B sPhenix-platform-joined · ANSI/ASME B18.2.1 - 1 1/8-7 Hex Bolt - UNC (Regular Thread - Inch) UNC...

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

UNC - 4.5

382


UNC - 4

378


UNC - 2.75

368

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

- 4

3520

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

Type A

3420

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

HS HCS

3324


UNC - 7

322


UNC - 6

3110


UNC - 6.5

306

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

UNC - 1

2912


3/4 HS HCS

283


UNC - 5.5

275

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1 1/2 - 62635

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

5

2526

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

- Type B

2488


UNC - 2

232

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

narrow - Type A

2234

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1 1/8 - 72116


UNC - 3.25

2010

Washer AASTM F436 - 1 1/8198

Hex Nuts (Inch Series) Hex NutANSI B18.2.2 - 1 - 8186

Hex Cap ScrewANSI B18.2.1 - 1-8 UNC - 3.25176

Washer AASTM F436 - 11612

x-y table_no jacks151

x-y table_4 jacks142

205-0600-2026132

205-0600-2021124

205-0600-1005118

end cap door track 2x6 bar 205-0600-2027102

205-0600-100498

205-0600-100282

205-0600-100372

0205-0600-100162

205-0600-201951

205-0600-202046

h-cal skin_jh31

205-0600-100626

205-0600-100711

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

1N/A

sPhenix-platform-joined

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 3/26/19

PEDESTAL CARRIAGEASSEMBLY

NOTES:1.

6

6

9

11

10

12

12

8

7

8

7

11

11

114

4

4

2

2

2

12

9

9

9

11

11

12

11

4

4

2

2

2

11 4

13

13

SECTION A-ASCALE .1

SECTION B-BSCALE .1 SECTION C-C

SCALE .1

SECTION L-LSCALE .1

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

464824 lbmass

0205-0600-1001OUTSTANDING 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:

A A

short roller gusset4219

short roller gusset 1218

short roller gusset 2417

short roller gusset216

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 2205-0600-2011211

TROLLEY FRAME STIFFENER 3205-0600-2010210

TROLLEY FRAME STIFFENER205-0600-200949

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


PEDESTAL CARRIAGEPLATFORM 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

76

8

1

14

14

8

1

1

12

1

7

8

7 68 8

8 78

300.00.0507620.01.27[ ]

149.50.0503797.31.27[ ]

45.0[1143.0]( )

40.0[1016.0]( )

13.5[342.9]

5

4

2

6

12

14

3

15

1

19.98[507.5]( )

3

76

5

11

10

11

1010

11

13

13

13

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 4.000[41.3 101.6]

2.0[50.8]( )

10.5[266.7]( )

12X1.625 HRU[12X41.3 HRU]

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

0.080"

NOTES:1. SEE SHEET 2 & 3 FOR ADDITIONAL MACHINING.2. ITEM 4 TO ASSEMBLY

GROOVE WELDALL BUTT JOINTS

.5" DEPTH

-B-

-A-

-C-

Ø0.060 A B CHOLE POSITIONAL TOLERANCE

1.500[38.1]( )

0.050" A 0.050" A

0.030"2 PLACES

0.050"4 SURFACES

1.50[38.1]

0.030[0.8]

MAX

12.000.050304.81.27[ ]

64.50[1638.3]

12.000.050304.81.27[ ]

0.030[0.8]

MAX

0.010"2 SURFACES

BOTTOM VIEW

.5 1-2 TYPICAL

.5 1-2 TYPICAL

(.5) 3-6 SEE NOTE 2

(.5) 1-2TYPICAL

.5 3-6G

TYPICAL

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

464824 lbmass


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.

D12D11D10D9D8D7D6D5D4D3D2D1

E31

E23

E15

E7

E30

E22

E14

E32E29

E24E21

E16E13

E8E5 E6

E27

E19

E11

E3

E26

E18

E10

E28E25

E20E17

E12E9

E4E2E1

D28D27D20D18D17

D26D25

D19

B10

B20

B1 B2 B3 B4 B5 B6 B7 B8 B9

B11 B12 B13 B14 B15 B16 B17 B18 B19

B39B38B37B36B35B34B33B32B31

B29B28B27B26B25B24B23B22B21

B40

B30

C5 C8

C14

C4

C11

C1

A1 A2 A3 A4

A5 A7

A11 A12

A6 A8

A16A15

D13 D14

D22D21 D24D23

D15 D16

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 1.500[41.4 38.1]

