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KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
F1
F4F3
F4F3
F2
F7
150x
75x1
8 P
FC
F6
150x
75x1
8 P
FCF10
F9F8
100x
50x1
0 P
FC x
197
0 LG
.
F8
100x
50x1
0 P
FC x
197
0 LG
.
F8
100x50x10 PFC
100x50x10 PFC
100x
50x1
0 P
FC x
197
0 LG
.
F5
F11
003DTL
A
150x
75x1
8 P
FC x
277
8 LG
.
ALL MEMBERS 152x30 UC U.N.O.
FOR PFC ADJUSTABLE FOOT DETAILS REFERDRG: 1131-122-D349-DTL-003-001 - DETAIL 6
FOR BRACE CONNECTION DETAILS REFERDRG: 1131-122-D349-DTL-003-001 ADJUSTABLE PROP BELOW
STATOR SKID BEAMREFER DRG:1131-122-D349-DTL-004-001
FOR SPLICE CONNECTIONREFER DRG: 1131-122-D349-DTL-003-001
ADJUSTABLE PROP BELOWACCOMODATION SKID BEAMREFER DRG:1131-122-D349-DTL-004-001
PLAN ON STATOR REMOVAL / INSTALLATION SKID FRAME BASE AT EL+33718 T.O.S.
517
UC
2330
UC
1070
UC
2330
UC
219
UC
1000
UC
1420
STATOR & UC
1420
UC
3753
O/A
UC
INC
. EN
D P
LTS
.12
6 TY
P(R
EF)
UB
& S
KID
BEA
M
4005
UB
& S
KID
BEA
M
75 3956 6350
4205
O/A
PFC
TY
P
100
TYP
UB
940
UC
1820
UC
1345
580
UC
2951
UC47
4
200200
SPLICE
196
734
WP
TO
WP
939
WP
TO
WP
939 TYPWP TO WP
771
360
13(REF)
3943 O/A UC INC. END PLT.
85(REF)
3520 O/A UC INC. END PLTS. 2745 O/A UC INC. END PLTS.
27.02.15M.F
C101 OF 011:25
D3491131
U3
27.02.15E.M18.02.15S.D
M.FE.MS.D27.02.15
STAT. SKID FRAME - DETAILS SHEET 1
STAT. SKID FRAME - DETAILS SHEET 3STAT. SKID FRAME - DETAILS SHEET 2
STAT. SKID FRAME - GENERAL ARRANGEMENTSTAT. SKID FRAME - PLAN SKID BASE
1131-122-D349-DTL-002-001
1131-122-D349-DTL-004-001
1131-122-D349-DTL-003-001
1131-122-D349-GAD-021-001
1131-122-D349-GAD-023-001
APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.
5. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR REMOVAL / INSTALLATION SKID
FRAME - PLAN ON SKID BASE
1131
-122
-D34
9-G
AD
-022
-001
1131-122-D349-GAD-022-001
V-2131 VESSEL ACCESS PLTFM - GA & DETAILSGENERAL NOTES
B2B1F11F10F9F8F7F6F5F4F3F2F1
BRT1-XD1-SA-O0-77-00096-4
BRT0-XT0-SD-O0-00-00001-1
D349-XT0-SA-U3-00-00002
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
6.5T PADEYE
ALL MEMBERS 152x30 UC U.N.O.PLAN ON STATOR REMOVAL / INSTALLATION FRAME AT EL+34880 T.O.S. U.N.O.
F6
F7F7F3
F2
F1
F4
F5 F5
F9F8F5F5
F13
125x
65x1
5 PFC
(-15
8)
F15
100x
50x1
0 PFC (-
158)
F11F10
F14
100x50x10 PFC (-158)
F12
125x65x15 PFC (-158)
F4
F6F6
(EL +200)
6.5T PADEYE
6.5T PADEYE
6.5T PADEYE
6.5T PADEYE
SPACER ASSEMBLY
FOR SPLICE CONNECTIONREFER DRG: 1131-122-D349-DTL-003-001
SPACER ASSEMBLY
FOR BRACE CONN. DETAIL REFERDRG: 1131-122-D349-DTL-003-001
FOR BRACE CONN. DETAIL REFERDRG: 1131-122-D349-DTL-003-001
517
UC
2330
UC
1070
UC
2330
UC UC
1000
UC
1420
STATOR & UC
1420
UC
75 TYP
UC36
0
UC
1820
UC
771
UC
SPLICE
196 1970 TYPWP TO WP
110
1970
TY
PW
P T
O W
P
1410 TYPWP TO WP
5TYP
6.5T PADEYE
170TYP
1382 O/A UCINC. END PLT.
1393 O/A UC 1393 O/A UC 3708 O/A UCINC. END PLT.
3106 O/A UCINC. END PLTS.
27TYP
13 TYP
1793
O/A
UC
10 C
LEA
R. T
OE
X C
LAD
DIN
G
143
1805
TYP
WP
TO
WP
27.02.15M.F
C101 OF 011:25
D3491131
U3
27.02.15E.M18.02.15S.D
M.FE.MS.D27.02.15
STAT. SKID FRAME - DETAILS SHEET 1STAT. SKID FRAME - DETAILS SHEET 2STAT. SKID FRAME - GENERAL ARRANGEMENTSTAT. SKID FRAME - PLAN SKID BASE
1131-122-D349-DTL-002-001
1131-122-D349-DTL-003-001
1131-122-D349-GAD-021-001
1131-122-D349-GAD-022-001
APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.
5. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR REMOVAL / INSTALLATION SKID
FRAME - PLAN ON SKID TOP
1131
-122
-D34
9-G
AD
-023
-001
D349-XT0-SA-U3-00-00003
1131-122-D349-GAD-023-001
V-2131 VESSEL ACCESS PLTFM - GA & DETAILSGENERAL NOTES
B2B1F14F13F12F11F10F9F8F7F6F5F4F3F2F1
F15
BRT1-XD1-SA-O0-77-00096-4
BRT0-XT0-SD-O0-00-00001-1
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
BASE PLTS.
C021
GAD
SECTION
152x30 UCF9
001DTL
4
001DTL
3
3933 O/A UC
RE
F32
TY
PW
P T
O W
P
UC UC UC
0 TYPWP TO WP
ADJUSTABLEFEET
B021
GAD
SECTION
F7
003DTL
6
002DTL
2
002DTL
1
F8152x30 UC
F6
80x80x1
0 RSA
TYP
F3F2F1F5
152x
30 U
C 80x80x10 RSA 152x
30 U
C
152x
30 U
C
152x
30 U
C
940
TYP
WP
TO
WP
1359
O/A
UC
INC
. EN
D P
LTS
.3
(RE
F)
208
(RE
F)10
05 O
/A U
C IN
C. E
ND
PLT
S.
526 1030 1150 1084
UC1000
UC1420
UC1420
UC280 10 THK
END PLT TYP3
(REF)1120 TYP
WP TO WP
10 THKEND PLT
385
275
3420 O/A UC INC. END PLTS.
(RE
F)
EX. STATOR
150x75 PFC - FITTED TO1 OFF MID. FRAME ONLY
SPACER ASSEMBLY TO BEAR AGAINSTTOP FLANGE OF SKID FRAME - FITTEDTO 2 OFF OUTER FRAMES ONLY
EX. ACCOM.SKID BEAM
SIM 3 LOCSAS NOTED
EX. STATORSKID BEAM
A021
GAD
SECTION
80x8
0x10
RSA 80x80x10 RSAF4 F4
003DTL
5
EL +33510 T.O. .(REF)
1370
EL +34880 T.O.S.SKID FRAME
79(REF)
861 TYPWP TO WP
UC
3515
90
861
TYP
WP
TO
WP
158
(RE
F)20
0
UC
/ P
AD
EYE
208
(RE
F)
2951
UC
10 TYP
79(REF)
3437 O/A UC INC. END PLT.
27.02.15M.F
C101 OF 011:10
D3491131
U3
27.02.15E.M18.02.15S.D
M.FE.MS.D27.02.15APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.
5. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR REMOVAL / INSTALLATION SKID
FRAME - SECTIONS SHEET 1
1131
-122
-D34
9-G
AD
-024
-001
D349-XT0-SA-U3-00-00004
1131-122-D349-GAD-024-001
V-2131 VESSEL ACCESS PLTFM - GA & DETAILSGENERAL NOTES
B2B1F8F7F6F5F4F3F2F1
BRT1-XD1-SA-O0-77-00096-4STAT. SKID FRAME - DETAILS SHEET 1STAT. SKID FRAME - DETAILS SHEET 2STAT. SKID FRAME - GENERAL ARRANGEMENT
1131-122-D349-DTL-002-001
1131-122-D349-DTL-003-001
1131-122-D349-GAD-021-001 BRT0-XT0-SD-O0-00-00001-1
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
80x80x10 RSA80x8
0x10
RSA
F8F8
021GAD
E
SIM 2 LOCS
D0211 AS DRAWN
GAD
SECTION
003DTL
1
UC1820
UC
3(REF)
793 TYPWP TO WP
WP
TO
WP
793
TYP
A001
GAD
SECTION
209
6245 O/A UC
158
34002816306
995
(REF)
10
ADJUSTABLEFEET
002DTL
3
002DTL
4
C021
GAD
SECTION
152x
30 U
C
152x
30 U
C
152x
30 U
C
152x
30 U
C
F4F3F2F1
F5100x50x10 PFC
002DTL
5
FOR PFC TO UC CONN. DETAIL REFERDRG: 1131-122-D349-DTL-002-001
80x80x10 RSA80x80x10 RSA
F7F6
526 1030 1150 1084
31
774
TYP
WP
TO
WP
3(REF)
1105 TYPWP TO WP
275
10 THKCAP PLT
385 UC
1000 UC
1420 UC
1420 UC
2990 O/A PFC
27.02.15M.F
C101 OF 011:10
D3491131
U3
27.02.15E.M18.02.15S.D
M.FE.MS.D27.02.15APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.
5. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR REMOVAL / INSTALLATION SKID
FRAME - SECTIONS SHEET 2
1131
-122
-D34
9-G
AD
-025
-001
D349-XT0-SA-U3-00-00005
1131-122-D349-GAD-025-001
V-2131 VESSEL ACCESS PLTFM - GA & DETAILSGENERAL NOTES
B2B1F8F7F6F5F4F3F2F1
STAT. SKID FRAME - DETAILS SHEET 1STAT. SKID FRAME - DETAILS SHEET 2STAT. SKID FRAME - GENERAL ARRANGEMENT
1131-122-D349-DTL-002-001
1131-122-D349-DTL-003-001
1131-122-D349-GAD-021-001
BRT1-XD1-SA-O0-77-00096-4
BRT0-XT0-SD-O0-00-00001-1
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
BASE PLTS.
C021
GAD
SECTION
152x30 UCF9
001DTL
4
001DTL
3
3933 O/A UC
RE
F32
TY
PW
P T
O W
P
UC UC UC
0 TYPWP TO WP
CONTINUEDABOVE
CONTINUEDABOVE
PFC
003DTL
7
F3
80x8
0x10
RSAF3
80x80x10 RSA
F5F7
F6F/S OPP HAND
002DTL
5
152x
30 U
C
152x
30 U
C
SPLICE415 1030 1130 170
460
10 THKCAP PLT.
570196 UC
2330 UC
PFC PFC
CONTINUEDBELOW
CONTINUEDBELOW
F3
80x8
0x10
RSAF3 F4
152x
30 U
C
F2F/S OPP HAND
F1
003DTL
4
152x
30 U
C 80x80x10 RSA
F021SIM 2 LOCS
GAD
SECTION
930 1030 930 715 SPLICE
UC517
UC2330
UC874
SPLICE
826
TYP
WP
TO
WP
79(REF)
826 TYPWP TO WP
= = 90TYP
27.02.15M.F
C101 OF 011:10
D3491131
U3
27.02.15E.M18.02.15S.D
M.FE.MS.D27.02.15APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.
5. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR REMOVAL / INSTALLATION SKID
FRAME - SECTIONS SHEET 3
1131
-122
-D34
9-G
AD
-026
-001
D349-XT0-SA-U3-00-00006
1131-122-D349-GAD-026-001
V-2131 VESSEL ACCESS PLTFM - GA & DETAILSGENERAL NOTES
B2B1F31F30F29F28F7F6F5F4F3F2F1
BRT1-XD1-SA-O0-77-00096-4STAT. SKID FRAME - DETAILS SHEET 1STAT. SKID FRAME - DETAILS SHEET 2STAT. SKID FRAME - GENERAL ARRANGEMENT
1131-122-D349-DTL-002-001
1131-122-D349-DTL-003-001
1131-122-D349-GAD-021-001 BRT0-XT0-SD-O0-00-00001-1
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
F6-024
SHOWING MEMBER PIECE MARKSISOMETRIC VIEW ON STATOR REMOVAL / INSTALLATION SKID FRAME - NORTH
F6-023
F2-DTL-004
F2-DTL-004
F5-023
F5-023F13-023
F12-023
F5-023
F5-023
F7-024
F8-024
F4-023
F4-023
F1-023
F2-023
CONTINUED ON DRG.1131-122-D349-GAD-028-001
F3-023
F8-025
F8-025F6-025
F1-DTL-004
F1-DTL-004
F7-025
F9-022
F5-024
F1-025
F4-024
F4-024
F4-024
F4-024
F4-024
F4-024
F3-024
F2-024
F1-024
F2-025
F3-025
F5-025
F4-025
F1-022
F6-022
F10-022
F11-022
F2-022
F5-022
AC
C. M
OD
ULE
SK
I BEA
M S
TATO
R S
KID
BE
AM
STATOR & CENTRAL UC
STA
TOR
(REF)(REF)(REF)(REF)(REF)(REF) (REF)(REF)(REF)(REF)(REF)
EX. STATORLOCATION
EX. STATOR SKID FRAME762x267 UB TYP (REF)
EX. 10 THKDECK PLT
EX. 762x267 UB(REF)
EX. 457x152 UB
EX. 254x102 UB
EX
. 457
x152
UB
EX. 457x152 UB
EX. 457x152 UB
EX. 1000x200 PG
EX. 254x102 UB
EX. 254x102 UB
EX. 254x102 UB
EX. 254x102 UB
TOTAL WEIGHT OF STEELWORK FOR SKIDDING FRAME:- 4280 KG
ACCOMODATIONMODULE
PART PLAN ON PRODUCTION DECK AT EL+33500 T.O.S.SHOWING STATOR REMOVAL / INSTALLATION SKID FRAME
001DTL
C001
DTL
B
002DTL
A
002DTL
C
025GAD
C
024GAD
B
026GAD
F
025GAD
E025
GAD
E025
GAD
D
024GAD
A
2
C
(RE
F)40
05(R
EF)
1253
(RE
F)34
70
E 215000(REF)
N 1
1250
0
(R
EF)
286(REF)
EX. 610 x229 UB
1030
EX. 406 x140 UB
1030
EX. 406 x140 UB
1130
EX. 406 x140 UB
930
EX. 406 x140 UB
1030
EX. 406 x140 UB
1030
EX. 406 x140 UB
1150
EX. 1200 x350 PG
1150
EX. 305 x165 UB
1030
EX. 305 x165 UB
1030
EX. 305 x165 UB
1030
EX. 305 x165 UB
M.F
27.02.15M.F
C101 OF 01N.T.S.
