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IIIINNNNTTTTEEEEGGGGRRRRAAAATTTTEEEEDDDD FFFFLLLLOOOOWWWW SSSSOOOOLLLLUUUUTTTTIIIIOOOONNNNSSSSTTTTEEEECCCCHHHHNNNNIIIICCCCAAAALLLL CCCCOOOOAAAATTTTIIIINNNNGGGG SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS

1.0 SCOPE

1.1. This specification defines the minimum requirements governing surface cleaning and the preparation, selectionand application of the coating systems to be used on the equipment supplied by Integrated Flow Solutions. Thisspecification describes the project requirements, materials, workmanship and testing.

1.2. The exact work to be accomplished is defined in the Construction Drawings and the Job Notes.

1.3. The Construction Drawings, Job Notes and Bill of Material shall indicate the required components.

1.4. Appendix A summarizes the painting systems to be used. Sub-vendors are encouraged to use this painting systemalso.

2.0 CODES AND STANDARDS

2.1 Applicable Codes

These codes shall be interpreted as the minimum requirements applicable to the subject work and no statementcontained in this Specification shall be construed as limiting the work to such minimum requirements. The latesteditions of the codes:

2.1.1 Steel Structural Painting Council (SSPC) 4th Edition, March 1985.

2.1.1.1 PA-1 Shop, Field and Maintenance Painting

2.1.1.2 SP-1 Solvent Cleaning

2.1.1.3 SP-2 Hand Tool Cleaning

2.1.1.4 SP-3 Power Tool Cleaning

2.1.1.5 SP-5 White Metal Blast Cleaning (NACE No. 1)

2.1.1.6 SP-6 Commercial Blast Cleaning (NACE No. 2)

2.1.1.7 SP-7 Brush-off Blast Cleaning

2.1.1.8 SP-10 Near White Cleaning (NACE No.2)

2.1.2 Pictorial Surface Preparation Standards for Painting Steel Structures

2.1.2.1 SSPC-SP2 Swedish Visual Std. St. 2

2.1.2.2 SSPC-SP3 Swedish Visual Std. St. 3

2.1.2.3 SSPC-SP5 Swedish Visual Std. St. 3 (NACE No. 1)

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2.1.2.4 SSPC-SP6 Swedish Visual Std. SA 2

2.1.2.5 SSPC-SP7 Swedish Visual Std. SA 1

2.1.2.6 SSPC-SP10 Swedish Visual Std. SA -1/2 (NACE No. 2)

2.2 Galvanizing

2.2.1 ASTM A-385 Recommended Practice For Providing High Quality Zinc Coatings

2.2.2 ASTM A-123 Coatings On Products Fabrication From Rolled Pressed Or Forged Steel

2.2.3 ASTM A-153 Zinc Coating On Iron And Steel Hardware

2.2.4 ASTM A-142 Safeguarding Against Embrittlement Of Hot Galvanized Steel Products

2.2.5 ASTM A-120 Galvanized Pipe

2.2.6 ASTM A-392 Zinc Coated Steel Chain Link Fence Or Fabric

3.0 CONFLICTS

In the event of a conflict between the referenced codes and standards of this specification, it shall be brought to the attention ofthe coginzant Company Project Manager for resolution.

4.0 DESIGN

4.1 Project Control

4.1.1 Each job shall be assigned a Project Engineer or Project Manager

4.1.2 Selection of the surface preparation and the coating sytem is the responsibility of the Project Engineeror Project Manager.

5.0 SURFACES NOT REQUIRING SURFACE PREPARATION AND PAINTING

5.1 The following surfaces do not require painting or coating:

5.1.1 Finished coated electrical enclosures

5.1.2 Copper and copper alloys.

5.1.3 Stainless Steels

5.1.4 Hot Dip Galvanized Surfaces.

5.1.5 Fiberglass, plastic or plastic-coated material not susceptible to ultraviolet deterioration.

5.1.6 Instrument cases, etc., shall not be grit blasted or painted.

5.1.7 Nameplates, machined surfaces, instrument glass, flanged faces, control valve stems and similar items.

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5.1.8 Depending on the actual paint system specified in the Job Notes, OEM equipment with a final coatingwhose quality meets the intent of this specification may not require recoating.

