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DOCUMENT NO:
60-0000-L-SPE-0002
DOCUMENT TITLE:
SPECIFICATION FORPIPE SUPPORTS
60-0000-L-SPE-0002
XXXXX
TENGIZCHEVROIL
PFD Project No. 571500
PFD 571500
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SPECIFICATION FOR PIPE SUPPORTS DOC . : 60-0000-L-SPE-0002Rev. 4
REVISION DESCRIPTION SHEET
REV. PARA. REVISION DESCRIPTION
4 4.2 NSPS MATERIAL REVISED
4 8COLD CONSERVATION INSULATION THICKNESS TABLEREVISED TO INCLUDE COLD PERSONNEL PROTECTION
4 10 NOTES REVISED
ATTACHMENTSSHEET NO.
4 A15, A18 PIPE SIZE RANGE REVISED
4 A32 SUPPORT NUMBER REVISED
4 A34 - A36 NEW PIPE SUPPORTS
4 B7 PIPE SIZE RANGE REVISED
4 B50 - B57 NEW PIPE SUPPORTS
4 C3 PIPE SIZE RANGE REVISED4 C5 SUPPORT REVISED FOR TRUNNION SIZES 18 - 24
4 C12, C13 NOTE ADDED TO DRAWING
4 C15, C18, C19 SUPPORT REVISED FOR TRUNNION SIZES 18 - 24
4 D30 - D34 NEW PIPE SUPPORTS
4 E40 NOTE REVISED
4 E44 DIMENSION REVISED
4 E51 NEW PIPE SUPPORT
4 F16, F20, F21 PIPE SIZE RANGE REVISED
4 F32, F33 DIMENSION REVISED
4 F36 F39 PIPE SIZE RANGE REVISED
4 F40 DETAIL REVISED
4 F43 F49 NEW PIPE SUPPORTS
4 G12 THREADED BAR LENGTH REVISED
4 H9 TRUNNION END PLATE REVISED
4 H23, H24 DIMENSION REVISED
4 J1- J13 GENERAL REVISION OF SELECTION SHEETS
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TABLE OF CONTENTS
1. SCOPE 42. CODES, STANDARDS AND SPECIFICATIONS 43. ABBREVIATIONS 44. PIPE SUPPORT CATEGORIES 45. GENERAL NOTES 56. MAXIMUM PIPE SPANS 67. MAXIMUM GUIDE SPACING 108. PIPE SHOE HEIGHTS 119. ALLOWABLE LOADS FOR NON-INSULATED PIPES, PIPE SHOES,
PIPE ANCHORS 1310. PROCEDURE FOR INSTALLATION OF ANCHOR BOLTS AND GROUTING OF
BASE PLATES 15
ATTACHMENTS
A. SHOESB. ANCHORS, GUIDES & VERTICAL PIPE SUPPORTSC. TRUNNIONS & BASE SUPPORTSD. HANGERS & SPRINGSE. STRUCTURAL SUPPORTSF. SMALL BORE & ANCILLARY SUPPORTSG. PIPE SUPPORT FOUNDATIONSH. COLD PIPE SUPPORTS & ANTI VIBRATION SUPPORTSJ. PIPE SUPPORT SELECTION CHART
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1. SCOPE
This specification describes the general requirements for the selection and design ofStandard Pipe Supports. These include pipe shoes, guides, anchors, hangers, springsupports, base supports, supports for vertical lines, stainless steel pipes, cold insulatedpipes, small bore pipes (1 1/2), structural pipe supports and small pipe supportfoundations.
2. CODES, STANDARDS AND SPECIFICATIONS
This specification has been reviewed by the Kazakh Design Institutes and now meets therequirements of the Kazakh Codes and Standards.
The publications listed below form part of this Specification. Each publication shall be thelatest revision and addendum in effect on the date this specification is issued forconstruction UNO. Except as modified by the requirements specified herein or the detailsof the drawings, work included in this specification shall conform to the applicable
provisions of these publications.
In the event of a conflict between codes and specifications the more stringent shall apply.
ANSI/MSS SP-58 Pipe Hangers and Supports, Materials, Design andManufacture
ANSI/MSS SP-69 Pipe Hangers and Supports, Selection and Application
BS-3974-1 Pipe hangers, slider and roller type supports
DS-60-W-0045 Welding and NDT Pipe Supports Data Sheet
60-0000-L-SPE-0007 Paint & Protective Coatings.
60-0000-L-SPE-1003 Purchase Specification for Special Pipe Supports
3. ABBREVIATIONS AND DEFINITIONS
The following abbreviations are used in this document: -
PDS Plant Design SystemPTFE PolytetrafluroethyleneTCO TengizchevroilTOS Top of steelUNO Unless Noted Otherwise
4. PIPE SUPPORT CATEGORIES
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4.2 Non-Standard Pipe Supports (NSPS)
These are pipe supports that cannot be produced using the standard pipe supports, but donot require any design input from the Civil engineering group. The piping designer shallmodel NSPSs in PDS Piping where they are required for clashing, otherwise they shall bemodelled as a logical. The support material will be supplied by piping.
A support drawing, produced by a pipe supporter or piping designer, shall include thefollowing information as a minimum: -
Outline support shape including inset details and sections where required. Standard items; e.g. shoes, anchors. Where these items are called up on the isometric
they shall be referenced on the detail.
Major adjacent civil supplied steelwork.
TOS elevations, dimensions including dimensions back to grid lines.
Material Summary.
Line numbers for supported pipes.
Welded attachment references back to the isometric.
The pipe supporter shall maintain an index of these supports.
The steel sections used to design the NSPS shall be the same as those used for thestandard supports. These are: -
CS. Plate Thickness: 6, 10, 12, 15, 20HEA Section: 100, 160, 200IPE Section: 100, 160, 200UPN Section: 100, 160, 200
Angle 40 x 6, 60 x 6, 70 x 8, 80 x 8, 100 x 10Round bar Diameter: 12, 16, 20, 24, 30, 36, 42SS Plate Thickness: 5
4.3 Civil/Structural Pipe Supports (CPS/SPS)
These are pipe supports that cannot be produced using the standard pipe supportsbecause: -
(a)- the support dimensions, or(b)- the support loadsare greater than those specified in the standard supports.
These supports shall be modeled by Piping in Equipment to obtain location and initialspace reservation. Notification of the support details including dimensions, TOS elevation,support orientation, support loads and pipe sizes will be given to Civil/ Structural. Civil/
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100mm for 300mm long shoes200mm for 500mm long shoes
Adjustable hangers shall only be used in preference to non-adjustable hangers wherethe support is: -
(a) Local to a rotating equipment nozzle, (one of the first two supports)(b) The first support local to a column or vessel.
The first support local to either pump nozzle shall be adjustable.
Vertical stainless steel pipes, which require guides, shall have a cradle (C101 or C102)and a welded shoe if the line is insulated. Clamped shoes shall not be used. Anchor
clamps can be used for galvanised piping.
Completed pipe supports to be primed and finished coated in accordance withSpecification 60-0000-L-SPE-0007.
6. MAXIMUM PIPE SPANS
From BS 3974 Part 1 (1974) for continuous piping spans,
The Maximum Stress in the pipe () is given by the formulae: -
The Maximum Deflection in the pipe () is given by the formulae: -
Where: -= Stress (N/mm2)= Pipe deflection (mm)w = Pipe weight (N/m)D = Pipe Diameter (mm)
L = Pipe Span for continuous spans (m)I = Second moment of area (cm4)E =Young's Modulus of elasticity (N/mm2)
Limiting the Stress to 35 N/mm2 and the deflection to 12.7mm the maximum pipe spanfor continuous piping is calculated from the lesser of the following formulae: -
I
wDL
240
2
=
EIwL
384
100000
4
=
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4- The maximum spans for piping arrangements other than continuous spans are shownbelow.