D3491131
U3
27.02.15E.M24.2.15S.D
M.FE.MS.D27.02.15
STAT. SKID FRAME - GENERAL ARRANGEMENTSTAT. SKID FRAME - PLAN SKID BASESTAT. SKID FRAME - PLAN SKID TOPSTAT. SKID FRAME - SECTIONS SHEET 1STAT. SKID FRAME - SECTIONS SHEET 2
1131-122-D349-GAD-021-001
1131-122-D349-GAD-022-001
1131-122-D349-GAD-023-001
1131-122-D349-GAD-024-001
1131-122-D349-GAD-025-001
STAT. SKID FRAME - SECTIONS SHEET 3STAT. SKID FRAME - ISOMETRIC SHEET 2
1131-122-D349-GAD-026-001
1131-122-D349-GAD-028-001
APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.5. FRAME TO BE FULLY SHOP ASSEMBLED ONSHORE
WITH ALL HOLES SHOP DRILLED U.N.O.6. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE. 2 SETS OF NYLOC NUTS TO BE SUPPLIED FOR INSTALLATION& REMOVAL SEQUENCES.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
2. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-OS-O0-00-00001 TO BE BLAST & PRIME ONLY
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR REMOVAL / INSTALLATION SKID
FRAME - ISOMETRIC SHEET 1
D349-XT0-SA-U3-00-00007
1131
-122
-D34
9-G
AD
-027
-001
1131-122-D349-GAD-027-001
V-2131 VESSEL ACCESS PLTFM - GA & DETAILSGENERAL NOTES
B2B1F1
BRT1-XD1-SA-O0-77-00096-4
BRT0-XT0-SD-O0-00-00001-1
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
F8-025F8-025
F8-025
F8-025
SHOWING MEMBER PIECE MARKS
F2-DTL-004
F1-DTL-004
F7-022
F6-026
F7-026
F5-026
F5-026
F4-026
F4-026
F3-026
F3-026
F3-026
F3-026
F8-022
F8-022
F3-026
F3-026
F3-026
F3-026
F1-026
F2-026
CONTINUED ON DRG.1131-122-D349-GAD-027-001
F8-022
F3-022
F4-022
F14-023
F6-023
F7-023
F7-023
F15-023
F6-023
F8-023
F9-023
F10-023
F11-023
F3-022
F4-022
ISOMETRIC VIEW ON STATOR REMOVAL / INSTALLATION SKID FRAME - SOUTH
AC
C. M
OD
ULE
SK
I BEA
M S
TATO
R S
KID
BE
AM
STATOR & CENTRAL UC
STA
TOR
(REF)(REF)(REF)(REF)(REF)(REF) (REF)(REF)(REF)(REF)(REF)
EX. STATORLOCATION
EX. STATOR SKID FRAME762x267 UB TYP (REF)
EX. 10 THKDECK PLT
EX. 762x267 UB(REF)
EX. 457x152 UB
EX. 254x102 UB
EX
. 457
x152
UB
EX. 457x152 UB
EX. 457x152 UB
EX. 1000x200 PG
EX. 254x102 UB
EX. 254x102 UB
EX. 254x102 UB
EX. 254x102 UB
TOTAL WEIGHT OF STEELWORK FOR SKIDDING FRAME:- 4280 KG
ACCOMODATIONMODULE
PART PLAN ON PRODUCTION DECK AT EL+33500 T.O.S.SHOWING STATOR REMOVAL / INSTALLATION SKID FRAME
001DTL
C001
DTL
B
002DTL
A
002DTL
C
025GAD
C
024GAD
B
026GAD
F
025GAD
E025
GAD
E025
GAD
D
024GAD
A
2
C
(RE
F)40
05(R
EF)
1253
(RE
F)34
70
E 215000(REF)
N 1
1250
0
(R
EF)
286(REF)
EX. 610 x229 UB
1030
EX. 406 x140 UB
1030
EX. 406 x140 UB
1130
EX. 406 x140 UB
930
EX. 406 x140 UB
1030
EX. 406 x140 UB
1030
EX. 406 x140 UB
1150
EX. 1200 x350 PG
1150
EX. 305 x165 UB
1030
EX. 305 x165 UB
1030
EX. 305 x165 UB
1030
EX. 305 x165 UB
27.02.15M.F
C101 OF 01N.T.S.
D3491131
U3
27.02.15E.M24.2.15S.D
M.FE.MS.D27.02.15
STAT. SKID FRAME - GENERAL ARRANGEMENTSTAT. SKID FRAME - PLAN SKID BASESTAT. SKID FRAME - PLAN SKID TOPSTAT. SKID FRAME - SECTIONS SHEET 1STAT. SKID FRAME - SECTIONS SHEET 2
1131-122-D349-GAD-021-001
1131-122-D349-GAD-022-001
1131-122-D349-GAD-023-001
1131-122-D349-GAD-024-001
1131-122-D349-GAD-025-001
STAT. SKID FRAME - SECTIONS SHEET 3STAT. SKID FRAME - ISOMETRIC SHEET 1
1131-122-D349-GAD-026-001
1131-122-D349-GAD-027-001
APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.5. FRAME TO BE FULLY SHOP ASSEMBLED ONSHORE
WITH ALL HOLES SHOP DRILLED U.N.O.6. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE. 2 SETS OF NYLOC NUTS TO BE SUPPLIED FOR INSTALLATION& REMOVAL SEQUENCES.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
2. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-OS-O0-00-00001 TO BE BLAST & PRIME ONLY
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR REMOVAL / INSTALLATION SKID
FRAME - ISOMETRIC SHEET 2
D349-XT0-SA-U3-00-00008
1131
-122
-D34
9-G
AD
-028
-001
1131-122-D349-GAD-028-001
V-2131 VESSEL ACCESS PLTFM - GA & DETAILSGENERAL NOTES
B2B1F1
BRT1-XD1-SA-O0-77-00096-4
BRT0-XT0-SD-O0-00-00001-1
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
DESCRIPTIONQTY
4
3
2
1 OFF
1 OFF
1 OFF
NOTE: DRAWING TO BE READ IN CONJUNCTION WITH1131-122-D349-GAD-030-001. RIGGING ASSEMBLIES WILLNOT BE REQUIRED SIMULTANIOUSLY AND RIGGING QUANTITIESTO BE ADJUSTED ACCORDINGLY
NOTE: ITEMS 1 2 3 TO BE RE-USED FOR STATOR SOUTHPULL. REFER DRAWING No. 1131-122-D349-GAD-030-001
6.0 Te W.L.L POLYESTER ENDLESS ROUND SLING40 DIA - 2000 CIRCUM. 1000 E.W.L - TO BS EN 1492-2
6.3 Te W.L.L LEVER HOIST - KITO TYPE LB063 - WITH CHAINSUITABLE FOR 7.0M H.O.L (OR APPROVED EQUIVALENT)
6.7 Te W.L.L WELDED MASTER LINK - CROSBY TYPEA-344 - STOCK No. 1257082 (OR APPROVED EQUIVALENT)
6.5 Te W.L.L BOLT TYPE ANCHOR SHACKLE - CROSBY TYPEG-2130 - STOCK No. 1019533 (OR APPROVED EQUIVALENT)1 OFF1
ITEM
STATOR WEST PULL - RIGGING SCHEDULE
TIMBER PACKERS & PLATE TO BEFITTED - FOR DETAILS REFER DRG.1131-122-D349-GAD-037-001
SEE NOTE 7
RIGGING DESIGN LOAD= 3.3Te PER POINT
EX. STAINLESS STEELNAME PLATE ADJACENTTO 35 DIA HOLE TO BEREMOVED PRIOR TOINSTALLATION OFTRUNNION ATTACHMENT
'TRUNNION' BOLTEDATTACHMENT
R1
R1RIGGINGASSEMBLY
4
3
2
1
2 No. SETS OF RIGGING REQUIRED AS MARKED
STATOR REMOVAL RIGGING ARRANGEMENT - WEST PULL
R1
B11 No. 33 DIA HOLE TO SUITM30 x 150 LG BOLT C/W NUTAND 2 PLAIN WASHERSFIT TO EX. 35 DIA HOLE IN STATOR
DIRECTION OFTEST PULLSEE NOTE 3
75 ACCESS HOLE
114.3 x6.3 CHS
P1
F12 OFF RQD.'TRUNNION' BOLTED ATTACHMENT DETAIL
EX. STATOR
15 PLTWASHER
50REF
25PLT 15
PLT
100O/A CHS
100
DIA
WA
SH
ER
=
=
=
=17
0 D
IATY
P
20.03.15G.HE.M 20.03.15
8. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-SS-O0-00-00012 SYSTEM 3 - TO BE BLAST & PRIME ONLY.