300.000[7620.0]

149.5[3797.3]

E34E33

C6

C12

C7

C13

C3

C10

C2

C9

Hole TableHOLE XDIM YDIM DESCRIPTIONB1 37.500 30.750

B2 62.500 30.750

B3 87.500 30.750

B4 112.500 30.750

B5 137.500 30.750

B6 162.500 30.750

B7 187.500 30.750

B8 212.500 30.750

B9 237.500 30.750

B10 262.500 30.750

B11 37.500 38.750

B12 62.500 38.750

B13 87.500 38.750

B14 112.500 38.750

B15 137.500 38.750

B16 162.500 38.750

B17 187.500 38.750

B18 212.500 38.750

B19 237.500 38.750

B20 262.500 38.750

B21 37.500 107.250

B22 62.500 107.250

B23 87.500 107.250

B24 112.500 107.250

B25 137.500107.250

B26 162.500107.250

B27 187.500107.250

B28 212.500107.250

B29 237.500107.250

B30 262.500107.250

B31 37.500 115.250

B32 62.500 115.250

B33 87.500 115.250

B34 112.500 115.250

B35 137.500 115.250

B36 162.500 115.250

B37 187.500 115.250

B38 212.500 115.250

B39 237.500115.250

B40 262.500115.250

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

Hole TableHOLE XDIM YDIM DESCRIPTIONC1 62.268 119.500

C2 82.268 119.500

C3 94.268 119.500

C4 114.268 119.500

C5 185.732 119.500

C6 205.732119.500

C7 217.732 119.500

C8 237.732119.500

C9 82.268 139.500

C10 94.268 139.500

C11 114.268 139.500

C12 205.732139.500

C13 217.732139.500

C14 237.732139.500

1 1/2-6 UNC - 2B 2.000[1 1/2-6 UNC - 2B 50.8]

Hole TableHOLE XDIM YDIM DESCRIPTIOND1 1.250 13.510

D2 60.750 13.510

D3 120.250 13.510

D4 179.750 13.510

D5 239.250 13.510

D6 298.750 13.510

D7 1.250 17.010

D8 60.750 17.010

D9 120.250 17.010

D10 179.750 17.010

D11 239.250 17.010

D12 298.750 17.010

D13 48.045 22.500

D14 52.795 22.500

D15 114.045 22.500

D16 118.795 22.500

D17 181.205 22.500

D18 185.955 22.500

D19 247.205 22.500

D20 251.955 22.500

D21 48.045 28.500

D22 52.795 28.500

D23 114.045 28.500

D24 118.795 28.500

D25 181.205 28.500

D26 185.955 28.500

D27 247.205 28.500

D28 251.955 28.500

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

Hole TableHOLE XDIM YDIM DESCRIPTIONE1 62.268 43.000

E2 82.268 43.000

E3 94.268 43.000

E4 114.268 43.000

E5 185.733 43.000

E6 205.733 43.000

E7 217.733 43.000

E8 237.733 43.000

E9 62.268 63.000

E10 82.268 63.000

E11 94.268 63.000

E12 114.268 63.000

E13 185.733 63.000

E14 205.733 63.000

E15 217.733 63.000

E16 237.733 63.000

E17 62.268 83.000

E18 82.268 83.000

E19 94.268 83.000

E20 114.268 83.000

E21 185.733 83.000

E22 205.733 83.000

E23 217.733 83.000

E24 237.733 83.000

E25 62.268 103.000

E26 82.268 103.000

E27 94.268 103.000

E28 114.268 103.000

E29 185.733103.000

E30 205.733103.000

E31 217.733103.000

E32 237.733103.000

E33 62.268 139.500

E34 185.733139.500

1 1/2-6 UNC - 2B 2.000[1 1/2-6 UNC - 2B 50.8]

125.00.1003175.02.54[ ]

47.3350.1001202.32.54[ ]

36.0600.100915.92.54[ ]

500.1001270.02.54[ ]

OPENINGTHRU BASEPLATE

HIDDEN LINES REMOVED FOR CLARITY

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-

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

464824 lbmass


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:


