1 1 2 2 3 3 4 4 A A B B C C D D SUPPORT -SW 1 80 lbmass A3 205-0600-3011 0.015 0.005 250 OUTSTANDING ECN NUMBERS UPTON, NY 11973 BROOKHAVEN NATIONAL LABORATORY SIZE: DRAWING NUMBER: SCALE: WGT: SHEET: REV.: THIRD ANGLE PROJECTION INTERPRET IN GENERAL ACCORDANCE WITH ASME Y14.5-2009 UNLESS OTHERWISE SPECIFIED: ALL DIMENSIONS ARE IN INCHES [mm] DECIMAL TOLERANCES X.X B 0.05 X.XX B 0.01 X.XXX B 0.005 ANGLES B 0.5 FINISH: MAX.: MIN.: C BREAK EDGES: 1 A OF BROOKHAVEN SCIENCE ASSOCIATES DRAWN BY: SUPERVISOR APPROVAL: ENGINEER APPROVAL: Q.A. APPROVAL: SAFETY ENGINEER: DESIGN APPROVAL: CHECKED BY: Q.A. CATEGORY: 1 / 4 PROJECT: DESCRIPTIION: REVISION HISTORY REV ECN NUMBER ZONE DESCRIPTION DATE APPROVED A 12/28/2018 sPHENIX Pedestal Carriage NOTES: 1. MATERIAL: A36 STEEL C8X18.75 C-CHANNEL 2. QUANTITY REQUIRED: 2 3. MODEL FILENAME: 205-0600-3011 4. USED ON: 205-0600- 5. WELD ONE (1) .50 THICK PLATES TO C-CHANNEL END. CHECK PRINT NOT FOR PRODUCTION 2-1-19 0.500 [12.7] END PLATE 0.390 [9.9] () FLANGE 2.527 [64.2] ( ) C-CHANNEL 8.000 [203.2] ( ) C-CHANNEL 0.487 [12.4] ( ) WEB 1.500 [38.1] 2.000 [50.8] 1.000 [25.4] 1.250 [31.8] 3.500 [88.9] 1.000 [25.4] 5.000 [127.0] 10.000 [254.0] 5X P0.875 THRU [5X P22.2 THRU] 45.375 [1152.5] .5
Transcript
1
1
2
2
3
3
4
4
A A
B B
C C
D D
SUPPORT -SW
180 lbmassA3
205-0600-3011
0.015 0.005250OUTSTANDING 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.:
CBREAK EDGES:1AOF
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 4
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A36 STEEL C8X18.75 C-CHANNEL2. QUANTITY REQUIRED: 23. MODEL FILENAME: 205-0600-3011 4. USED ON: 205-0600-5. WELD ONE (1) .50 THICK PLATES TO C-CHANNEL END.
CHECK PRINTNOT FOR
PRODUCTION2-1-19
0.500[12.7]
END PLATE
0.390[9.9]( )
FLANGE
2.527[64.2]( )
C-CHANNEL
8.000[203.2]( )
C-CHANNEL
0.487[12.4]( )WEB
1.500[38.1]
2.000[50.8]
1.000[25.4]
1.250[31.8]
3.500[88.9]
1.000[25.4]
5.000[127.0]
10.000[254.0]
5X 0.875 THRU[5X 22.2 THRU] 45.375
[1152.5]
.5
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
TOP END BEAM -SE
1947 lbmass
205-0600-3010
OUTSTANDING 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 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
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 4
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X176 I-BEAM2. QUANTITY REQUIRED: 23. MODEL FILENAME: 205-0600-3010 4. USED ON: 205-0600-5. WELD ONE (1) 1.0 THICK PLATE TO I-BEAM ENDS AND TWO (2) 1.0 THICK PLATE TO I-BEAM SIDES .
CHECK PRINTNOT FOR
PRODUCTION1-29-19
.5
TYPICAL
END PLATE
BOTH SIDE PLATES
1.000[25.4]
END PLATE
15.220[386.6]( )I-BEAM
15.650[397.5]( )I-BEAM
0.830[21.1]( )WEB
1.310[33.3]( )
FLANGE
55.315[1405.0]
15.650[397.5]
END PLATE
15.220[386.6]
END PLATE
3.000[76.2]
9.220[234.2]
2.000[50.8]
11.650[295.9]
4X 1.375 HRU[4X 34.9 HRU
10.000[254.0]
SIDE PLATE
12.600[320.0]
SIDE PLATES
1.000[25.4]
SIDE PLATES
2.080[52.8]
4.250[108.0]
1.375[34.9]
2X 0.563 HRU FLANGE[2X 14.3 HRU FLANGE
8.920[226.6]
3.800[96.5]
1.500[38.1]
5.060[128.5]
4X 1.375 HRU SIDE PLATE[4X 34.9 HRU SIDE PLATE
SECTION A-ASCALE 1 / 8
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
TOP END BEAM -SE
1569 lbmass
205-0600-3009
OUTSTANDING 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 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
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 8
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X53 I-BEAM2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-30094. USED ON: 205-0600-5. WELD TWO (2) .63 THICK PLATES TO I-BEAM ENDS.
