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Hengam Offshore Development Project EPCI For Topsides and Infield Pipelines and Subsea Cables Contract No. 4405-90-2FG SPECIFICATION FOR INSULATION Rev. B4 Proj. Area. Disc Doc. Seq. Page HEN 0000 ME SP 0002 1 of 18 SPECIFICATION FOR INSULATION B4 08.Feb.2014 Re-Issue as AFD J. Patel/ S. Emamjomeh Tushar Arun H. Karimi B3 12.Mar.2013 Re-Issue as AFD J.W.Jung Y.H. Park Jitendra Patel B2 17.Jan.2013 Approved for Design J.W.Jung Y.H. Park B1 12.Oct.2012 Issued for Approval J.W.Jung Y.H. Park B0 16.Jun.2012 Issued for Comment J.W.Jung Y.H. Park Rev. Date Purpose of Issue Prep. Checked Approve Approve ISI / Ocean Development IOOC

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  • Hengam Offshore Development Project EPCI For

    Topsides and Infield Pipelines and Subsea Cables Contract No. 4405-90-2FG

    SPECIFICATION FOR INSULATION Rev. B4 Proj. Area. Disc Doc. Seq. Page HEN 0000 ME SP 0002 1 of 18

    SPECIFICATION FOR INSULATION

    B4 08.Feb.2014 Re-Issue as AFD J. Patel/ S. Emamjomeh Tushar Arun H. Karimi

    B3 12.Mar.2013 Re-Issue as AFD J.W.Jung Y.H. Park Jitendra Patel

    B2 17.Jan.2013 Approved for Design J.W.Jung Y.H. Park

    B1 12.Oct.2012 Issued for Approval J.W.Jung Y.H. Park

    B0 16.Jun.2012 Issued for Comment J.W.Jung Y.H. Park

    Rev. Date Purpose of Issue Prep. Checked Approve Approve

    ISI / Ocean Development IOOC

  • Hengam Offshore Development Project EPCI For

    Topsides and Infield Pipelines and Subsea Cables Contract No. 4405-90-2FG

    SPECIFICATION FOR INSULATION Rev. B4 Proj. Area. Disc Doc. Seq. Page HEN 0000 ME SP 0002 2 of 18

    INPUTS Document Number Title Status

    REVISONS & HOLDS Revision Description of Changes & Holds

  • Hengam Offshore Development Project EPCI For

    Topsides and Infield Pipelines and Subsea Cables Contract No. 4405-90-2FG

    SPECIFICATION FOR INSULATION Rev. B4 Proj. Area. Disc Doc. Seq. Page HEN 0000 ME SP 0002 3 of 18

    TABULATION OF REVISED PAGES

    Sheet Revisions

    Sheet Revisions

    B0 B1 B2 B3 B4 B0 B1 B2 B3 1 X X X 2 X 3 X X 4 X 5 X X 6 X 7 X 8 X 9 X 10 X 11 X 12 X 13 X X 14 X X 15 X 16 X X 17 X X X 18 X X X 19 X X

  • Hengam Offshore Development Project EPCI For

    Topsides and Infield Pipelines and Subsea Cables Contract No. 4405-90-2FG

    SPECIFICATION FOR INSULATION Rev. B4 Proj. Area. Disc Doc. Seq. Page HEN 0000 ME SP 0002 4 of 18

    Table of Contents

    1. GENERAL .................................................................................................................... 6

    1.1 Definition ............................................................................................................................................... 6

    1.2 Reference Documents ........................................................................................................................... 6

    2. INSULATION AND ACCESSORIES REQUIREMENTS ................................................ 8

    2.1 General Application on Unmanned Platform .......................................................................................... 8

    2.2 Insulation Material ................................................................................................................................. 8

    2.3 Removable Insulation Covers ................................................................................................................ 8

    3. GENERAL APPLICATION REQUIREMENTS ............................................................... 9

    3.1 General .................................................................................................................................................. 9

    3.2 Un-insulated Surfaces ........................................................................................................................... 9

    3.3 Pressure Testing Considerations ......................................................................................................... 10

    3.4 Valves and Flanges ............................................................................................................................. 10