PEDESTAL CARRIAGEPLATFORM SIDE HOLE MACHINING

A26A25A24A23A22A21A20A19A18A17A16A15A14

A13A12A11A10A9A8A7A6A5A4A3A2A1Hole TableHOLE XDIM YDIM DESCRIPTION

A1 3.000 -13.470

A2 27.500 -13.470

A3 52.000 -13.470

A4 76.500 -13.470

A5 101.000 -13.470

A6 125.500 -13.470

A7 150.000 -13.470

A8 174.500 -13.470

A9 199.000 -13.470

A10 223.500 -13.470

A11 248.000 -13.470

A12 272.500 -13.470

A13 297.000 -13.470

A14 3.000 -5.470

A15 27.500 -5.470

A16 52.000 -5.470

A17 76.500 -5.470

A18 101.000 -5.470

A19 125.500 -5.470

A20 150.000 -5.470

A21 174.500 -5.470

A22 199.000 -5.470

A23 223.500 -5.470

A24 248.000 -5.470

A25 272.500 -5.470

A26 297.000 -5.470

1.625 THRU WALL[41.3 THRU WALL]

0,0ORIGINDATUM

13.47[342.1]( )

3.0[76.2]( )

Ø0.015 A B C

-A-

-B-

-C-

1.5[38.1]( )WALL

SIDE VIEW

SECTION D-DSCALE .1

SECTION F-FSCALE .1

SECTION G-GSCALE .1

SECTION H-HSCALE .1

SECTION J-JSCALE .1

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

464824 lbmass


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:

D

D

F F

G G

H H

J

J

PEDESTAL CARRIAGEPLATFORM WELDING DETAILS


.5

.5 TYPICAL.5.5 TYPICAL

.5 1-26 PLACES

.5TYPICAL

.5TYPICAL

.5 TYPICAL

.5 1-2TYPICAL

1-2TYPICAL

.5 1-2TYPICAL

.5 1-2TYPICAL

.5 1-2 TYPICAL

1-3TYPICAL

.5 1-2 TYPICAL

.5 1-2 TYPICAL.5 3-6

.5 TYPICAL


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:

REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA

NOTES:1. MATERIAL: STEEL A572 PLATE2. QUANTITY REQUIRED: 23. DIMENSIONS ARE FOR REFERENCE ONLY.4. USED ON: 0205-0600-

sPHENIX Pedestal CarriageCRADLE OUTER PEDESTAL ASSEMBLY

CHECK PRINTNOT FOR

PRODUCTION12-11-18

CL

2.000[50.8]

113.000[2870.2]

229.540[5830.3]

37.826[960.8]

12.737[323.5]

114.790[2915.7]

4.000[101.6]

23

1

10.000[254.0]

MARK "SOUTH SIDE" WITH 1" HIGH CHARACTERS


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

116953 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:


NOTES:1. MATERIAL: STEEL A572 PLATE2. QUANTITY REQUIRED: 23. DIMENSIONS ARE FOR REFERENCE ONLY.4. USED ON: 0205-0600-

sPHENIX Pedestal CarriageCRADLE INNER PEDESTAL ASSEMBLY

CHECK PRINTNOT FOR

PRODUCTION12-20-18

CL

2.000[50.8]

113.000[2870.2]

229.540[5830.3]

37.826[960.8]

12.737[323.5]

114.790[2915.7]

4.000[101.6]

2

3

1

2.307[58.6]( )

2.250[57.2]

25.000[635.0]

8.000[203.2]

1.000[25.4]

20X 1.160 THRU[20X 29.5 THRU]

MARK "SOUTH SIDE" WITH 1" HIGH CHARACTERS

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]

3.250[82.6]

12.500317.5[ ]

25.000635.0[ ]

1.13[28.6]

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 2-6

BOTH

SIDES

.5

BOTH

SIDES

1.50[38.1]

6.000152.4[ ]

9.00[228.6]

1.13[28.6]

4.750120.7[ ]

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. USED ON: 205-0600-

C

0.062 A B C

12.00[304.8]( )

B

0.062 B C A

32.0[812.8]( )

SECTION A-ASCALE 1 / 4

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

1635 lbmass

205-0600-1005


UPTON, NY 11973



SCALE: WEIGHT: 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:


sPHENIX Pedestal CarriageCRADLE BRACE W18x60 WELDMENT

0.810[20.6]( )

2.1[53.3]

2.1[53.3]

0.438[11.1]( ) WEB

7.550[191.8]( )0.810

[20.6]( )

4.550115.6[ ]

2.875[73.0]

12.240310.9[ ]

4X 1.125 THRU[4X 28.6 THRU]

18.240[463.3]

0.750[19.1]

PLATE

113.00[2870.2]

105.000[2667.0]