7. GREASE (PLATFORM SUPPLY) TO BE LIBERALLY APPLIED TO TOP FLANGE OF FRAME SKID BEAMS PRIOR TO PULL.
6. TRUNNION TO BE BOLTED TO STATOR CASING 'SPANNER TIGHT' = 160Nm TORQUE.
5. NDT TO BE CARRIED BEFORE AND AFTER SHOP LOAD TEST - 100% UT ON BUTT WELD.
2. ALL STEELWORK TO BE TYPE 'D'.
4. S.W.L. TO BE STAMPED ON TRUNNION.
3. TRUNNION TO BE SHOP LOAD TESTED TO 2x S.W.L. (6.6 Te) IN DIRECTION OF PULL.
C101 OF 01N.T.S.
D3491131
U3
24.02.15S.D
G.HE.MS.D19.03.15
STAT. SKID FRAME - PLAN SKID BASESTAT. SKID FRAME - PLAN SKID DECKSTAT. SKID FRAME - SECTIONS SHEET 1STAT. SKID FRAME - SECTIONS SHEET 2
P1B1F1R1
1131-122-D349-GAD-022-001
1131-122-D349-GAD-023-001
1131-122-D349-GAD-024-001
1131-122-D349-GAD-025-001STAT. SKID FRAME - GENERAL ARRANGEMENTSTAT. SKID FRAME - RIGGING - SOUTH PULL
1131-122-D349-GAD-021-001
1131-122-D349-GAD-030-001
APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.5. FRAME TO BE FULLY SHOP ASSEMBLED ONSHORE
WITH ALL HOLES SHOP DRILLED U.N.O.6. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE. 2 SETS OF NYLOC NUTS TO BE SUPPLIED FOR INSTALLATION& REMOVAL SEQUENCES.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
2. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-OS-O0-00-00001 TO BE BLAST & PRIME ONLY
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-0011. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR REMOVAL RIGGINGARRANGEMENT - WEST PULL
1131
-122
-D34
9-G
AD
-029
-001
D349-XT0-SA-U3-00-00009
1131-122-D349-GAD-029-001
V-2131 VESSEL ACCESS PLTFM - GA & DETAILSGENERAL NOTES
B2B1F1
BRT1-XD1-SA-O0-77-00096-4
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
DESCRIPTIONQTY
3
2
1 OFF
2 OFF
NOTE: DRAWING TO BE READ IN CONJUNCTION WITH1131-122-D349-GAD-029-001.
6.3 Te W.L.L LEVER HOIST - KITO TYPE LB063 - WITH CHAINSUITABLE FOR 7.0M H.O.L (OR APPROVED EQUIVALENT)
6.7 Te W.L.L WELDED MASTER LINK - CROSBY TYPEA-344 - STOCK No. 1257082 (OR APPROVED EQUIVALENT
6.5 Te W.L.L BOLT TYPE ANCHOR SHACKLE - CROSBY TYPEG-2130 - STOCK No. 1019533 (OR APPROVED EQUIVALENT2 OFF1
ITEM
STATOR SOUTH PULL - RIGGING SCHEDULE
6.7 Te W.L.L WELDED MASTER LINK - CROSBY TYPEA-344 - STOCK No. 1257082 (OR APPROVED EQUIVALENT)
6.5 Te W.L.L BOLT TYPE ANCHOR SHACKLE - CROSBY TYPEG-2130 - STOCK No. 1019533 (OR APPROVED EQUIVALENT)
NOTE: ITEMS 1 2 3 TO BE RE-USED FROM STATOR WESTPULL. REFER DRAWING No. 1131-122-D349-GAD-029-001
6
5
DESCRIPTIONQTY
1 OFF
1 OFF
ITEM
STATOR SOUTH PULL - RIGGING SCHEDULER1
SEE NOTE 5
RIGGING DESIGN LOAD3.3Te PER POINT
REFER DETAIL THIS DRG.
6
5
R1
R1RIGGINGASSEMBLYTYP
EYE BOLT ASSEMBLY
3
2
1
2 No. SETS OF RIGGING REQUIRED AS MARKED
STATOR REMOVAL RIGGING ARRANGEMENT - SOUTH PULL
100 PLT= =
100
PLT
=
=
1 No. 29 DIA HOLE TO SUIT 6.03 Te W.L.LSHOULDER NUT EYE BOLT C/W NUT.CROSBY TYPE G-277 - STOCK No. 1045292FIT TO EX. 35 DIA HOLE IN STATOR
2 OFF RQD.EYE BOLT ASSEMBLY DETAIL
B1
P1P1
EX. STATOR
20PLT
50REF
20PLT
19.03.15G.H19.03.15E.M
6. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-SS-O0-00-00012 SYSTEM 3 - TO BE BLAST & PRIME ONLY
5. GREASE (PLATFORM SUPPLY) TO BE LIBERALLY APPLIED TO TOP FLANGE OF SKID BEAMS PRIOR TO PULL
4. EYE BOLT TO BE BOLTED TO STATOR CASING 'SPANNER TIGHT' = 130Nm TORQUE
3. EYE BOLT TO BE FITTED IN ORIENTATION SHOWN.2. ALL STEELWORK TO BE TYPE 'D'.
BRITANNIA PLATFORMSTATOR REMOVAL RIGGING
ARRANGEMENT - SOUTH PULL
P1
D349-XT0-SA-U3-00-00010
C101 OF 01N.T.S.