    3.5 Insulation Supports .............................................................................................................................. 10

    4. INSULATION OF PIPING ........................................................................................... 10

    4.1 Insulation Application ........................................................................................................................... 10

    4.2 Weatherproofing Application ................................................................................................................ 11

    5. INSULATION OF VESSELS AND REQUIREMENT .................................................... 11

    5.1 Insulation Application ........................................................................................................................... 11

  • Hengam Offshore Development Project EPCI For

    Topsides and Infield Pipelines and Subsea Cables Contract No. 4405-90-2FG

    SPECIFICATION FOR INSULATION Rev. B4 Proj. Area. Disc Doc. Seq. Page HEN 0000 ME SP 0002 5 of 18

    5.2 Weatherproofing Application ................................................................................................................ 12

    6. MOISTURE PROTECTION ......................................................................................... 13

    7. INSULATION TABLES ................................................................................................ 13

    7.1 Schedule of Insulation and Accessory Materials .................................................................................. 13

    7.2 Schedule of Insulation Materials Application ........................................................................................ 15

    7.3 Insulation Thickness ............................................................................................................................ 15

    8. INSULATION AND FITTINGS DETAILS ..................................................................... 18

    9. ENVIRONMENTAL CONDITIONS .............................................................................. 18

    9.1 Ambient Conditions ............................................................................................................................. 18

    9.2 Utility Supply Condition ........................................................................................................................ 18

  • Hengam Offshore Development Project EPCI For

    Topsides and Infield Pipelines and Subsea Cables Contract No. 4405-90-2FG

    SPECIFICATION FOR INSULATION Rev. B4 Proj. Area. Disc Doc. Seq. Page HEN 0000 ME SP 0002 6 of 18

    1. GENERAL The Hengam Field is located in the Persian Gulf at approximately 45 km south of Qeshm Island. Iranian

    Offshore Oil Company (IOOC) has awarded HENGAM offshore development EPCI project to Intelligent

    Solutions Inc. and Ocean development LLC. Joint Venture to perform Basic & Detailed Engineering, as

    well as procurement, fabrication, installation, pre-commissioning & commissioning for:

    Topside facilities of three offshore wellhead platforms

    Infield pipe lines

    Submarine composite Cable (Power, Control, Fiber optic) from offshore to onshore facilities.

    1.1 Definition Wherever the word "shall" has been used, its meaning is to be understood as mandatory. Wherever the

    word "should" has been used, its meaning is to be understood as strongly recommended or advised.

    Wherever the wording "may be" has been used, its meaning is to be understood as a freedom of choice.

    The following words and expressions shall have the meanings hereby assigned to them except where

    the context of this document otherwise requires:

    "Company" means Iranian Offshore Oil Company (IOOC).

    "EPCI Contractor" means Company mentioned in the Contract as part of the "other part" and includes its successors and permitted assignees. (ISI/ODCO)

    "Vendor" means anyone who provides goods or services to a company. A vendor often manufactures and/or sells their products to a customer.

    Whenever terms appear in this document as capitalized terms, they shall have the meaning ascribed to

    them here above.

    1.2 Reference Documents The standards that are listed here below forms an integral part of this specification, in the whole or only

    the mentioned paragraphs, and with the modifications or additions indicated by the same

    DESIGN CODES

    ASME B 31.3

    Process Piping.

    ASME Section V Non-destructive Examination.

    REFERENCE DOCUMENTS

    ASME American Society of Mechanical Engineer

    ASME B1.1 Unified Inch Screw threads (UN and UNR thread form)

  • Hengam Offshore Development Project EPCI For

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    ASME B1.2

    ASME B1.20.1

    ASME B16.5

    Gages and Gagging for Unified Screw Threads

    Pipe Threads (except dry seal)