5 EQUAL SPACES AT 22.000" EACH =

TOLERANCES NON-CUMULATIVE

21.000533.4[ ]

TYPICAL

2.40[61.0]

2.75069.9[ ]

12X 0.688 THRU[12X 17.5 THRU]

.5

9.1[231.6]

5X 6.0 THRU[5X 152.40 THRU]

10X 0.813 THRU[10X 20.6 THRU]

2.00[50.8]

12[304.8]

22[558.8]

5X

2.00[50.8]

26.000660.4[ ]

104.000[2641.6]

4 EQUAL SPACES AT 26.000" EACH = TOL. NON. CUM.

NOTES:1. MATERIAL: STEEL A36 PLATE2. QUANTITY REQUIRED: 83. MODEL FILENAME: craddle brace_jh4. USED ON: 0205-0600-

Ø0.060 A B C

A

C

B

1.03[26.0]

5.500[139.7]

0.03 A

1.50[38.1]

0.125 C A B

0.120 A B C

SECTION A-ASCALE 1 / 4

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

11641 lbmass

205-0600-1006

OUTSTANDING ECN NUMBERS

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:

REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018

sPHENIX Pedestal CarriageCRADLE JACK FLOOR DOUBLER

NOTES:1. MATERIAL: A36 STEEL W14X257 I-BEAM2. QUANTITY REQUIRED: 63. MODEL FILENAME: CRADLE-I-BEAM 5_jh4. USED ON: 205-0600-5. WELD TWO (2) 1" THICK PLATES TO I-BEAM ENDS.

1.890[48.0]( )

FLANGE

1.175[29.8]( )WEB

72.45[1840.2]( )

16.38[416.1]END

PLATES

16.00[406.3]END

PLATES2 REQ'D

12.000304.8[ ]

2.00[50.8]

12.000304.8[ ]

2X 1.625 THRU[2X 41.3 THRU]

12.000304.8[ ]

6.20[157.5]

20.000508.0[ ]

60.0001524.0[ ]

3 EQUAL SPACES AT 20.000" EACH = TOL. NON. CUM.

2[50.7]

12.000304.8[ ]

8X 1.625 THRU[8X 41.3 THRU]

1.025.4[ ]

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

SECTION B-BSCALE 1 / 8

SECTION C-CSCALE 1 / 8

Jack mount71

hcl400261

JACK FOOT205-0600-202451

vendorRC-502_jh48

oilite bearing_jhFLUOROGOLD UPPER BEARING31

clp4002 with flange_jh205-0600-202221

X-Y TABLE WELDMENT205-0600-100811

BILL OF MATERIALS


B

B

C 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

1N/A

205-0600-1007


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

DBREAK EDGES:1AOF

1/1/1601

1/1/1601

1/1/1601

1/1/1601

1/1/1601


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


sPHENIX Pedestal CarriageCRADLE X-Y TABLE ASSEMBLY

NOTES:1. MATERIAL: SEE B/M2. QUANTITY REQUIRED: 43. MODEL FILENAME: X-Y TABLE_jh.iam4. USED ON: 205-0600-

CHECK PRINTNOT FOR

PRODUCTIONJAN. 31, 2019

5

2

1

4

4

5

2

13

4

38.000[965.2]

38.000[965.2]

1.750[44.5]

11.500[292.1]

1.750[44.5]

11.500[292.1]

12X 1.125 THRU[12X 28.6 THRU]

22.283[566.0]

20.000[508.0]

7.750[196.9]

4

4

1

2

5

7

0.750[19.1]

6

6

67

SECTION D-DSCALE 1 / 4

D D

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

1544 lbmass

205-0600-1008


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X 0.05X.XX 0.01


FINISH: MAX.: MIN.:

DBREAK EDGES:1AOF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


sPHENIX Pedestal CarriageCRADLE X-Y TABLE WELDMENT

NOTES:1. MATERIAL: STEEL A5722. QUANTITY REQUIRED: 43. MODEL FILENAME: X-Y TABLE_jh.ipt4. USED ON: 205-0600-1007

CHECK PRINTNOT FOR

PRODUCTION1-3-19

38.000[965.2]

0.750[19.1]3.085

[78.4]

31.830[808.5]

4.250[108.0]

7.000[177.8]

1.750[44.5]

11.500[292.1]

23.000[584.2]

34.500[876.3]

1.750[44.5]

11.500[292.1]

23.000[584.2]

34.500[876.3]

12X 1.125 THRU[12X 28.6 THRU]

