ewi-dfch-pp-00020 guideline to provide fire proofing on
TRANSCRIPT
EWI-DFCH-PP-00020_Guideline to provide fire proofing on
supports.xlsC : Circulation, A : Action, I : Information, Co :
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1) Flowchart to select Support requiring Fire Proofing (FP)
2) Fire proofing requirement to be defined by providing suffix “FP” in support tag.
For eg. 24 type support shall be defined as “24-D-A/B-H-L-M-M1-LOC-FP”
Note:
1. For "Fire Scenario Envelope" refer "Passive Fire Proofing Layout" available at below path,
O:\DFCH\02 Delivery\16 TS\00 Deliverables\13. Passive Fire Proofing Layout - Process Area
MEC CEC
TITLE: Guideline to provide Fire Proofing on Piping Supports
PROJECT NAME: EPCC 07 Package – Dual Feed Cracker Block for Rajasthan Refinery Project (RRP) of M/s HRRL,
BARMER, RAJASTHAN, INDIA
Rev : 00 JOB INSTRUCTION FOR PIPING
VEC
Yes
No
PROVIDE FP
• 6” & Below: Important Hydrocarbon lines such as Relief lines, Blowdown lines, Pump Suction Lines
• 8” & above: All Hydrocarbon Lines
Support located up to 12.2 m height, within “Fire Scenario Envelopes”(1)
Pipe supports used to take Vertical Load (Resting type)
Vertical distance between Bottom of Pipe & Top of Steel/Pedestal/foundation, is more than 460mm
Support Tag included in attachment-1
Yes
Yes
PIPE SIZE "B"
6 WEEP HOLE
PIPE SIZE "B"
STL-4-225-300-F
FOR PIPE / TRUNNION SIZE 8", HEIGHT =225 , PLATE DIMENSION Q=300 ;
1. DIMENSIONS " Q", BOLT HOLE DIA, AND HOLE DISTANCE FOR SPACER
PLATE SHALL BE AS PER BASE PLATE OF SPRING ASSEMBLY.
2. FOR INSERT/BASE PLATE DETAILS, REFER SUPPORT DRAWING 'BPL2'.
3. PIPE SIZE "B" SHALL BE REPRESENTED FOR MEMBER SIZE "M" IN SUPPORT TAG.
4. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE SELECTED BASED ON
"INSTL STR S1-S9".
5. DUMMY PIPE "B" MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE WITH
TABLE "SUPPORT MATERIAL - TRUNNION, RPAD AND STOP PAD"
SUPPORT INDICATION :
MEMBER SIZE SHALL BE SELECTED SUCH THAT REQUIRED SPACE FOR
SPACER PLATE SPACER PLATE
BOLTING IS AVAILABLE.
6. DIMENSION "H" SHALL BE ADJUSTED AT SITE BASED ON ACTUAL SPRING
ASSEMBLY HEIGHT/AVAILABLE SPACE.
STOOL / DUMMY SUPPORT
CONTRACTOR :
B224
58 of 179
Text Box
1. Fire Proofing extent is highlighted with yellow color on sample basis. Same is applicable for all types in each support.
20032930
Text Box
2. Do not provide fire proofing on structural member surface on which pipe/primary support is resting/sliding.
20032930
Text Box
3. Fire proofing requirement to be defined by providing suffix “FP” in support tag. For eg. 24 type support shall be defined as “24-D-A/B-H-L-M-M1-LOC-FP”
20167916
20032930
2. DIMENSION 'H' SHALL BE 1000MM MAXIMUM. HOWEVER, 'H' CAN
1. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9"
BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION
6. FOR HOT INSULATION / BARE LINES MINIMUM LENGTH (UNLESS
MENTIONED BY DESIGNER) SHALL BE AS FOLLOWS.
UPTO 125mm
INSULATION THICKNESS
STRESS ENGINEER.
DRAWING "BPL-MEMBER".
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS. REFER
SUPPORT DRAWING "RAPD-D-L" FOR DETAIL.
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. DUMMY PIPE MATERIAL AND THICKNESS SHALL BE IN
ACCORDANCE WITH "SUPPORT MATERIAL FOR TRUNION, RPAD
& STOP PAD".
9. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
10. TRUNION LENGTH HAS BEEN CONSIDERED FROM THE BACK OF
PIPE. FABRICATOR TO CONSIDER ADDITIONAL REQUIRED LENGTH
FOR ELBOW PROFILE.
CONTRACTOR :
B224
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PLATE
12THK.
100
250
300
170
200
230
270
320
370
420
430
450
480
530
TRUNION
1. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H" CAN
BE INCREASED TO MAXIMUM 2000mm, AFTER CONSULTATION
WITH STRESS ENGINEER.
REFER SUPPORT DRAWING "BPL2".
TO "P" DIMENSION.
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
5. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9".
6. TRUNION SIZE "B" REFERS TO MEMBER SIZE "M".
7. USE ONLY WHEN RECOMMENDED BY STRESS ENGINEER.
8. DUMMY PIPE MATERIAL AND THICKNESS SHALL BE IN
ACCORDANCE WITH "SUPPORT MATERIAL FOR TRUNION, RPAD
& STOP PAD".
INSERT PLATE (NOTE-2)
CONTRACTOR :
B224
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100
250
300
170
200
230
270
320
370
420
430
450
480
530
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
TV6-3-700-P2-F/P/S
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
FOR LINE SIZE 3" & H=700
1. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H" CAN
BE INCREASED TO MAXIMUM 2000mm, AFTER CONSULTATION
WITH STRESS ENGINEER.
REFER SUPPORT DRAWING "BPL1/BPL2".
TO "P" DIMENSION.
5. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9".
6. TRUNION SIZE "B" REFERS TO MEMBER SIZE "M".
7. DUMMY PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
(NOTE-2)
CONTRACTOR :
B224
HPCL Rajasthan Refinery Limited
L&T Hydrocarbon Engineering
VIEW B-B STIFFENER PLATE
TRUNION
ON ISOMETRIC)
( N
1. FOR HOT INSULATION / BARE LINES MINIMUM LENGTH (UNLESS
MENTIONED BY DESIGNER) SHALL BE AS FOLLOWS.
UPTO 125mm
INSULATION THICKNESS
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H"
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTING STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
6. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER A/B OR CONSULT STRESS ENGINEER.
9. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
10. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
BPL2 (NOTE-4)
BY CIVIL
7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10/T20" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND DETAIL SHALL
PROVIDED ON ISOMETRICS.
CONTRACTOR :
B224
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WELD ON THREE SIDES
(CORNERS ROUNDED)
1. FOR HOT INSULATION / BARE LINES MINIMUM LENGTH (UNLESS
MENTIONED BY DESIGNER) SHALL BE AS FOLLOWS.
UPTO 125mm
INSULATION THICKNESS
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H"
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTING STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
6. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER A/B OR CONSULT STRESS ENGINEER.
9. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
10. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
BPL2 (NOTE-4)
BY CIVIL
VIEW B-B
BASE PLATE
SPACER PLATE
7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10/T20" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND DETAIL SHALL
PROVIDED ON ISOMETRICS.
CONTRACTOR :
B224
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LINE SIZE "D"
(NOTE-10)
TV10-D-A-H-M-F
H
WELD ON THREE SIDES
( N
1. FOR HOT INSULATION / BARE LINES MINIMUM LENGTH (UNLESS
MENTIONED BY DESIGNER) SHALL BE AS FOLLOWS.
UPTO 125mm
INSULATION THICKNESS
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H"
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTATION WITH STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
7. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER OR CONSULT STRESS ENGINEER.
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
9. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
INSERT PLATE (NOTE-4)
6. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10/T20" MEMBER. FOR HIGHER
LOAD, ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
" F" TO BE SUITABLY MODIFIED (IF REQUIRED) AND DETAIL SHALL
BE PROVIDED ON ISOMETRICS.