    Pipe Flanges and Flanged Fittings

    ASME B16.9 Factory-made Wrought Steel, Butt-welding Fittings

    ASME B16.11 Forged Steel Fittings, Socket-welded and Threaded

    ASME B18.2.1

    ASME B18.2.2

    ASME B16.20

    C.S. and A.S. square and hex bolts and screws

    A.S. and S.S. square and hex nuts

    Metallic Gasket for Pipe Flanges- Ring Joint, Spiral wound and

    Jacketed

    ASME B16.21 Non-Metallic Flat Gaskets for Pipe Flanges

    BS British Standards Institute

    BS 1133 Protection of Metal Surfaces against Corrosion during Transit

    And Storage

    BS 476 Part 4 Non-combustibility Test for Materials

    ASTM

    American Society of Testing and Material

    ASTM A193 Alloy Steel and Stainless Steel Bolting Material for High

    Temperature Service

    ASTM A194 Carbon Steel and Alloy Steel Nuts for Bolts for High Pressure and High

    Temperature Service

    ASTM B209 Aluminium Alloy sheet and plate / Check

    ASTM C195 Mineral Fiber Thermal Insulating Cement

    ASTM C533 Calcium Silicate Block and Pipe Thermal Insulation

    ASTM C547 Mineral Fiber Performed

    ASTM C585 Inner and Outer diameters of Rigid Thermal Insulation for Nominal Sizes of Pipes and Tubing (NPS System)

    ASTM C612 Specification for Fiber Block 2 and board for Thermal Insulation

    ASTM C795 Thermal Insulation for use in Contact with Austenitic Stainless Steel

    ASTM C892 High-Temperature Fiber Blanket Thermal Insulation

  • Hengam Offshore Development Project EPCI For

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    2. INSULATION AND ACCESSORIES REQUIREMENTS

    2.1 General Application on Unmanned Platform Insulation for process piping for process operation purpose is not required for un-manned platform.

    Insulation for personal protection purpose shall be applied for process piping and process equipment

    which maybe have hot surface with operating temperature more than 70C. No insulation shall be

    installed around the bolts and flanges in hot oil service.

    No insulation for utility system equipment and piping except emergency generator engine shall be

    applied.

    In case of emergency generator engine, the surface temperature of any exposed surface shall not

    exceed 55C. The VENDOR shall identify areas likely to exceed this temperature. External personnel

    protection facilities for exhaust hot gas piping system and hot surface of engine may be required.

    Personal safety-wise, insulation maybe be considered on exhaust gas stack for emergency diesel

    generator engine (2m above deck level) or warning plate shall be fitted.

    In case of cold insulation, HEAGAM Well Head Platforms are not required except HVAC cold piping

    system. For general principle of HVAC cold piping system, no pipes and duct pass through above

    electrical equipment in LER shall be applied as far as practicable. When space and routing limitation is

    not applicable this principle, minimum spot insulation above electrical equipment or drainage fittings

    maybe utilized for preventing condensed moisture drop.

    2.2 Insulation Material

    Insulation materials, weatherproofing, and accessories shall be as specified in TABLE 1, Schedule of

    Insulation and Accessories Materials.

    Insulation materials shall be non-corrosive, whether wet or dry, and suitably inhibited for application to

    steel surfaces. Insulation materials for austenitic stainless steel surfaces shall be in accordance with

    ASTM C795, and transported, handled, stored, and applied in accordance with ASTM C929.

    2.3 Removable Insulation Covers Materials shall comply with the ASME B31.3, ASME B31.8 and Piping Specification and Removable

    insulation covers shall be installed on flanges, flanged valves, pumps, instrumentation or similar

    equipment and when so stated on pertinent drawings

  • Hengam Offshore Development Project EPCI For

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    A removable cover insulation system shall be made of a minimum number of pieces. Joints shall be

    arranged to eliminate any water penetration into the insulation. The weight of any single piece of the

    cover shall not exceed 23 kilograms.

    Insulation covers shall be constructed so that their natural seam is positioned on the gravitational

    bottom of the fittings.

    The various parts of covers shall be assembled using teflon-coated yarn or equivalent.

    Insulation covers shall fit tightly over fittings and protrusions and shall be held in place with velcro

    glassfabric straps (or equivalent) and stainless steel buckles. The insulation covers shall be of a

    sufficient width to overlap the adjacent weatherproofing by a minimum of 125 mm on each side of the

    fitting.