D3491131
U3
26.04.13M.F24.02.15S.D
G.HE.MS.D19.03.15
STAT. SKID FRAME - PLAN SKID BASESTAT. SKID FRAME - PLAN SKID DECKSTAT. SKID FRAME - SECTIONS SHEET 1STAT. SKID FRAME - SECTIONS SHEET 2
B1R1
1131-122-D349-GAD-022-001
1131-122-D349-GAD-023-001
1131-122-D349-GAD-024-001
1131-122-D349-GAD-025-001STAT. SKID FRAME - GENERAL ARRANGEMENTSTAT. SKID FRAME - RIGGING - WEST PULL
1131-122-D349-GAD-021-001
1131-122-D349-GAD-029-001
APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.5. FRAME TO BE FULLY SHOP ASSEMBLED ONSHORE
WITH ALL HOLES SHOP DRILLED U.N.O.6. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE. 2 SETS OF NYLOC NUTS TO BE SUPPLIED FOR INSTALLATION& REMOVAL SEQUENCES.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
2. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-OS-O0-00-00001 TO BE BLAST & PRIME ONLY
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
1131
-122
-D34
9-G
AD
-030
-001
1131-122-D349-GAD-030-001
V-2131 VESSEL ACCESS PLTFM - GA & DETAILSGENERAL NOTES
B2B1F1
BRT1-XD1-SA-O0-77-00096-4
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
DESCRIPTIONQTY
3
2
1 OFF
2 OFF
NOTE: DRAWING TO BE READ IN CONJUNCTION WITH1131-122-D349-GAD-029-001.
6.3 Te W.L.L LEVER HOIST - KITO TYPE LB063 - WITH CHAINSUITABLE FOR 7.0M H.O.L (OR APPROVED EQUIVALENT)
6.7 Te W.L.L WELDED MASTER LINK - CROSBY TYPEA-344 - STOCK No. 1257082 (OR APPROVED EQUIVALENT
6.5 Te W.L.L BOLT TYPE ANCHOR SHACKLE - CROSBY TYPEG-2130 - STOCK No. 1019533 (OR APPROVED EQUIVALENT2 OFF1
ITEM
STATOR SOUTH PULL - RIGGING SCHEDULE
DESCRIPTIONQTY
6 1 OFF
NOTE: ITEMS 1 to 3 TO BE RE-USED FROM STATOR WESTPULL. REFER DRAWING No. 1131-122-GAD-029-001
6.7 Te W.L.L WELDED MASTER LINK - CROSBY TYPEA-344 - STOCK No. 1257082 (OR APPROVED EQUIVALENT
6.5 Te W.L.L BOLT TYPE ANCHOR SHACKLE - CROSBY TYPEG-2130 - STOCK No. 1019533 (OR APPROVED EQUIVALENT1 OFF5
ITEM
STATOR SOUTH PULL - RIGGING SCHEDULE
DESCRIPTIONQTY
4
3
5
2
1 OFF
1 OFF
1 OFF
1 OFF
NOTE: ITEMS 1 2 3 TO BE RE-USED FOR STATOR EASTPULL. REFER DRAWING No. 1131-122-D349-GAD-035-001
6.3 Te W.L.L LEVER HOIST - KITO TYPE LB063 - WITH CHAINSUITABLE FOR 7.0M H.O.L (OR APPROVED EQUIVALENT)
6.7 Te W.L.L WELDED MASTER LINK - CROSBY TYPEA-344 - STOCK No. 1257082 (OR APPROVED EQUIVALENT)
6.7 Te W.L.L WELDED MASTER LINK - CROSBY TYPEA-344 - STOCK No. 1257082 (OR APPROVED EQUIVALENT)
6.5 Te W.L.L BOLT TYPE ANCHOR SHACKLE - CROSBY TYPEG-2130 - STOCK No. 1019533 (OR APPROVED EQUIVALENT)
6.5 Te W.L.L BOLT TYPE ANCHOR SHACKLE - CROSBY TYPEG-2130 - STOCK No. 1019533 (OR APPROVED EQUIVALENT)1 OFF1
ITEM
STATOR NORTH PULL - RIGGING SCHEDULER1
R1
R1
SEE NOTE 5SEE NOTE 5
RIGGING DESIGN LOAD= 3.3Te PER POINT
RIGGINGASSEMBLYTYP
REFER DETAIL THIS DRG.
EYE BOLT ASSEMBLY
3
5
2
4
1
2 No. SETS OF RIGGING REQUIRED AS MARKED
STATOR INSTALLATION RIGGING ARRANGEMENT - NORTH PULL
100 PLT= =
100
PLT
=
=
2 OFF RQD.EYE BOLT ASSEMBLY DETAIL
B1
P1P1
1 No. 29 DIA HOLE TO SUIT 6.03 Te W.L.LSHOULDER NUT EYE BOLT C/W NUT.CROSBY TYPE G-277 - STOCK No. 1045292FIT TO EX. 35 DIA HOLE IN STATOR
EX. STATOR
20PLT
50REF
20PLT
G.HE.M25.03.15
G.HE.M 25.03.1524.03.15
C101 OF 01N.T.S.
D3491131
U3
17.03.15S.D
S.D
STAT. SKID FRAME - PLAN SKID BASESTAT. SKID FRAME - PLAN SKID DECKSTAT. SKID FRAME - SECTIONS SHEET 1STAT. SKID FRAME - SECTIONS SHEET 2
B1P1R1
1131-122-D349-GAD-022-001
1131-122-D349-GAD-023-001
1131-122-D349-GAD-024-001
1131-122-D349-GAD-025-001STAT. SKID FRAME - GENERAL ARRANGEMENTSTAT. SKID FRAME - RIGGING - EAST PULL
1131-122-D349-GAD-021-001
1131-122-D349-GAD-035-001
APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.5. FRAME TO BE FULLY SHOP ASSEMBLED ONSHORE
WITH ALL HOLES SHOP DRILLED U.N.O.6. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE. 2 SETS OF NYLOC NUTS TO BE SUPPLIED FOR INSTALLATION& REMOVAL SEQUENCES.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
2. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-OS-O0-00-00001 TO BE BLAST & PRIME ONLY
