07- ID B EAML N...sectio n g-g scale 1 : 8 29 1 sr-dg-xbpm-3100 xbpm downstream assembly, fmx/amx 28...

SECTION G-GSCALE 1 : 8

XBPM DOWNSTREAM ASSEMBLY, FMX/AMXSR-DG-XBPM-3100129 XBPM ASSEMBLY UPSTREAM, FMX/AMXSR-DG-XBPM-3000128 EXIT CHM SUBASSY, S3 (48mm X 25mm)SR-VA-CHM-3220127 SHIELD, MOTORSR-FE-STG-1150426 SAFETY SHUTTER, ASSY, SRX BEAMLINESR-FE-SS-3800125 SLIT, ASSY, SRX BEAMLINESR-FE-SLT-3860124 SLIT, ASSY, SRX BEAMLINESR-FE-SLT-3840123 SLIT, ASSY, SRX BEAMLINESR-FE-SLT-3820122 SLIT, ASSY, SRX BEAMLINESR-FE-SLT-3800121Aluminum, CORRUGATEDBELLOWS SHIELD, 3.63" LONGSR-FE-SHLD-0002220

Aluminum, CORRUGATEDBELLOWS SHIELD, 4.70 lg.SR-FE-SHLD-0001-08119Aluminum, CORRUGATEDBELLOWS SHIELD, 6.50 lg.SR-FE-SHLD-0001-07218Aluminum, CORRUGATEDBELLOWS SHIELD, 5.50 lgSR-FE-SHLD-0001-06117Aluminum, CORRUGATEDBELLOWS SHIELD, 4.30 lg.SR-FE-SHLD-0001-04616Aluminum, CORRUGATEDBELLOWS SHIELD, 2.50 lg.SR-FE-SHLD-0001-02215Aluminum, CORRUGATEDBELLOWS SHIELD, 2.10 lg.SR-FE-SHLD-0001-01214 PLUG SHIELDSR-FE-RCO-0700113 PHOTON SHUTTER, ASSY, SRX BEAMLINESR-FE-PSH-3300112 FIXED MASK, ASSY, SST BEAMLINESR-FE-MSK-3800111 DRIFT PIPE, NON CANTED, SHORT STRAIGHT XBPM, ASSYSR-FE-DRFT-1700110 WELDED, BELLOWS, 6" CF FLGSR-FE-BLW-003919 WELDED, BELLOWS, 6" CF FLGSR-FE-BLW-003838 WELDED, BELLOWS, 6" CF FLGSR-FE-BLW-003727 WELDED, BELLOWS, 6" CF FLGSR-FE-BLW-003616 ASSY, DUAL SCREEN X-RAY FLAGSR-DG-XRF-200015STAINLESS STEEL TYPE 316L

CLAMP, HOSE, WORM DRIVE, S.S, 4.125" - 7"PI-CLMP-0056164

Steel, Mild, Zinc PlPlain Washer (Inch )Type A and BANSI B18.22.1 - 3/8 - wide - Type B83Steel, Mild, Zinc PlHelical Spring Lock WashersANSI B18.21.1 - 0.37582Steel, Mild, Zinc PlHex Cap ScrewANSI B18.2.1 - 3/8-16 UNC - 0.7581

PARTS LISTMATERIALDESCRIPTIONPART NUMBERQTYITEM

G

G

A B C D

1

2

SST Front EndSR-FE-IVU07-1000 A

DRAWING/PART NUMBER REVISION

SHEET OF1 3

DRAWN BY

CHECKED BY

VACUUMAPPROVALENGINEERAPPROVAL

SUPERVISORAPPROVAL

J TUOZZOLO

EWBS#

DIMENSIONAL TOLERANCES X. ` 0.060.X ` 0.030

.XX ` 0.015.XXX ` 0.005

ANGULAR TOLERANCE ` .5~FINISH

THIRD ANGLEPROJECTION

1/12/2015

BROOKHAVEN NATIONAL LABORATORYBROOKHAVEN SCIENCE ASSOCIATES

UPTON, NEW YORK 11973

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Exploring Life's Mysteries, Protecting its Future