CONTRACTOR :
B224
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(NOTE-3)
SIZE
450
120
140
180
220
250
250
300
300
370
400
450
290
310
350
390
390
420
470
470
540
570
620
TEFLON/
(NOTE-7)
( N
T
6
10
16
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
1. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H" CAN
BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER CONSULTING
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
STRESS ENGINEER.
3. FOR INSULATED LINES, INSULATION THICKNESS SHALL BE ADDED
TO "P" DIMENSION.
4. THIS SUPPORT SHALL BE GIVEN IN CONSULTATION WITH STRESS
ENGINEER.
6. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9".
7. TRUNION SIZE "B" REFERS TO MEMBER SIZE"M".
8. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
9. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
( T
INSERT PLATE (NOTE-2)
TV12-D-H-M-F/P/S 1
CONTRACTOR :
B224
G (NOTE-10)
ON FOUNDATION
RPAD
(NOTE-7)
"T" THK
"T" THK
TRUNION
T
6
10
16
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
1. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H" CAN
BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER CONSULTING
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
STRESS ENGINEER.
3. FOR INSULATED LINES, INSULATION THICKNESS SHALL BE ADDED
TO "P" DIMENSION.
4. THIS SUPPORT SHALL BE GIVEN IN CONSULTATION WITH STRESS ENGINEER.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
6. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9".
7. TRUNION SIZE "B" REFERS TO MEMBER SIZE"M".
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
(TYP.)
INSERT PLATE (NOTE-2)
TV13-D-H-M-F/P/S 1
CONTRACTOR :
B224
HPCL Rajasthan Refinery Limited
L&T Hydrocarbon Engineering
HPCL Rajasthan Refinery Limited
L&T Hydrocarbon Engineering
HPCL Rajasthan Refinery Limited
L&T Hydrocarbon Engineering
H25H20C25C20
L<500 500<L<1000 1000<L<1500 1500<L<2000
MEMBER "M"
2. THIS SUPPORT SHALL BE PROVIDED IN COMBINATION WITH OTHER
3. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
4. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
SELECTED BASED ON "INSTL-STR-S1-S9".
CHECKED WITH CIVIL STRUCTURE DRAWING.
AVAILABLE. (REFER ARRANGEMENT SHOWN)
STRUCTURE AND TYPE-A
CONTRACTOR :
B224
89 of 179
ON FOUNDATIONON PAVING
(ONLY FOR INSULATED LINE)
(ALSO REFER DETAIL `X' / 'Y') (ALSO REFER DETAIL `X' / 'Y')
LINE SIZE "D"
(NOTE-7)
( N
NPS "D"
LINE SIZE
6 6
TOS TOS
3. VALUE FOR "H" AND "L" SHALL BE CALCULATED AS FOLLOWS
L= PIPE OD + (2x50) + WIDTH OF MEMBER
1. THIS SUPPORT SHALL BE GIVEN IN CONSULTATION WITH STRESS
PIPE/SHOE AS SHOWN.
2. 'G' REPRESENTS GAP TO BE MAINTAINED ON UPPER SIDE OF
ENGINEER.
HEIGHT (WHERE SPECIFIED)
4. FOR HIGHER LOADS, HIGHER MEMBER SIZES CAN BE USED.
"BPL2".
SELECTED BASED ON"INSTL-STR-S1-S9".
7. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
INSTALLATION DETAIL TO BE PROVIDED AS PER "INSTL-STR"
TYPE SUPPORT. SUPPORT TAG SHALL BE SELECTED AS PER
AND WILL BE DENOTED BY ITS EXACT VALUE.
5. FOR INSERT PLATE DETAILS, REFER SUPPORT DRAWING
INSTL TYPE.
ANNEXURE-1: L-TYPE SUPPORT (TYPE-25 & 26).
H=168 + 5 = 173 , TYPE A
FOR LINE SIZE 6", L=350MM AND
YS-6-A-173-350-A10-05-F/P/S
NOTES:
CONTRACTOR :
B224
90 of 179
ON FOUNDATIONON PAVING
TOS
2. VALUE FOR "H" AND "L" SHALL BE CALCULATED AS FOLLOWS:
3. FOR INSERT PLATE DETAILS, REFER SUPPORT DRAWING
4. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9"
L= (PIPE OD) + (2 X G2)
INSTALLATION DETAIL TO BE PROVIDED AS PER "INSTL-STR" TYPE
1. THIS SUPPORT SHALL BE GIVEN IN CONSULTATION WITH STRESS
ENGINEER.
AND WILL BE DENOTED BY ITS EXACT VALUE.
FOR LINE SIZE 6", H=168 + 5 = 173, L=168 + (2 X10) = 188MM
YSG-6-173-188-A10-F/P/S
SUPPORT. SUPPORT TAG SHALL BE SELECTED AS PER INSTL TYPE.
TRUNNION HEIGHT (WHERE SPECIFIED)
"BPL2".
5. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
6. FOR LOAD CARRYING CAPACITY, REFER
ANNEXURE-1: L-TYPE SUPPORT (TYPE-25 & 26).
(NOTE-7)
NOTES:
8. FOR HIGHER LOAD. HIGHER MEMBER SIZES CAN BE USED.
26 660
28 711
30 762
32 813
34 864
36 914
CONTRACTOR :
B224
91 of 179
EXISTING STRUCTURE
4. ORIENTATION OF THIS SUPPORT SHALL BE TOWARDS THE LEFT
CONTRACTOR, FOR DETAILS OF LUG/BOLT-NUT, REFER
1. FOR BASE / INSERT PLATE DETAILS, REFER SUPPORT DRAWING
PROVIDED AT 45°.
2. MEMBER "M" OR "A7" WHICHEVER IS SMALLER, SHALL BE
"BPL2".
3. WHEN L=O ONLY VERTICAL MEMBER TO BE PROVIDED.
5. U-BOLT TO BE SPECIFIED AS A SEPARATE SUPPORT. U-BOLT
SIDE OF PIPE - LOOKING IN THE DIRECTION OF FLOW.
HOLES SHALL BE FIELD ADJUSTED.
6. SUPPORT CLIP BY EQUIPMENT VENDOR. BOLT/NUT BY
7. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR
8. HIGHER MEMBER TO BE USED FOR HIGHER LOADS, WHEN
(S1-S9) TYPE SUPPORT.
SPECIFIED BY DESIGNER.
FOR EQUIVALENT LINE SIZE 4", H=800 & L=600
21-4-E-800-600-A10-P/S/C
NOTES:
21-D-A/B/C/D/E/F-H-L-M-LOC 1
21-D-F-H-0-M-P/S (H ≤ 2000) (NOTE-9)
9. MEMBER SIZE SHALL BE SELECTED AS PER CRITERIA GIVEN BELOW.
H≤1000 : C10
1000<H≤2000 : C15
10. HOLES TO BE DRILLED AT FIELD TO SUIT MANIFOLD ELEVATION.
INTER DISTANCE AND NUMBER OF HOLES TO BE ADJUSTED
(NOTE-10)
BASED ON MANIFOLD DIMENSION. "d" IS THE SIZE OF MANIFOLD
FIXING STUD/BOLT.
SUPPORT LGP-TYPE-M.
(BY CIVIL)
CONTRACTOR :
01 B224-EPCC07-LT-125-PP-SP-0006
EPCC 07 PACKAGE - DUAL FEED CRACKER BLOCK FOR RAJASTHAN REFINERY PROJECT (RRP) OF M/S HRRL, BARMER, RAJASTHAN, INDIA
B224
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L<500
A10
C15
C15
C20
4. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
"BPL1". TO BE SPECIFIED SEPERATELY.
1. FOR 500<L<750, USE NEXT HIGHER MEMBER, HOWEVER LOAD
2. WHEN L=Omm, ONLY VERTICAL MEMBER TO BE PROVIDED.
CARRYING CAPACITY SHALL BE AS PER LINE SIZE "D"
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR
(S1-S9) TYPE SUPPORT.
7. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
FOR EQUIVALENT LINE SIZE 4", H=600, L=500 & TYPE-A
22-4-A-600-500-A10
NOTES:
6. SUPPORT CLIP BY EQUIPMENT VENDOR. BOLT/NUT BY
SUPPORT LGP-TYPE-M.