    Each pipe of a removable cover shall have an embossed metal tag permanently attached with

    applicable information such as equipment or pipe line number, size, rating and fitting type.

    3. GENERAL APPLICATION REQUIREMENTS

    3.1 General

    Application of base insulation materials shall be as specified in TABLE 2, Schedule of Insulation

    Materials Application.

    Insulation materials shall not be applied if the moisture content is more than the stated amount given

    in the SUPPLIERS application data.

    Surfaces to be insulated shall be clean, free of oil, grease, dirt and moisture. All specified coatings

    shall be applied and allowed to cure before proceeding with the application of insulation materials.

    3.2 Un-insulated Surfaces The following items shall not be insulated unless otherwise noted on the drawings or herein:

    - Drains

    - Dummy supports

    - Name plates

    - Stamping

    - Vents

    - Strainers

    - Gauges

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    3.3 Pressure Testing Considerations Vertical surfaces shall be insulated only after pressure testing.

    Horizontal surfaces should be insulated after pressure testing. However, they may be insulated before

    pressure testing upon Company approval provided the insulation is temporarily held back a minimum

    distance of 150 mm on either side of welds, threaded, or bolted connections. After completion of

    pressure testing, all missing insulation shall be installed and appropriately weatherproofed.

    3.4 Valves and Flanges In order to protect the flange mating faces, a removable flange protection made of AISI 316 stainless

    steel shall be installed around the outer diameter of flanges. Tightness shall be reinforced with a

    double Teflon band applied on the inner face of removable flange protection. Drainage outlets shall be

    an integral part of the removable cover design so that leaks may be visually detected.

    3.5 Insulation Supports Insulation supports for vertical piping shall be of a bolted or clamp-on type. The width of the support

    shall be one-half of the thickness of the insulation for single layer insulation.

    All equipment insulation supports shall be installed by the equipment Manufacturer.

    4. INSULATION OF PIPING

    4.1 Insulation Application Single layer pipe insulation shall be applied in a staggered circumferential joint arrangement. Multiple

    layer pipe insulation shall be applied with all joints staggered. The following chart details when single

    or multiple layer insulation shall be used.

    NPS Number of insulation layers Position of longitudinal joints (clock positions)

    8 1 3 and 9

    10

    2 Inside layer : 4 and 10 Outside layer : 3 and 9

    The circumferential joints of multiple layer insulation systems shall be staggered 150 mm from the

    circumferential joints of any adjacent preceding or succeeding layer.

    Insulation shall be secured with wire or bands (15 mm wide) up to 8 NPS, and with bands (20 mm

    wide) for sizes 10 NPS and above. Wire and bands shall be spaced on 300 mm maximum centers.

  • Hengam Offshore Development Project EPCI For

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    Securement of fittings shall be as required to hold the insulation segments together tightly, but a

    minimum each extreme shall be secured.

    4.2 Weatherproofing Application

    All pipe fitting covers shall be banded on each extreme.

    A watertight metal termination cover shall be installed where pipe insulation terminates. Insulation at

    each termination shall be square cut. Band clips shall be equally spaced with one clip at the overlap.

    Termination covers shall be with a band at each circumferential overlap and sheet metal screws

    spaced on centers.

    Irregularly shaped surfaces, which cannot be suitably weather proofed with metal jacketing, shall be

    finished with a thick layer of finishing cement. A thick coat of weatherproofing mastic with reinforcing

    fabric shall be applied over the cured cement. This finish shall extend at least 50 mm under the

    adjacent metal jacketing. No porosity shall exist in the weatherproofing mastic when dry.

    Sheet metal screws for fastening the metal weather proofing shall have a neoprene washer under its

    head.

    5. INSULATION OF VESSELS AND REQUIREMENT

    5.1 Insulation Application If needed, insulation on vessels and tubular equipment shall be applied in a staggered joint

    arrangement to fit the contour so that no gaps are evident.

    The insulation shall be secured in place with bands spaced on 450 mm centers

    Banding of insulation over the head of horizontal equipment and top heads of vertical equipment shall

    be as follows:

    - A floating ring, large enough to clear the center nozzle flange, if one exists, shall be made

    from 6 mm diameter stainless steel rod. The ring shall be placed in the center of the head.