Max Span = 0.75 x L
Max Span = 0.8 x L
Max Span = 0.65 x L
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PIPE SPAN TABLES FOR CONTINUOUS PIPE SPANS
Pipes Full (SG=1), Insulated (Temp 250oC)SchedulePipe
Size 10 20 30 STD 40 XS 80 120 160
2.6 2.6 2.3 2.3 3.6
1 3.3 3.3 3.6 3.6 4.21 4.0 4.0 4.5 4.5 5.1
2 4.4 4.4 5.1 5.1 5.93 5.9 5.9 7.0 7.0 7.5
4 7.0 7.0 8.0 8.0 8.56 8.5 8.5 10.0 10.0 10.58 9.0 9.4 10.0 10.0 11.5 11.5 12.3
10 9.6 10.5 11.2 11.2 12.4 13.0 13.912 9.9 11.2 11.7 12.2 13.0 14.2 15.2
14 10.1 11.2 12.1 12.0 12.8 13.4 14.9 16.016 10.3 10.9 12.5 12.2 13.9 13.9 16.0 17.1
18 10.4 10.9 13.5 12.3 14.8 14.2 17.0 18.220 10.6 12.5 14.6 12.5 15.5 14.6 18.0 19.222 10.8 12.7 14.9 12.7 16.2 14.9 18.9 20.2
24 11.0 12.9 15.9 12.9 17.1 15.1 19.9 21.2
Pipes Full (SG=1), Not Insulated
SchedulePipeSize 10 20 30 STD 40 XS 80 120 160
3.3 3.3 3.9 3.9 4.21 4.0 4.0 4.5 4.5 4.8
1 4.8 4.8 5.4 5.4 5.82 5.3 5.3 6.1 6.1 6.6
3 7.0 7.0 7.7 7.7 8.24 7.9 7.9 8.7 8.7 9.1
6 9.4 9.4 10.6 10.6 11.18 9.6 10.1 10.6 10.6 12.0 12.0 12.810 10.1 11.0 11.8 11.8 12.9 13.5 14.3
12 10.5 11.8 12.4 12.8 13.6 14.7 15.714 10.6 11.8 12.7 12.7 13.4 14.0 15.5 16.4
16 10.9 11.6 13.1 12.9 14.5 14.5 16.6 17.618 11 1 11 7 14 2 13 1 15 5 14 9 17 6 18 7
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PIPE SPAN TABLES FOR CONTINUOUS PIPE SPANS
Pipes Empty, Insulated (Temp 250oC)
SchedulePipeSize 10 20 30 STD 40 XS 80 120 160
2.7 2.7 2.5 2.5 3.6
1 3.5 3.5 3.9 3.9 4.31 4.4 4.4 5.0 5.0 5.4
2 4.9 4.9 5.6 5.6 6.23 7.1 7.1 7.7 7.7 8.0
4 8.4 8.4 9.1 9.1 9.46 10.7 10.7 11.5 11.5 11.88 12.0 12.3 12.7 12.7 13.5 13.5 13.8
10 13.5 14.2 14.7 14.7 15.3 15.5 15.712 14.6 15.6 15.9 16.1 16.6 17.0 17.3
14 15.3 16.2 16.8 16.8 17.2 17.4 18.0 18.216 16.2 17.1 17.8 17.8 18.6 18.6 19.4 19.5
18 16.7 17.7 19.0 18.5 19.7 19.4 20.5 20.720 17.6 19.5 20.5 19.5 21.0 20.5 21.8 22.022 18.5 20.6 21.6 20.6 22.2 21.6 23.1 23.2
24 19.4 21.5 23.0 21.5 23.5 22.6 24.2 24.3
Pipes Empty, Not Insulated
SchedulePipeSize 10 20 30 STD 40 XS 80 120 160
3.6 3.6 4.1 4.1 4.41 4.4 4.4 4.8 4.8 5.0
1 5.5 5.5 6.0 6.0 6.22 6.3 6.3 6.8 6.8 7.0
3 8.3 8.3 8.7 8.7 8.84 9.7 9.7 10.0 10.0 10.1
6 12.1 12.1 12.5 12.5 12.68 13.6 13.8 14.1 14.1 14.5 14.5 14.510 15.3 15.7 16.0 16.0 16.3 16.4 16.4
12 16.6 17.3 17.5 17.6 17.8 18.0 17.914 17.5 18.0 18.4 18.4 18.6 18.7 18.9 18.9
16 18.7 19.3 19.7 19.7 20.1 20.1 20.4 20.218 19 8 20 5 21 2 20 9 21 5 21 3 21 7 21 5
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7. MAXIMUM GUIDE SPACING
Maximum Span between guides (m)PipeSize Horizontal Pipes Vertical Pipes
8.0 7.01 8.0 7.0
1 8.0 7.0
2 8.0 7.03 16.0 8.0
4 16.0 8.06 16.0 10.08 24.0 12.0
10 24.0 12.012 24.0 14.0
14 24.0 14.016 24.0 16.018 24.0 16.0
20 32.0 18.0
22 32.0 18.024 32.0 18.0
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8. PIPE SHOE HEIGHTS
Non-insulated and personnel protection insulated pipes shall rest directly upon the supportsteelwork. Pipes with heat or cold conservation insulation shall be supported on shoes.The shoe height is determined from the tables below: -
HEAT CONSERVATION THICKNESS TABLE
(Ref Doc No60-0000-L-SPE-0010 Section 5.17.1)
PIPE SIZEINSULATION THICKNESS FOR OPERATING TEMPS
(Deg.C.)
DN NPSAMB to
5051 to 100
101 to150
151 to200
201 to250
251 to350
15 40 40 40 40 40 50
20 40 40 40 40 40 50
25 1 40 40 40 40 40 5040 1 40 40 40 40 50 60
50 2 40 40 40 40 60 80
80 3 40 40 50 60 60 80
100 4 40 40 60 60 60 80
150 6 40 50 60 60 70 90
200 8 50 50 60 60 70 90
250 10 50 50 70 70 70 90
300 12 60 60 70 80 80 100350 14 60 60 70 80 80 100
400 16 60 60 70 90 90 110
450 18 60 70 70 90 110 110
500 20 60 70 90 100 110 120
600 24 70 70 90 100 110 120
600 - 1000 24 - 40 70 70 90 100 110 120
1050 42 70 70 90 100 110 120
Notes: -
The pipe shoe height in the non-shadedarea of the above table shall be 100mm
The pipe shoe height in the shadedarea of the above table shalll be 150mm
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COLD CONSERVATION OR PERSONNEL PROTECTION COLD TABLE
Ref Doc No 60-0000-L-SPE-0010 Section 6.12 & 6.13
PIPE SIZE INSULATION THICKNESS
DNNPS
PERSONNELPROTECTION COLD
(PPC)COLD CONSERVATION (CI)
20 30 40 50 6025 1 30 40 60 60
40 1 30 40 50 60 70
50 2 30 40 50 60 70
80 3 30 40 50 60 70 80
100 4 30 40 50 60 70 80
150 6 30 40 50 60 80 90
200 8 30 40 50 70 80 100
250 10 30 40 50 70 80 100
300 12 30 40 50 60 70 90 100
350 14 30 40 50 60 70 90 100
400 16 30 40 50 60 70 90 100
450 18 30 40 50 60 70 90 110
500 20 30 40 50 60 70 90 110
600 24 30 40 50 60 70 90 110
650 26 30 40 50 60 70 90 110700 28 30 40 50 60 70 90 110
750 30 30 40 50 60 70 90 110
800 32 30 40 50 60 70 90 110
850 34 30 40 50 60 80 100 110
900 36 30 40 50 60 80 100 110
>900 >36 30 40 50 60 80 100 120
Notes: -
200HighShoe
100HighShoe
150HighShoe
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9. ALLOWABLE LOADS FOR NON-INSULATED PIPES, PIPE SHOES, PIPE ANCHORS& TRUNNIONS
The allowable loads for pipe shoes, pipe anchors and trunnions are listed in the pipesupport attachments. The allowable loads for non-insulated pipes with a design
temperature up to 50C are shown below: -
Allowable loads for Non-Insulated pipes resting on support steel
Max Allowable Load (KN)Pipes without a re-pad Pipes with a re-pad
Carbon SteelPipe Size
(")
c.a. = 1.5 c.a. = 3.0
Stain.Steel
c.a. = 1.0
CarbonSteel
All pipes
Stain.Steel
c.a. = 1.0
2 8.0 6.0 10.0 25.0 25.03 - 4 12.0 5.0 15.0 40.0 40.0
6 - 8 15.0 9.0 12.0 45.0 50.010 - 12 20.0 14.0 10.0 50.0 55.0
14 - 18 12.0 7.0 9.0 40.0 30.020 - 24 15.0 10.0 8.0 40.0 27.026 - 40 32.0 32.0
For lines that have higher design temperatures the tabulated loads shall be multiplied bythe temperature correction factor shown below: -
Temperature Correction Factor
Material Carbon Steel Stain. Steel
Grade A333 Gr 8 A671 CC 60 A312 TP316/L
Pipe Size 2" - 16" 18" - 36" 2" - 36"
50 1.00 1.00 1.00100 1.00 0.97 1.00150 1.00 0.94 1.00
200 1.00 0.92 0.96250 0.95 0.88 0.91
300 0.89 0.81 0.86
350 0.83 0.76 0.83TemperatureC
400 0.65 0.65 0.81
Unless noted otherwise, the maximum loads for non-insulated pipes, pipe shoes, pipeanchors and trunnions are based upon pipes with a 12.5% tolerance, a corrosionallowance of 3.0mm and pipe schedules of: -
2 Sch XS
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factorcorrectiontempttloadtabulatedloadAllowablet
p**
5.1
5.1
=
Where: - tpis the pipe thickness (less c.a. and tolerances) of the pipe in questionttis the pipe thickness (less c.a. and tolerances) of the pipe used to calculate thetables
Example
What is the maximum load that can be applied to an non-insulated 18 Sch 40 pipe
corrosion allowance = 3.0mm, design temp = 150C with out a re-pad.