3. HIGHER MEMBER TO BE USED FOR HIGHER LOADS, WHEN
SPECIFIED BY DESIGNER.
CONTRACTOR :
B224
93 of 179
500 L 1000
SUPPORT PLACED
1. FOR BASE/INSERT PLATE DETAILS, REFER SUPPORT DRAWING
"BPL2".
4. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR
(S1-S9) TYPE SUPPORT.
FOR EQUIVALENT LINE SIZE 2", H=700 & L=400,TYPE-A.
23-2-A-700-400-A7-P/S/C
NOTES:
(NOTE-5)
2. SUPPORT CLIP BY EQUIPMENT VENDOR. BOLT/NUT BY
SUPPORT LGP-TYPE-M.
CONTRACTOR :
B224
94 of 179
(NOTE-1,3,5)
T.O.S.
(NOTE-1)
(NOTE-7)
1. FOR BASE/INSERT PLATE DETAILS, REFER SUPPORT DRAWING
INSTALLATION DEATIL TO BE PROVIDED AS PER INSTL-STR
"BPL2".
3. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
4. FOR HIGHER LOADING CAPACITY, HIGHER MEMBER SIZE "M"
SHALL BE SELECTED ACCORDINGLY.
6. PIPE SIZE "B" SHALL BE REPRESENTED FOR MEMBER SIZE "M"
IN SUPPORT TAG.
TYPE SUPPORT
FOR EQUIVALENT LINE SIZE 8", H=1500, L=800 & TYPE-A
24-8-A-1500-800-P6-C15-F/P/S. 6
EQUIVALENT LINE
MEMBER 'M'
FOR EQUIVALENT LINE SIZE 20", H=2000, L=1000 & TYPE-B
24-20-B-2000-1000-H25-F/P/S
CONTRACTOR :
B224
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6
6
6
EQUIVALENT LINE SIZE "D" EQUIVALENT LINE SIZE "D" EQUIVALENT LINE SIZE "D"
"M"
MEMBER
"M"
MEMBER
FOR BC SECTION
(NOTE-5)
3. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
1. FOR BASE/INSERT PLATE DETAILS REFER SUPPORT DRAWING
"BPL2".
TYPE SUPPORT.
5. WHEN STRAP SUPPORT IS SPECIFIED, MEMBER H15/H20/H25/H30
FOR EQUIVALENT LINE SIZE 8", H=1500 & L=800
25-8-1500-800-C15-F/P/S
NOTES:
6. WEEP HOLE SHALL BE SEALED WITH MASTIC AFTER INSTALLATION.
NOTE-6
CONTRACTOR :
B224
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3. WHEN STRAP SUPPORT IS SPECIFIED, MEMBER H15/H20/H25/H30
1. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
TYPE SUPPORT.
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR (S1-S9)
CAN BE USED INSTEAD OF BC15/BC20 SECTIONS.
FOR EQUIVALENT LINE SIZE 8", H=1000 & L=800
26-8-1000-800-C15
NOTES:
4. WEEP HOLE SHALL BE SEALED WITH MASTIC AFTER INSTALLATION.
FOR BC SECTION
CONTRACTOR :
B224
97 of 179
"BPL2".
2 .IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
4. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
CAN BE USED INSTEAD OF BC15/BC20 SECTIONS.
(S1-S9) TYPE SUPPORT.
5. WHEN STRAP SUPPORT IS SPECIFIED, MEMBER H15/H20/H25/H30
FOR EQUIVALENT LINE SIZE 8", H=1000, L=800 & TYPE "A".
27-8-A-1000-800-C15-F/P/S
NOTE-2
NOTES:
3. WEEP HOLE SHALL BE SEALED WITH MASTIC AFTER INSTALLATION.
FOR BC SECTION
CONTRACTOR :
B224
98 of 179
BPL1
NOTE-3
6 6
4. IF INSERT PLATE IS NOT AVAILABLE, BASE PLATE SHALL BE
1. FOR BASE PLATE DETAILS,REFER SUPPORT DWG. "BPL1"
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR
2. GUIDE & LINESTOP CAN BE PROVIDED,IF SPECIFIED.
USED. FOR DETAIL REFER SUPPORT DRAWING "BPL1". SAME
TO BE SPECIFIED SEPARATELY. ALONG WITH ANCHOR BOLT.
5. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
6. WHEN STRAP SUPPORT IS SPECIFIED, MEMBER H15/H20/H25/H30
TO BE USED INSTEAD OF BC15/BC20 SECTIONS.
3. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
(S1-S9) TYPE SUPPORT.
FOR EQUIVALENT LINE SIZE 8", H=1500, L=800 & TYPE-A
28-8-A-1500-800-0-C15
NOTES:
8. FOR TYPE A & F, L1 SHALL BE O (ZERO).
500(MAX.) 500(MAX.)
250Kg MAX.
CONTRACTOR :
B224
99 of 179
(NOTE-3)
29-D-B-L-M
C10
C10
3. IF INSERT PLATE IS NOT AVAILABLE, BASE PLATE SHALL BE
1. RIB PLATE SHALL BE APPLIED ONLY TO ANGLES.
2. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR (S1-S9)
USED. FOR DETAIL REFER SUPPORT DRAWING "BPL1". SAME TO
4. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
TYPE SUPPORT.
29-8-B-1500-C15
NOTES:
CONTRACTOR :
B224
8 C20C15
3. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
1. THIS SUPPORT SHALL BE TAKEN STRICKLY FROM COLUMN.
2. IF INSERT PLATE IN NOT AVAILABLE, BASE PLATE SHALL BE USED.
FOR DETAIL REFER SUPPORT DRAWING "BPL1". SAME TO BE
TYPE SUPPORT.
SPECIFIED SEPARATELY.
4. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
FOR EQUIVALENT LINE SIZE 6" & L=1000
30-6-1000-C15
NOTES:
CONTRACTOR :
B224
L<500
A10 C15
(BY CIVIL)
1. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
USED. FOR DETAIL REFER SUPPORT DRAWING "BPL1". SAME TO
(S1-S9) TYPE SUPPORT.
2. IF INSERT PLATE IN NOT AVAILABLE, BASE PLATE SHALL BE
3. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR
BE SPECIFIED SEPARATELY.
FOR EQUIVALENT LINE SIZE 2", H=500 & L=500 & TYPE-B
31-2-B-500-500-A6
NOTES:
1
CONTRACTOR :
B224
22 14
2. DIMENSION 'H>4TC+300' CAN BE MAXIMUM 1000 mm. HOWEVER, 'H'
1. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9"
CAN BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION
6. FOR COLD INSULATION LINES MINIMUM LENGTH (R) = 4TC+100 mm
7. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OR CONSULT
STRESS ENGINEER.
DRAWING "BPL2".
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS. REFER
SUPPORT DRAWING "RAPD-D-L" FOR DETAIL.
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN
ACCORDANCE WITH "SUPPORT MATERIAL FOR TRUNION, RPAD
& STOP PAD".
9. PIPE SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE "M"
IN SUPPORT TAG.
)
10. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
( T
TVC2-3-A-700-P2-F/P/S
FOR NON INSULATED SS LINES R = 300 MM, UNLESS SPECIFIED.
TRUNION VERTICAL-SLIDE (FOR COLD LINE) TVC2-D-A/B-H-M-F/P/S
1
( T
FOR NON INSULATED CS/LTCS LINES R = 200 MM, UNLESS SPECIFIED.
C
4321
D
D
C
B
B
CONTRACTOR :
B224
134 of 179
EXISTING STRUCTURE
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
6. FOR COLD INSULATION / BARE LINES
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
1. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE SELECTED
BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION OF
LENGTH "R" SHALL BE AS FOLLOWS.
"BPL2".
BASED ON "INSTL STR S1-S9"
2. DIMENSION 'H' SHALL BE 1000MM MAXIMUM. HOWEVER, 'H' CAN
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL-FOR TRUNION, RPAD & STOP PAD".
STRESS ENGINEER.