CHECK PRINTNOT FOR
PRODUCTION1-29-19
.5
TYPICAL
BOTH END PLATES
0.625[15.9]
END PLATE 8.060[204.7]
END PLATES
13.920[353.6]
END PLATES13.920[353.6]( )I-BEAM
8.060[204.7]( )I-BEAM
0.370[9.4]( )WEB
0.660[16.8]( )
FLANGE
122.850[3120.4]
2.500[63.5]
8.920[226.6]
1.500[38.1]
5.060[128.5]
4X 1.375 THRU[4X 34.9 THRU]
12.850[326.4]
78.000[1981.2]
3 EQUAL SPACES AT 26.000" EACH TOL. NON. CUM.
120.100[3050.5]
3.000[76.2]
4X
2.030[51.6]
4.000[101.6]
20X 0.750 HRU FLANGE[20X 19.1 HRU FLANGE
SECTION A-ASCALE 1 / 8
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
TOP END BEAM -SW
1513 lbmass
205-0600-3008
OUTSTANDING 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 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
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 8
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X53 I-BEAM2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-3008 4. USED ON: 205-0600-5. WELD TWO (2) .63 THICK PLATES TO I-BEAM ENDS.
CHECK PRINTNOT FOR
PRODUCTION1-29-19
.5
TYPICAL
BOTH END PLATES
0.625[15.9]
END PLATE 8.060[204.7]
END PLATES
13.920[353.6]
END PLATES13.920[353.6]( )I-BEAM
8.060[204.7]( )I-BEAM
0.370[9.4]( )WEB
0.660[16.8]( )
FLANGE
109.840[2789.9]
2.500[63.5]
8.920[226.6]
1.500[38.1]
5.060[128.5]
4X 1.375 THRU[4X 34.9 THRU]
2.840[72.1]
25.840[656.3]
107.090[2720.1]
3.000[76.2]
4X 52.000[1320.8]
2 EQUAL SPACES AT 26.000" EACH TOL. NON. CUM.
2.030[51.6]
4.000[101.6]
SECTION A-ASCALE 1 / 4
A
A
1
1
2
2
3
3
4
4
A A
B B
C C
D D
TOP END BEAM -S-MID
1167 lbmass
205-0600-3007
OUTSTANDING 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 X.XX
X.XXX ANGLES
FINISH: MAX.: MIN.:
CBREAK EDGES:1AOF
1/1/1601
1/1/1601
1/1/1601
1/1/1601
1/1/1601
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 4
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X53 I-BEAM2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-3007 4. USED ON: 205-0600-5. WELD TWO (2) .63 THICK PLATES TO I-BEAM ENDS.
CHECK PRINTNOT FOR
PRODUCTION1-23-19
.5
TYPICAL
BOTH END PLATES
29.750[755.7]
2.500[63.5]
8.920[226.6]
1.500[38.1]
5.060[128.5]
4X 1.375 THRU[4X 34.9 THRU]
0.625[15.9]
END PLATE
8.060[204.7]
END PLATES
13.920[353.6]
END PLATES
13.920[353.6]( )I-BEAM
8.060[204.7]( )I-BEAM
0.370[9.4]( )WEB
0.660[16.8]( )
FLANGE
SECTION A-ASCALE 1 / 10
SECTION C-CSCALE 1 / 10
SECTION B-BSCALE 1 / 10
SECTION G-GSCALE 1 / 10
A
A
C C
B
B
G
G
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
POST TOP BEAM - S
1N/A
205-0600-3006
OUTSTANDING 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 X.XX
X.XXX ANGLES
FINISH: MAX.: MIN.:
EBREAK EDGES:1AOF
1/1/1601
1/1/1601
1/1/1601
1/1/1601
1/1/1601
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
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 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X176 I-BEAM2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-3006 4. USED ON: 205-0600-5. WELD TWO (2) .75 THICK PLATES TO I-BEAM ENDS WELD TWO (2) .83 THICK PLATES AND TWO (2) 1.31 THICK PLATES TO I-BEAM
CHECK PRINTNOT FOR
PRODUCTION1-25-19
297.500[7556.5]
36X 0.750 HRU FLANGE[36X 19.1 HRU FLANGE
292.500[7429.5]