2X 5.000 THRU[2X 127.0 THRU]

38.000[965.2]

4.250[108.0]

5.915[150.2]

20.000[508.0]

1.665[42.3]

1.000[25.4]

28.500[723.9]

.38

TYPICAL

6.415[162.9]

19.000[482.6]

6.415[162.9]

19.000[482.6]

0.750[19.1]( )

.38

NO WELD 1/2" EACH SIDE OF 1.125 DIA. HOLES

NO WELD 12" EACH SIDE OF HOLES

5.915[150.2]

1

1

2

2

3

3

4

4

A A

B B

12346 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

146.5[3721.1]

NOTES:1. MATERIAL: STEEL A36 W14X193 i-beam2. QUANTITY REQUIRED: 123. MODEL FILENAME: craddle-i-beam1_jh4. USED ON: 205-0600-1001

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

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 INITIAL RELEASE

NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 23. MODEL FILENAME: base-side-plate1_jh4. USED ON: 205-0600-1001

sPHENIX Pedestal CarriageCRADLE BASE SIDE PLATE 1

16.5[419.1]

300.0[7620.0]

1.500[38.1]( ) STOCK

3.50[88.9]

8.000203.2[ ]

3.00[76.2]

294.000[7467.6]( )

24.500622.3[ ]

12x =294"

TOL. NON-CUM

26X 1.625 THRU[26X 41.3 THRU]

B

C

A

0.125 A B C

.05"

.03"

.005".5

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 INITIAL RELEASE

NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 43. MODEL FILENAME: base-bottom-plate1_jh4. USED ON: 205-0600-1001

sPHENIX Pedestal CarriageCRADLE BOTTOM PLATE 1

1.0[25.4]( )STOCK

300.0[7620.0]

12.0[304.8]

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: 2.3. USED ON: 205-0600-10014. SEE NEXT ASSEMBLY FOR MACHINING SURFACES AND HOLES.

sPHENIX Pedestal CarriageCRADLE BASE FLOOR

205-0600-2004

OPENING

300.0[7620.0]

149.5[3797.3]

125.0[3175.0]

47.3[1202.3]

50.0[1270.0]

36.0[914.4]

1.5[38.1]( ) STOCK

SEE NOTE 4(NOT ALL HOLES SHOWN ON THIS DRAWING)

.05"

.03"

.005".5

1

1

2

2

3

3

4

4

A A

B B

16491 lbmass

205-0600-2005


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:


NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 4.3. MODEL FILENAME: jack support plate_jh4. USED ON: 205-0600-1001

sPHENIX Pedestal CarriageCRADLE 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]( ) STOCK1.440 - 0.00

0.06+

36.6 - 0.001.52+[ ]

0.13 X 45.0° Chamfer[3.2 X 45.0° Chamfer]75.5 - 0.06

0.00+

1917.7 - 1.520.00+[ ]

1

1

2

2

3

3

4

4

A A

B B

1694 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:

0205-0600-2006

REVISION HISTORY


A RELEASED 3/15/19



15.480[393.2]( )

15.710[399.0]( )7.41

[188.2]2X

40.28 - 0.060.00+

1023.1 - 1.520.00+[ ]7.41

[188.2]( )

0.89[22.6]

(REMOVEFILLET)

55.10 - 0.060.00+

1399.5 - 1.520.00+[ ]

12.57 - 0.060.00+

319.3 - 1.520.00+[ ]

1.46 - 0.000.06+

37.0 - 0.001.52+[ ]

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

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:

0205-0600-2007

REVISION HISTORY


A RELEASED 3-20-19



15.480[393.2]( )

15.710[399.0]

66.27 - 0.060.00+

1683.3 - 1.520.00+[ ]

6.30[160.1]

51.40 - 0.060.00+

1305.7 - 1.520.00+[ ]7.43

[188.8]( )

0.845[21.5]( )

(REMOVE FILLET)4 PLACES

12.60[320.0]

1.44 - 0.000.06+

36.6 - 0.001.52+[ ]

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

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:

0205-0600-2008

REVISION HISTORY


A RELEASED 3/21/19



15.480[393.2]( )

15.710[399.0]( )

51.52 - 0.060.00+

1308.6 - 1.520.00+[ ]

7.410.03188.20.76[ ]

36.70 - 0.060.00+

932.2 - 1.520.00+[ ]7.410

[188.2]( )

0.89[22.6]REMOVE FILLETS4 PLACES

1.46 - 0.000.06+

37.0 - 0.001.52+[ ]