9. PIPE SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
SUPPORT DRAWING "TVCB-A". INSERT PLATE (NOTE-3)
(BY CIVIL)
TVC2A-3-A-700-P2-F/P/S
10. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
NOTE-7,10
1
CONTRACTOR :
B224
VIEW B-B STIFFENER PLATE
WELD ON THREE SIDES
ON ISOMETRIC)
( N
22 14
1. FOR COLD INSULATION LINES MINIMUM LENGTH (R) = 4TC+100 mm
2. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION 'H>4TC+300' CAN BE MAXIMUM 1500mm. HOWEVER, 'H'
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTING STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
6. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER OR CONSULT STRESS ENGINEER.
9. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
10. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
( T
)
12. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
(NOTE-4,12)
( T
7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
NOTES:
TVC8-3-A-700-P2-F/P/S-3
1
( T
FOR NON INSULATED SS LINES R = 300 MM, UNLESS SPECIFIED.
FOR NON INSULATED CS/LTCS LINES R = 200 MM, UNLESS SPECIFIED.
C
4321
D
D
C
B
B
CONTRACTOR :
B224
136 of 179
SELECTED BASED ON "INSTL STR S1-S9"
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
9. PIPE SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE "M"
IN SUPPORT TAG.
10. TRUNION LENGTH HAS BEEN CONSIDERED FROM THE BACK OF
PIPE.FABRICATOR TO CONSIDER ADDITIONAL REQUIRED LENGTH FOR
ELBOW PROFILE.
13. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OR
CONSULT STRESS ENGINEER.
WELD ON THREE SIDES
VIEW B-B
SPACER PLATE
2. DIMENSION 'H' SHALL BE 1000MM MAXIMUM. HOWEVER, 'H' CAN
BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION
OF STRESS ENGINEER.
"BPL2".
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
6. FOR COLD INSULATION / BARE LINES LENGTH "R" SHALL BE AS
FOLLOWS.
NOTE-3
7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
SIZE
TVC8A-3-A-700-P2-F/P/S
HEIGHT
S
"MM"
14. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
NOTE-11,14
1
( T
CONTRACTOR :
B224
ON FOUNDATION
VIEW A-A
VIEW B-B
B B
T10 (TYP.)
SPACER PLATE
BASE PLATE
BASE PLATE
SPACER PLATE
WELD ON THREE SIDES
( IF REQUIRED, SEPARATELY CALL OUT ON ISOMETRIC )
TRUNION SIZE "B"
TRUNION SIZE "A"
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION 'H>4TC+300' CAN BE MAXIMUM 1500mm. HOWEVER, 'H'
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTING STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
6. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER OR CONSULT STRESS ENGINEER.
9. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
10. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
LINE SIZE "D"
(NOTE-4,12)
12. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
( T
7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
NOTES:
TVC9-3-A-700-P2-F/P/S
1
( T
)
1. FOR COLD INSULATION LINES MINIMUM LENGTH (R) = 4TC+100 mm
FOR NON INSULATED SS LINES R = 300 MM, UNLESS SPECIFIED.
FOR NON INSULATED CS/LTCS LINES R = 200 MM, UNLESS SPECIFIED.
C
4321
D
D
C
B
B
CONTRACTOR :
B224
138 of 179
SELECTED BASED ON "INSTL STR S1-S9"
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
9. PIPE SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE "M"
IN SUPPORT TAG.
10. TRUNION LENGTH HAS BEEN CONSIDERED FROM THE BACK OF
PIPE.FABRICATOR TO CONSIDER ADDITIONAL REQUIRED LENGTH FOR
ELBOW PROFILE.
13. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OR
CONSULT STRESS ENGINEER.
WELD ON THREE SIDES
VIEW B-B
SPACER PLATE
2. DIMENSION 'H' SHALL BE 1000MM MAXIMUM. HOWEVER, 'H' CAN
BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION
OF STRESS ENGINEER.
"BPL2".
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
6. FOR COLD INSULATION / BARE LINES LENGTH "R" SHALL BE AS
FOLLOWS.
NOTE-3
NOTE-12
12. UNLESS SPECIFIED, MAXIMUM PERMISSIBLE GAP IS 3 MM.
(BY CIVIL) 7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
NPS "D"
TVC9A-3-A-700-P2-F/P/S
14. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
NOTE-11,14
1
( T
CONTRACTOR :
B224
ON FOUNDATION
VIEW A-A
VIEW B-B
(NOTE-10)
TVC10-D-A-H-M-F
6(TYP)
WELD ON THREE SIDES
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION 'H>4TC+300' CAN BE MAXIMUM 1500mm. HOWEVER, 'H'
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTATION STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
7. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER OR CONSULT STRESS ENGINEER.
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
9. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
LINE SIZE "D"
(NOTE-4,11)
11. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
(NOTE-4,11)
( T
6. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
42-52 30
TVC10-3-A-700-P2-F/P/S
1
( T
)
1. FOR COLD INSULATION LINES MINIMUM LENGTH (R) = 4TC+100 mm
FOR NON INSULATED SS LINES R = 300 MM, UNLESS SPECIFIED.
FOR NON INSULATED CS/LTCS LINES R = 200 MM, UNLESS SPECIFIED.
C
4321
D
D
C
B
B
CONTRACTOR :
B224
140 of 179
SELECTED BASED ON "INSTL STR S1-S9"
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
9. PIPE SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE "M"
IN SUPPORT TAG.
10. TRUNION LENGTH HAS BEEN CONSIDERED FROM THE BACK OF
PIPE.FABRICATOR TO CONSIDER ADDITIONAL REQUIRED LENGTH FOR
ELBOW PROFILE.
13. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OR
CONSULT STRESS ENGINEER.
VIEW B-B
SPACER PLATE
2. DIMENSION 'H' SHALL BE 1000MM MAXIMUM. HOWEVER, 'H' CAN
BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION
OF STRESS ENGINEER.
"BPL2".
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
6. FOR COLD INSULATION / BARE LINES LENGTH "R" SHALL BE AS
FOLLOWS.
NOTE-3
WELD ON THREE SIDES
12. UNLESS SPECIFIED, MAXIMUM PERMISSIBLE GAP IS 3 MM.
(BY CIVIL) 7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
NPS "D"
TVC10A-3-A-700-P2-F/P/S
14. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
A S
P E
R T
1
( T
CONTRACTOR :
B224
Drawings.pdf
001_SUP-LOC
002_ANC1-D-ABC-M
003_ANC2-D-ABC-M
004_CLH-D-AB
004-008_CL13-D
005_CLK-D-AB
005-012_GPSB-D
006_CL11-D
007_CL12-D
009_DNSA-D-M
010_DNSB-D-M
011_GP-D-M
013_GPS-D-M
014_PSL1-D-ABC-M
015_PSS1-D-ABC-M
016_RPAD-D-L
016A_FPAD-D-L
017_SPAD-D-AB
018_SB-D-L
019_SB11-D-L
1) Flowchart to select Support requiring Fire Proofing (FP)
2) Fire proofing requirement to be defined by providing suffix “FP” in support tag.
For eg. 24 type support shall be defined as “24-D-A/B-H-L-M-M1-LOC-FP”
Note:
1. For "Fire Scenario Envelope" refer "Passive Fire Proofing Layout" available at below path,
O:\DFCH\02 Delivery\16 TS\00 Deliverables\13. Passive Fire Proofing Layout - Process Area
MEC CEC
TITLE: Guideline to provide Fire Proofing on Piping Supports
PROJECT NAME: EPCC 07 Package – Dual Feed Cracker Block for Rajasthan Refinery Project (RRP) of M/s HRRL,
BARMER, RAJASTHAN, INDIA
Rev : 00 JOB INSTRUCTION FOR PIPING
VEC
Yes
No
PROVIDE FP
• 6” & Below: Important Hydrocarbon lines such as Relief lines, Blowdown lines, Pump Suction Lines
• 8” & above: All Hydrocarbon Lines
Support located up to 12.2 m height, within “Fire Scenario Envelopes”(1)
Pipe supports used to take Vertical Load (Resting type)
Vertical distance between Bottom of Pipe & Top of Steel/Pedestal/foundation, is more than 460mm
Support Tag included in attachment-1
Yes
Yes
PIPE SIZE "B"
6 WEEP HOLE
PIPE SIZE "B"
STL-4-225-300-F
FOR PIPE / TRUNNION SIZE 8", HEIGHT =225 , PLATE DIMENSION Q=300 ;
1. DIMENSIONS " Q", BOLT HOLE DIA, AND HOLE DISTANCE FOR SPACER
PLATE SHALL BE AS PER BASE PLATE OF SPRING ASSEMBLY.