    A girth ring, made from two bands shall be installed on the shell at approximately 150 mm

    below the tangent line of the head.

    - Bands shall be run radially from the floating ring to the girth ring. The radial bands shall be

    spaced at 300 mm maximum centers on the girth ring.

    Unexposed bottom heads and cones on vertical vessels and tubular equipment shall have the blanket

    insulation shaped so that all sections are tight and secured with wire to slotted weld pins or blanks

    nuts.

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    Vessel and tubular equipment transitions shall have the insulation applied with all edges securely

    laced together with wire.

    Vessels and tubular equipment stiffener rings shall be insulated. The insulation shall be applied with all

    edges securely laced together with wire. The insulation shall also be secured in place with a band in

    the center of each stiffener ring.

    Insulation shall be applied behind the name plate mounting bracket, when possible.

    5.2 Weatherproofing Application Vessel and tubular equipment shells shall be weatherproofed with aluminum jacketing, (1.0 mm thick

    by 35 mm corrugated).

    Vertical overlaps of corrugated metal jacket sections shall be a minimum of one and one half

    corrugations but not less than 75 mm. Vertical overlaps of non-corrugated metal jacket sections shall

    be a minimum of 75 mm.

    Circumferential overlaps at the top tangent lines, transitions and stiffeners shall be a minimum of 150

    mm. All other circumferential overlaps shall be a minimum of 75 mm.

    Metal jacketing overlaps and seams shall be arranged to shed water. Seams shall be water and

    weather tight.

    Insulation on the heads and transitions shall be weatherproofed with metal jacketing fabricated from

    gores shaped to fit and lapped a minimum of 75 mm to ensure a weather tight construction. The gores

    shall be secured with screw spaced on 75 mm maximum centers. All overlaps on the top head shall

    have sealant.

    On vertical vessels and equipment, S-clips shall be used to keep the jacket sheets from sliding down.

    S-clips shall be fabricated from 20 mm wide bands. The length of the S-clip shall equal the overlap.

    They shall be spaced on 300 mm maximum centers but not less than three per each metal sheet.

    Metal jacketing over shells less than 4.60 meters in diameter shall be secured with bands spaced on

    300 mm maximum centers. Band spacing shall be calculated on an individual basis for shells greater

    than 4.60 meters in diameter. Each circumferential overlap shall have a band installed. J- clips,

    fastened to the jacket with screws, shall be used to prevent bands from sliding down. Each band shall

  • Hengam Offshore Development Project EPCI For

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    have J-clips on 1.80 meters maximum centers but not less than four J-clips per band. The band at the

    overlap shall be installed over the S-clips.

    Band shall be secured or fastened with closed seals. Wing type seals are not allowed on tank,

    pressure vessel and equipment shells.

    Insulated surfaces such as equipment bottom heads, which are not exposed to weather, may be

    weatherproofed with mastic and scrim cloth in lieu of metal.

    Heads of vessels and tubular equipment shall be weatherproofed with metal jacket. A minimum of 150

    mm shall be turned down and overlap the shell jacketing. The jacketing shall be formed to fit the

    contour of insulation. All seams shall be made up by lock-seam construction and secured with screws

    spaced on 125 mm maximum centers. The head jacketing overlap shall be fastened to the jacketing

    on the shell with sheet metal screws spaced on 125 mm centers. The head jacketing shall also be

    secured in place at the circumferential overlap with a band.

    6. MOISTURE PROTECTION The cut surfaces of insulation segments at terminations and cut-outs shall be covered with 2 layers of

    0.15 mm thick aluminium foil extending 300 mm on the underside and top of the insulation. The foil

    shall be considered as a protective measure against rain water and not as a substitution for

    weatherproofing.

    A semi circular rain shield fabricated from 0.5 mm thick aluminium shall be installed immediately above

    each uninsulated horizontal protrusion. The shield shall be at least 25 mm under the adjacent vertical

    weatherproofing and project 25 mm to the side from the vertical surface.