12.57 - 0.060.00+

319.3 - 1.520.00+[ ]

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

4 PLACES

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:

0205-0600-2009

REVISION HISTORY


A RELEASED 3/21/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 83. MODEL FILENAME: trolley frame stiffener_jh4. USED ON: 0205-0600-1001

sPHENIX Pedestal CarriageCRADLE TROLLEY FRAME STIFFENER

51.68 - 0.060.00+

1312.5 - 1.520.00+[ ]

12.57 - 0.060.00+

319.3 - 1.520.00+[ ]

1.0[25.4]( )


4 PLACES

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:

0205-0600-2010

REVISION HISTORY


A RELEASED 3/21/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 43. MODEL FILENAME: trolley frame stiffener3_jh4. USED ON: 0205-0600-1001

sPHENIX Pedestal CarriageCRADLE TROLLEY FRAME STIFFENER 3

29.87 - 0.060.00+

758.7 - 1.520.00+[ ]1.0

[25.4]( )

12.57 - 0.060.00+

319.3 - 1.520.00+[ ]

2 PLACES


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 3/21/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 43. MODEL FILENAME: trolley frame stiffener2_jh4. USED ON: 0205-0600-1001

sPHENIX Pedestal CarriageCRADLE TROLLEY FRAME STIFFENER 2

30.19 - 0.060.00+

766.8 - 1.520.00+[ ]

12.57 - 0.060.00+

319.3 - 1.520.00+[ ]

1.0[25.4]( )

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

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:

0205-0600-2012

REVISION HISTORY


A RELEASED 3/21/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 43. MODEL FILENAME: roller support3_jh4. USED ON: 0205-0600-1001

sPHENIX Pedestal CarriageCRADLE 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

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:

0205-0600-2013

REVISION HISTORY


A RELEASED 3/22/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 83. MODEL FILENAME: roller support2_jh4. USED ON: 0205-0600-1001

sPHENIX Pedestal CarriageCRADLE 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+[ ]

1

1

2

2

3

3

4

4

A A

B B

1784 lbmassA30.015 0.005250OUTSTANDING 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:


PROJECT:

DESCRIPTIION:

0205-0600-2014

REVISION HISTORY


A RELEASED 3/22/19

NOTES:1. MATERIAL: STEEL A362. QUANTITY REQUIRED: 43. MODEL FILENAME: long roller doubler4. USED ON: 0205-0600-1001

sPHENIX Pedestal CarriageCRADLE LONG ROLLER DOUBLER

40.0[1016.0]

68.3[1734.2]

16.0[406.4]

36.57[928.8]

15.710[399.0]( )

12.145[308.5]

15.71[399.0]

12.145[308.5]( )

1.500[38.1]( )

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 3/22/9

NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 23. MODEL FILENAME: base-side-plate2 NO HOLES4. USED ON: 205-0600-1001

sPHENIX Pedestal CarriageCRADLE BASE SIDE PLATE NO HOLES

16.5[419.1]

300.0[7620.0]

1.5[38.1]( )

.05"

.03"

.005".5

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

11273 lbmass

205-0600-2016


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

DBREAK EDGES:1 OF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


2.000[50.8]

229.54[5830.3]

10.000[254.0]

NOTES:1. MATERIAL: STEEL A36 PLATE2. QUANTITY REQUIRED: 43. MODEL FILENAME: PEDESTAL FLANGE4. USED ON: 0205-0600-1002 & 1003

sPHENIX Pedestal CarriageCRADLE PEDESTAL FLANGE

2.290[58.2]

1.000[25.4]

8.000[203.2]

25.000[635.0]( )

225.0005715.0[ ]

9 EQUAL SPACES AT 25.000" EACH =

TOL. NON-CUMULATIVE

20X 1.160 THRU[20X 29.5 THRU]

4.000[101.6]

2.000[50.8]

3.290[83.6]

11.500[292.1]

222.960[5663.2]

3.290[83.6]( )11.460

[291.1]200.000[5080.0]

16 EQUAL SPACES AT 12.500" EACH = TOLERANCES NON-CUMULATIVE

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

-A-

0.030"

0.030" A

12.500[317.5]( ) 25.000

[635.0]( )

.05"

.03"

.005".5

Ø0.03 A B C

Ø0.03 A B C

-C-

-B-

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: 23. MODEL FILENAME: SOLID-WEB-OUTER4. USED ON: 0205-0600-1002

sPHENIX Pedestal CarriageCRADLE PEDESTALSOLID WEB OUTER

6.00[152.4]