2. FOR INSERT/BASE PLATE DETAILS, REFER SUPPORT DRAWING 'BPL2'.
3. PIPE SIZE "B" SHALL BE REPRESENTED FOR MEMBER SIZE "M" IN SUPPORT TAG.
4. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE SELECTED BASED ON
"INSTL STR S1-S9".
5. DUMMY PIPE "B" MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE WITH
TABLE "SUPPORT MATERIAL - TRUNNION, RPAD AND STOP PAD"
SUPPORT INDICATION :
MEMBER SIZE SHALL BE SELECTED SUCH THAT REQUIRED SPACE FOR
SPACER PLATE SPACER PLATE
BOLTING IS AVAILABLE.
6. DIMENSION "H" SHALL BE ADJUSTED AT SITE BASED ON ACTUAL SPRING
ASSEMBLY HEIGHT/AVAILABLE SPACE.
STOOL / DUMMY SUPPORT
CONTRACTOR :
B224
58 of 179
Text Box
1. Fire Proofing extent is highlighted with yellow color on sample basis. Same is applicable for all types in each support.
20032930
Text Box
2. Do not provide fire proofing on structural member surface on which pipe/primary support is resting/sliding.
20032930
Text Box
3. Fire proofing requirement to be defined by providing suffix “FP” in support tag. For eg. 24 type support shall be defined as “24-D-A/B-H-L-M-M1-LOC-FP”
20167916
20032930
2. DIMENSION 'H' SHALL BE 1000MM MAXIMUM. HOWEVER, 'H' CAN
1. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9"
BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION
6. FOR HOT INSULATION / BARE LINES MINIMUM LENGTH (UNLESS
MENTIONED BY DESIGNER) SHALL BE AS FOLLOWS.
UPTO 125mm
INSULATION THICKNESS
STRESS ENGINEER.
DRAWING "BPL-MEMBER".
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS. REFER
SUPPORT DRAWING "RAPD-D-L" FOR DETAIL.
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. DUMMY PIPE MATERIAL AND THICKNESS SHALL BE IN
ACCORDANCE WITH "SUPPORT MATERIAL FOR TRUNION, RPAD
& STOP PAD".
9. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
10. TRUNION LENGTH HAS BEEN CONSIDERED FROM THE BACK OF
PIPE. FABRICATOR TO CONSIDER ADDITIONAL REQUIRED LENGTH
FOR ELBOW PROFILE.
CONTRACTOR :
B224
65 of 179
PLATE
12THK.
100
250
300
170
200
230
270
320
370
420
430
450
480
530
TRUNION
1. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H" CAN
BE INCREASED TO MAXIMUM 2000mm, AFTER CONSULTATION
WITH STRESS ENGINEER.
REFER SUPPORT DRAWING "BPL2".
TO "P" DIMENSION.
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
5. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9".
6. TRUNION SIZE "B" REFERS TO MEMBER SIZE "M".
7. USE ONLY WHEN RECOMMENDED BY STRESS ENGINEER.
8. DUMMY PIPE MATERIAL AND THICKNESS SHALL BE IN
ACCORDANCE WITH "SUPPORT MATERIAL FOR TRUNION, RPAD
& STOP PAD".
INSERT PLATE (NOTE-2)
CONTRACTOR :
B224
66 of 179
100
250
300
170
200
230
270
320
370
420
430
450
480
530
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
TV6-3-700-P2-F/P/S
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
FOR LINE SIZE 3" & H=700
1. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H" CAN
BE INCREASED TO MAXIMUM 2000mm, AFTER CONSULTATION
WITH STRESS ENGINEER.
REFER SUPPORT DRAWING "BPL1/BPL2".
TO "P" DIMENSION.
5. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9".
6. TRUNION SIZE "B" REFERS TO MEMBER SIZE "M".
7. DUMMY PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
(NOTE-2)
CONTRACTOR :
B224
HPCL Rajasthan Refinery Limited
L&T Hydrocarbon Engineering
VIEW B-B STIFFENER PLATE
TRUNION
ON ISOMETRIC)
( N
1. FOR HOT INSULATION / BARE LINES MINIMUM LENGTH (UNLESS
MENTIONED BY DESIGNER) SHALL BE AS FOLLOWS.
UPTO 125mm
INSULATION THICKNESS
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H"
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTING STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
6. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER A/B OR CONSULT STRESS ENGINEER.
9. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
10. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
BPL2 (NOTE-4)
BY CIVIL
7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10/T20" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND DETAIL SHALL
PROVIDED ON ISOMETRICS.
CONTRACTOR :
B224
69 of 179
WELD ON THREE SIDES
(CORNERS ROUNDED)
1. FOR HOT INSULATION / BARE LINES MINIMUM LENGTH (UNLESS
MENTIONED BY DESIGNER) SHALL BE AS FOLLOWS.
UPTO 125mm
INSULATION THICKNESS
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H"
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTING STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
6. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER A/B OR CONSULT STRESS ENGINEER.
9. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
10. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
BPL2 (NOTE-4)
BY CIVIL
VIEW B-B
BASE PLATE
SPACER PLATE
7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10/T20" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND DETAIL SHALL
PROVIDED ON ISOMETRICS.
CONTRACTOR :
B224
70 of 179
LINE SIZE "D"
(NOTE-10)
TV10-D-A-H-M-F
H
WELD ON THREE SIDES
( N
1. FOR HOT INSULATION / BARE LINES MINIMUM LENGTH (UNLESS
MENTIONED BY DESIGNER) SHALL BE AS FOLLOWS.
UPTO 125mm
INSULATION THICKNESS
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H"
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTATION WITH STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
7. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER OR CONSULT STRESS ENGINEER.
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
9. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
INSERT PLATE (NOTE-4)
6. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10/T20" MEMBER. FOR HIGHER
LOAD, ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
" F" TO BE SUITABLY MODIFIED (IF REQUIRED) AND DETAIL SHALL
BE PROVIDED ON ISOMETRICS.
CONTRACTOR :
B224
71 of 179
(NOTE-3)
SIZE
450
120
140
180
220
250
250
300
300
370
400
450
290
310
350
390
390
420
470
470
540
570
620
TEFLON/
(NOTE-7)
( N
T
6
10
16
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
1. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H" CAN
BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER CONSULTING
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
STRESS ENGINEER.
3. FOR INSULATED LINES, INSULATION THICKNESS SHALL BE ADDED
TO "P" DIMENSION.
4. THIS SUPPORT SHALL BE GIVEN IN CONSULTATION WITH STRESS
ENGINEER.
6. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9".
7. TRUNION SIZE "B" REFERS TO MEMBER SIZE"M".
8. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
9. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
( T
INSERT PLATE (NOTE-2)
TV12-D-H-M-F/P/S 1
CONTRACTOR :
B224
G (NOTE-10)
ON FOUNDATION
RPAD
(NOTE-7)
"T" THK
"T" THK
TRUNION
T
6
10
16
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
1. DIMENSION "H" SHALL BE 1500MM MAXIMUM. HOWEVER, "H" CAN
BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER CONSULTING
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
STRESS ENGINEER.
3. FOR INSULATED LINES, INSULATION THICKNESS SHALL BE ADDED
TO "P" DIMENSION.
4. THIS SUPPORT SHALL BE GIVEN IN CONSULTATION WITH STRESS ENGINEER.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
6. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9".