125

PROJECT: NSLS-II ESH&QRISK LEVEL

NEXT ASSY: QA APPROVAL

STORAGE RINGFRONT END, LAYOUT

CA/CS 11/2016C HETZEL 11/2016C.AMUNDSEN 11/2016S SHARMA 11/2016A ACKERMAN 11/2016E CHESWICK 11/2016

7.02.05.01 A-1

FINAL

REVISION HISTORYREV DESCRIPTION DATE DESIGNER CHECKED BY ENGINEER

A RELEASE PER ECO-004644 11/2016 J TUOZZOLO CA/CS C.AMUNDSEN

07-ID BEAMLINE

NOTES: 1. ALL ORDINATE DIMENSIONS ARE FROM MID-PONT OF INSERTION STRAIGHT. 2. SEE SHEET 2 AND 3 FOR SURVEY AND ALIGNMENT DIMENSIONS. 3. COMPONENT POSITION TOLERANCE OF ` .008 [.200] IN X AND Y DIRECTION AND ` .020 [.500] IN Z DIRECTION (BEAM DIRECTION), UNLESS OTHERWISE NOTED. 4. FRONT END COMPONENTS NOT CENTERED ON STRAIGHT CENTERLINE 5. REFERENCE WATER FLOW DIAGRAM SR-FE-UT-0002, -0003 6. REFERENCE AIR SCHEMATIC SR-FE-UT-0001

609.

322

[154

76.7

8 m

m]

[SG

V1,

CTR

]

726.

226

[184

46.1

5 m

m]

[LC

O1,

US

END

Pb]

747.

432

[189

84.7

8 m

m]

[XY

SLT1

, DS

EN

D]

748.

962

[190

23.6

4 m

m]

[XY

SLT1

, FLA

NG

E, D

S]

772.

690

[196

26.3

1 m

m]

[XY

SLT2

, DS

EN

D]

774.

220

[196

65.1

8 m

m]

[XY

SLT2

, FLA

NG

E, D

S]

797.

947

[202

67.8

5 m

m]

[XY

SLT3

, DS

EN

D]

799.

477

[203

06.7

1 m

m]

[XY

SLT3

, FLA

NG

E, D

S]

823.

204

[209

09.3

9 m

m]

[XY

SLT4

, DS

EN

D]

824.

734

[209

48.2

5 m

m]

[XY

SLT4

, FLA

NG

E, D

S]

846.

692

[215

05.9

8 m

m]

[PS

H, U

S E

ND

]

858.

097

[217

95.6

7 m

m]

[PS

H, F

LAN

GE

, DS]

21 22 23 24

7

27

733.

461

[186

29.9

0 m

m]

748.

211

[190

04.5

5 m

m]

758.

718

[192

71.4

4 m

m]

773.

468

[196

46.0

9 m

m]

783.

975

[199

12.9

7 m

m]

798.

725

[202

87.6

2 m

m]

809.

233

[205

54.5

1 m

m]

823.

983

[209

29.1

6 m

m]

4

79

6

16

740.

836

[188

17.2

3 m

m]

[XY

SLT1

, STA

ND

℄] 76

6.09

3 [1

9458

.76

mm

][X

YSL

T2, S

TAN

D ℄

] 791.

350

[201

00.3

0 m

m]

[XY

SLT3

, STA

ND

℄] 81

6.60

8 [2

0741

.84

mm

][X

YSL

T4, S

TAN

D ℄

]

595.

056

[151

14.4

3 m

m]

[BE

ND

ING

MA

GN

ET P

HO

TON

SH

UTT

ER, C

TR]

671.

069

[170

45.1

6 m

m]

[FLA

NG

E A

BS,

DS

END

]

STORAGE RING FLOOR

EXPERIMENTAL FLOOR

14

.126X

15

17

18

20

.12.12

19

8

2X6X 16X

2X

2X

2X

3X10

47.244 [1200.00 mm]

BEAM HEIGHT

TOP OFF SAFETY CREDITED COMPONENT OR ASSEMBLY.ANY CHANGES TO THIS DRAWING REQUIRES APPROVALOF THE TECHNICAL AUTHORITY FOR TOP OFF SAFETY.

COMPONENT RADIATION SAFETY COMPONENT CHECKLIST TOP OFF SAFETY SYSTEM

EXIT ABSORBER X XFIXED MASK X XBURN THRU FLANGE, LCO1 X LEAD COLLIMATOR 1 X BURN THRU FLANGE, LCO2 X LEAD COLLIMATOR 2 X XSAFETY SHUTTER 1 X SAFETY SHUTTER 2 X RATCHET WALL COLLIMATOR X

945.

686

[240

20.4

3 m

m]

[RAT

CH

ET W

ALL

, US

] 1002

.686

[254

68.2

3 m

m]

[RAT

CH

ET W

ALL

, DS

]

865.