6.00[152.4]

2.00[50.8]

2X1-8 UNC - 2B 2.000[2X1-8 UNC - 2B 50.8]

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

24 TOTAL

1.00[25.4]

2.00050.8[ ]

3.29[83.6]

11.500292.1[ ]

200.0005080.0[ ]

16 EQUAL SPACES AT 12.500 EACH = TOLERANCES NON-CUMULATIVE 11.500292.1[ ]

3.290[83.6]( )12.500

[317.5]( )

21X1-8 UNC - 2B 2.000[21X1-8 UNC - 2B 50.8]

229.580[5831.3]

4.0[101.6]

12.84[326.0]

4.750120.7[ ]

4X

3.50[88.9]

12.500317.5[ ]

25.000635.0[ ]

66.0[1676.4]

133.16[3382.3]

199.16[5058.7]

34.223[869.3]

12.000304.8[ ]

123.6503140.7[ ]

12.000304.8[ ]

4X 1.625 THRU[4X 41.3 THRU]

4.000[101.6]

21.000533.4[ ]

105.0002667.0[ ]

5 EQUAL [email protected]" EACH =

TOL. NON-CUM.

0.625[15.9]2.75069.9[ ]

12X9/16-12 UNC - 2B 1.500BOTH ENDS

12X9/16-12 UNC - 2B 38.1BOTH ENDS[ ]

111.000[2819.4]

12.737[323.5]

35.826[910.0]

168.75°

157.50°

146.25°

135.00°

123.75°

112.50°

20.906531.0[ ]

TYPICALFLATS

0.500[12.7]

R0.438[R11.1]

5.906[150.0]

12.126[308.0]

16.426[417.2]

0.875[22.2]( )

0.500[12.7]CL

106.578[2707.1]

11.25°(13X FLATS TYPICAL)

(45.00°)

1.25[31.8]

2.3[57.2]

X 1.25" DPPOCKETS

19.16[486.6]

13X

X 1.25" DEEPBOTH SIDES

R0.500[R12.7]

TYPICAL

13 OPENINGS

CL

1.250[31.8]

OPENING DEPTHBOTH SIDES

2.241[56.9]

Ø0.062 C A B

0.060 A-B-

0.030 A B C

0.060 A B C

0.060 A B C

12.00[304.8]

0.030 A B C

0.125 A B C

-A- 0.125

-C-

0.060 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: 23. MODEL FILENAME: SOLID-WEB-INNER4. USED ON: 0205-0600-1003

sPHENIX Pedestal CarriageCRADLE PEDESTALSOLID WEB INNER

229.580[5831.3]

4.0[101.6]

4.000101.6[ ]

21.000533.4[ ]

105.0002667.0[ ]

5 EQUAL [email protected]" EACH =

TOL. NON-CUM.

0.625[15.9]

2.75069.9[ ]

111.000[2819.4]

12.737[323.5]

35.826[910.0]

168.75°

157.50°

146.25°

135.00°

123.75°

112.50°

20.906[531.0]( )FLATS

0.500[12.7]

CL

168.75°(13X FLATS TYPICAL)

(45.00°)

1.25[31.8]

2.3[57.2]

X 1.25" DPPOCKETS

19.16[486.6]

13X

X 1.25" DEEP POCKETSBOTH SIDES

R0.500[R12.7]

TYPICAL

13 POCKETS

CL

1.250[31.8]

OPENING DEPTHBOTH SIDES 0.500

[12.7]

16.426[417.2]

6.000[152.4]

2.000[50.8]

6.000[152.4]

2X1-8 UNC - 2B 2.000[2X1-8 UNC - 2B 50.8]

1.250[31.8]( )

POCKETDEPTH

R0.438[R11.1]TYP

0.875[22.2]TYP

47.06[1195.3]

12.000304.8[ ]

12.00304.8[ ]

4X 1.625 THRU[4X 41.3 THRU]

1.00[25.4]

2.00050.8[ ]

3.29[83.6]

11.500292.1[ ]

12.500[317.5]( )

200.0005080.0[ ]

16 EQUAL SPACES AT 12.500" EACH = TOLERANCES NON-CUMULATIVE11.500292.1[ ]

3.290[83.6]( )

20.906531.0[ ]

TYPICALFLATS

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

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

2.240[56.9]

5.906[150.0]