    7. INSULATION TABLES

    7.1 Schedule of Insulation and Accessory Materials

    TABLE 1

    MATERIAL MAXIMUM

    OPERATING TEMP. C

    DESCRIPTION

    COMMENTS

    Mineral fiber- blanket 650 ASTM C 592 Class 2 with metal mesh both sides

    Mineral fiber fitting covers 650 ASTM C 547 Class 2

    Mineral fiber Pipe cover Preformed

    650 ASTM C 547 Class 2

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    MATERIAL

    MAXIMUM OPERATING

    TEMP. C

    DESCRIPTION

    COMMENTS

    Mineral fiber V Grooved 650 ASTM C592, Class 2, 128 kg/m3 Unfaced for fire protection

    Ceramic fiber - Blanket 1260 ASTM C892M, Type 3, Grade 8, 128 kg/m3 Unfaced for Fire protection

    Aluminium-Fitting covers Type 3003-H14 or 5005-H14 Aluminium alloy with factory applied moisture barrier 0.6 mm tick, smooth

    Acoustical jacketing Type 3003-H14 or 5005-H14 aluminium alloy with factory applied 0.4 mm thick lead lining, 0.4 mm thick flat, stucco embossed

    Aluminium jacketing Type 3003-H14 or 5005-H14 aluminium alloy with factory applied moisture barrier. 0.5 mm thick for 200 mm pipe 0.8 mm thick for 200 mm < 500 mm pipe 1.0 mm thick for > 500 mm pipe and equipment

    Stainless steel jacketing Type 316 stainless steel with 2B mill finish .4 mm thick smooth Fire Protection Pipe and Equipment

    Bands Type SS 316L annealed temper, 15 mm by 0.38 mm for piping up to 8 NPS, 20 mm by 0.5 mm for equipment and piping over 8 NPS

    Seals Type SS 316L, hard temper, wing and closes types, 0.8 mm thick to match the band

    S Clips and band loops Shall be fabricated type SS 316L, 20 mm wide by 0.5 mm thick banding

    Breather springs SS 316L, 120 mm long Screws Type SS 316L, # 8 by 13 mm, Self

    tapping slotted pan head with integral neoprene washer

    Wire SS 316L annealed temper, 1.29 mm diameter

    Fibrous adhesive 454 Sodium silicate based fibrous adhesive

    B4

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    MATERIAL

    MAXIMUM OPERATING

    TEMP. C

    DESCRIPTION

    COMMENTS

    Flashing compound/Sealant

    93 Flexible non-shrinking type

    Insulation cement 650 ASTM C 195, mineral fiber insulating cement

    Insulation boxes and reusable insulation covers

    500 See Sections 8.2 and 8.3

    Floating Ring 6mm diameter stainless steel rod

    Note 1 : Mineral fiber pipe insulation shall be used for acoustic insulation except inside of cradles where calcium silicate shall be used.

    7.2 Schedule of Insulation Materials Application

    TABLE 2

    ITEMS TO BE INSULATED

    MATERIAL TYPE

    Pipe Elbows & Tees

    Mineral fiber preformed pipe cover Mineral fiber preformed elbows

    Flanges Removable covers as required

    Valves flanged Insulation boxes/removable covers as required Vessels

    Top heads Heads-other Shells 24 diameter > 24 diameter Manhole covers

    Mineral fiber blanket Mineral fiber blanket Mineral fiber blanket Mineral fiber blanket Insulation boxes/removable covers

    7.3 Insulation Thickness The following insulation thicknesses are those used for engineering design and the production of engineering drawings and documentation. The SUPPLIER shall be aware that a justified reduction in insulation thickness is practicable but an increase in thickness may be problematical (support standoffs, etc.)

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    Refer to Table 3 for Heat Conservation insulation thicknesses.