18 Sch 40 pipe tp= (14.27 x 0.875) 3 = 9.49mm18 Sch 20 pipe tt= (7.92 x 0.875) 3 = 3.93mm
KNloadAllowable 3.3594.0*93.3
49.9*10
5.1
5.1
==
10. PROCEDURE FOR INSTALLATION OF ANCHOR BOLTS AND GROUTING OF BASEPLATES
The procedure for the installation of Anchor bolts and grouting of Base plates is included inthe following Guidelines that are issued into ProArc: -
60-0000-S-RLY-0006-01 SGP roads and paving layout settlement monitoringguidelines
60-0000-S-RLY-0006-02 SGP roads and paving layout 0200 Area settlementmonitoring guidelines
60-0000-S-RLY-0006-03 SGP roads and paving layout 0400 Area settlementmonitoring guidelines
60-0000-S-RLY-0006-04 SGP roads and paving layout 0700 Area settlementmonitoring guidelines
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ATTACHMENT A SHOES
SUPPORT TYPE SUPPORT NO SHEET NO REV
Standard Length Welded Shoe S1, S5, S9 A1, A2, A3 2Long Welded Shoe S2, S6, S10 A4, A5 2Long Welded Shoe S2, S6 A6, A7 4
Standard Clamped Shoe, pipe sizes - 6 S3, S7, S11 A8 3Standard Clamped Shoe, pipe sizes 8- 24 S3, S7, S11 A9 2
Long Clamped Shoe S4, S8, S12 A10, A11 2
PTFE for Pipe Shoes S19 A12, A13 2Standard Clamped Shoe for Stainless Steel PipesSizes - 6
S103, S107,S111
A14 2
Standard Clamped Shoe for Stainless Steel PipesSizes 8- 32
S103, S107,S111
A15 3
Long Clamped Shoe for Stainless Steel Pipes, pipesizes - 6
S104, S108,S112
A16 2
Long Clamped Shoe for Stainless Steel Pipes, pipesizes 8- 24
S104, S108,S112
A17 3
Isolator Pad for Stainless Steel Pipes S113 A18 3Pick-Up Support for 3 and below Insulated Pipes S114 A19 2
Pick-Up Support for 3 and below Uninsulated Pipes S115 A20 2Packing Plates for gaps up to 20mm PK1 A21, A22 3
Packing Support for gaps 21 to 60mm for pipes withguides
PK2 A23 2
Packing Support for gaps 21 to 60mm withoutguides. Pipe sizes 42 and below
PK3 A24 3
Packing Support for gaps 61 to 80mm PK4, PK5 A25, A26 2
PTFE for Long Pipe Shoes S20 A27, A28 2
Pipe Shoe for SECT Traced piping S21 A29 0
Long welded shoes for Pipe Specs 150H26 &150K26. Pipe sizes 36 40
S13, S14 A30, A31 0
Packing Support for gaps 21 to 60mm for 44 to 92pipes
PK3 A32 1
Stiffening Rings SR1, SR101 A33 0Double Pipe Shoe for SECT Traced piping S22 A34 0Puddle Flanges for Sump Covers PF1, PF101 A35 0
Shoe for Contra-Traced Piping S15 A36 0
ATTACHMENT B ANCHORS, GUIDES & VERTICAL PIPE SUPPORTS
SUPPORT TYPE SUPPORT NO SHEET NO REV
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Guide for Pipes 2 and smaller (2 or more Pipes) VG2 B13 2
Guide for 3- 6 Bare Pipes and - 6 InsulatedPipes
VG3 B14 2
4-Way Guide for 8- 24 Bare Pipes VG4 B15, B16 24-Way Guide for 8- 24 Insulated Pipes VG5, VG6 B15, B16 2
2-Way Guide for 4- 24 Bare Pipes VG7, VG8 B17, B18 22-Way Guide for 4- 24 Insulated Pipes VG9, VG10 B17, B18 2
Vertical Pipe Support, Cantilever VS1 B19 2Vertical Pipe Support, Braced Cantilever VS2 B20 2
Vertical Pipe Support and Guide, Horizontal Frame VS3 B21 2
Vertical Pipe Support, Braced Horizontal Frame VS4 B22 2Vertical Pipe Support from Vessels for pipe sizes 2-10
VS5 B23 2
Vertical Pipe Support from Vessels for pipe sizes 4-24
VS6 B24, B25 2
Rigid Strut with Trunnion and Clamp RS1 B26 2Rigid Strut with Shoe RS2 B27 2
Line stop for non-insulated Stainless Steel lines
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Horizontal Trunnion Allowable Loads T1 C3 2
Two Horizontal Trunnions from a Straight Pipe T2 C2, C3 2Horizontal Trunnion from an Elbow T3 C4 2
Non-Adjustable Base Supports BS1 C5 4Adjustable Base Supports BS2 C6, C7 2PTFE for Base Supports BS3 C8, C9 2
Base Anchor for Non-Adjustable Support BA1 C10 2Base Anchor for Adjustable Support BA2 C11 2
Base Guide for Non-Adjustable Support BG1 C12 3
Base Guide for Adjustable Support BG2 C13 3
Base Plate from grade BP C14 3Non-Adjustable Base Support from grade in non-paved areas
BS4 C15 4
Base Plate from steelwork BPS C16 2
Allowable loads for horizontal trunnions from elbows T3 C17 2Non Adjustable Base Support from a Civil DesignedFoundation
BS5 C18 4
Small Non-adjustable Base Support from existingsteel
BS6 C19 4
Two Horizontal Trunnions from a Straight Pipe forpipe sizes 48 and larger
T2 C20 0
ATTACHMENT D HANGERS & SPRINGS
SUPPORT TYPE SUPPORT NO SHEET NO REV
Hanger with 2-Bolt Clamp for Bare Pipes (LightLoad)
HR1 D1, D2 2
Hanger with 2-Bolt Clamp for Bare Pipes (Heavy
Load) HR2 D1, D2 2Hanger with Lug for Bare Pipes (Light Load) HR3 D1, D2 2Hanger with 3-Bolt Clamp for Insulated Pipes (LightLoad)
HR4 D3, D4 2
Hanger with 3-Bolt Clamp for Insulated Pipes (HeavyLoad)
HR5 D3, D4 2
Hanger with 2-Bolt Clamp for Bare Pipes (LightLoad)
HR6 D5, D6 2
Hanger with 2-Bolt Clamp for Bare Pipes (Heavy
Load) HR7 D5, D6 2Hanger with Lug for Bare Pipes (Light Load) HR8 D5, D6 2
Hanger with 3-Bolt Clamp for Insulated Pipes (LightLoad)
HR9 D7, D8 2
Hanger with 3-Bolt Clamp for Insulated Pipes (HeavyLoad)
HR10 D7, D8 2
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Hanger with 2-Bolt Clamp for Bare Stainless Steel
Pipes (Heavy Load) HR107 D13, D14 2Hanger with 3-Bolt Clamp for Insulated StainlessSteel Pipes (Light Load)
HR109 D15, D16 2
Hanger with 3-Bolt Clamp for Insulated StainlessSteel Pipes (Heavy Load)
HR110 D15, D16 2
Trapeze Hangers TH D17 2
Spring Hanger from underside of steel for Bare Pipes SH1 D18 2
Spring Hanger from underside of steel for InsulatedPipes
SH2 D18 2
Spring Hanger from top of steel for Bare Pipes SH3 D19 2Spring Hanger from top of steel for Insulated Pipes SH4 D19 2
Trapeze Spring Hanger from underside of steel SH5 D20 2Trapeze Spring Hanger from top of steel SH6 D21 2Trapeze Spring Hanger from underside of steel(Springs Underneath Pipe)
SH7 D22 2
Pedestal Spring SH8 D23 2
Constant Spring Hanger from underside of steel forAll Pipes
SH11, SH12 D24 2
Constant Spring Hanger from top of steel for AllPipes
SH13, SH14 D25 2
Trapeze Constant Spring Hanger from underside ofsteel
SH15, SH16 D26 2
Trapeze Constant Spring Hanger from top of steel SH17, SH18 D27 2
Pedestal Constant Springs SH19, SH20 D28 2Spring Hangers from Top of Steel to Elbow Hanger SH9 D29 2
Spring Hangers for Cold Insulated Pipes SH21, SH22 D30 0Spring Hangers from Underside of Steel to PipeElbow
SH10 D31 0
Spring Hangers from Underside of Steel to Pipe Lug SH23 D32 0
Spring Hangers from Top of Steel to Pipe Lug SH24 D33 0Horizontal Pipe Support - Single Bank PS15 D34 0
ATTACHMENT E STRUCTURAL SUPPORTS
SUPPORT TYPE SUPPORT NO SHEET NO REVT-Post from structure P1 E1 2Post with Square Plate from structure P2 E2 2
Cantilevered Post from structure P3 E3 2Goal Post from structure P4 E4, E5 2Post from structure P5 E6 2
Welded Cantilevered Post from structure P6 E7 2
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Beams Welded to Beams P34, P35, P36 E22, E23 2
Cantilevered Beams P37, P38, P39 E24, E25 2T-Post from new paving P41 E26 3
Post with Square Plate from new paving P42 E27 2Cantilevered Post from new paving P43 E28 3Goal Post from new paving, pipe sizes 2 P44 E29 3
Goal Post from new paving, pipe sizes 3 P44 E30 2Post from new paving P45 E31 2
Welded Cantilevered Post from new paving P46 E32 2T-Post for un-paved areas P51 E33 2
Post with Square Plate for un-paved areas P52 E34 2Cantilevered Post for un-paved areas P53 E35 2Goal Post for un-paved areas, pipe sizes 2 P54 E36, 2
Goal Post for un-paved areas, pipe sizes 3 P54 E37 3Post for un-paved areas P55 E38 3
Welded Cantilevered Post for un-paved areas P56 E39 3T-Post from structure or grade for Utility stations P60 E40 3Support for utility stations from platforms P61 E41 2
Cantilever Support for utility stations P62 E42 2Support for Steam Trap Manifolds P63 E43 2
Base Plate for Cantilever to Concrete P20 E44 3T-Post for un-paved areas P71 E45 3
Post with Square Plate for un-paved areas P72 E46 3Cantilevered-Post for un-paved areas P73 E47 3Goal Post for un-paved areas P74 E48 3
Post for un-paved areas P75 E49 3
Welded Cantilevered Post for un-paved areas P76 E50 3
T-Post for use in Caustic Sump P64 E51 0
ATTACHMENT F SMALL BORE & ANCILLARY SUPPORTS
SUPPORT TYPE SUPPORT NO SHEET NO REV
Base Support and Guide from Steel for horizontalpipes
SB1, SB2 F1 2
Base Support and Guide from Grade for horizontalpipes
SB3, SB4 F2 4
Base Support from Steel for vertical pipes SB5 F3 2Base Support from Grade for vertical pipes SB6 F4 4Support and Guide from adjacent Steel for verticalpipes
SB7 F5 2
Support from adjacent Steel for vertical pipes SB8 F6 2Guide for vertical pipes SB9 F7 2Base Support and Guide from Steel for horizontal