11 EQUAL SPACES AT 26.000" EACH = TOL. NON. CUM.
2.000[50.8]
11.650[295.9]
1.000[25.4]
3.000[76.2]
12X
81.280[2064.5]
197.220[5009.4]
272.500[6921.5]
17.000[431.8]
2X 11.000[279.4]
2X 16X 1.625 HRU FLANGE[16X 41.3 HRU FLANGE
2.075[52.7]
11.500[292.1]
4.000[101.6]
0.750[19.1]
END PLATE0.750[19.1]
END PLATE
12.600[320.0]
END PLATE
7.410[188.2]
END PLATE
2.000[50.8]
1.690[42.9]
9.220[234.2]
12.600[320.0]
END PLATE
7.410[188.2]
END PLATE
1.690[42.9]
9.220[234.2]
2.000[50.8]
2X 1.125 THRU[2X 28.6 THRU]
2X 1.125 THRU END PLATE[2X 28.6 THRU END PLATE]
113.090[2872.5]
159.742[4057.4]
11.650[295.9]
2X
8X 1.125 THRU FACE PLATE[8X 28.6 THRU FACE PLATE] 3.000
[76.2]
9.220[234.2]
111.090[2821.7]
15.650[397.5]
2X
FACE PLATE7.410[188.2]
2X
157.742[4006.6]
0.830[21.1]
PLATE
12.600[320.0]
FACE PLATE1.310[33.3]
FACE PLATE
6.100[154.9]
PLATE
12.600[320.0]
PLATE
1.310[33.3]( )
FLANGE
0.830[21.1]( ) WEB
15.220[386.6]( )I-BEAM
15.650[397.5]( )I-BEAM
.5
TYPICAL
FACE PLATES & PLATES
.5
TYPICAL BOTH
END PLATES
SECTION B-BSCALE 1 / 12 SECTION A-A
SCALE 1 / 12
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
END CAP POST - NW
1N/A
205-0600-3005
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.:
DBREAK EDGES:1AOF
1/1/1601
1/1/1601
1/1/1601
1/1/1601
1/1/1601
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X211 I-BEAM2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-3005 4. USED ON: 205-0600-5. WELD TWO (2) 1.5" THICK PLATES TO I-BEAM ENDS.
CHECK PRINTNOT FOR
PRODUCTION1-24-19
15.800[401.3]
10.000[254.0]
4X 0.875 THRU FLANGE[4X 22.2 THRU FLANGE]
1.5[38.1]
END PLATE
15.800[401.3]( )I-BEAM
1.560[39.6]( )
FLANGE
15.720[399.3]( )IBEAM
0.980[24.9]( )WEB
24.0[609.6]
END PLATE
15.8[401.3]
END PLATE
4.000[101.6]
17.000[431.8]
2.150[54.6]
11.500[292.1]
4.100[104.1]
1.250[31.8]
4X 1.625 HRU[4X 41.3 HRU
2.000[50.8]
20.000[508.0]
4.000[101.6]
10.000[254.0]
4X 2.000 HRU[4X 50.8 HRU
252.000[6400.8]
7.500[190.5]
104.000[2641.6]
4 EQUAL SPACES AT 26.000" EACH = TOL. NON. CUM.
172.940[4392.7]
11.000[279.4]
5.150[130.8]
5.500[139.7]
2.150[54.6]
11.500[292.1]
4X 1.625 HRU FLANGE[4X 41.3 HRU FLANGE]
10X 0.812 HRU FLANGE[10X 20.6 HRU FLANGE]
0.5
TYPICAL BOTH
END PLATES
6.150[156.2]
24.000[609.6]
END PLATE
18.250[463.6]
END PLATE
13.170[334.5]
2.130[54.1]
133.631[3394.2]
3.250[82.6]
2X
21.000[533.4]
8X 0.440 HRU FLANGE[8X 11.2 HRU FLANGE]
104.250[2648.0]
3.500[88.9]
SECTION B-BSCALE 1 / 12 SECTION A-A
SCALE 1 / 12
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
END CAP POST - SE
1N/A
205-0600-3004
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.:
DBREAK EDGES:1AOF
1/1/1601
1/1/1601
1/1/1601
1/1/1601
1/1/1601
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X211 I-BEAM2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-30044. USED ON: 205-0600-5. WELD TWO (2) 1.5" THICK PLATES TO I-BEAM ENDS.
