCRIPTIION:


PEDESTAL CARRIAGECRADLE JOINER PLATE

1.0[25.4]

-A-

27.000[685.8]

3000.1257620.03.18[ ]

A1

A2

A3

A4

A5 A6 A7 A8 A9

A10

A11

A12 A13

A14

A15 A16

A17

A18 A19

A20

A21 A22

A23

A24


A1 2.000 3.000

A2 2.000 24.000

A3 13.700 3.000

A4 13.700 24.000

A5 54.565 3.000

A6 110.565 3.000

A7 177.735 3.000

A8 233.735 3.000

A9 286.300 3.000

A10 54.565 24.000

A11 66.265 3.000

A12 66.265 24.000

A13 110.565 24.000

A14 122.265 3.000

A15 122.265 24.000

A16 177.735 24.000

A17 189.435 3.000

A18 189.435 24.000

A19 233.735 24.000

A20 245.435 3.000

A21 245.435 24.000

A22 286.300 24.000

A23 298.000 3.000

A24 298.000 24.000

1.750 THRU[44.5 THRU]

2.000[50.8]( )

3.000[76.2]( )

Ø0.25 A B C

-B-

-C-

NOTES:1. MATERIAL: STEEL A36 PLATE2. QUANTITY REQUIRED: 13. MODEL FILENAME: CRADLE JOINER PLATE4. USED ON: 0205-0600-10005. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

Scheblein 11/4/19

0,0ORIGIN

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

12167 lbmass

205-0600-2020


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

DBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


sPHENIX Pedestal CarriageCRADLE JACK FLOOR DOUBLER

NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 63. MODEL FILENAME: jack floor doubler_jh4. USED ON: 205-0600-10005. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

58.0[1473.2]

2.00[50.8]

66.430.031687.30.76[ ]

A1 A2 A3 A4

A5 A6 A7 A8

A9 A10 A11 A12

A13 A14 A15 A16


A1 3.250 3.0001.625 THRU[41.3 THRU]

A2 23.250 3.0001.625 THRU[41.3 THRU]

A3 43.250 3.0001.625 THRU[41.3 THRU]

A4 63.250 3.0001.625 THRU[41.3 THRU]

A5 3.250 23.0001.625 THRU[41.3 THRU]

A6 23.250 23.0001.625 THRU[41.3 THRU]

A7 43.250 23.0001.625 THRU[41.3 THRU]

A8 63.250 23.0001.625 THRU[41.3 THRU]

A9 3.250 35.0001.625 THRU[41.3 THRU]

A10 23.250 35.0001.625 THRU[41.3 THRU]

A11 43.250 35.0001.625 THRU[41.3 THRU]

A12 63.250 35.0001.625 THRU[41.3 THRU]

A13 3.250 55.0001.625 THRU[41.3 THRU]

A14 23.250 55.0001.625 THRU[41.3 THRU]

A15 43.250 55.0001.625 THRU[41.3 THRU]

A16 63.250 55.0001.625 THRU[41.3 THRU]

3.25[82.6]

3.0[76.2]

0,0

-A-

-C-

-B-

ALL DIMENSIONS IN TABLE ARE BASIC.

Ø0.062 A B C

A3

11/4/19SCHEBLEIN

250

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

1947 lbmass

205-0600-2021


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

DBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


sPHENIX Pedestal CarriageCRADLE CARRIAGE MID PLATFORM

NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 43. MODEL FILENAME: c-channel1_jh4. USED ON: 205-0600-10005. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

118.5[3009.9]

1.025.4[ ]

37.225945.5[ ]

76.5001943.1[ ]

2.050.8[ ]

16.875428.6[ ]

33.750857.3[ ]

10.99279.0[ ]

12.240310.9[ ]

1.5[38.1]

4.550115.6[ ]

2 PLACES

11.8[299.7]

15.9[403.9]

30.150[765.8]

16.1[408.9]

15.9[403.9]

76.5001943.1[ ]

3X 1.000 THRU[3X 25.4 THRU]

8X 1.125 THRU[8X 28.6 THRU]

2X 1.125 THRU[2X 28.6 THRU]

0.75[19.1]

42.0[1066.8]

-A-

-B-

-C- Ø0.062 A B C

Ø0.125 A B C

3.775[95.9]

A3

Scheblein 11/4/19

Ø0.062 A B C

0.0500.0300.005.5°

.015 .005250

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

141 lbmassA3

205-0600-2026


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX .03


FINISH: MAX.: MIN.:

DBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


sPHENIX Pedestal CarriageCRADLE CARRIAGE MID PLATFORM TIE

NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 23. MODEL FILENAME: mid platform tie.ipt4. USED ON: 205-0600-10005. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