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SPECIFICATION FOR PIPE SUPPORTS DOC . : 60-0000-L-SPE-0002Rev. 4
Steel pipes
Guide for vertical Stainless Steel pipes SB109 F14 22-Bolt Pipe Clip, Light Load PC1 F15, 2
2-Bolt Pipe Clip, Heavy Load PC2 F15, 22-Bolt Pipe Clip, Dimensions PC1, PC2 F16 33-Bolt Pipe Clip, Light Load PC3 F17, F18 2
3-Bolt Pipe Clip, Heavy Load PC4 F17, F19 22-Bolt Pipe Clip, Light Load for Stainless Steel pipes PC101 F20, F21 3
2-Bolt Pipe Clip, Heavy Load for Stainless Steelpipes
PC102 F20, F21 3
3-Bolt Pipe Clip, Light Load for Stainless Steel pipes PC103 F22, F23 23-Bolt Pipe Clip, Heavy Load for Stainless Steelpipes
PC104 F22, F24 2
U-Bolt Guide UG F25 2U-Bolt Anchor UA F26 2Clevis CLL, CLR F27 2
Turnbuckle TB F28 2Weldless Eye Nut WENL, WENR F29 2
Threaded Rod RA, RB, RC F30 2Lug L F31 2
Cradle for Shoes and AnchorsC1, C2, C3,C101, C102,C103
F32, F33 4
Full Encirclement padC4, C5, C6,C104, C105,C106
F34, F35 2
Insulated U-Bolt Anchor for Stainless Steel Pipes UA101 F36 3Insulated U-Bolt Guide for Stainless Steel Pipes UA102 F37 3Lifting Lugs for Piping Break-Out Spools from anelbow
LL1 F38 4
Lifting Lugs for Piping Break-Out Spools from pipe LL2 F39 4
Gusset Supports
GSW1,GSW101,GSB1,GSB101
F40, F41 1
Cradle for Anchors on Concrete sleepersC7, C8, C107,
C108
F42 0
Lifting Lugs for Piping Break-Out Spools from anelbow, Large Bore Piping
LL1 F43 0
Lifting Lugs for Piping Break-Out Spools fromStainless Steel pipe
LL102 F44 0
U-Bolt Guide for pipes in the Caustic Sump UG301 F45 0U-Bolt Anchor for pipes in the Caustic Sump UB301 F46 0
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Pipe Support Foundation Loading Graph F8N-1, F8N-2 G3 2
Augered Pile, Pipe Support Foundation for weldedPosts in non-paved areas (Light loads)
F9-1 G4, G5 3
Augered Pile, Pipe Support Foundation for weldedPosts in non-paved areas (Heavy loads)
F9-2, G6, G7 3
Augered Pile, Pipe Support Foundation for trunnionor Base supports in non-paved areas (Light loads)
F9-4 G8, G9 3
Augered Pile, Pipe Support Foundation for trunnionor Base supports in non-paved areas (Heavy loads)
F9-5 G10, G11 2
Pipe Support Baseplate on a Civil Foundation or
Pipe Support foundation F9-6,F9-7 & F9-8 F8N3 G12 4Pipe Support Baseplate on a Civil Foundation orPipe Support foundation F9-6,F9-9 & F9-10
F8N4 G13 3
Pipe Support foundation for non paved areas for 2" &3" trunnions and welded posts HEA 100
F9-6 G14 2
Pipe Support foundation for non paved areas for 4" &6" trunnions
F9-7 G15 2
Pipe Support foundation for non paved areas for 8",10& 12" trunnions
F9-8 G16 2
Pipe Support foundation for non paved areas forwelded posts HEA 160 & HEA 200
F9-9 G17 2
Pipe Support foundation for non paved areas forSmall Bore Pipe Supports and 70 x 8 Angle Posts
F9-10 G18 2
ATTACHMENT H COLD SUPPORTS & ANTI VIBRATION SUPPORTS
SUPPORT TYPE SUPPORT NO SHEET NO REV
Cold Shoe, Standard Length CS1 H1 2Cold Shoe, Long CS2 H2 2Cold Double Shoe, Standard Length CS3 H3 2
Anchor Shoe CAS1 H4 2Directional Anchor CDA1 H5 2
Non-Adjustable Hanger CH1 H6, H7 2Base Support CBS1 H8 2Trunnion Support CTS1 H9 3
4-Directional Vertical GuideCVG1, CVG2,
CVG3
H10, H11 2
2-Directional Vertical GuideCVG4, CVG5,CVG6
H12, H13 2
Hold Down Support for Non-Insulated Piping HD1H14, H15,H16
2
Hold Down Guide for Non-Insulated Piping HD2 H17, H18 2
Hold Down Support for Insulated Piping HD3 H19 H20 2
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Vertical Supports & Guides and SS & Galvanised Steel Line Stops J3A 2
Vertical Supports & Guides and SS & Galvanised Steel Line Stops J3B 0
Base Supports & Trunnions J4 2
Hangers J5 1
Spring Hangers J6A 2
HVAC Piping J6B 0
Posts, Cantilevers, Brackets & Beams welded to Structural Steel J7, J8 1
Posts, Cantilevered Posts & Utility Supports from Grade J9, J10 1
Small Bore Supports, Lugs & Cradles J11A 2
Small Bore Supports, Lugs & Gussets J11B 0
Pipe Support Foundations J12 1
Cold Supports & Anti-vibration Supports J13 1
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Beam shall be cut
longitudinally to form shoe.
Support Pipe Size Dimension Mark No 1 M.T.O.
Type H Length
S1 " - 6" 100 IPE 200 150
Max Vertical
Load (KN)
100300
H
= =
1
N
NOTE- Where shoes are located on vertical
pipes (e.g. Support Nos VG1 - VG10) the
orientation of the shoe shall be added to the
"Fabrication Orientation" field of the PDS form.
Fabrication
Orientation Angle
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Pipe Mark No 1 M.T.O. M.T.O. Mark No 2 M.T.O.
Size Length Area (cm) Area (cm) A B H8,10 300 x 10 290 364 200
12,14 Thk 340 10 Thk 504 250 10
16,18 Plate 390 Plate 644 300 100
20,22 12 Thk 1320 784 350 12
24 Plate 1470 924 400
Pipe Mark No 1 M.T.O. M.T.O. Mark No 2 M.T.O.
Size Length Area (cm) Area (cm) A B H
8,10 300 x 10 340 494 20012,14 Thk 390 10 Thk 684 250 10
16,18 Plate 440 Plate 874 300 150
20,22 12 Thk 1470 1064 350 1224 Plate 1620 1254 400
Pipe Mark No 1 M.T.O. M.T.O. Mark No 2 M.T.O.
Size Length Area (cm) Area (cm) A B H
8,10 300 x 10 240 234 200
12,14 Thk 290 10 Thk 324 250 1016,18 Plate 340 Plate 414 300 50
20,22 12 Thk 1170 504 350 1224 Plate 1320 594 400
Pipe Size
Support No S9
Dimension
Max Vertical Load (KN)
Bare pipes Pipes with a re-pad
Dimension
Support No S1
Support No S5
Dimension
300
H
= =
20
(typ)
A
30
(typ)
1
2
B
Cradle if required
refer to Support C1
NOTE- Where shoes are located on
vertical pipes (e g Support Nos
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Pipe Mark No 1 M.T.O. Mark No 2 M.T.O. Mark No 3 M.T.O.
Size Length Area (cm) Area (cm) A H
26 510 1452 1948 649
28 536 1642 2080 693
30 561 1843 2212 737
32 300 x 10 586 10 Thk 2056 12 Thk 2344 781 100
34 Thk 612 Plate 2280 Plate 2476 82536 Plate 637 2514 2608 869
38 663 2760 2740 913
40 688 3017 2872 957
Pipe Mark No 1 M.T.O. Mark No 2 M.T.O. Mark No 3 M.T.O.
Size Length Area (cm) Area (cm) A H
26 610 1737 1948 649
28 636 1949 2080 693
30 661 2172 2212 737
32 300 x 10 686 10 Thk 2407 12 Thk 2344 781 150
34 Thk 712 Plate 2652 Plate 2476 825
36 Plate 737 2909 2608 869
38 763 3177 2740 913
40 788 3456 2872 957
Support No S1
Dimension
Support No S5
Dimension
H
300
= =
12Cradle is
Mandatory
Ref Sup't
No C1
50
(typ)
10
1
2
3
A
24
30
30
(typ)
10
(typ)
= =
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Support Pipe Size Dimension Mark No 1 M.T.O.Type H Length
S2 " - 6" 100 IPE 200 250
S6 " - 6" 150 IPE 200 500
S10 " - 6" 50 IPE 200 250
Max VerticalLoad (KN)
40.0
500
H
100= =
1
25
Cut Notch into
the Shoe
Seal Weld Notch to prevent
Crevice corrosion
20
Beam shall be cut
Longitudinally to form Shoe
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Pipe Mark No 1 M.T.O. Mark No 2 M.T.O.
Size Area (cm) Area (cm) A B H8,10 1450 364 200
12,14 10 Thk 1700 10 Thk 504 250 10
16,18 Plate 1950 Plate 644 300 100
20,22 12 Thk 2200 784 350 12
24 Plate 2450 924 400
Pipe Mark No 1 M.T.O. Mark No 2 M.T.O.
Size Area (cm) Area (cm) A B H8,10 1700 494 200
12,14 10 Thk 1950 10 Thk 684 250 10
16,18 Plate 2200 Plate 874 300 150
20,22 12 Thk 2450 1064 350 12
24 Plate 2700 1254 400
Pipe Mark No 1 M.T.O. Mark No 2 M.T.O.
Size Area (cm) Area (cm) A B H
8,10 1200 234 200
12,14 10 Thk 1450 10 Thk 324 250 10
16,18 Plate 1700 Plate 414 300 50
20,22 12 Thk 1950 504 350 12
24 Plate 2200 594 400
Dimension
Support No S10
Dimension
Dimension
Support No S2
Support No S6
500
H
= =
20
(typ)A
30
B
(typ)
25
1
2
Cut Notch into
the Shoe
Seal WeldNotch to
prevent
Crevice
corrosion
20
Cradle if required
refer to Support C2
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 4
A
N = No of Gusset
Plates (Type
Shown N = 1)
Gusset Plates
are to be evenly
spaced.
30
(typ)
W
(typ)
= =
6
1
3
2
H
Cradle is
mandatory
Ref Support
No C2
Seal Weld
Notch
to prevent
Crevice
corrosion
180
Cut Notches
into the Shoe500
T
50 for other pipe sizes
=== =
25(typ)
W
Welding Boss Layout - Required for Pipe Sizes 44", 60", 68" & 70" only
75 for pipe sizes
44",60",68"& 70"
3.2
15.9
19
" - 13 UNC x "(12.7mm) deep thread
BOSS DETAIL
4
Stiffening Ringwhere required
Profile to
Suit
XY
Stiffening Ring required for pipes 44" and larger
for Pipe Specs 150H26, 150K26 & 150P26
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 4
Support Pipe No ofType Size H T (Deg) Gussets NS2 26 - 40 100 12 10 30 0S6 26 - 40 150 12 10 30 0S6 42 - 70 150 15 12 15 1
- 15 15 3
Support Pipe Totalype ze engS6 44 24 19S6 60 25 21.5 200
, .