CHECK PRINTNOT FOR
PRODUCTION1-24-19
15.800[401.3]
10.000[254.0]
4X 0.875 THRU FLANGE[4X 22.2 THRU FLANGE]
1.5[38.1]
END PLATE
15.800[401.3]( )I-BEAM
1.560[39.6]( )
FLANGE
15.720[399.3]( )IBEAM
0.980[24.9]( )WEB
24.0[609.6]
END PLATE
15.8[401.3]
END PLATE
4.000[101.6]
17.000[431.8]
2.150[54.6]
11.500[292.1]
4.100[104.1]
1.250[31.8]
4X 1.625 HRU[4X 41.3 HRU
2.000[50.8]
20.000[508.0]
4.000[101.6]
10.000[254.0]
4X 2.000 HRU[4X 50.8 HRU
252.000[6400.8]
7.500[190.5]
104.000[2641.6]
4 EQUAL SPACES AT 26.000" EACH = TOL. NON. CUM.
172.940[4392.7]
11.000[279.4]
5.150[130.8]
5.500[139.7]
2.150[54.6]
11.500[292.1]
4X 1.625 HRU FLANGE[4X 41.3 HRU FLANGE]
10X 0.812 HRU FLANGE[10X 20.6 HRU FLANGE]
0.5
TYPICAL BOTH
END PLATES
220.720[5606.3]
6.150[156.2]
1.960[49.8]
11.800[299.7]
2X 1.375 HRU WALL[2X 34.9 HRU WALL
24.000[609.6]
END PLATE
18.250[463.6]
END PLATE
13.170[334.5]
2.130[54.1]
133.631[3394.2]
3.250[82.6]
2X
21.000[533.4]
8X 0.440 HRU FLANGE[8X 11.2 HRU FLANGE]
104.250[2648.0]
3.500[88.9]
SECTION B-BSCALE 1 / 12 SECTION A-A
SCALE 1 / 12
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
END CAP POST -MID
1N/A
205-0600-3003
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.:
DBREAK EDGES:1AOF
1/1/1601
1/1/1601
1/1/1601
1/1/1601
1/1/1601
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X211 I-BEAM2. QUANTITY REQUIRED: 43. MODEL FILENAME: 205-0600-3003 4. USED ON: 205-0600-5. WELD TWO (2) 1.5" THICK PLATES TO I-BEAM ENDS.
CHECK PRINTNOT FOR
PRODUCTION1-24-19
15.800[401.3]
6.150[156.2]
3.500[88.9]
104.250[2648.0]
10.000[254.0]
4X 0.875 THRU FLANGE[4X 22.2 THRU FLANGE]
1.5[38.1]
END PLATE
15.800[401.3]( )I-BEAM
1.560[39.6]( )
FLANGE
15.720[399.3]( )IBEAM
0.980[24.9]( )WEB
24.0[609.6]
END PLATE
15.8[401.3]
END PLATE
4.000[101.6]
17.000[431.8]
2.150[54.6]
11.500[292.1]
4.100[104.1]
1.250[31.8]
4X 1.625 HRU[4X 41.3 HRU
2.000[50.8]
20.000[508.0]
4.000[101.6]
10.000[254.0]
4X 2.000 HRU[4X 50.8 HRU
252.000[6400.8]
7.500[190.5]
104.000[2641.6]
4 EQUAL SPACES AT 26.000" EACH = TOL. NON. CUM.
172.940[4392.7]
11.000[279.4]
5.150[130.8]
5.500[139.7]
2.150[54.6]
11.500[292.1]
4X 1.625 HRU FLANGE[4X 41.3 HRU FLANGE]
10X 0.812 HRU FLANGE[10X 20.6 HRU FLANGE]
0.5
TYPICAL BOTH
END PLATES
24.000[609.6]
END PLATE
18.250[463.6]
END PLATE
SECTION B-BSCALE 1 / 12 SECTION A-A
SCALE 1 / 12
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
END CAP POST -SW
1N/A
205-0600-3002
OUTSTANDING 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 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
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X211 I-BEAM2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-3002 4. USED ON: 205-0600-5. WELD TWO (2) 1.5" THICK PLATES TO I-BEAM ENDS.
CHECK PRINTNOT FOR
PRODUCTION1-23-19
15.800[401.3]
1.5[38.1]
END PLATE
15.800[401.3]( )I-BEAM
1.560[39.6]( )
FLANGE
15.720[399.3]( )IBEAM
0.980[24.9]( )WEB
24.0[609.6]
END PLATE
15.8[401.3]
END PLATE
4.000[101.6]
17.000[431.8]
2.150[54.6]
11.500[292.1]
4.100[104.1]
1.250[31.8]
4X 1.625 HRU[4X 41.3 HRU
2.000[50.8]
20.000[508.0]
4.000[101.6]
10.000[254.0]
4X 2.000 HRU[4X 50.8 HRU
252.000[6400.8]
7.500[190.5]
104.000[2641.6]
4 EQUAL SPACES AT 26.000" EACH = TOL. NON. CUM.
172.940[4392.7]
11.000[279.4]
5.150[130.8]
5.500[139.7]
2.150[54.6]
11.500[292.1]
4X 1.625 HRU WALL[4X 41.3 HRU WALL
10X 0.812 HRU WALL[10X 20.6 HRU WALL
0.5
TYPICAL BOTH
END PLATES
220.720[5606.3]
1.960[49.8]
11.800[299.7]
8X 1.375 HRU WALL[8X 34.9 HRU WALL]
24.000[609.6]
END PLATE
18.250[463.6]
END PLATE
75.250[1911.3]
19.500[495.3]
39.000[990.6]
SECTION A-ASCALE 1 / 8
VIEW B-BSCALE 1 / 8
A
A
B
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
TOP POST BRACE
1N/A
205-0600-3001
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.:
DBREAK EDGES:1AOF
1/1/1601
1/1/1601
1/1/1601
1/1/1601
1/1/1601
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 8
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X145 I-BEAM2. QUANTITY REQUIRED: 83. MODEL FILENAME: CRADLE-I-BEAM 5_jh4. USED ON: 205-0600-5. WELD TWO (2) 1" THICK PLATES TO I-BEAM ENDS.