778

[219

90.7

7 m

m]

[FG

V, C

TR]

863.

817

[219

40.9

6 m

m]

[BU

RN

TH

RU

FLA

NG

E, U

S]

57.000 [1447.80 mm]

689.

689

[175

18.1

0 m

m]

[FM

, US

EN

D]

706.

436

[179

43.4

8 m

m]

[FM

, FLA

NG

E, D

S]

711.

946

[180

83.4

3 m

m]

[BU

RN

TH

RU

FLA

NG

E, U

S]

714.

226

[181

41.3

5 m

m]

[LC

O1,

US

EN

D P

b] 72

6.22

6 [1

8446

.15

mm

][L

CO

1, D

S E

ND

Pb]

889.

363

[225

89.8

3 m

m]

[LC

O2,

DS

EN

D P

b] 87

7.36

3 [2

2285

.03

mm

][L

CO

2, U

S E

ND

Pb]

912.

348

[231

73.6

4 m

m]

[SS

1, D

S E

ND

Pb]

934.

966

[237

48.1

4 m

m]

[SS

2, D

S E

ND

Pb]

922.

966

[234

43.3

4 m

m]

[SS

2, U

S E

ND

Pb]

900.

348

[228

68.8

4 m

m]

[SS

1, U

S E

ND

Pb]

1005

.468

[255

38.8

9 m

m]

[RC

O F

LAN

GE

, DS]

1007

.141

[255

81.3

9 m

m]

[SG

V2,

CTR

]

891.

144

[226

35.0

5 m

m]

[LC

O2,

FLA

NG

E, D

S]

834.

475

[211

95.6

8 m

m]

[CR

OS

S, C

TR]

728.

006

[184

91.3

6 m

m]

[LC

O1,

FLA

NG

E, D

S]

FRONT END CENTERLINE

10.000 [254.00 mm]

398.

468

[101

21.0

8 m

m]

[EXI

T AB

S, U

S E

ND

] 405.

704

[103

04.8

8 m

m]

[EX

IT A

BS, D

S E

ND

]

STRAIGHT CENTERLINE(.094)

5

264X

3

2

1

8X

8X

8X

28 29 1211

1325

1.33

SCALE 1 : 12

SECTION D-D(SR-FE-ABS-1520)

SCALE 1 : 2

SECTION K-K(SR-FE-ABS-1540)

SCALE 1 : 2

SECTION C-C(SR-FE-MSK-3801)

SCALE 1 : 2

SECTION B-BSCALE 1 : 2

SECTION J-JIN OPEN POSITION

SCALE 1 : 2

SECTION L-LSCALE 1 : 2

2XSECTION M-M

IN OPEN POSITIONSCALE 1 : 2

SECTION J-JSCALE 1 : 2

SECTION E-ESCALE 1 : 2

SECTION G-GSCALE 1 : 2 SECTION H-H

SCALE 1 : 2

SECTION F-FSCALE 1 : 2

D

D

K

KC

CB

B

J

J

L

L

M

M

J

J

E

E

G

G

H

H

F

F

A B C D

1

2

SR-FE-IVU07-1000 ADRAWING/PART NUMBER REVISION

SHEET OF2 3

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ESH&QRISK LEVEL A-1

STORAGE RING FLOOR

BEAM DIRECTION

BEAM CENTERLINE

47.2

44 [1

200.

00 m

m]

.875 [22.23]

.875 [22.23]

.185 [4.71]

.185 [4.71]

.447 [11.35]

.447 [11.35]

.257 ` .020 6.54 ` .51[ ]

.435 [11.05]

.435 [11.05]

.669 [17.00]

.669 [17.00] .866 [22.00]

.866 [22.00].257 ` .020 6.54 ` .51[ ]

.211 [5.36]

FRONT END CENTERLINE STRAIGHT CENTERLINE(.094)

1.313 [33.34]1.500 [38.09]

FRONT END CENTERLINE STRAIGHT CENTERLINE(.094)

.610 [15.50]

.798 [20.26]

(.094)FRONT END CENTERLINE STRAIGHT CENTERLINE

1.049 [26.65].862 [21.88]

(.094)

FRONT END CENTERLINESTRAIGHT CENTERLINE

.839 [21.31]

(.094)FRONT END CENTERLINE STRAIGHT CENTERLINE

.864 [21.95]

(.094)FRONT END CENTERLINE STRAIGHT CENTERLINE

.709 [18.00]

(.094)