7. TRUNION SIZE "B" REFERS TO MEMBER SIZE"M".
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
(TYP.)
INSERT PLATE (NOTE-2)
TV13-D-H-M-F/P/S 1
CONTRACTOR :
B224
HPCL Rajasthan Refinery Limited
L&T Hydrocarbon Engineering
HPCL Rajasthan Refinery Limited
L&T Hydrocarbon Engineering
HPCL Rajasthan Refinery Limited
L&T Hydrocarbon Engineering
H25H20C25C20
L<500 500<L<1000 1000<L<1500 1500<L<2000
MEMBER "M"
2. THIS SUPPORT SHALL BE PROVIDED IN COMBINATION WITH OTHER
3. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
4. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
SELECTED BASED ON "INSTL-STR-S1-S9".
CHECKED WITH CIVIL STRUCTURE DRAWING.
AVAILABLE. (REFER ARRANGEMENT SHOWN)
STRUCTURE AND TYPE-A
CONTRACTOR :
B224
89 of 179
ON FOUNDATIONON PAVING
(ONLY FOR INSULATED LINE)
(ALSO REFER DETAIL `X' / 'Y') (ALSO REFER DETAIL `X' / 'Y')
LINE SIZE "D"
(NOTE-7)
( N
NPS "D"
LINE SIZE
6 6
TOS TOS
3. VALUE FOR "H" AND "L" SHALL BE CALCULATED AS FOLLOWS
L= PIPE OD + (2x50) + WIDTH OF MEMBER
1. THIS SUPPORT SHALL BE GIVEN IN CONSULTATION WITH STRESS
PIPE/SHOE AS SHOWN.
2. 'G' REPRESENTS GAP TO BE MAINTAINED ON UPPER SIDE OF
ENGINEER.
HEIGHT (WHERE SPECIFIED)
4. FOR HIGHER LOADS, HIGHER MEMBER SIZES CAN BE USED.
"BPL2".
SELECTED BASED ON"INSTL-STR-S1-S9".
7. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
INSTALLATION DETAIL TO BE PROVIDED AS PER "INSTL-STR"
TYPE SUPPORT. SUPPORT TAG SHALL BE SELECTED AS PER
AND WILL BE DENOTED BY ITS EXACT VALUE.
5. FOR INSERT PLATE DETAILS, REFER SUPPORT DRAWING
INSTL TYPE.
ANNEXURE-1: L-TYPE SUPPORT (TYPE-25 & 26).
H=168 + 5 = 173 , TYPE A
FOR LINE SIZE 6", L=350MM AND
YS-6-A-173-350-A10-05-F/P/S
NOTES:
CONTRACTOR :
B224
90 of 179
ON FOUNDATIONON PAVING
TOS
2. VALUE FOR "H" AND "L" SHALL BE CALCULATED AS FOLLOWS:
3. FOR INSERT PLATE DETAILS, REFER SUPPORT DRAWING
4. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9"
L= (PIPE OD) + (2 X G2)
INSTALLATION DETAIL TO BE PROVIDED AS PER "INSTL-STR" TYPE
1. THIS SUPPORT SHALL BE GIVEN IN CONSULTATION WITH STRESS
ENGINEER.
AND WILL BE DENOTED BY ITS EXACT VALUE.
FOR LINE SIZE 6", H=168 + 5 = 173, L=168 + (2 X10) = 188MM
YSG-6-173-188-A10-F/P/S
SUPPORT. SUPPORT TAG SHALL BE SELECTED AS PER INSTL TYPE.
TRUNNION HEIGHT (WHERE SPECIFIED)
"BPL2".
5. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
6. FOR LOAD CARRYING CAPACITY, REFER
ANNEXURE-1: L-TYPE SUPPORT (TYPE-25 & 26).
(NOTE-7)
NOTES:
8. FOR HIGHER LOAD. HIGHER MEMBER SIZES CAN BE USED.
26 660
28 711
30 762
32 813
34 864
36 914
CONTRACTOR :
B224
91 of 179
EXISTING STRUCTURE
4. ORIENTATION OF THIS SUPPORT SHALL BE TOWARDS THE LEFT
CONTRACTOR, FOR DETAILS OF LUG/BOLT-NUT, REFER
1. FOR BASE / INSERT PLATE DETAILS, REFER SUPPORT DRAWING
PROVIDED AT 45°.
2. MEMBER "M" OR "A7" WHICHEVER IS SMALLER, SHALL BE
"BPL2".
3. WHEN L=O ONLY VERTICAL MEMBER TO BE PROVIDED.
5. U-BOLT TO BE SPECIFIED AS A SEPARATE SUPPORT. U-BOLT
SIDE OF PIPE - LOOKING IN THE DIRECTION OF FLOW.
HOLES SHALL BE FIELD ADJUSTED.
6. SUPPORT CLIP BY EQUIPMENT VENDOR. BOLT/NUT BY
7. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR
8. HIGHER MEMBER TO BE USED FOR HIGHER LOADS, WHEN
(S1-S9) TYPE SUPPORT.
SPECIFIED BY DESIGNER.
FOR EQUIVALENT LINE SIZE 4", H=800 & L=600
21-4-E-800-600-A10-P/S/C
NOTES:
21-D-A/B/C/D/E/F-H-L-M-LOC 1
21-D-F-H-0-M-P/S (H ≤ 2000) (NOTE-9)
9. MEMBER SIZE SHALL BE SELECTED AS PER CRITERIA GIVEN BELOW.
H≤1000 : C10
1000<H≤2000 : C15
10. HOLES TO BE DRILLED AT FIELD TO SUIT MANIFOLD ELEVATION.
INTER DISTANCE AND NUMBER OF HOLES TO BE ADJUSTED
(NOTE-10)
BASED ON MANIFOLD DIMENSION. "d" IS THE SIZE OF MANIFOLD
FIXING STUD/BOLT.
SUPPORT LGP-TYPE-M.
(BY CIVIL)
CONTRACTOR :
01 B224-EPCC07-LT-125-PP-SP-0006
EPCC 07 PACKAGE - DUAL FEED CRACKER BLOCK FOR RAJASTHAN REFINERY PROJECT (RRP) OF M/S HRRL, BARMER, RAJASTHAN, INDIA
B224
92 of 179
L<500
A10
C15
C15
C20
4. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
"BPL1". TO BE SPECIFIED SEPERATELY.
1. FOR 500<L<750, USE NEXT HIGHER MEMBER, HOWEVER LOAD
2. WHEN L=Omm, ONLY VERTICAL MEMBER TO BE PROVIDED.
CARRYING CAPACITY SHALL BE AS PER LINE SIZE "D"
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR
(S1-S9) TYPE SUPPORT.
7. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
FOR EQUIVALENT LINE SIZE 4", H=600, L=500 & TYPE-A
22-4-A-600-500-A10
NOTES:
6. SUPPORT CLIP BY EQUIPMENT VENDOR. BOLT/NUT BY
SUPPORT LGP-TYPE-M.
3. HIGHER MEMBER TO BE USED FOR HIGHER LOADS, WHEN
SPECIFIED BY DESIGNER.
CONTRACTOR :
B224
93 of 179
500 L 1000
SUPPORT PLACED
1. FOR BASE/INSERT PLATE DETAILS, REFER SUPPORT DRAWING
"BPL2".
4. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR
(S1-S9) TYPE SUPPORT.
FOR EQUIVALENT LINE SIZE 2", H=700 & L=400,TYPE-A.
23-2-A-700-400-A7-P/S/C
NOTES:
(NOTE-5)
2. SUPPORT CLIP BY EQUIPMENT VENDOR. BOLT/NUT BY
SUPPORT LGP-TYPE-M.
CONTRACTOR :
B224
94 of 179
(NOTE-1,3,5)
T.O.S.
(NOTE-1)
(NOTE-7)
1. FOR BASE/INSERT PLATE DETAILS, REFER SUPPORT DRAWING
INSTALLATION DEATIL TO BE PROVIDED AS PER INSTL-STR
"BPL2".
3. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
4. FOR HIGHER LOADING CAPACITY, HIGHER MEMBER SIZE "M"
SHALL BE SELECTED ACCORDINGLY.
6. PIPE SIZE "B" SHALL BE REPRESENTED FOR MEMBER SIZE "M"
IN SUPPORT TAG.
TYPE SUPPORT
FOR EQUIVALENT LINE SIZE 8", H=1500, L=800 & TYPE-A
24-8-A-1500-800-P6-C15-F/P/S. 6
EQUIVALENT LINE
MEMBER 'M'
FOR EQUIVALENT LINE SIZE 20", H=2000, L=1000 & TYPE-B
24-20-B-2000-1000-H25-F/P/S
CONTRACTOR :
B224
95 of 179
6
6
6
EQUIVALENT LINE SIZE "D" EQUIVALENT LINE SIZE "D" EQUIVALENT LINE SIZE "D"
"M"
MEMBER
"M"
MEMBER
FOR BC SECTION
(NOTE-5)
3. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
1. FOR BASE/INSERT PLATE DETAILS REFER SUPPORT DRAWING
"BPL2".
TYPE SUPPORT.
5. WHEN STRAP SUPPORT IS SPECIFIED, MEMBER H15/H20/H25/H30
FOR EQUIVALENT LINE SIZE 8", H=1500 & L=800
25-8-1500-800-C15-F/P/S
NOTES:
6. WEEP HOLE SHALL BE SEALED WITH MASTIC AFTER INSTALLATION.
NOTE-6
CONTRACTOR :
B224
96 of 179
3. WHEN STRAP SUPPORT IS SPECIFIED, MEMBER H15/H20/H25/H30
1. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
TYPE SUPPORT.
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR (S1-S9)
CAN BE USED INSTEAD OF BC15/BC20 SECTIONS.
FOR EQUIVALENT LINE SIZE 8", H=1000 & L=800
26-8-1000-800-C15
NOTES:
4. WEEP HOLE SHALL BE SEALED WITH MASTIC AFTER INSTALLATION.
FOR BC SECTION
CONTRACTOR :
B224
97 of 179
"BPL2".
2 .IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
4. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
CAN BE USED INSTEAD OF BC15/BC20 SECTIONS.
(S1-S9) TYPE SUPPORT.
5. WHEN STRAP SUPPORT IS SPECIFIED, MEMBER H15/H20/H25/H30
FOR EQUIVALENT LINE SIZE 8", H=1000, L=800 & TYPE "A".
27-8-A-1000-800-C15-F/P/S
NOTE-2
NOTES:
3. WEEP HOLE SHALL BE SEALED WITH MASTIC AFTER INSTALLATION.
FOR BC SECTION
CONTRACTOR :
B224
98 of 179
BPL1
NOTE-3
6 6
4. IF INSERT PLATE IS NOT AVAILABLE, BASE PLATE SHALL BE
1. FOR BASE PLATE DETAILS,REFER SUPPORT DWG. "BPL1"
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR
2. GUIDE & LINESTOP CAN BE PROVIDED,IF SPECIFIED.
USED. FOR DETAIL REFER SUPPORT DRAWING "BPL1". SAME
TO BE SPECIFIED SEPARATELY. ALONG WITH ANCHOR BOLT.
5. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
6. WHEN STRAP SUPPORT IS SPECIFIED, MEMBER H15/H20/H25/H30
TO BE USED INSTEAD OF BC15/BC20 SECTIONS.
3. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
(S1-S9) TYPE SUPPORT.
FOR EQUIVALENT LINE SIZE 8", H=1500, L=800 & TYPE-A
28-8-A-1500-800-0-C15
NOTES:
8. FOR TYPE A & F, L1 SHALL BE O (ZERO).
500(MAX.) 500(MAX.)
250Kg MAX.
CONTRACTOR :
B224
99 of 179
(NOTE-3)
29-D-B-L-M
C10
C10
3. IF INSERT PLATE IS NOT AVAILABLE, BASE PLATE SHALL BE
1. RIB PLATE SHALL BE APPLIED ONLY TO ANGLES.
2. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR (S1-S9)
USED. FOR DETAIL REFER SUPPORT DRAWING "BPL1". SAME TO
4. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
TYPE SUPPORT.
29-8-B-1500-C15
NOTES:
CONTRACTOR :
B224
8 C20C15
3. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
1. THIS SUPPORT SHALL BE TAKEN STRICKLY FROM COLUMN.
2. IF INSERT PLATE IN NOT AVAILABLE, BASE PLATE SHALL BE USED.
FOR DETAIL REFER SUPPORT DRAWING "BPL1". SAME TO BE
TYPE SUPPORT.
SPECIFIED SEPARATELY.
4. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
FOR EQUIVALENT LINE SIZE 6" & L=1000
30-6-1000-C15
NOTES:
CONTRACTOR :
B224
L<500
A10 C15
(BY CIVIL)
1. IF SIZE OF SUPPORT MEMBER IS HIGHER THAN STR. MEMBER
USED. FOR DETAIL REFER SUPPORT DRAWING "BPL1". SAME TO
(S1-S9) TYPE SUPPORT.
2. IF INSERT PLATE IN NOT AVAILABLE, BASE PLATE SHALL BE
3. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY.
INSTALLATION DETAIL TO BE PROVIDED AS PER INSTL-STR
BE SPECIFIED SEPARATELY.
FOR EQUIVALENT LINE SIZE 2", H=500 & L=500 & TYPE-B
31-2-B-500-500-A6
NOTES:
1
CONTRACTOR :
B224
22 14
2. DIMENSION 'H>4TC+300' CAN BE MAXIMUM 1000 mm. HOWEVER, 'H'
1. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9"
CAN BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION
6. FOR COLD INSULATION LINES MINIMUM LENGTH (R) = 4TC+100 mm
7. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OR CONSULT
STRESS ENGINEER.
DRAWING "BPL2".
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS. REFER
SUPPORT DRAWING "RAPD-D-L" FOR DETAIL.
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN
ACCORDANCE WITH "SUPPORT MATERIAL FOR TRUNION, RPAD
& STOP PAD".
9. PIPE SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE "M"
IN SUPPORT TAG.
)
10. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
( T
TVC2-3-A-700-P2-F/P/S
FOR NON INSULATED SS LINES R = 300 MM, UNLESS SPECIFIED.
TRUNION VERTICAL-SLIDE (FOR COLD LINE) TVC2-D-A/B-H-M-F/P/S
1
( T
FOR NON INSULATED CS/LTCS LINES R = 200 MM, UNLESS SPECIFIED.
C
4321
D
D
C
B
B
CONTRACTOR :
B224
134 of 179
EXISTING STRUCTURE
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
6. FOR COLD INSULATION / BARE LINES
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
1. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE SELECTED
BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION OF
LENGTH "R" SHALL BE AS FOLLOWS.
"BPL2".
BASED ON "INSTL STR S1-S9"
2. DIMENSION 'H' SHALL BE 1000MM MAXIMUM. HOWEVER, 'H' CAN
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL-FOR TRUNION, RPAD & STOP PAD".
STRESS ENGINEER.
9. PIPE SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
SUPPORT DRAWING "TVCB-A". INSERT PLATE (NOTE-3)
(BY CIVIL)
TVC2A-3-A-700-P2-F/P/S
10. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
NOTE-7,10
1
CONTRACTOR :
B224
VIEW B-B STIFFENER PLATE
WELD ON THREE SIDES
ON ISOMETRIC)
( N
22 14
1. FOR COLD INSULATION LINES MINIMUM LENGTH (R) = 4TC+100 mm
2. DETAILS OF STRUCTURE INSTALLATION (S1-S9) SHALL BE
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION 'H>4TC+300' CAN BE MAXIMUM 1500mm. HOWEVER, 'H'
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTING STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
6. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER OR CONSULT STRESS ENGINEER.
9. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
10. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
( T
)
12. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
(NOTE-4,12)
( T
7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
NOTES:
TVC8-3-A-700-P2-F/P/S-3
1
( T
FOR NON INSULATED SS LINES R = 300 MM, UNLESS SPECIFIED.