3. EYE BOLT TO BE FITTED IN ORIENTATION SHOWN.2. ALL STEELWORK TO BE TYPE 'D'.
6. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-SS-O0-00-00012 SYSTEM 3 - TO BE BLAST & PRIME ONLY
5. GREASE (PLATFORM SUPPLY) TO BE LIBERALLY APPLIED TO TOP FLANGE OF SKID BEAMS PRIOR TO PULL
4. EYE BOLT TO BE BOLTED TO STATOR CASING 'SPANNER TIGHT' = 130Nm TORQUE
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR INSTALLATION RIGGING
ARRANGEMENT - NORTH PULL
1131
-122
-D34
9-G
AD
-034
-001
D349-XT0-SA-U3-00-00014
1131-122-D349-GAD-034-001
V-2131 VESSEL ACCESS PLTFM - GA & DETAILSGENERAL NOTES
B2B1F1
BRT1-XD1-SA-O0-77-00096-4
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
DESCRIPTIONQTY
4
3
2
1 OFF
1 OFF
1 OFF
NOTE: DRAWING TO BE READ IN CONJUNCTION WITH1131-122-D349-GAD-030-001. RIGGING ASSEMBLIES WILLNOT BE REQUIRED SIMULTANIOUSLY AND RIGGING QUANTITIESTO BE ADJUSTED ACCORDINGLY
NOTE: ITEMS 1 to 3 TO BE RE-USED FOR STATOR SOUTHPULL. REFER DRAWING No. 1131-122-GAD-030-001
6.0 Te W.L.L POLYESTER ENDLESS ROUND SLING - 40 DIAC/W PROTECTIVE SLEEVE - 2300 OVERALL LENGTH
6.3 Te W.L.L LEVER HOIST - KITO TYPE LB063 - WITH CHAINSUITABLE FOR 7.0M H.O.L (OR APPROVED EQUIVALENT)
6.7 Te W.L.L WELDED MASTER LINK - CROSBY TYPEA-344 - STOCK No. 1257082 (OR APPROVED EQUIVALENT
6.5 Te W.L.L BOLT TYPE ANCHOR SHACKLE - CROSBY TYPEG-2130 - STOCK No. 1019533 (OR APPROVED EQUIVALENT1 OFF1
ITEM
STATOR WEST PULL - RIGGING SCHEDULE
DESCRIPTIONQTY
NOTE: ITEMS 1 2 3 TO BE RE-USED FROM STATOR NORTHPULL. REFER DRAWING No. 1131-122-D349-GAD-034-001
6.0 Te W.L.L POLYESTER ENDLESS ROUND SLING40 DIA - 1000 CIRCUM. 500 E.W.L - TO BS EN 1492-21 OFF4
ITEM
STATOR EAST PULL - RIGGING SCHEDULE
SEE NOTE 7
EX. STAINLESS STEELNAME PLATE ADJACENTTO 35 DIA HOLE TO BEREMOVED PRIOR TOINSTALLATION OFTRUNNION ATTACHMENT
SEE NOTE 7
RIGGING DESIGN LOAD= 3.3Te PER POINT
TIMBER PACKERS & PLATE TO BEFITTED - FOR DETAILS REFER DRG.1131-122-D349-GAD-037-001
EAST PULLING FRAMEFOR DETAILS REFER DRG.1131-122-D349-GAD-031-001
'TRUNNION' BOLTEDATTACHMENT
R1
R1
R1RIGGINGASSEMBLY4
3
21
2 No. SETS OF RIGGING REQUIRED AS MARKED
STATOR REMOVAL RIGGING ARRANGEMENT - EAST PULL
B1
DIRECTION OFTEST PULLSEE NOTE 3
1 No. 33 DIA HOLE TO SUITM30 x 150 LG BOLT C/W NUTAND 2 PLAIN WASHERSFIT TO EX. 35 DIA HOLE IN STATOR
75 ACCESS HOLE
114.3 x6.3 CHS
P1
F12 OFF RQD.'TRUNNION' BOLTED ATTACHMENT DETAIL
EX. STATOR
15 PLTWASHER
50REF
25PLT 15
PLT
100O/A CHS
100
DIA
WA
SH
ER
=
=
=
=17
0 D
IATY
P
G.HE.M25.03.15
25.03.1524.03.15 G.HE.M
C101 OF 01N.T.S.
D3491131
U3
17.03.15S.D
S.D
STAT. SKID FRAME - PLAN SKID BASESTAT. SKID FRAME - PLAN SKID DECKSTAT. SKID FRAME - SECTIONS SHEET 1STAT. SKID FRAME - SECTIONS SHEET 2
P1B1F1R1
1131-122-D349-GAD-022-001
1131-122-D349-GAD-023-001
1131-122-D349-GAD-024-001
1131-122-D349-GAD-025-001
STAT. SKID FRAME - GENERAL ARR.STAT. EAST PULLING FRAME - GENERAL ARR.STAT. SKID FRAME - RIGGING - NORTH PULLSTAT. SKID FRAME - G.A. OF SKIDDING PACKERS
1131-122-D349-GAD-021-001
1131-122-D349-GAD-031-001
1131-122-D349-GAD-034-001
1131-122-D349-GAD-037-001
APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.5. FRAME TO BE FULLY SHOP ASSEMBLED ONSHORE
WITH ALL HOLES SHOP DRILLED U.N.O.6. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE. 2 SETS OF NYLOC NUTS TO BE SUPPLIED FOR INSTALLATION& REMOVAL SEQUENCES.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
2. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-OS-O0-00-00001 TO BE BLAST & PRIME ONLY
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
8. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-SS-O0-00-00012 SYSTEM 3 - TO BE BLAST & PRIME ONLY.
7. GREASE (PLATFORM SUPPLY) TO BE LIBERALLY APPLIED TO TOP FLANGE OF FRAME SKID BEAMS PRIOR TO PULL.
6. TRUNNION TO BE BOLTED TO STATOR CASING 'SPANNER TIGHT' = 160Nm TORQUE.
5. NDT TO BE CARRIED BEFORE AND AFTER SHOP LOAD TEST - 100% UT ON BUTT WELD.
4. S.W.L. TO BE STAMPED ON TRUNNION.
3. TRUNNION TO BE SHOP LOAD TESTED TO 2x S.W.L. (6.6 Te) IN DIRECTION OF PULL.
2. ALL STEELWORK TO BE TYPE 'D'.
1. FOR GENERAL NOTES & KEY PLAN REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR INSTALLATION RIGGING
ARRANGEMENT - EAST PULL
1131
-122
-D34
9-G
AD
-035
-001
D349-XT0-SA-U3-00-00015
1131-122-D349-GAD-035-001
V-2131 VESSEL ACCESS PLTFM - GA & DETAILSGENERAL NOTES
B2B1F1
BRT1-XD1-SA-O0-77-00096-4
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
10 THK FITTEDSTIFF TYP
10TYP
B14 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERS
90= =
6045
= =153 PLT
158
PLT
152x30 UC
150x75 PFC
TYP
5026TYP 4 LOCS
GAD
DETAIL
10PLT
10 THKSTIFF. PLT
B3
2 No. 18 DIA HOLES TO SUITM16 x 55 LG BOLT C/W NUTAND 2 PLAIN WASHERS
200
PLT
=
=
7(R
EF)
65 TYP
12(REF)
80 PLTTYP
10 TYP
TYP 12 LOCS152UC CLEATED CONNECTION DETAIL
10 RADTYP
P1F1
152x30 UCTYP
100x100x12 RSACLEAT TYP
=
=12
0 O
/AR
SA &
PLT
20 T
YP
NO
TCH
3535
25
7(REF)
65
10 THKBACKING PLT
10CLEAR
75NOTCH
100x50 PFC152x30 UC
2 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERS
SIM 9 LOCSPFC TO UC CONNECTION DETAIL
B190= =
50
75
4 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERS
10 THK PLT
SIM 20 LOCS
152x30 UCTYP
152 UC BASE/END PLT DETAIL
B1170 PLT
= =
180
PLT
=
=
=
=80
90= =
B1
10 THK PLT
SIM 8 LOCS152 UC BASE PLT DETAIL
152x30 UCTYP
4 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERS
170
PLT
=
=
180 PLT= =
= =80
90=
=
TYP 6 LOCS6.5T PADEYE DETAIL
4 TYPzLOAD TESTDIRECTIONSIM 4 LOCSSEE NOTE 4
LOAD TESTDIRECTIONSIM 2 LOCSSEE NOTE 4
20 THKPLT
70 DIA, 5THKCHEEK PLTNS / FS
PADEYE FIT.ON OF UC
45 RAD
152x30 UC150 PLT
= =
75
20 TYP
28 HOLE LINEBORED AFTERASSEMBLY OFCHEEK PLTS.
W.P.
SIM 2 LOCSAS 45 BRACEDETAILS U.N.O.
4025
GAD
DETAIL
1030
30
245 PLT
105
4512
5 P
LT
85
35
W.P.
SIM 2 LOCSAS 45 BRACEDETAILS U.N.O.
3025
GAD
DETAIL
200
PLT
55
45
UC
3(REF)
198 PLT
3010 30
117
55
W.P.
SIM 2 LOCSAS 45 BRACEDETAILS U.N.O.
2024
GAD
DETAIL
230 PLT12
5 P
LT
105
3010
30
45
95
40
W.P.
SIM 2 LOCSAS 45 BRACEDETAILS U.N.O.
1024
GAD
DETAIL
45
200
PLT
10 30 30
UC
3(REF)
193 PLT
4511
0
50
W.P.