CHECK PRINTNOT FOR
PRODUCTION1-23-19
1.090[27.7]( )
FLANGE
0.680[17.3]( )WEB
15.49[393.4]( )
16[393.7]( )
15.500[393.7]( ) I-BEAM
14.780[375.4]( )I-BEAM
121.000[3073.4]
45°2X
20.90[530.9]
END PLATES
15.5[393.7]
END PLATES
2.000[50.8]
11.500[292.1]
6.000[152.4]
11.000[279.4]
4X 1.625 HRU[4X 41.3 HRU
1.0[25.4]
END PLATES
.5
TYPICAL
BOTH END PLATES
SECTION B-BSCALE 1 / 12 SECTION A-A
SCALE 1 / 12
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
END CAP POST - NE
1N/A
205-0600-3000
OUTSTANDING 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 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
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X211 I-BEAM2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-3000 4. USED ON: 205-0600-5. WELD TWO (2) 1.5" THICK PLATES TO I-BEAM ENDS.
CHECK PRINTNOT FOR
PRODUCTION1-24-19
15.800[401.3]
104.250[2648.0]
10.000[254.0]
4X 0.875 THRU WALL[4X 22.2 THRU WALL]
1.5[38.1]
END PLATE
15.800[401.3]( )I-BEAM
1.560[39.6]( )
FLANGE
15.720[399.3]( )IBEAM
0.980[24.9]( )WEB
24.0[609.6]
END PLATE
15.8[401.3]
END PLATE
4.000[101.6]
17.000[431.8]
2.150[54.6]
11.500[292.1]
4.100[104.1]
1.250[31.8]
4X 1.625 HRU[4X 41.3 HRU
2.000[50.8]
20.000[508.0]
4.000[101.6]
10.000[254.0]
4X 2.000 HRU[4X 50.8 HRU
252.000[6400.8]
7.500[190.5]
104.000[2641.6]
4 EQUAL SPACES AT 26.000" EACH = TOL. NON. CUM.
172.940[4392.7]
11.000[279.4]
5.150[130.8]
5.500[139.7]
2.150[54.6]
11.500[292.1]
4X 1.625 HRU WALL[4X 41.3 HRU WALL
10X 0.812 HRU WALL[10X 20.6 HRU WALL
0.5
TYPICAL BOTH
END PLATES
24.000[609.6]
END PLATE
18.250[463.6]
END PLATE
6.150[156.2]
3.500[88.9]
133.625[3394.1]
3.250[82.6]
2X
21.000[533.4]
0.500[12.7]
2.130[54.1]
8X 0.440 HRU WALL[8X 11.2 HRU WALL
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
A A
B B
C C
D D
RAIL POST BRACKET
1N/AA3
205-0600-4009
0.015 0.005250OUTSTANDING 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.:
DBREAK EDGES:1AOF
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL L6 X 6 X 3/8 L ANGLE2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-40094. USED ON: 205-0600-
CHECK PRINTNOT FOR
PRODUCTION2-5-19
6.000[152.4]( )
6.000[152.4]( ) 0.375
[9.5]( )
297.500[7556.5]
1.375[34.9]
3.000[76.2]
40.500[1028.7]
212.500[5397.5]
5 EQUAL SPACES AT 42.500" EACH = TOL. NON. CUM. 4.000[101.6]
6X
1.000[25.4]
29.250[743.0]
292.500[7429.5]
3.000[76.2]
12X
234.000[5943.6]
9 EQUAL SPACES AT 26.00" EACH = TOL. NON. CUM.
3.000[76.2]
24X 0.750 THRU[24X 19.1 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
FLOOR JOINT - E
1N/A
205-0600-4008
OUTSTANDING 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 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
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W5 X 16 I-BEAM2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-40084. USED ON: 205-0600-
CHECK PRINTNOT FOR
PRODUCTION2-5-19
330.000[8382.0]
5.000[127.0]( )I-BEAM
0.240[6.1]( )WEB
0.360[9.1]( )
FLANGE
5.010[127.3]( )I-BEAM
1.000[25.4]
3.000[76.2]
20X 0.750 HRU FLANGE[20X 19.1 HRU FLANGE
11.650[295.9]
4X 229.500[5829.3]