FOR NON INSULATED CS/LTCS LINES R = 200 MM, UNLESS SPECIFIED.
C
4321
D
D
C
B
B
CONTRACTOR :
B224
136 of 179
SELECTED BASED ON "INSTL STR S1-S9"
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
9. PIPE SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE "M"
IN SUPPORT TAG.
10. TRUNION LENGTH HAS BEEN CONSIDERED FROM THE BACK OF
PIPE.FABRICATOR TO CONSIDER ADDITIONAL REQUIRED LENGTH FOR
ELBOW PROFILE.
13. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OR
CONSULT STRESS ENGINEER.
WELD ON THREE SIDES
VIEW B-B
SPACER PLATE
2. DIMENSION 'H' SHALL BE 1000MM MAXIMUM. HOWEVER, 'H' CAN
BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION
OF STRESS ENGINEER.
"BPL2".
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
6. FOR COLD INSULATION / BARE LINES LENGTH "R" SHALL BE AS
FOLLOWS.
NOTE-3
7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
SIZE
TVC8A-3-A-700-P2-F/P/S
HEIGHT
S
"MM"
14. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
NOTE-11,14
1
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CONTRACTOR :
B224
ON FOUNDATION
VIEW A-A
VIEW B-B
B B
T10 (TYP.)
SPACER PLATE
BASE PLATE
BASE PLATE
SPACER PLATE
WELD ON THREE SIDES
( IF REQUIRED, SEPARATELY CALL OUT ON ISOMETRIC )
TRUNION SIZE "B"
TRUNION SIZE "A"
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION 'H>4TC+300' CAN BE MAXIMUM 1500mm. HOWEVER, 'H'
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTING STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
6. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
8. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER OR CONSULT STRESS ENGINEER.
9. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
10. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
LINE SIZE "D"
(NOTE-4,12)
12. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
( T
7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
NOTES:
TVC9-3-A-700-P2-F/P/S
1
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)
1. FOR COLD INSULATION LINES MINIMUM LENGTH (R) = 4TC+100 mm
FOR NON INSULATED SS LINES R = 300 MM, UNLESS SPECIFIED.
FOR NON INSULATED CS/LTCS LINES R = 200 MM, UNLESS SPECIFIED.
C
4321
D
D
C
B
B
CONTRACTOR :
B224
138 of 179
SELECTED BASED ON "INSTL STR S1-S9"
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
9. PIPE SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE "M"
IN SUPPORT TAG.
10. TRUNION LENGTH HAS BEEN CONSIDERED FROM THE BACK OF
PIPE.FABRICATOR TO CONSIDER ADDITIONAL REQUIRED LENGTH FOR
ELBOW PROFILE.
13. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OR
CONSULT STRESS ENGINEER.
WELD ON THREE SIDES
VIEW B-B
SPACER PLATE
2. DIMENSION 'H' SHALL BE 1000MM MAXIMUM. HOWEVER, 'H' CAN
BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION
OF STRESS ENGINEER.
"BPL2".
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
6. FOR COLD INSULATION / BARE LINES LENGTH "R" SHALL BE AS
FOLLOWS.
NOTE-3
NOTE-12
12. UNLESS SPECIFIED, MAXIMUM PERMISSIBLE GAP IS 3 MM.
(BY CIVIL) 7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
NPS "D"
TVC9A-3-A-700-P2-F/P/S
14. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
NOTE-11,14
1
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CONTRACTOR :
B224
ON FOUNDATION
VIEW A-A
VIEW B-B
(NOTE-10)
TVC10-D-A-H-M-F
6(TYP)
WELD ON THREE SIDES
SELECTED BASED ON "INSTL STR S1-S9".
3. DIMENSION 'H>4TC+300' CAN BE MAXIMUM 1500mm. HOWEVER, 'H'
CAN BE INCREASED TO MAXIMUM 2000 mm ONLY AFTER
CONSULTATION STRESS ENGINEER.
"BPL2" FOR DETAIL.
5. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
7. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OF TRUNNION
MEMBER OR CONSULT STRESS ENGINEER.
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD."
9. TRUNION SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE
"M" IN SUPPORT TAG.
LINE SIZE "D"
(NOTE-4,11)
11. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
(NOTE-4,11)
( T
6. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
42-52 30
TVC10-3-A-700-P2-F/P/S
1
( T
)
1. FOR COLD INSULATION LINES MINIMUM LENGTH (R) = 4TC+100 mm
FOR NON INSULATED SS LINES R = 300 MM, UNLESS SPECIFIED.
FOR NON INSULATED CS/LTCS LINES R = 200 MM, UNLESS SPECIFIED.
C
4321
D
D
C
B
B
CONTRACTOR :
B224
140 of 179
SELECTED BASED ON "INSTL STR S1-S9"
8. TRUNION PIPE MATERIAL AND THICKNESS SHALL BE IN ACCORDANCE
WITH "SUPPORT MATERIAL FOR TRUNION, RPAD & STOP PAD".
9. PIPE SIZE "A/B" SHALL BE REPRESENTED FOR MEMBER SIZE "M"
IN SUPPORT TAG.
10. TRUNION LENGTH HAS BEEN CONSIDERED FROM THE BACK OF
PIPE.FABRICATOR TO CONSIDER ADDITIONAL REQUIRED LENGTH FOR
ELBOW PROFILE.
13. REFER ANNEXURE-1 FOR LOAD CARRYING CAPACITY OR
CONSULT STRESS ENGINEER.
VIEW B-B
SPACER PLATE
2. DIMENSION 'H' SHALL BE 1000MM MAXIMUM. HOWEVER, 'H' CAN
BE INCREASED TO MAXIMUM 2000 mm AFTER CONSULTATION
OF STRESS ENGINEER.
"BPL2".
4. REINFORCEMENT PAD ON "PIPE" SHALL BE PROVIDED BASED ON
CRITERIA SPECIFIED FOR "WELDED SHOE" IN "SUPPORT COMPONENT
SELECTION CHART" OR SPECIFIED BY STRESS ANALYSIS.
REFER SUPPORT DRAWING "RPAD-D-L" FOR DETAIL
5. IF SPECIFIED BY STRESS ENGINEER, REFER SUPPORT DRAWING
"TEFS-D" OR "GRAS-D" AS APPLICABLE.
6. FOR COLD INSULATION / BARE LINES LENGTH "R" SHALL BE AS
FOLLOWS.
NOTE-3
WELD ON THREE SIDES
12. UNLESS SPECIFIED, MAXIMUM PERMISSIBLE GAP IS 3 MM.
(BY CIVIL) 7. TYPICAL ARRANGEMENT AS SHOWN IN VIEW A-A SHALL BE
FOLLOWED FOR GUIDE/STOPPER LOAD UP TO LIMIT SPECIFIED
IN "GPS" SUPPORT FOR "T10" MEMBER. FOR HIGHER LOAD,
ALTERNATE SUPPORT TO BE SPECIFIED SEPARATELY i.e.
GPS-D-M. IN SUCH CASES, SPACER PLATE DIMENSION
"Lxb" TO BE SUITABLY MODIFIED (IF REQUIRED) AND
DETAIL SHALL PROVIDED ON ISOMETRICS.
NPS "D"
TVC10A-3-A-700-P2-F/P/S
14. BASE PLATE MATERIAL SHALL BE COMPATIBLE TO PIPE "A" MATERIAL.
A S
P E
R T
1
( T
CONTRACTOR :
B224
Drawings.pdf
001_SUP-LOC
002_ANC1-D-ABC-M
003_ANC2-D-ABC-M
004_CLH-D-AB
004-008_CL13-D
005_CLK-D-AB
005-012_GPSB-D
006_CL11-D
007_CL12-D
009_DNSA-D-M
010_DNSB-D-M
011_GP-D-M
013_GPS-D-M
014_PSL1-D-ABC-M
015_PSS1-D-ABC-M
016_RPAD-D-L
016A_FPAD-D-L
017_SPAD-D-AB
018_SB-D-L
019_SB11-D-L