12.126[308.0]

2.240[56.9]( )106.577

[2707.1]

0.030 A B C

Ø0.062 C A B

-B-

0.060 A

Ø0.060 A B C

-A- 0.125

Ø0.125 A B C

-C-

0.060 A

123.6503140.7[ ]

12.000304.8[ ]

21x1-8 UNC - 2B 2.000[21x1-8 UNC - 2B 50.8]

0.03 A B C

.05"

.03".005".5°

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-

MATERIAL: A36 STEEL

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

200-0600-2020


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-

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

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

200-0600-2021


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: 63. MODEL FILENAME: c-channel1_jh4. USED ON: 205-0600-

118.5[3009.9]

1.0[25.4]

37.225945.5[ ]

76.5001943.1[ ]2.0

[50.8]

19.000482.6[ ]

38.000965.2[ ]

10.99[279.0]

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]

0.750[19.1]( )

42.0[1066.8]

.05"

.03".005".5°

-A-

-B-

-C- Ø0.062 A B C

Ø0.125 A B C

SECTION D-DSCALE 1 / 8

D

D

1

1

2

2

3

3

4

4

A A

B B

11091 lbmass

205-0600-2022


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:


sPHENIX Pedestal CarriageCRADLE X-Y TABLE CLP 4002 WITH FLANGE

NOTES:1. MATERIAL: STEEL2. QUANTITY REQUIRED: 43. MODEL FILENAME: CLP 4002 WITH FLANGE_jh4. USED ON: 205-0600-

CHECK PRINTNOT FOR

PRODUCTIONFEB. 1, 2019

25.750[654.1]

25.750[654.1]

6.000[152.4]

1.000[25.4]

16.060[407.9]

1

1

2

2

3

3

4

4

A A

B B

1240 lbmass

205-0600-2023


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 HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVED 12/28/2018

sPHENIX Pedestal CarriageCRADLE X-Y TABLE OILITE BEARING

NOTES:1. MATERIAL: OILITE BRONZE2. QUANTITY REQUIRED: 43. MODEL FILENAME: OILITE BEARING_jh4. USED ON: 205-0600-

CHECK PRINTNOT FOR

PRODUCTION12-28-18

1.000[25.4]27.500

[698.5]

27.500[698.5]

R2.00[R50.8]

4X

1

1

2

2

3

3

4

4

A A

B B

1219 lbmassA3

205-0600-2024


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:


sPHENIX Pedestal CarriageCRADLE X-Y TABLE JACK FOOT

NOTES:1. MATERIAL: STEEL2. QUANTITY REQUIRED: 43. MODEL FILENAME: jack foot_jh4. USED ON: 205-0600-

CHECK PRINTNOT FOR

PRODUCTIONJAN. 31, 2019

3.0[76.2]

14.0[355.6]

20.000[508.0]

1

1

2

2

3

3

4

4

A A

B B

1967 lbmass

205-0600-2025


UPTON, NY 11973



SCALE: WGT: SHEET:

REV.:




X.X X.XX

X.XXX ANGLES

FINISH: MAX.: MIN.:

BBREAK EDGES:1 OF


DRAWN BY:


ENGINEER APPROVAL:

Q.A. APPROVAL:

SAFETY ENGINEER:

DESIGN APPROVAL:

CHECKED BY:


PROJECT:

DESCRIPTIION:


sPHENIX Pedestal CarriageTROLLEY CART MOUNT SHORT

NOTES:1. MATERIAL: A36 STEEL2. QUANTITY REQUIRED: 3. MODEL FILENAME: trolley cart mount short_jh4. USED ON: 205-0600-

5.25[133.4]

1.500[38.1]

21.0[533.4]

42.0[1066.8]

16.00[406.4]

12.25[311.2]

2.75[69.9]

15.50[393.7]

3.75[95.3]( )

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

B B

C C

D D

142 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-

2.00[50.8]

16.875[428.6]

33.750[857.3]

0.95[24.1]

2.050[52.1]

4.0[101.6]

37.8[958.9]

1.0[25.4]

6X 0.975 THRU[6X 24.8 THRU]

B sPhenix-platform-joined · ANSI/ASME B18.2.1 - 1 1/8-7 Hex Bolt - UNC (Regular Thread - Inch) UNC...

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Transcript of B sPhenix-platform-joined · ANSI/ASME B18.2.1 - 1 1/8-7 Hex Bolt - UNC (Regular Thread - Inch) UNC...