4 EQUAL SPACES AT 76.500" EACH = TOL. NON. CUM.
4.000[101.6]
30.535[775.6]
293.435[7453.2]
1.000[25.4]
3.000[76.2]
1.500[38.1]
320.250[8134.4]
7 EQUAL SPACES AT 45.750" EACH = TOL. NON. CUM. 3.000[76.2]
8X
32X 0.438 THRU[32X 11.1 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
FLOOR JOINT - W
1N/A
205-0600-4007
OUTSTANDING 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 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
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W5 X 16 I-BEAM2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-40074. USED ON: 205-0600-
CHECK PRINTNOT FOR
PRODUCTION2-5-19
330.000[8382.0]
5.000[127.0]( )I-BEAM
0.240[6.1]( )WEB
0.360[9.1]( )
FLANGE
5.010[127.3]( )I-BEAM
1.000[25.4]
3.000[76.2]
20X 0.750 HRU FLANGE[20X 19.1 HRU FLANGE
11.650[295.9]
4X 229.500[5829.3]
4 EQUAL SPACES AT 76.500" EACH = TOL. NON. CUM.
4.000[101.6]
30.535[775.6]
293.435[7453.2]
1.444[36.7]
101.000[2565.4]
2 EQUAL SPACES AT 50.500" EACH = TOL. NON. CUM. 3.000[76.2]
3X
1.000[25.4]
3.000[76.2]
12X 0.438 THRU[12X 11.1 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
FLOOR JOINT - SHORT
1386 lbmass
205-0600-4006
OUTSTANDING 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 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
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W5 X 16 I-BEAM2. QUANTITY REQUIRED: 23. MODEL FILENAME: 205-0600-40064. USED ON: 205-0600-
CHECK PRINTNOT FOR
PRODUCTION2-1-19
294.500[7480.3]
5.000[127.0]( )I-BEAM
0.240[6.1]( )WEB
0.360[9.1]( )
FLANGE
5.010[127.3]( )I-BEAM
30.535[775.6]
1.000[25.4]
3.000[76.2]
11.650[295.9]
4X 229.500[5829.3]
4 EQUAL SPACES AT 76.500" EACH = TOL. NON. CUM.
16X 0.750 HRU FLANGE[16X 19.1 HRU FLANGE
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
A A
B B
C C
D D
FLOOR JOINT
1432 lbmass
205-0600-4005
OUTSTANDING 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 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
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W5 X 16 I-BEAM2. QUANTITY REQUIRED: 93. MODEL FILENAME: 205-0600-40054. USED ON: 205-0600-
CHECK PRINTNOT FOR
PRODUCTION2-1-19
330.000[8382.0]
5.000[127.0]( )I-BEAM
0.240[6.1]( )WEB
0.360[9.1]( )
FLANGE
5.010[127.3]( )I-BEAM
1.000[25.4]
3.000[76.2]
20X 0.750 HRU FLANGE[20X 19.1 HRU FLANGE
11.650[295.9]
4X 229.500[5829.3]
4 EQUAL SPACES AT 76.500" EACH = TOL. NON. CUM.
4.000[101.6]
30.535[775.6]
293.435[7453.2]
1
1
2
2
3
3
4
4
A A
B B
SUPPORT -MID-W
189 lbmassA3
205-0600-4004
0.015 0.005250OUTSTANDING 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.:
BBREAK EDGES:1AOF
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 8
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A36 STEEL C8X18.75 C-CHANNEL2. QUANTITY REQUIRED: 23. MODEL FILENAME: 205-0600-40044. USED ON: 205-0600-
CHECK PRINTNOT FOR
PRODUCTION2-1-19
8.000[203.2]( )
C-CHANNEL
2.527[64.2]( )
C-CHANNEL
0.390[9.9]( )
FLANGE
0.487[12.4]( )WEB
57.875[1470.0]
8X 0.875 THRU[8X 22.2 THRU]
1.810[46.0]
4.000[101.6]
1.000[25.4]
9.000[228.6]