FRONT END CENTERLINE STRAIGHT CENTERLINE

.734 [18.64]

(.094)

FRONT END CENTERLINE STRAIGHT CENTERLINE

1.218 [30.94]1.407 [35.74]

(.094)

FRONT END CENTERLINE STRAIGHT CENTERLINE

1.316 ` .020 33.44 ` .51[ ] 1.127 ` .020 28.64 ` .51[ ]

(.094)

FRONT END CENTERLINE STRAIGHT CENTERLINE

1.340 [34.05]1.530 [38.85]

(.094)FRONT END CENTERLINE STRAIGHT CENTERLINE

1.756 [44.60]1.945 [49.40]

(.094)

1.755 [44.59]1.945 [49.41]

FRONT END CENTERLINESTRAIGHT CENTERLINE

NOTES: 1. ALL DIMENSIONS FROM STRAIGHT CENTERLINE

TABLE FIDUCIAL LOCATIONSSCALE 1 : 10

TABLE HEIGHTSCALE 1 : 10

SECTION K-KFLOOR MOUNTING LOCATIONS

SCALE 1 : 10

K K

A B C D

1

2

SR-FE-IVU07-1000 ADRAWING/PART NUMBER REVISION

SHEET OF3 3

E

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ESH&QRISK LEVEL A-1

621.

279

[157

80.4

8]

633.

529

[160

91.6

3]

654.

699

[166

29.3

5]

666.

949

[169

40.5

0]

676.

249

[171

76.7

3]

724.

062

[183

91.1

8]

746.

961

[189

72.8

0]

785.

225

[199

44.7

2]

822.

733

[208

97.4

1]

810.

483

[205

86.2

6]

833.

128

[211

61.4

5]

869.

958

[220

96.9

5]

10.994 [279.25] 9.781 [248.44] 10.994 [279.25]

5.494 [139.55]

8.994 [228.45]

7.994 [203.05]

10.744 [272.90]

47.244 [1200.00]

STORAGE RINGBEAM HEIGHT

STORAGE RING FLOOR

642.

458

[163

18.4

4]

645.

900

[164

05.8

6]

644.

179

[163

62.1

5]

675.

312

[171

52.9

3]

700.

062

[177

81.5

8]

725.

312

[184

22.9

3]

831.

128

[211

10.6

5]

842.

378

[213

96.4

0]

859.

878

[218

40.9

0]

893.

833

[227

03.3

7]

934.

833

[237

44.7

7]

3.599 [91.40]

3.401 [86.40]

6.099 [154.91]

5.901 [149.89]

NOTES: 1. ALL ORDINATE DIMENSIONS ARE FROM MID-PONT OF INSERTION STRAIGHT. 2. FOR Ø1.375[34.93] HOLES AND Ø1.500[38.100] HOLES USE "3/4" DROP IN ANCHORS P/N PI-HDW-0021. 3. FOR Ø.750[19.050] HOLES AND Ø1.000[25.400] USE "1/2" DROP IN ANCHORS P/N PI-HDW-0040.

n 1.000 [n 25.40]8X n 1.375 [n 34.93]16X

n 1.500 [n 38.10]3X n 1.500 [n 38.10]3X n 1.500 [n 38.10]

576.

968

[146

54.9

8]

582.

718

[148

01.0

3]

602.

447

[153

02.1

5]

612.

197

[155

49.8

0]

641.

304

[162

89.1

3]

647.

054

[164

35.1

8]

n .750 [n 19.05]4X n .750 [n 19.05]4X

n .750 [n 19.05]4X

(.094)

FRONT END CENTERLINE

STRAIGHT CENTERLINE

(.094)

FRONT END CENTERLINE

STRAIGHT CENTERLINE

6.097 [154.87]

5.903 [149.93]

5.723 [145.35]

5.527 [140.40]

6.098 [154.89]

5.902 [149.91]

5.848 [148.55]

5.652 [143.55]

797.

475

[202

55.8

7]

2.781 [70.64]

2.969 [75.41]

4.969 [126.21]

4.781 [121.44]6.031 [153.19]

6.219 [157.96]

2.801 [71.16]

2.949 [74.89]

4.844 [123.04]

4.656 [118.26]

6.031 [153.19]

4.844 [123.04]

4.656 [118.26]

856.

378

[217

52.0

0]

759.

968

[193

03.1

9]

772.

218

[196

14.3

4]

734.

711

[186

61.6

5]

25.743 [653.87]

6.223 [158.06]

931.

208

[236

52.7

0]