NOTE - Welding Bosses to be supplied by vendor
Support Pipe Mark No 1 M.T.O. Mark No 2 M.T.O. Mark No 3 M.T.O. Dim'no ze rea cm rea cm rea cm
26 2551 1452 3246 64928 2678 1642 3466 69330 2805 1843 3686 737
S2 32 10 Thk 2932 10 Thk 2056 12 Thk 3906 78134 Plate 3059 Plate 2280 Plate 4126 82536 3186 2514 4346 86938 3313 2760 4566 91340 3440 3017 4786 95726 3051 1737 3246 649
28 3178 1949 3466 69330 3305 2172 3686 737
S6 32 10 Thk 3432 10 Thk 2407 12 Thk 3906 78134 Plate 3559 Plate 2652 Plate 4126 82536 3686 2909 4346 86938 3813 3177 4566 91340 3940 3456 4786 95742 6103 5335 5549 111044 6293 5783 5795 115946 6484 6249 6040 120848 6674 6733 6285 125752 12 Thk 7056 12 Thk 7753 6776 135554 Plate 7246 Plate 8290 7021 140456 7437 8844 7267 1453
S6 60 7818 10006 15 Thk 7758 155264 8199 11239 Plate 8248 165066 8390 11881 8494 169968 8580 12542 8739 174870 8771 13220 8984 179772 10605 13916 9230 184676 11038 15360 9720 194480 15 Thk 11472 15 Thk 16875 10211 204284 Plate 11906 Plate 18461 10702 214088 12339 20117 11193 223992 12773 21845 11683 2337
Support Pipe Pipe AreaType Spec Size X Y (cm)
44 80 280948 80 306552 80 3320
150H26 54 100 4310S6 and 60 12 100 4788
150K26 68 100 542770 100 5586
12 ThkPlate
Dimension
Angle (Deg)
19 dia round barWelding Bosses
Mark No 5
Dimensions Mark No.4
Welding Boss Details - Required for Pipe Sizes 44", 60", 68" & 70" only
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 3
Support Pipe Size Dimension Mark No 1 M.T.O. Mark No 2 No Off
No H Length
S3 " - 6" 100 IPE 200 150 Pipe Clip 2
S7 " - 6" 150 IPE 200 300 No PC1 2
S11 " - 6" 50 IPE 200 150 2
300
H
= =1
2
100
Clamps shall be horizontal
for pipes " - 2"
Clamps shall be at 45for pipes 3" - 6"
10
(typ)
Beam shall be cut
longitudinally to form Shoe
45o
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Pipe Mark M.T.O. M.T.O. Mark M.T.O. Mark No 3
Size No 1 Length Area (cm) No 2 Area (cm) (2 Off) A B H
8,10 300 x 10 290 364 200
12,14 Thk 340 10 Thk 504 Pipe 250 10
16,18 Plate 390 Plate 644 Clip 300 100
20,22 12 Thk 1320 784 No PC1 350 12
24 Plate 1470 924 400
Pipe Mark M.T.O. M.T.O. Mark M.T.O. Mark No 3
Size No 1 Length Area (cm) No 2 Area (cm) (2 Off) A B H
8,10 300 x 10 340 494 200
12,14 Thk 390 10 Thk 684 Pipe 250 10
16,18 Plate 440 Plate 874 Clip 300 150
20,22 12 Thk 1470 1064 No PC1 350 12
24 Plate 1620 1254 400
Pipe Mark M.T.O. M.T.O. Mark M.T.O. Mark No 3
Size No 1 Length Area (cm) No 2 Area (cm) (2 Off) A B H
8,10 300 x 10 240 234 200
12,14 Thk 290 10 Thk 324 Pipe 250 10
Support No S3
Support No S7
Support No S11
Dimension
Dimension
Dimension
300
H
= =
A
30
(typ)
B
3
2
110
(typ)
45o
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Support Pipe Size Dimension Mark No 1 M.T.O. Mark No 2 No Off
Type H Length
S4 " - 6" 100 IPE 200 250 Pipe Clip 2
S8 " - 6" 150 IPE 200 500 No PC1 2
500
H
= =
100
1
2
Clamps shall be horizontal
for pipes " - 2"
Clamps shall be at 45
for pipes 3" - 6"
10
(typ)
Beam shall be cut
longitudinally to form shoe
45o
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Pipe Mark Area Mark Area Mark No 3
Size No 1 (cm) No 2 (cm) (2 Off) A B H
8,10 1450 364 200
12,14 10 Thk 1700 10 Thk 504 Pipe 250 10
16,18 Plate 1950 Plate 644 Clip 300 100
20,22 12 Thk 2200 784 No PC1 350 12
24 Plate 2450 924 400
Pipe Mark M.T.O. Mark M.T.O. Mark No 3
Size No 1 Area (cm) No 2 Area (cm) (2 Off) A B H
8,10 1700 494 200
12,14 10 Thk 1950 10 Thk 684 Pipe 250 10
16,18 Plate 2200 Plate 874 Clip 300 150
20,22 12 Thk 2450 1064 No PC1 350 12
24 Plate 2700 1254 400
Pipe Mark M.T.O. Mark M.T.O. Mark No 3
Size No 1 Area (cm) No 2 Area (cm) (2 Off) A B H
8,10 1200 234 200
12,14 10 Thk 1450 10 Thk 324 Pipe 250 10
16,18 Plate 1700 Plate 414 Clip 300 50
Dimension
Support No S4
Support No S12
Dimension
Support No S8
Dimension
500
H
= =
A
30t
B
3
2
110
(typ)
45o
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TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Note: - For PTFE details and installation instructions refer to Spec No 60-0000-L-SPE-1003
Pipe Area No Off Dimension
Size (cm) A
" - 6" 5 Thk Polished Stainless 180 PTFE pad Type A. 1 90
8 Steel Plate ASTM-A-240 260 PTFE pad Type A. 1 130
10 - 14 Type 316 or Equivalent. 360 PTFE pad Type B. 1 180
16 - 24 560 PTFE pad Type C. 1 280
Mark No 1 Mark No 2
5
200 A
1
2
17
= = = =
Existing Shoe Type S1 - S8
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TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Note: - For PTFE details and installation instructions refer to Spec No 60-0000-L-SPE-1003
Pipe Area No Off Dimension
Size (cm) A
26 - 40 5 Thk Polished Stainless 880 PTFE pad Type C. 2 220
42 - 88 Steel Plate ASTM-A-240 1800 PTFE pad Type D. 2 300
Type 316 or Equivalent.
Mark No 1 Mark No 2
1
2
= =
17
200
5
= =(typ)
220(typ)
Existing Shoe Type S1 - S10
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Support Pipe Size Dimension Mark No 1 M.T.O. Mark No 2 No Off
No H Length
S103 " - 6" 100 IPE 200 150 Pipe Clip 2
S107 " - 6" 150 IPE 200 300 No PC101 2
S111 " - 6" 50 IPE 200 150 2
300
H
= =1
2
100
Clamps shall be horizontal
for pipes " - 2"
Clamps shall be at 45for pipes 3" - 6"
10
(typ)
Beam shall be cut
longitudinally to form Shoe
Isolation Strip
45o
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT N 571500
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002Rev. 3
Pipe Mark M.T.O. M.T.O. Mark M.T.O. Mark No 3Size No 1 Length Area (cm) No 2 Area (cm) (2 Off) A B H
8,10 300 x 10 290 364 200
12,14 Thk 340 504 250 10
16,18 Plate 390 10 Thk 644 Pipe 300
20,22 12 Thk 1320 Plate 784 Clip 350 100
24, 26 Plate 1470 924 No PC101 400 12
28, 30 1770 1204 50032 15 Thk Plt 1920 15 Thk Plt 1344 550 15
Pipe Mark M.T.O. M.T.O. Mark M.T.O. Mark No 3
Size No 1 Length Area (cm) No 2 Area (cm) (2 Off) A B H
8,10 300 x 10 340 494 200
12,14 Thk 390 684 250 10
16,18 Plate 440 10 Thk 874 Pipe 300
20,22 12 Thk 1470 Plate 1064 Clip 350 150
24, 26 Plate 1620 1254 No PC101 400 12
28, 30 1920 1634 500
32 15 Thk Plt 1920 15 Thk Plt 1824 550 15
Pipe Mark M.T.O. M.T.O. Mark M.T.O. Mark No 3
Size No 1 Length Area (cm) No 2 Area (cm) (2 Off) A B H
8,10 300 x 10 240 234 200
12,14 Thk 290 324 250 10
Support No S103
Support No S107
Support No S111
Dimension
Dimension
Dimension
300
= =
A
30
(typ)
3
2
110
(typ)
45o
Isolation Strip
H B
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Support Pipe Size Dimension Mark No 1 M.T.O. Mark No 2 No Off
Type H Length
S104 " - 6" 100 IPE 200 250 Pipe Clip 2
500
H
= =1
2
100
Clamps shall be horizontal
for pipes " - 2"
Clamps shall be at 45
for pipes 3" - 6"
10
(typ)
Beam shall be cut
longitudinally to form Shoe
Isolation Strip
45o
-
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 3
Pipe Mark Area Mark Area Mark No 3
Size No 1 (cm) No 2 (cm) (2 Off) A B H
8,10 1450 364 200
12,14 10 Thk 1700 504 Pipe 250 10
16,18 Plate 1950 10 Thk 644 Clip 300 100
20,22 12 Thk 2200 Plate 784 No PC101 350
24 Plate 2450 924 400 12
30 2950 1204 500
Pipe Mark M.T.O. Mark M.T.O. Mark No 3
Size No 1 Area (cm) No 2 Area (cm) (2 Off) A B H
8,10 1700 494 200
12,14 10 Thk 1950 684 Pipe 250 10
16,18 Plate 2200 10 Thk 874 Clip 300 150
20,22 12 Thk 2450 Plate 1064 No PC101 350
24 Plate 2700 1254 400 12
30 3200 1634 500
Pipe Mark M.T.O. Mark M.T.O. Mark No 3
Size No 1 Area (cm) No 2 Area (cm) (2 Off) A B H
8,10 1200 234 200
12,14 10 Thk 1450 324 Pipe 250 10
Dimension
Support No S104
Support No S112
Dimension
Support No S108Dimension
500
H
= =
A
30(typ)
B
3
2
1
10
(typ)
Isolation Strip
45o
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 3
Pipe Size 'A'
" 34
" 42
1" 50
1" 75
2" 95 Isolator Pad 500 Lg. 20mm Wide St. Stl.