3 EQUAL SPACES AT 3.000" EACH = TOL. NON. CUM.
1
1
2
2
3
3
4
4
A A
B B
C C
D D
OVERHANG STIFFENER - Sw
1555 lbmass
205-0600-4003
OUTSTANDING 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 X.XX
X.XXX ANGLES
FINISH: MAX.: MIN.:
CBREAK EDGES:1AOF
1/1/1601
1/1/1601
1/1/1601
1/1/1601
1/1/1601
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 8
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A36 STEEL .75 THICK PLATE2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-4003 4. USED ON: 205-0600-
CHECK PRINTNOT FOR
PRODUCTION2-1-19
0.750[19.1]( )
72.000[1828.8]
50.000[1270.0]
16.000[406.4]
15.220[386.6]
3.000[76.2]
9.220[234.2]
2.000[50.8]
2.000[50.8]
11.800[299.7]
48.000[1219.2]
65.440[1662.2]
5.060[128.5]
2.500[63.5]
8.920[226.6]
8X 1.375 THRU[8X 34.9 THRU]
14.860[377.4]
58.860[1495.0]
3.500[88.9]
2X 10X 0.875 HRU[10X 22.2 HRU] 2.000
[50.8]
10.000[254.0]
1.250[31.8]
2X
5.000[127.0]
1
1
2
2
3
3
4
4
A A
B B
C C
D D
OVERHANG STIFFENER - SE
1556 lbmass
205-0600-4002
OUTSTANDING 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 X.XX
X.XXX ANGLES
FINISH: MAX.: MIN.:
CBREAK EDGES:1AOF
1/1/1601
1/1/1601
1/1/1601
1/1/1601
1/1/1601
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 8
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A36 STEEL .75 THICK PLATE2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-4002 4. USED ON: 205-0600-
CHECK PRINTNOT FOR
PRODUCTION2-1-19
0.750[19.1]( )
72.000[1828.8]
50.000[1270.0]
16.000[406.4]
15.220[386.6]
3.000[76.2]
9.220[234.2]
2.000[50.8]
2.000[50.8]
11.800[299.7]
48.000[1219.2]
65.440[1662.2]
5.060[128.5]
2.500[63.5]
8.920[226.6]
8X 1.375 THRU[8X 34.9 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
POST TOP BEAM - MID
1N/A
205-0600-4001
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.:
DBREAK EDGES:1AOF
1/1/1601
1/1/1601
1/1/1601
1/1/1601
1/1/1601
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X176 I-BEAM2. QUANTITY REQUIRED: 83. MODEL FILENAME: 205-0600-40014. USED ON: 205-0600-
CHECK PRINTNOT FOR
PRODUCTION1-25-19
297.500[7556.5]
15.650[397.5]( )I-BEAM
0.830[21.1]( )WEB
1.310[33.3]( )
FLANGE
15.220[386.6]( )I-BEAM
1.000[25.4]
3.000[76.2]
12X
292.500[7429.5]
11 EQUAL SPACES AT 26.000" EACH = TOL. NON. CUM.
2.000[50.8]
11.650[295.9]
36X 0.750 HRU FLANGE[36X 19.1 HRU FLANGE]
4.000[101.6]
272.500[6921.5]
11.000[279.4]
2X
81.280[2064.5]
197.220[5009.4]
17.000[431.8]
2X
2.075[52.7]
11.500[292.1]
16X 1.625 HRU FLANGE[16X 41.3 HRU FLANGE
4.810[122.2]
4.000[101.6]
2.000[50.8]
9.000[228.6]
3 EQUAL SPACES AT 3.000" EACH = TOL. NON. CUM.
8X 0.875 HRU[8X 22.2 HRU
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
A A
B B
C C
D D
SUPPORT -SW
1N/A
205-0600-4000
OUTSTANDING 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 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
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 12
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA 12/28/2018
sPHENIX Pedestal Carriage
NOTES:1. MATERIAL: A572 STEEL W14X176 I-BEAM2. QUANTITY REQUIRED: 13. MODEL FILENAME: 205-0600-40004. USED ON: 205-0600-
CHECK PRINTNOT FOR
PRODUCTION1-24-19
297.500[7556.5]
15.650[397.5]( )I-BEAM
0.830[21.1]( )WEB
1.310[33.3]( )
FLANGE
15.220[386.6]( )I-BEAM
1.000[25.4]
3.000[76.2]
12X
292.500[7429.5]