    Table- 3 Heat Conservation Insulation Thicknesses (mm) (Mineral Wool Basis)

    Pipe N.D. (in) Maximum Metal Surface Temperature (C)

    100 150 200 250 300 350 400 450 500 plus

    1/2 20 30 40 40 50 50 50 50 50 3/4 20 30 40 40 50 50 50 50 50

    1 30 40 50 50 60 60 60 60 60 1 1/2 30 40 50 60 60 60 60 60 80 2 30 40 50 60 80 80 80 80 80 3 40 50 60 80 80 80 80 80 80 4 40 50 60 80 100 100 100 100 100 6 40 50 60 80 100 100 100 100 120 8 40 50 60 80 100 100 100 100 120 10 50 60 80 80 100 100 100 120 140 12 50 60 80 100 100 100 120 120 140 14 50 60 80 100 120 120 120 140 160 16 50 60 80 100 120 120 120 140 160 18 50 60 80 100 120 120 140 160 160 20 50 60 80 100 120 120 140 160 180

    30+ and Flat Surface

    80 80 100 100 120 140 160 180 180

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    Personnel protection as per table 4 is required for bare metal surface temperatures of: - -10C or below - +65C or greater

    To avoid corrosion under insulation, insulation is not to be used for personnel protection. Expanded metal or wire gauges are suitable and to be used. However if insulation is to be used for personnel protection, mineral wool shall be used and thickness shall not be less than 25mm. Barrier system shall be consisting of perforated sheets or wire mesh. Barrier system used for personnel protection shall be painted according to Specification for Painting, Coating and Corrosion Protection The distances between the perforated metal sheets/guards and bare surface and insulation thickness for personnel protection shall be specified by the SUPPLIER.

    Table - 4 Personnel Protection Insulation Thicknesses (mm) (Mineral Wool Basis)

    Pipe N.D. (in)

    Maximum Metal Surface Temperature (C)

    Up to 250 300 350 400 450 500 550 600 650 plus

    1/2 25 25 25 30 30 40 40 50 50 3/4 25 25 25 30 30 40 40 50 50

    1 25 25 30 30 30 40 40 50 60 1 1/2 25 25 30 30 30 40 50 50 60 2 25 25 30 30 40 40 50 60 60 3 25 25 30 30 40 50 60 60 75 4 25 25 30 40 40 50 60 60 75 6 25 25 30 40 40 50 60 75 75 8 25 30 30 40 40 50 60 75 75 10 25 30 30 40 40 50 60 75 75 12 25 30 30 40 50 60 75 75 100 16 25 30 30 40 50 60 75 75 100 18 30 30 30 40 50 60 75 75 100 20 30 30 30 40 50 60 75 75 100 24 30 30 30 40 50 60 75 75 100

    30 + and Flat Surface 30 30 30 40 50 60 75 75 100

    SUPPLIER's Specification shall be approved by Company before placing any order.

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    8. INSULATION AND FITTINGS DETAILS Detail of Insulation and fittings shall be refer to other drawing and documents which will be issued separately.

    9. ENVIRONMENTAL CONDITIONS

    9.1 Ambient Conditions For ambient condition refer to Process Design Basis HEN-0000-PR-DB-0001 and

    Structural Design Basis HEN-0000-ST-DB-0001.

    9.2 Utility Supply Condition For utility supply condition refer to Process Design Basis HEN-0000-PR-DB-0001 and

    Electrical Design Basis HEN-0000-EL-DB-0001

    B4

    1. General1.1 Definition1.2 Reference Documents

    2. INSULATION AND ACCESSORIES REQUIREMENTS2.1 General Application on Unmanned Platform2.2 Insulation Material2.3 Removable Insulation Covers

    3. GENERAL APPLICATION REQUIREMENTS3.1 General3.2 Un-insulated Surfaces3.3 Pressure Testing Considerations3.4 Valves and Flanges3.5 Insulation Supports

    4. INSULATION OF PIPING4.1 Insulation Application4.2 Weatherproofing Application

    5. INSULATION OF VESSELS AND REQUIREMENT5.1 Insulation Application5.2 Weatherproofing Application

    6. MOISTURE PROTECTION7. INSULATION TABLES7.1 Schedule of Insulation and Accessory Materials7.2 Schedule of Insulation Materials Application7.3 Insulation Thickness

    8. INSULATION and Fittings DETAILS9. Environmental Conditions9.1 Ambient Conditions9.2 Utility Supply Condition