45
12 THK PLTWELDED ON UC
80x80 RSA
B22 No. 22 DIA HOLES TO SUITM20 x 55 LG BOLT C/W NUTAND 2 PLAIN WASHERS
152x30 UC
45 DEG. BRACE DETAIL TO 152UC FLANGESIM 28 LOCS
230 PLT
120
PLT 30
1030
110
120
AS ABOVE U.N.O. - TYP 6 LOCS152UC BACK-TO-BACK CLEATED CONNECTION DETAIL
F1
152x30 UCTYP
100x100x12 RSACLEAT TYP
W.P.
139x63x10 THKFITED STIFF. TYP
FLANGE CUT BACKFOR CLARITY
45 DEG. BRACE DETAIL TO 152UC WEBAS 45 DEG BRACE TO 152UC FLANGE DETAIL U.N.O. - SIM 6 LOCS
230
PLT
UC3
(REF)193 PLT
10 30 30
45
4710
TH
KS
TIFF
. TY
P
120
10TYP
27.02.15M.F
4. VERTICAL LOAD TEST FOR GAD-024-F8, HORIZONTAL LOAD TEST FOR GAD-023-F4 AND GAD-023-F9 & F11.
C101 OF 011:5
D3491131
U3
27.02.15E.M19.02.15S.D
M.FE.MS.D27.02.15APPROVED FOR CONSTRUCTIONC1
BRITANNIA
3. ALL LOAD TESTING TO BE COMPLETED ONSHORE WITH WELD NDE CONDUCTED BEFORE AND AFTER TESTING.
2. PADEYE TO BE STAMPED WITH 6.5Te SWL AND LOAD TESTED TO 13Te. LOAD TEST OF PADEYE TO BE CARRIED OUT INDEPENDENTLY OF FRAME.
1. FOR GENERAL NOTES REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR REMOVAL / INSTALLATION SKID
FRAME - DETAILS SHEET 1
1131
-122
-D34
9-D
TL-
002-
001
D349-XT0-SD-U3-00-00001
1131-122-D349-DTL-002-001
B3B2B1P1F1
1131-122-D349-GAD-026-001
1131-122-D349-GAD-025-001
1131-122-D349-GAD-024-001
1131-122-D349-GAD-023-001
STAT. SKID FRAME - SECTIONS SHEET 3STAT. SKID FRAME - SECTIONS SHEET 2STAT. SKID FRAME - SECTIONS SHEET 1STAT. SKID FRAME - PLAN SKID TOP
STAT. SKID FRAME - GENERAL ARRANGEMENTSTAT. SKID FRAME - PLAN SKID BASE
1131-122-D349-GAD-021-001
1131-122-D349-GAD-022-001
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
7026
GAD
DETAIL
10 THK PLT
225x150 PLT
10 PLT
150
PLT
10 PLT
7 225 PLT
4 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERS
10 RAD
B1
20 TYPNOTCH
60 30
75N
OTC
H10 PLT6 No. 18 DIA HOLES TO SUIT
M16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERS
B1
440 PLT
150
PLT
=
=
170
PLT
=
=
=
=90
TY
P
80= =
55
11= =
158(REF)
249 PLT 12PLT
150x75 PFC
= =150 PLT
TYP
90= =
1 OFF - 10 THK PLT2 OFF - 5 THK PLT2 OFF - 3 THK PLT2 OFF - 2 THK PLT
WIRED TOGETHER FOR TRANSPORTATION
ALL 10 THK NOM SHIM PACKSCONSISTING OF
P33 OFF RQD
P211 OFF RQDP13 OFF RQD
6 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERS
B1
410 PLT
80= =
55
90 T
YP
= =
=
=17
0 P
LT
= =
150
PLT
10PLT
221 PLT= =
158(REF)
11
6(REF)
152UC CLEATED CONNECTION DETAIL6 OFF AS DRAWN - 4 OFF SIM BACK-TO-BACK
15 RAD
F11
152x30 UCTYP
100x100x10 RSACLEAT TYP
3(REF)
75NOTCH
10
120
RS
A20
TY
PN
OTC
H
W.P. W.P.
2 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERS(TYP 2 LOCS)
1 LOC AS DRAWN - SIM 2 LOCS125X65 PFC TO UC CONNECTION DETAIL
B1125x65 PFCTYP
152x30 UC
90= =
5TYP
45TYP
4 No. 18 DIA HOLES TO SUITM16 x 65 LG BOLT C/W NUTAND 2 PLAIN WASHERS
B390
= =
= = 80
TYP 4 LOCS
152x30 UCTYP
152UC SPLICE DETAIL
TYP
20 PLTTYP
SPLICE
3 OFF STATOR SKID AS DRAWN3 OFF ACCOM. SKID AS NOTED
F52
F53
ADJUSTIBLE PROP DETAIL
B2
EX. SKID BEAM
150x75 PFC
2 No. 18 DIA HOLES TO SUITM16 x 50 LG BOLT C/W NYLOCNUT AND 2 PLAIN WASHERSSITE DRILL UB & PFC
6045
90= =
150 PLT= =
(RE
F)20
8296
(RE
F) 7
96 A
CC
OM
. SKI
D (R
EF)
TYP
254x
146x
31 U
B
150 PLT= =
90= =
236
736
AC
CO
M. S
KID
60 S
HO
PPR
ESET
10 P
LTTY
P
4 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERS
B190
= =
6045
4026
GAD
DETAIL
10 THK PLT
TYP
45
80 PLT= =57
SH
OP
PR
ES
ET
12 PLT
120
PLT
85 PLT 75(REF)
10PLT
10
10 TYP
10PLT
5024
GAD
DETAIL
254x150 PLT
152x30 UCTYP
10 THK PLT
254 PLT 7
10 PLT
200
PLT
10 PLT
6024TYP 3 LOCS
GAD
DETAIL
FLANGE CUTBACK FORCLARITY
152x30 UCTYP
150 PLT= =
90= =
7(R
EF)
W.P.W.P.
45 2 No. 22 DIA HOLES TO SUITM20 x 55 LG BOLT C/W NUTAND 2 PLAIN WASHERS(TYP 2 LOCS)
B2
152x30 UC 12 THK PLTWELDED ON UC
80x80 RSATYP
1025
GAD
DETAIL
400 PLT= =
3010
30 120
PLT
W.P.
2 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERS
SIM 8 LOCS
100x50 PFC
100x50 PFC TO 152 UCBRACE CONNECTION DETAIL
B1
152x30 UC
90= =
75
50
2 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERS
A0221 AS DRN.
1 OPP HAND GAD
SECTION
B1
150x75 PFC
152x30 UC
10 THKPLT
10 THKSTIFF.
143PLT
3(REF)
10CLEAR.
30
6045
27.02.15M.F
C101 OF 011:5
D3491131
U3
27.02.15E.M18.02.15S.D
M.FE.MS.D27.02.15APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.
5. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
2. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-OS-O0-00-00001
1. FOR GENERAL NOTES REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR REMOVAL / INSTALLATION SKID
FRAME - DETAILS SHEET 2
1131
-122
-D34
9-D
TL-
003-
001
D349-XT0-SD-U3-00-00002
1131-122-D349-DTL-003-001
GENERAL NOTES
B3B2B1
BRT0-XT0-SD-O0-00-00001-11131-122-D349-GAD-026-001
1131-122-D349-GAD-025-001
1131-122-D349-GAD-024-001
1131-122-D349-GAD-023-001
STAT. SKID FRAME - SECTIONS SHEET 3STAT. SKID FRAME - SECTIONS SHEET 2STAT. SKID FRAME - SECTIONS SHEET 1STAT. SKID FRAME - PLAN SKID DECK
STAT. SKID FRAME - GENERAL ARRANGEMENTSTAT. SKID FRAME - PLAN SKID BASE
1131-122-D349-GAD-021-001
1131-122-D349-GAD-022-001
32
SCALE 1:2
ADJUSTABLE FOOTASSEMBLY DETAIL
22 DIA HOLESHOP DRILLED
M20 NUT
M20 WASHER3zM20 NUT
M20 ALL THREADEDSTUD x 110 LONG
M20 DRILL& TAP
3
5
152x30 UC
= =150 PLT
90= = 10
TYP
15 PLT
TYP 20 LOCSADJUSTABLE FOOT DETAIL
10 PLTTYP
90= =
= =80 PLT50
SH
OP
PRES
ET15
8(R
EF)
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
KEY PLAN
E
D
C
B
A
531 4321
THISDRAWING
TOTAL WEIGHT OF STEELWORK ON THIS DRAWING:- 15.36 KG
F21 LOC AS DRAWN - AS F1 U.N.OACCOM. SKID NORTH PROP DETAIL
ACCOMODATIONSKID BEAM
254x
146x
31 U
B
796
(RE
F)
529
(RE
F)
736
60 S
HO
PPR
ESET
15 RAD B24 No. 18 DIA HOLES TO SUITM16 x 50 LG BOLT C/W NYLOCNUT AND 2 PLAIN WASHERS
120 PLT 20 TYPNOTCH
60 30
75N
OTC
H10 PLT
B16 No. 18 DIA HOLES TO SUITM16 x 55 LG BOLT C/W NYLOCNUT AND 2 PLAIN WASHERS
440 PLT
TYP
150
PLT
=
=
170
PLT
=
=
=
=90
80= =
55
NOTE: 10 RAD TOPLT. CORNERS
150x75 PFC
= =150 PLT
TYP
90= =
1 OFF - 10 THK PLT2 OFF - 5 THK PLT2 OFF - 3 THK PLT2 OFF - 2 THK PLT
WIRED TOGETHER FOR TRANSPORTATION
ALL 10 THK NOM SHIM PACKSCONSISTING OF
P33 OFF RQD
P211 OFF RQDP13 OFF RQD
152 UC BASE PLT DETAILSIM 3 LOCS
UC
6(REF)
152UC CLEATED CONNECTION DETAIL6 OFF AS DRAWN - 4 OFF SIM BACK-TO-BACK
15 RAD
F11
152x30 UCTYP
100x100x10 RSACLEAT TYP
3(REF)
75NOTCH
10
120
RS
A20
TY
PN
OTC
H
M20 NUT
M20 WASHER
22 DIA HOLESHOP DRILLED
3z
M20 NUT
M20 ALL THREADEDSTUD x 110 LONG
SCALE 1:2
ADJUSTABLE PROPASSEMBLY DETAIL
3
M20 DRILL& TAP
B54 No. 18 DIA HOLES TO SUITM16 x 75 LG BOLT C/W NYLOCNUT AND 2 PLAIN WASHERSSITE DRILL UB & PFC
90= =
= = 80
TYP 4 LOCS
152x30 UCTYP
152UC SPLICE DETAIL
TYP
20 PLTTYP
SPLICE
2 LOCS AS DRAWNF1STATOR SKID SOUTH/CENTRE PROP DETAIL
B1
STATORSKID BEAM
150x75 PFC
4 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERSSITE MATCH MARK & DRILL UB
6045
29(R
EF)
90= =
236
60 S
HO
PPR
ESET
296
(RE
F)
150 PLT= =
TYP
254x
146x
31 U
B
150 PLT= =
90= =
10 P
LTTY
P
B14 No. 18 DIA HOLES TO SUITM16 x 55 LG BOLT C/W NYLOCNUT AND 2 PLAIN WASHERS
90= =
6045
6026
GAD
DETAIL
10 THK PLT
TYP
45
80 PLT= =57
SH
OP
PR
ES
ET
12 PLT
120
PLT
85 PLT 75(REF)
10PLT
10
10 TYP
10PLT
5024
GAD
DETAIL
152x30 UCTYP
10 THK PLT
11= =
158(REF)
249 PLT 12PLT
7
10 PLT
200
PLT
10 PLT
4024SIM 3 LOCS
GAD
DETAIL
FLANGE OMITTEDFOR CLARITY
152x30 UCTYP
150 PLT= =
90= =
7(R
EF)
ACCOMODATIONSKID BEAM
F22 LOCS AS DRAWN - AS F1 U.N.O
254x
146x
31 U
B
ACCOM. SKID SOUTH/CENTRE PROP DETAIL
796
(RE
F)
736
60 S
HO
PPR
ESET
529
(RE
F)
B14 No. 18 DIA HOLES TO SUITM16 x 45 LG BOLT C/W NUTAND 2 PLAIN WASHERSSITE MATCH MARK & DRILL UB
= =150 PLT
90= =
=
=80
F11 OFF AS DRAWN
254x
146x
31 U
B
STATOR SKID NORTH PROP DETAIL
152x30 UC
STATORSKID BEAM
152x30 UC
TYP
150 PLT= =
236
60 S
HO
PPR
ESET
296
(RE
F)
90= =
126(REF)
10PLT
10 P
LTTY
P
29(R
EF)
27.02.15M.F
C101 OF 011:5
D3491131
U3
27.02.15E.M18.02.15S.D
M.FE.MS.D27.02.15APPROVED FOR CONSTRUCTIONC1
BRITANNIA
6. DIMENSIONS DENOTED WITH * HAVE BEEN TAKEN FROM CORRIDOR SURVEY DATA.
5. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNO.
4. ALL BOLTS C/W NYLOC NUT & 2 WASHERS TO BS3692 GR 8.8 HOT DIP GALVANISED & CENTRIFUGED. FABRICATOR TO INCREASE QUANTITY BY A MINIMUM OF 10% TO COVER SPARE.
3. ALL ITEMS SHIPPED LOOSE TO BE BAGGED, TAGGED & PIECE MARKED WITH ITEM No. & PREFIXED WITH AMEC DRG. NO.
2. ALL NEW STEELWORK TO BE PREPARED & COATED IN ACCORDANCE WITH BOL SPEC. No. BRT1-XT0-OS-O0-00-00001
1. FOR GENERAL NOTES REFER TO DRG No. 1131-122-D349-GAD-021-001
NOTES:
BRITANNIA PLATFORMSTATOR REMOVAL / INSTALLATION SKID
FRAME - DETAILS SHEET 3
1131
-122
-D34
9-D
TL-
004-
001
D349-XT0-SD-U3-00-00003
1131-122-D349-DTL-004-001
GENERAL NOTES
F2B1F1
BRT0-XT0-SD-O0-00-00001-1STAT. SKID FRAME - GENERAL ARRANGEMENTSTAT. SKID FRAME - PLAN SKID BASE
1131-122-D349-GAD-021-001
1131-122-D349-GAD-022-001
DR
AW
ING
NU
MB
ER
:
THIS IS A C.A.D. PRODUCED DRAWING ANDMUST NOT BE MODIFIED MANUALLY.
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9
LOOSE ITEM MARK TABLE
DRG No. REV. DRAWING TITLE
REFERENCE DRAWINGS
REV. DESCRIPTION OF REVISION DATEDRAWN
BYCHKD
BYENG'D
BYAPP'D
BY
TITLE:
PLANT: Cop DRG No:
BOL No:LOCATION:
CONTRACT No.: UNIT No.:
CLIENT:
SCALE: DRAWING NUMBER: SHEET REV.
DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:
