Specification for Pipe Support

5/19/2018 Specification for Pipe Support

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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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TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFDPROJECT . 571500

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)


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


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




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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



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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


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


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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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


21/330



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


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


22/330



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


23/330

TENGIZCHEVROIL ASSET DEVELOPMENT PROJECTS PFD

CONTRACT No 571500

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


24/330


CONTRACT No 571500


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


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


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


25/330


CONTRACT No 571500


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



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)

= =


26/330


CONTRACT No 571500


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


27/330


CONTRACT No 571500


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


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


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


28/330


CONTRACT No 571500


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


29/330


CONTRACT No 571500


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


30/330


CONTRACT No 571500


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


31/330


CONTRACT No 571500


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



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



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


32/330


CONTRACT No 571500


Rev. 2


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


for pipes " - 2"

Clamps shall be at 45

for pipes 3" - 6"

10

(typ)

Beam shall be cut

longitudinally to form shoe

45o


33/330


CONTRACT No 571500


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



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


34/330


CONTRACT No 571500


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


35/330


CONTRACT No 571500


Rev. 2



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


36/330


CONTRACT No 571500


Rev. 2


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


for pipes " - 2"

Clamps shall be at 45for pipes 3" - 6"

10

(typ)

Beam shall be cut


Isolation Strip

45o


CONTRACT N 571500


37/330

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



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



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


38/330


CONTRACT No 571500


Rev. 2


Type H Length

S104 " - 6" 100 IPE 200 250 Pipe Clip 2

500

H

= =1

2

100


for pipes " - 2"

Clamps shall be at 45

for pipes 3" - 6"

10

(typ)

Beam shall be cut


Isolation Strip

45o


39/330


CONTRACT No 571500


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



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



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


40/330


CONTRACT No 571500


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


41/330


CONTRACT No 571500


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



42/330


CONTRACT No 571500


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


43/330


CONTRACT No 571500


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)


44/330


CONTRACT No 571500


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)


45/330


CONTRACT No 571500


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


Size No L

" - 4" PK2-G 250

6" - 8" PK2-H 400 UPN 160

10" - 14" PK2-J 600


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


46/330


CONTRACT No 571500


Rev. 3


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


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


47/330


CONTRACT No 571500


Rev. 2


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


Size No L

" - 4" PK4-G 250

6" - 8" PK4-H 400 UPN 240

10" - 14" PK4-J 600


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


48/330


CONTRACT No 571500


Rev. 2


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


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.



49/330

CONTRACT No 571500


Rev. 2



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


CONTRACT N 571500


50/330

CONTRACT No 571500


Rev. 2



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


CONTRACT N 571500


51/330

CONTRACT No 571500


Rev. 0

45o

250 Max

Supporting steelwork

by others

300

150

= =

60 Thk

Pipe Insulation

Monolux Isolation

Block or equivalent.

150

SECT Heat tubes


CONTRACT No 571500


52/330

CONTRACT No 571500


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


CONTRACT No 571500


53/330

CONTRACT No 571500


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


150H26 36 12 80 2298150K26 40 12 80 2554

S13/S1412 ThkPlate

Mark No.4Dimension

Dimension



54/330

CONTRACT No 571500


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


CONTRACT No 571500


55/330


Rev. 0


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


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


CONTRACT No 571500


56/330


Rev. 0

250 Max

Supporting steelwork

by others

300

150

= =

60 Thk

Pipe InsulationMonolux Isolation

Block or equivalent.150

SECT Heat tubes

45o


CONTRACT No 571500


Rev 0


57/330

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


CONTRACT No 571500

SPECIFICATION FOR PIPE SUPPORTS DOC No 60 0000 L SPE 0002


58/330


Rev. 0



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


CONTRACT No 571500


59/330

CONTRACT No 571500


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


CONTRACT No 571500


60/330


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


CONTRACT No 571500


61/330


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


CONTRACT No 571500


62/330


Rev. 4

H = 100 for Support No DA2


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


CONTRACT No 571500

SPECIFICATION FOR PIPE SUPPORTS DOC N 60 0000 L SPE 0002


63/330


Rev. 2



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.


CONTRACT No 571500


Rev. 5

Stiffening Ring required for pipes 44" and larger



64/330

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


3.2

15.9

19

" - 13 UNC x "

(12.7mm) deep thread

BOSS DETAIL


CONTRACT No 571500


Rev. 5

Support PipeType Size H T W C B L D

DA2 26 - 40 100 12 10 10 250 900 400

Dimension


65/330

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



CONTRACT No 571500



66/330

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


CONTRACT No 571500



67/330

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


CONTRACT No 571500



68/330

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


CONTRACT No 571500



69/330

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


CONTRACT No 571500



70/330

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


CONTRACT No 571500


R 2


71/330

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


steel or vessel clip2

Elevation

60020

1

Plan

L

=

=

20


CONTRACT No 571500


Rev 2


72/330

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




CONTRACT No 571500


Rev. 2

Trim to suit and


73/330

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


CONTRACT No 571500


Rev. 2


74/330

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


CONTRACT No 571500


Rev. 2

22 Trim to suit and


75/330

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


Bracing req'd when thisdimension > 300mm

Field weld

bracing where req'd30 60


CONTRACT No 571500


Rev. 2


76/330

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


CONTRACT No 571500


Rev. 2


77/330

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


CONTRACT No 571500


Rev. 2


78/330

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


Column/Post

or Vessel Clip

3

80

30

3

10


CONTRACT No 571500


Rev. 2


79/330


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)


CONTRACT No 571500


Rev. 2


80/330


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


Column/Post

or Vessel Clip

Field Weld

Site Trim to Suit

Elevation

1


CONTRACT No 571500


Rev. 2

Site Trim to suit


81/330

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


Column/Post

or Vessel Clip

(Site Trim to Suit)

125

Field Weld

Field Weld

A + 75


CONTRACT No 571500


Rev. 2


82/330

ExistingTrunnion

VerticalLoad


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


CONTRACT No 571500


Rev. 2


83/330

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


CONTRACT No 571500


Rev. 2

'A'


84/330

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


CONTRACT No 571500

SPECIFICATION FOR PIPE SUPPORTS DOC No 60

Documents

Specification for Pipe Support