3" 140 cut from 2mm thk. Bands- 2 off 4" 180 PTFE sheet
6" 265
8" 345
10" 430
12" 510
NOTES
1- Maximum operating temp of pipe = 150C
2- For pipes 14" and larger or pipes with an operating temp greater than 150C use a
cradle C101 or C102
3- PTFE sheet can be site trimmed to avoid clashes with elbow, flanges etc.
However it shall be ensured that none of the pipe is in direct contact the the
supporting steelwork
Mark No.1 Mark No.2
180o
'A'
500
2
1
Pipe Size
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Size Code Dimn 'L' Mark No.1
A 700B 1000
Total Length
70x70x8L7001000
1
150 600
max.
L
Field
Weld
Alternative angle position
for pipe sizes 26"
and above
Supporting pipe 8" NB
minimumSupported pipe 3" NB
maximum
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Size Code Dimn 'L' Mark No.1 Mark No.2 Area (cm2)
A 700 8 Thk.
B 1000 Plate
Total Length
70x70x8L700
4001000
Supporting pipe 8" NB
minimum
1
150 600
max.
L
Supported pipe 3" NB
maximum
Field Weld
Typ.2
50 50
8100
200
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 3
A (Maximum= =
A
20
PIPES WITH SHOES & GUIDES
PIPE SIZE 6"
Packing plate
for gaps 20mm
or less. Material
shall be site
supplied
A
20
(typ)
A
A
min(typ)
Packing plate
for gaps 20mm
or less. Material
shall be site
supplied
A
A
min(typ)
Packing plate
for gaps 20mm
or less. Material
shall be site
supplied
A
Packing plate
for gaps 20mm
or less. Material
shall be site
supplied
A
min
(typ) A
PIPES WITH SHOES & GUIDES
PIPE SIZE 4"
PIPES WITH GUIDES ONLY
PIPE SIZE 16"
PIPES WITH GUIDES ONLY
PIPE SIZE 14"
20
(typ)
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 3
Pipe Size L
" - 6" 120
8" - 14" 250
16" - 24" 400
26" - 42" 600
A (Maximum= =
A
20
A
Packing plate
for gaps 20mm
or less. Material
shall be sitesupplied
A
Packing plate
for gaps 20mm
or less. Material
shall be site
supplied
A
A
PIPES WITH SHOES ONLY
ALL SIZES
PIPES WITHOUT SHOES OR GUIDES
ALL SIZES
L
10
(typ)
-
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Pipe Support Dimension Mark No 1
Size No L
" - 4" PK2-A 250
6" - 10" PK2-B 400
12" - 24" PK2-C 600 UPN 160
26" - 30" PK2-D 1000
36" - 40" PK2-E 1200
42" PK2-F 1500
Pipe Support Dimension Mark No 1
Size No L
" - 4" PK2-G 250
6" - 8" PK2-H 400 UPN 160
10" - 14" PK2-J 600
Pipe Support Dimension Mark No 1
Size No L
16" - 24" PK2-K 600
26" - 32" PK2-L 800 UPN 160
34" - 42" PK2-M 1000
L
A
A
= =
160gap
between
21 and
10
L
10
A
A
1
1
NOTE Check length of channel for potential clash
L
20
A
A
1
(typ)
Site trim to suit
Site trim to suit
Site trim to suit
-
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 3
Pipe Support Dimension Mark No 1
Size No L
" - 6" PK3-A 120
8" - 14" PK3-B 250
16" - 24" PK3-C 400 UPN 160
26" - 34" PK3-D 600
36" - 42" PK3-E 800
Pipe Support Dimension Mark No 1
Size No L
" - 6" PK3-F 120
8" - 14" PK3-G 250 UPN 160
16" - 24" PK3-H 400
26" - 42" PK3-J 600
UPN 160
Site trim flanges and
field weld to suit gap
= =
160gap
between
21 and
60 mm
L
10
A
A
L
A
A
1
1
Site trim to suit
Site trim to suit
(typ)
= =
NOTE - Check length of channel for potential clash
with neighbouring pipe or guide before welding.
Site trim to dimensions shown if necessary
-
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Pipe Support Dimension Mark No 1
Size No L
" - 4" PK4-A 250
6" - 10" PK4-B 400
12" - 24" PK4-C 600 UPN 240
26" - 30" PK4-D 1000
36" - 40" PK4-E 1200
42" PK4-F 1500
Pipe Support Dimension Mark No 1
Size No L
" - 4" PK4-G 250
6" - 8" PK4-H 400 UPN 240
10" - 14" PK4-J 600
Pipe Support Dimension Mark No 1
Size No L
16" - 24" PK4-K 600
26" - 32" PK4-L 800 UPN 240
34" - 42" PK4-M 1000
L
A
A
= =
240gap
between
61 and
10
L
10
A
A
1
1
L
20
A
A
1
(typ)
(typ)
(typ)
Site trim to suit
Site trim to suit
Site trim to suit
NOTE Check length of channel for potential clash
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Pipe Support Dimension Mark No 1
Size No L
" - 6" PK5-A 120
8" - 14" PK5-B 250
16" - 24" PK5-C 400 UPN 240
26" - 34" PK5-D 600
36" - 42" PK5-E 800
Pipe Support Dimension Mark No 1
Size No L
" - 6" PK5-F 120
8" - 14" PK5-G 250 UPN 240
16" - 24" PK5-H 400
26" - 42" PK5-J 600
= =
240gap
between
61 and
80 mm
L
10
A
A
L
A
A
1
1
(typ)
= =
NOTE - Check length of channel for potential clash
with neighbouring pipe or guide before welding.
Site trim to dimensions shown if necessary.
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Note: - For PTFE details and installation instructions refer to Spec No 60-0000-L-SPE-1003
Pipe Area No Off Dimension
Size (cm) A
" - 6" 5 Thk Polished Stainless 360 PTFE pad Type A. 1 90
8 Steel Plate ASTM-A-240 520 PTFE pad Type A. 1 130
10 - 14 Type 316 or Equivalent. 720 PTFE pad Type B. 1 180
16 - 24 1120 PTFE pad Type C. 1 280
Mark No 1 Mark No 2
5
400 A
1
2
17
= = = =
Existing Shoe Type S2,S6,S10
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Note: - For PTFE details and installation instructions refer to Spec No 60-0000-L-SPE-1003
Pipe Area No Off Dimension
Size (cm) A
26 - 40 5 Thk Polished Stainless 1760 PTFE pad Type C. 2 22042 - 88 Steel Plate ASTM-A-240 3600 PTFE pad Type D. 2 300
Type 316 or Equivalent.
Mark No 1 Mark No 2
1
2
= =
17
400
5
= =(typ)
220
(typ)
Existing Shoe Type S2,S6,S10
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 0
45o
250 Max
Supporting steelwork
by others
300
150
= =
60 Thk
Pipe Insulation
Monolux Isolation
Block or equivalent.
150
SECT Heat tubes
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 0
H
Cradle is
Mandatory
Ref Support
No C2
N = No of Gusset
Plates (Type
Shown N = 1)
Gusset Plates
t b l
Seal Weld Notch to preventCrevice corrosion
180
Cut Notches into
the Shoe
500
X
T
25(typ)
=== =
W
A
30
(typ)
W
(typ)
= =
63
1
3
2
50(typ)
Stiffening Ring Required for
Pipes 36"- 40"
For Pipe Specs
Stiffening Ring
4
Profile to
Suit
Y
Stiffening Ring
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 0
Support Pipe Angle No ofType Size H T W (Deg) Gussets N
S13 36 - 40 100 12 10 30 0S14 36 - 40 150 12 10 30 0
Support Pipe Mark No 1 M.T.O. Mark No 2 M.T.O. Mark No 3 M.T.O. Dim'nType Size Area (cm) Area (cm) Area (cm) A
36 10 Thk 3186 10 Thk 2514 12 Thk 4346 869S13 38 Plate 3313 Plate 2760 Plate 4566 913
40 3440 3017 4786 95736 10 Thk 3686 10 Thk 2909 12 Thk 4346 869
S14 38 Plate 3813 Plate 3177 Plate 4566 91340 3940 3456 4786 957
Support Pipe Pipe AreaType Spec Size X Y (cm)
150H26 36 12 80 2298150K26 40 12 80 2554
S13/S1412 ThkPlate
Mark No.4Dimension
Dimension
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 1
Pipe Support Dimension Mark No 1 Mark No 2 No Off Total Area
Size No L (cm )
44" - 52" PK3-K 1400 3 30054" - 60" PK3-L 1600 10 Thk 3 300
64" - 68" PK3-M 1800 UPN 200 Stiffening 3 300
70" - 76" PK3-N 2000 Plate 3 300
78" - 84" PK3-P 2200 5 500
88" - 92" PK3-Q 2400 5 500
UPN 200
Site trim flanges
and stiffening plates.
Field weld to suit gap
A
AL
10
Site trim to suit
(typ)
1
View B-B
10 Thk Stiffening
Plate, to be welded
at 500 centres.= =
200
View A-A
gap
between
21 and
60 mm
2
(Centres of stiffening plates)
B B
500 500
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 0
Support Pipe Pipe AreaType Spec Size X Y (cm)
36 80 2500
40 80 2755
44 80 3010
48 80 3266
52 80 3521
54 100 4624
SR1 150H26 60 12 100 5103
and 64 100 5422
150K26 66 100 558168 100 5741
70 100 5901
76 100 6380
80 120 8114
84 120 8497
Plate
Dimensions Mark No.1
12 Thk
Stiffening Ring Required for
Pipe 36" and Above
For Pipe Specs
150H26, 150K26 & 150P26
for Pipes subjected to Vacuum
or where required by the
stress engineer
Stiffening Ring shall be
supplied in two halves
Stiffening Ring
X Y A
A
View A-A
1
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 0
250 Max
Supporting steelwork
by others
300
150
= =
60 Thk
Pipe InsulationMonolux Isolation
Block or equivalent.150
SECT Heat tubes
45o
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev 0
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Rev. 0
Support Pipe Mark No.1 Area
Type Size X Y (cm)
10 50 121
1 10 50 130
1 10 50 10 Thk 1542 10 50 Plate 173
PF1 3 10 50 218
4 10 50 258
6 12 50 12 Thk 342
8 12 50 Plate 423
10 15 50 15 Thk 507
12 15 50 Plate 588
Support Pipe Mark No.1 Area
Type Size X Y (NOTE -1) (cm) 10 50 121
1 10 50 130
1 10 50 10 Thk 154
2 10 50 Plate 173
PF101 3 10 50 218
Dimensions
Dimensions
Puddle Flange shall be
supplied in two halves
Puddle Flange
View A-A
1
Sump CoverPuddle Flange
Piping Nozzle
X
Y
A A
PF1Puddle Flange forCarbon Steel
Piping
PF101Puddle Flange for
Stainless Steel
Piping
NOTE -1
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60 0000 L SPE 0002
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 0
Pipe Mark No 1 M.T.O. Mark No 2 M.T.O. Mark No 3 M.T.O.