11 EQUAL SPACES AT 26.000" EACH = TOL. NON. CUM.
2.000[50.8]
11.650[295.9]
36X 0.750 HRU FLANGE[36X 19.1 HRU FLANGE]
4.000[101.6]
272.500[6921.5]
11.000[279.4]
2X
81.280[2064.5]
197.220[5009.4]
17.000[431.8]
2X
2.075[52.7]
11.500[292.1]
16X 1.625 HRU FLANGE[16X 41.3 HRU FLANGE
elec panel frame287
patch panel frame186
Generic c-channnel support2dp2185
Generic c-channnel support2dp
784
Generic HAND RAIL mid short
POSTDP east
283
Generic HAND RAIL mid west3dp282
Generic HAND RAIL top west2DP281
Generic rail post bracket_dp2180
Generic floor panel mid
platformDP
179
Generic HAND RAIL mid_short_
POST east
478
Generic HAND RAIL mid short
POST east
277
GenericSTEP AP2034698T400_ALUMINUM
SLIP-ON RAIL FITTING
676
Generic HAND RAIL short mid
west
875
Generic HAND RAIL mid POST
east
674
Generic rail post bracket_dp173
Generic floor panel mid platform172
Generic HAND RAIL mid west6171
Generic HAND RAIL mid west5170
Generic HAND RAIL mid west3369
Generic HAND RAIL mid south8168
Generic HAND RAIL mid south7167
Generic HAND RAIL mid south6166
Generic HAND RAIL mid south5165
Generic HAND RAIL mid south4164
Generic HAND RAIL mid south3263
Generic HAND RAIL mid south2162
GenericSTEP AP2034698T120_RAIL FITTING
coupling
461
Generic HAND RAIL top POST
south3
160
Generic HAND RAIL mid south1159
Generic HAND RAIL mid south158
Generic HAND RAIL mid west257
GenericSTEP AP2034698T390_A RAIL
FITTING 4way elbow
156
Generic HAND RAIL top west4255
Generic HAND RAIL top west3154
Generic HAND RAIL top POST
south2
153
Generic HAND RAIL POST west1752
Generic HAND RAIL top POST
south1
151
Generic HAND RAIL POST south750
GenericSTEP AP2034698T156_RAIL FITTING
oval base
749
Generic HAND RAIL mid north748
GenericSTEP AP2034698T166_ALUMINUM
RAIL FITTING post
3047
Generic HAND RAIL top west146
Generic HAND RAIL mid east745
GenericSTEP AP2034698T230_ALUMINUM
SLIP-ON RAIL FITTING
4444
Generic mcmaster 3201t161643
Generic toe board142
Generic HAND RAIL top POST
north
141
Generic HAND RAIL POST22540
GenericSTEP AP2034698T114_ALUMINUM
SLIP-ON RAIL FITTING
138
GenericSTEP AP2034698T340_hand RAIL
elbow
3037
Generic HAND RAIL top POST east136
Generic HAND RAIL POST1135
GenericSTEP AP2034698T170_ALUMINUM
SLIP-ON RAIL FITTING
5534
Generic floor panel20
133
Generic floor panel19432
Generic c-channnel support3231
GenericSTEP AP2034698T105_ALUMINUM
SLIP-ON RAIL FITTING
1328
Generic 5-16w-floor-joints_chimne
y
127
Generic floor panel18125
Generic floor panel17124
Generic floor panel16223
Generic floor panel15
122
Generic floor panel14121
Generic floor panel13220
Generic floor panel12119
Generic floor panel11118
Generic floor panel5_jh1817
Generic floor panel4_jh416
Generic floor panel2_jh515
Generic floor panel1_jh214
Generic floor panel10_jh913
Generic floor panel9_jh212
chimney support2111
chimney support110
Generic bracket-chimney18
GenericRAIL POST BRACKET205-0600-4009139
SteelFLOOR JOINT - W205-0600-4007196
SteelFLOOR JOINT - E205-0600-4008197
SteelFLOOR JOINT - SHORT205-0600-400629
SteelFLOOR JOINT205-0600-400587
SteelSUPPORT -MID-W205-0600-4004229
SteelOVERHANG STIFFENER - Sw205-0600-4003194
SteelOVERHANG STIFFENER - SE205-0600-4002195
SteelPOST TOP BEAM - MID205-0600-4001293
SteelSUPPORT -SW205-0600-400011
SteelSUPPORT -SW205-0600-3011230
SteelTOP END BEAM -SE205-0600-301025
SteelTOP END BEAM -SE205-0600-300914
SteelTOP END BEAM -SW205-0600-300816
SteelTOP END BEAM -S-MID205-0600-3007126
SteelPOST TOP BEAM - S205-0600-300613
SteelEND CAP POST - NW205-0600-3005191
SteelEND CAP POST - SE205-0600-3004189
SteelEND CAP POST -MID205-0600-3003490
SteelEND CAP POST -SW205-0600-3002188
SteelTOP POST BRACE205-0600-300182
SteelEND CAP POST - NE205-0600-3000192
PARTS LIST
MATERIALDESCRIPTIONPART NUMBERQTYITEM
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
0.015 0.005OUTSTANDING ECN NUMBERS
UPTON, NY 11973
BROOKHAVEN NATIONAL LABORATORY
SIZE: DRAWING NUMBER:
SCALE: WEIGHT: 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
1/1/1601
1/1/1601
1/1/1601
1/1/1601
1/1/1601
BROOKHAVEN SCIENCE ASSOCIATES
DRAWN BY:
SUPERVISOR APPROVAL:
ENGINEER APPROVAL:
Q.A. APPROVAL:
SAFETY ENGINEER:
DESIGN APPROVAL:
CHECKED BY:
Q.A. CATEGORY: 1 / 25
PROJECT:
DESCRIPTIION:
REVISION HISTORYREV ECN NUMBER ZONE DESCRIPTION DATE APPROVEDA