2.0[50.8]

16.875[428.6]

33.750[857.3]

0.98[24.8]

2.050[52.1]

4.0[101.6]

37.8[958.9]

1.0[25.4]

6X 1.250 THRU[6X 31.8 THRU]

Scheblein 10/7/19

SECTION A-ASCALE 1 : 16 PLACES

A

A

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

end cap door track

11012 lbmass

205-0600-2027


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX .03

X.XXX ANGLES

FINISH: MAX.: MIN.:

DBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: 1/16

PROJECT:

DESCRIPTIION:


sPHENIX Pedestal Carriage

NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 23. MODEL FILENAME: END CAP DOOR TRACK 4. USED ON: 205-0600-10005. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY.

2.0[50.8]

300.0[7620.0]

1.25[31.8]

59.500[1511.3]

5X

297.500[7556.5]( )

1.250[31.8]

3.500[88.9]

2.0[50.8]( )

1.060[26.9]( )

1.000[25.4]( )Ø THRU

1.531[38.9]( )Ø THRU

12X 1.000 THRU 1.531 1.06012X 25.4 THRU 38.9 26.9[ ]

-A-

0.030"

0.060" A

6.00[152.4]

6.000[152.4]( )

10/14/19SCHEBLEIN

A-3.005.015250

.05"

.005"0.5°

1

1

2

2

3

3

4

4

A A

B B

1318 lbmassA3

205-0600-2028


UPTON, NY 11973




REV.:




X.X 0.05X.XX 0.01


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: .0625

PROJECT:

DESCRIPTIION:


NOTES:1. MATERIAL: A36 STEEL 4" X 6" X 1/2" ANGLE2. QUANTITY REQUIRED: 23. MODEL FILENAME: mid platform stiffener4. USED ON: 205-0600-10005. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

CRADLE CARRIAGE MID PLATFORMSTIFFENER

4.0[101.6]( )

6.0[152.4]( )

3.775[95.9]

76.500[1943.1]

37.225[945.5]

2.050[52.1]

37.225[945.5]

76.500[1943.1]

237.050[6021.1]

0.5[12.7]( ) 6X 1.250 THRU

[6X 31.8 THRU]

2.000[50.8]

SCHEBLEIN 10/14/19

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX 0.01


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: .125

PROJECT:

DESCRIPTIION:

205-0600-2029

REVISION HISTORY


A RELEASED 10/14/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 23. MODEL FILENAME: SHORT ROLLER GUSSET4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

SHORT ROLLER GUSSET

55.1[1399.5]

8.04[204.2]

1.5[38.1]

SCHEBLEIN 10/14/19

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX 0.01


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:

205-0600-2030

REVISION HISTORY


A RELEASED 10/14/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 43. MODEL FILENAME: SHORT ROLLER GUSSET 24. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

SHORT ROLLER GUSSET 2

20.0[508.0]

1.0[25.4]

14.04[356.6]

1.44[36.6]

1.25 X 45° Chamfer2 PLACES31.75 X 45° Chamfer2 PLACES[ ]

7.41[188.2]

SCHEBLEIN 10/14/19

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX 0.01


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:

205-0600-2031

REVISION HISTORY


A RELEASED 10/14/19



11.0[279.4] 1.0

[25.4]

14.04[356.6]

SCHEBLEIN 10/14/19

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX 0.01


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:

Q.A. CATEGORY: .125

PROJECT:

DESCRIPTIION:

205-0600-2032

REVISION HISTORY


A RELEASED 10/14/19



40.28[1023.1]

1.44[36.6]

19[482.6]

SCHEBLEIN 10/14/19

1

1

2

2

3

3

4

4

A A

B B


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX 0.01


FINISH: MAX.: MIN.:

BBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:

205-0600-2033

REVISION HISTORY


A RELEASED 10/14/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 43. MODEL FILENAME: LONG ROLLER INSIDE GUSSET4. USED ON: 205-0600-10015. DIMENSIONS AND TOLERANCES IN BRACKETS ARE FOR REFERENCE ONLY. sPHENIX Pedestal Carriage

LONG ROLLER INSIDE GUSSET

7.5630.05192.11.27[ ]

8.04[204.2]

1.0[25.4]

SCHEBLEIN 10/14/19

SECTION B-B · 2019-11-26 · section a-a scale .1 section b-b scale .1 section c-c scale .1...

Documents

Transcript of SECTION B-B · 2019-11-26 · section a-a scale .1 section b-b scale .1 section c-c scale .1...