Size Length Area (cm) Area (cm) A H
300 x 10 10 Thk 12 Thk
28 Thk 536 Plate 1642 Plate 2080 693 100
Plate
Pipe
Size
10 Thk C.S. Plate.
28 Support as C1-28 except: -
Length =450, developed angle = 144
Pipe Size(")
28
Dimension
300.0
Max VerticalLoad (KN)
Mark No 4
H
300
= =
12
75
(typ)
10
1
A
(typ) (typ)
= =
2
3
18
30
30 104
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CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Pipe Mark No 1 AreaSize (cm)
- 4 10 Thk 200
Plate
Notes 1- Cradle is mandatory for stainless steel lines 2" - 4". Refer to Support No C3
2- For stainless steel lines " - 1" use Support No DA101
3- Cradles shall not be used for Carbon Steel lines
Maximum AnchorLoad (KN)
5.0
100
2 gap
(typ)
100 Do not weld this
face of shear lug.
Seal gap with
mastic after
welding.
1
Cradle for Stainless lines only
See Note 1
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Pipe Size
6 - 14
Pipe Size Mark No 1 Total Mark No 2 Area
Length (cm) A L H
6 712 495 165 160 178
8 150 x 10 736 10 Thk 600 200 160 184
10 Plate 752 Plate 690 230 160 188
12 792 810 270 160 198
14 824 900 300 160 206
Notes 1- Cradle is mandatory for stainless steel lines. Refer to Support No C3
No Cradle
15.0
Maximum Anchor Load (KN)
With Cradle
40.0
Dimensions
150
2 gap(typ)
L
1
4
gap
H
2= =
1010
A
75
Cradle if required
Ref. Support No C3
See Note 1
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Rev. 2
Pipe
Size
16 - 24
26 - 40
Pipe Size Mark No 1 Area Mark No 2 Area
(cm) (cm) A L T H
16 1125 1200 250 200 10 178
18 10 Thk 174
20 Plate 184
22 1350 1200 300 200 10 181
24 178
26 10 Thk 187
28 1575 Plate 1500 350 250 12 184
30 182
32 12 Thk 191
34 Plate 188
36 1800 1500 400 250 12 186
38 184
40 182
Dimensions
Maximum Anchor
Load (KN)
50.0
100.0
150
2 gap
(typ)
L
1 4
gap
2
= =
1010
A
75
TT1
H
Cradle is mandatory
Ref. Support No C3
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 4
H = 100 for Support No DA2
H = 150 for Support No DA3
Pipe
Size
- 4
Pipe Size Mark No 1 Mark No 2 Mark No 3 Area
DA2 DA3 DA2 DA3 (cm)
- 2 IPE 200 300 600 10 Thk 200
3 - 4 IPE 200 300 600 10 Thk Plt 200 300 Plate 200
Notes 1- Cradle is mandatory for stainless steel lines 2" - 4". Refer to Support No C103
2 F t i l t l li " 1" S t N DA102
Maximum Anchor
Load (KN)
12.0
Length Area (cm)
NOTE - Lugs shall be tack welded to the
shoe in the shop. The final weld shall be
made in the field.
100
100
15
(typ)
H
600
= =
25
80
1002 Gap(typ)
50(typ)
1
3
2
Do not weld
this side ofShear lug
Gusset plates
required on 3"
and 4" pipes
only
10
Cradle for Stainless lines only
See Note 1
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SPECIFICATION FOR PIPE SUPPORTS DOC N 60 0000 L SPE 0002
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
H = 100 for Support No DA2
H = 150 for Support No DA3
Pipe Size
6 - 8
10 - 24
Pipe
Size A L T W
6 - 8 150 600
10 200 600
12 250 700 1014 250 700 10
16 300 700
18 300 800
20 - 22 350 800 12
24 400 800
Pipe Dimension Mark No 1 DA2 DA3 Mark No 2 Area Mark No 3 Total
Size H Area (cm) Area (cm) (cm) Length
6 891 1326 900
8 891 1326 900 HEA 100 300
10 1086 1596 10 Thk 1200
12 (See 1371 2006 Plate 1750
14 Note 1) 10 Thk 1371 2006 1750 HEA 160 300
16 Plate 1566 2276 2100
18 1656 2416 2400
Dimension
Maximum Anchor Load (KN)
No Cradle With Cradle
25.0 100.0
50.0 200.0
30
(typ)
2
H
25
= = = =
2 Gap(typ)
T
L
150
35(typ)
Do not weld
this side of
Shear lug
(typ)
1
3
W
CutNotches
into
Anchor
20
Cradle ifrequired
Ref. Support
No C3 or C103.
Cradle is
mandatory for
SS pipes
NOTE - Lugs shall be tack welded to the
shoe in the shop. The final weld shall be
made in the field.
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 5
Stiffening Ring required for pipes 44" and larger
for Pipe Specs 150H26, 150K26 & 150P26
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Pipe
Size
26 - 92
Welding Boss Layout - Required for Pipe Size 60" & 70" only
Maximum Anchor
Load (KN)
400.0
N = No of Gusset
Plates.
Gusset Plates
are to be evenly
spaced
NOTE - Lugs shall
be tack welded to
the shoe in the shop.
The final weld shall
be made in the field.
6
A
30
(typ)
W
= =
(typ)
1
2
3
4
5
W
(typ)
20
D
6 Profile toSuit
X
75
75
H
Cradle is
Mandatory
Ref Support
No C3
T
80
(typ)
= = =
C
B(typ)
L
(typ)2 gap
25
W
Cut Notches
into Anchor
Y
for Pipe Specs 150H26, 150K26 & 150P26
3.2
15.9
19
" - 13 UNC x "
(12.7mm) deep thread
BOSS DETAIL
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 5
Support PipeType Size H T W C B L D
DA2 26 - 40 100 12 10 10 250 900 400
Dimension
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DA2 26 40 100 12 10 10 250 900 400DA3 26 - 40 150 12 10 10 250 900 400DA3 42 - 70 150 15 15 12 300 1000 500
- 15 15
Support Pipe Angle No of Support Pipe Mark No 5 Totalype ze eg usse s ype ze eng
DA2,DA3 26 - 40 30 0 WeldingDA3 42 - 70 15 1 DA3 70 Bosses 400
- 3 a ar
NOTE - Welding Bosses to be supplied by vendor
Support Pipe Mark No 1 Area Mark No 2 Area Mark No 3 Area Dimensionype ze cm cm cm
26 4592 1452 5843 64928 4820 1642 6239 693
30 5049 1843 6635 737DA2 32 10 Th 5278 10 Th 2056 12 Th 7031 781
34 Plate 5506 Plate 2280 Plate 7427 82536 5735 2514 7823 86938 5963 2760 8219 91340 6192 3017 8615 95726 5492 1737 5843 64928 5720 1949 6239 69330 5949 2172 6635 737
DA3 32 10 Th 6178 10 Th 2407 12 Th 7031 78134 Plate 6406 Plate 2652 Plate 7427 825
36 6635 2909 7823 86938 6863 3177 8219 91340 7092 3456 8615 95742 12205 5335 11098 111044 12586 5783 11589 115946 12968 6249 12080 120848 13349 6733 12571 1257
DA3 52 12 Thk 14111 7753 13552 135554 Plate 14492 8290 14043 140456 14874 8844 14534 145360 15636 15 Thk 10006 15 Thk 15515 155264 16398 Plate 11239 Plate 16496 1650
66 16780 11881 16987 169968 17161 12542 17478 174870 17542 13220 17969 179772 23331 13916 20305 184676 24284 15360 21385 1944
DA3 80 15 Thk 25238 16875 22465 204284 Plate 26192 18461 23544 214088 27146 20117 24624 2239
Support Pipe Mark No 4 Area Mark No 5 Areaype ze ate cm ate cm
DA2,DA3 26 - 40 10 Thk 1800 10 Thk 1035DA3 42 - 70 12 Thk 2250 12 Thk 1242
-
Support Pipe Pipe Areaype pec ze cm
44 80 2809
Dimensions Mark No.6
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
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Rev. 2
Size Pipe Size Dimension Total
Code H Length
A "- 4" 30 60B 6" - 24" 50 100
C 26" - 40" 100 200
D 42" - 92" 100 200HEA 160
Mark No 1
50 x 6 Angle80 x 8 Angle
100 x 10 Angle
Existing Shoes
Guides are to be orientated as shown above
1
2 gap
(typ)
H
Do not weld this
face of the guide
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60 0000 L SPE 0002
Rev. 2
Size Pipe Size Dimension Total
Code H Length
A "- 1" 50 100B 2" - 4" 100 200
C 6" - 8" 150 300
D 10"- 14" 200 400
Mark No 1
50 x 6 Angle
60 x 6 Angle
80 x 8 Angle
Existing Pipes
Guides are to be orientated as shown above
2 gap
(typ)
H
1
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
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Rev. 2
Size Pipe Size Total
Code H W LengthE 16" - 24" 150 100 440
F 26" - 40" 250 120 720
Mark No 1Dimension
100 x 10 Angle
HEA 160
1H
45
3 gap
(typ)W
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
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Rev. 2
Size Pipe Mark Total
Code Size No 1 Length
A " - 6" 50 x 10 60
Plate
1230
2 Gap
(typ)
25
50
1
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
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Rev. 2
Pipe Mark Length
Size No 1
60 x 61 Angle 600
1
2
ELEVATION
60020
1
View X-XPLAN
20
Alternative
connection
to steel.(Elevation)
L
Trim to suit andweld to existing
steel or vessel clip
Field WeldRef SupportNo SB9 or SB109
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
R 2
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Rev. 2
Notes: - 1- For maximum allowable "L" see Table below.
2- U-Bolts, Hold-down guides and shoes are to be called up separately.
Pipe Mark Max Mark Length
Size No 1 Length No 2
1 70 x 8 1200 UPN 100 600
1 Angle
2
Trim to suit andweld to existing
steel or vessel clip2
Elevation
60020
1
Plan
L
=
=
20
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev 2
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Rev. 2
Mark Mark Mark Area DimensionBare Insulated No 1 Length No 2 Length No 3 (cm
2) L (Max)
Pipes Pipes
2 - 4 2 - 4 UPN 80 x 8 10 Thk 750
100 650 Angle 200 Plate 60
6 6 850
Pipe Size
Elevation
65020
2
Plan
=
=
200
3
=
=
L
20
Alternative
connection
to steel.
L
1
25
50
1530
57
2 Gap
Existing Shoe
Field Weld
Trim to suit andweld to existing
steel or vessel clip
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Trim to suit and
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Pipe Support No VG4. Guide for
Non-Insulated Pipes 8" - 24"
Elevation
1
Plan
3 Gap(typ)
10
A
(typ)
A
30
2
Guides shall be
welded 20mm below
top face of angle.
3 Gap
(typ)
30
L
Pipe Support
Nos VG5 &
VG6. Guide
for Insulated
Pipes 8" - 24"
Field weld
bracing where req'd
2
K
3 Gap
Note
Bracing
omitted
for clarity
Existing Shoe
130
20
L
Alternative
connection
to steel
(Elevation)
Trim to suit and
weld to existingsteel or vessel clip
3
Bracing req'd when thisdimension > 300mm
30 60
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
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Pipe Pipe Mark Mark Mark No 3
Size O.D. No 1 Length No 2 Length VG5,VG6
8 219 2700 2525
10 273 UPN 160 2700 2579
12 324 3200 3030 10 Thk
14 356 3200 UPN 100 3062 Plate16 406 3500 3352
18 457 3500 3403 Area =
20 508 UPN 200 4000 3854 36 cm2
22 559 4000 3905
24 610 4000 3956
Pipe Pipe Pipe Sup't Pipe Sup't Pipe Sup't
Size O.D. VG4 VG5 VG6
A A A K L (Max)
8 219 225 425 525 1350 900
10 273 279 479 579 1350 900
12 324 330 530 630 1600 1100
14 356 362 562 662 1600 1100
16 406 412 612 712 1750 1200
18 457 463 663 763 1750 120020 508 514 714 814 2000 1400
22 559 565 765 865 2000 1400
24 610 616 816 916 2000 1400
Maximum Horizontal
Loads (KN)
5.0
Dimensions
All Pipe
10.0
Supports
8.0
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
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Pipe Support No VG8Pipe Support No VG7.
3 Gap
(typ)
B
75(typ)
C
Elevation
1
Plan
3 Gap(typ)
10
A
(typ)
A
2
Existing Shoe
For correct orientation
of shoes refer to the iso.
L
Pipe Support
No VG9 &
VG10. Guide
for Insulated
Pipes 4" - 24"
20
Alternative
connection
to steel
(Elevation)L
2
K
Note
Bracing
omittedfor clarity
2 Gap
(typ)
75 (typ)
B
C
130
weld to existing
steel or vessel clip
Bracing req'd when thisdimension > 300mm
Field weld
bracing where req'd30 60
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
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Pipe Pipe Mark Mark
Size O.D. No 1 Length No 2 Length
4 114 UPN 100 2200 2606
6 168 2200 2822
8 219 2700 3026
10 273 UPN 160 2700 324212 324 3200 3446
14 356 3200 UPN 100 3574
16 406 3500 3776
18 457 3500 3979
20 508 UPN 200 4000 4182
22 559 4000 4385
24 610 4000 4588
Pipe Pipe Pipe Sup't Pipe Sup't All Pipe All Pipe
Size O.D. VG9 VG10 Supports Supports
B C A A K L (Max)
4 114 264 120 320 420 1100 700
6 168 318 174 374 474 1100 7008 219 369 225 425 525 1350 900
10 273 423 279 479 579 1350 900
12 324 474 330 530 630 1600 1100
14 356 506 362 562 662 1600 1100
16 406 556 412 612 712 1750 1200
18 457 607 463 663 763 1750 1200
20 508 658 514 714 814 2000 1400
22 559 709 565 765 865 2000 1400
24 610 760 616 816 916 2000 1400
Pipe Sup't
VG7/8
Dimensions
Maximum Horizontal
Loads (KN)
5.0
8.0
10.0
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
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Notes: - 1- Support shall not be welded to a beam
2- Maximum trunnion size = 6"
3- For Pipes 2", Dimension "A" = 1254- For Pipes 1", Dimension "A" = 30 (Insulation shall be Site Trimmed)
Size Mark M.T.O. Mark M.T.O. Mark M.T.O.
Code No 1 Length No 2 Length No 3 Area (cm ) Vertical Horizontal
A HEA 100 700 HEA 100 300 10 Thk 150 5 0 1 5
Max Loads (KN)
Site Trim to suit
and weld to existing
Column/Post
or Vessel Clip
1
Elevation
700 (Site Trim )
2
300
Plan
A
20
150
Existing Trunnion T1or Support for Small
Bore Piping SB7 or SB8
3
30
10
80
3
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
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Notes: - 1- For Pipes 2", Dimension "A" = 125
Size Mark M.T.O. Mark M.T.O. Mark M.T.O.
Code No 1 Length No 2 Length No 3 Area (cm ) Vertical Horizontal
Max Loads (KN)
A
20
150
1 2
300
Plan
Existing Trunnion T1
45
2
(Site Trim to Suit)
700
Site Trim to suit
and weld to existing
Column/Post
or Vessel Clip
3
80
30
3
10
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
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Notes: - 1- For Pipes 2", Dimension "A" = 125
2- For Pipes 1", Dimension "A" = 30 (Insulation shall be Site Trimmed)
Size Dimension Mark M.T.O.Code L No1 Length Vertical Horizontal
A1 1000 UPN 100 2400 2.0 0.5
B1 1000 UPN 160 2400 4.0 1.0
B2 2000 3400 3.0 1.0
C1 1000 2400 10 0 3 0
Maximum Allowable
Loads (KN)
Elevation
700 (Site Trim to Suit)
Plan
A
Existing Trunnion T1or Support for Small
Bore Piping SB7 or
SB8
L
1
Site Trim to suitand weld to existing
Column/Post
or Vessel Clip
Field Weld
Site Trim to Suit
20
Alternative
connection
to steel
(Elevation)
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
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SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
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Notes: - 1- For Pipes 2", Dimension "A" = 125
2- For Pipes 1", Dimension "A" = 30 (Insulation shall be Site Trimmed)
Size Dimension Mark M.T.O. Mark M.T.O.
Code L No 1 Length No 2 Length Vertical Horizontal
A1 1000 UPN 160 2400 UPN 100 1750 12.0 3.0
A2 2000 3400 1750 10.0 2.0
B1 1000 2400 1750 20 0 6 0
Maximum AllowableLoads (KN)
A
Existing Trunnion
T1, or Support
for Small Bore
Piping SB7
or SB8
45
2
(Site Trim to Suit)
700
Plan
L
1
100
Site Trim to suitand weld to existing
Column/Post
or Vessel Clip
Field Weld
Site Trim to Suit
Elevation
1
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
Site Trim to suit
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Pipe Mark M.T.O. Mark M.T.O. Vessel
Size A B No 1 Length No 2 Length Clip Type
2 310 155 2090 480
3 340 170 2120 5104 365 183 UPN 200 2145 80 x 8 535 2B
6 420 210 2200 Angle 590 (Ref only)
8 470 235 2250 640
10 525 263 2305 695
Dimension
(Typ)
Elevation
Plan
A
125
10(Typ)
B
2
1
800
10
ExistingTrunnion VerticalLoad
Radial Load
Tangential
Load
Site Trim to suit
and weld to existing
Column/Post
or Vessel Clip
(Site Trim to Suit)
125
Field Weld
Field Weld
A + 75
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
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ExistingTrunnion
VerticalLoad
Site Trim to suitand weld to existing
Column/Post
or Vessel Clip
Elevation
3
1
BL
2
45
(Site Trim to Suit)
L
Plan
A
125
10(Typ)
Radial Load
Tangential Load
10
125
Field Weld
Field Weld
min
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
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Pipe
Size A B L Vertical Radial Tangential
4 365 183
6 420 210 800 45.0 10.0 5.0
8 470 23510 525 263
12 575 288 900
14 605 303
16 655 328
18 710 355 1100 170.0 30.0 12.0
20 760 380
22 810 405 1300
24 860 430
Pipe Mark M.T.O. Mark M.T.O. Mark M.T.O.
Size No 1 Length No 2 Length No 3 Length
4 2185 2262 725
6 HEA 160 2240 HEA 100 2262 780
8 2290 2262 830
10 2345 2262 885
12 2595 2545 100 x 10 1015
14 2625 2545 Angle 1045
16 3075 3111 1095
18 HEA 200 3130 HEA 160 3111 1150
20 3180 3111 1200
22 3630 3676 1250
24 3680 3676 1300
Maximum Loads (KN)Dimension
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60-0000-L-SPE-0002
Rev. 2
'A'
-
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Note
1. To be specified only when indicated on Stress Sketch.
2. For details of Rigid Strut and Clamp see Specification No. 60-0000-L-SPE-1003.
Support Maximum
Type Load (KN)
RS1
Pipe or Trunnion
Size
2" - 36"
(Minimum)
Dimension 'A'
Existing
Steel
See Note 2
Existing Trunnion
See Isometric.
Refer to Vendor
Catalogue
for dimension "A"
Existing
Steel
'A'
See Note 2
Pipe
TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD
CONTRACT No 571500
SPECIFICATION FOR PIPE SUPPORTS DOC No 60