5.2 Machined and threaded surfaces shall be protected with a temporary readily removable rust preventative, plasticprotectors, or tape.

6.0 SURFACE CLEANING AND PREPARATION

6.1 All burrs, weld splatter, indentations, and all other sharp surface projections shall be ground smooth prior tofurther surface preparation. Any grinding done after abrasive blasting shall be suitably prepared to obtain the properanchor profile.

6.2 Existing holes shall be smoothed before cleaning.

6.3 All sharp edges shall be rounded to a smooth radius.

6.4 All local mounted instrument gauges, nameplates, control valve stems, code stamps, electrical fixtures, shall beprotected to prevent damage during cleaning and painting. Where practical, electrical components shall be installedafter blasting.

6.5 Abrasive blasting shall be done in an area away from painting operations and freshly coated surfaces to preventcontamination.

6.6 The abrasive will be aluminum oxide, silica sand, flint, or steel grit, sized to give a nominal profile height of 0.75to 2 mils.

6.7 All surfaces requiring blasting are to be blast cleaned in accordance with the paint sytem specified in the JobNotes. If a surface preparation is not specified for fabricated steel, then the standard of Steel Structural PaintingCouncil (SSPC). SSPC-SP 6 "Commercial Blasting” will be applied.

SSPC-SP6 removes everything except the gray mill scale binder and surface rust stains, thus leaving a streakyappearance. Two-thirds of any given square inch, however, has the appearance of white metal. This is an acceptabledegree of cleaning for most atmospheric exposures.

6.8 To avoid condensation, abrasive blasting performed outdoors shall be done during daylight hoursand with the steel surface at least 5 degrees F. above the dew point during cleaning operations.

6.9 The blast-cleaned surface shall be coated with primer the same day and before rust blooms appear. Any steel thatis not primed or is wet by rain or moisture shall be reblasted. Under no circumstances shall the surface be allowed torust before priming, regardless of the time elapsed.

7.0 MIXING, THINNING AND STORAGE

7.1 Paint must be stored in accordance with the manufacturer's recommendation.

7.2 All containers of coating material shall remain unopened until required for use.

7.3 Coating materials which have jelled or otherwise deteriorated during storage shall not be used.

7.4 All ingredients in any container shall be thoroughly mixed before use to a smooth and uniform consistency.

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7.5 Where a skin has formed in the container, the skin shall be cut loose and discarded. If such skins are sufficientlythick to have a detrimental effect on the composition and quality, the paint shall not be used.

7.6 All pigmented material shall be strained after mixing except where application equipment is provided withadequate strainers. Strainers shall be capable of passing the pigment and removing any skin.

7.7 Material which does not have a limited pot life, or does not deteriorate on standing, may be mixed any time beforeusing, but if settling has occurred, material shall not remain in spray pots or buckets overnight but shall be gatheredinto a closed container and remixed before use.

7.8 Approved thinners shall be added only when necessary for proper application. Thinning shall not exceedlimitations established by manufacturer.

7.9 When use of thinner is permissible, it shall be added during the mixing process. Painters shall not add thinner afterpaint has been thinned to the proper consistency.

8.0 COATINGS

8.1 General Coating Procedure

8.1.1 All coating products shall be in accordance with approved manufacturers listed in Appendix A.

8.1.2 The primer coat of paint shall be applied to a thickness as defined in the Appendix A paint systemspecified in the Job Notes.

8.1.3 The final coat (top coat) shall be of a color specified in the Appendix A paint system specified in theJob Notes. If a non-standard final coat color is required, the Project manager shall specify the required colorin the Job Notes.

8.1.4 Unit mounted vendor supplied items purchased "off the shelf" do not require a top coating inconformance with this specification.

8.1.4.1 The Assembly Shop and Paint Shop shall look at all vendor supplied items and determine if thecoating system is of sufficient quality. If the coating system is determined not to be of sufficient quality theProject Manager should be informed and the coatings repaired.

8.1.4.2 When due to the quality of the vendor supplied coating and paint repair per paragraph 8.7 is required,the final coat is to be per the Appendix A paint system specified in the Job Notes.

8.1.5 Custom manufactured vendor items shall be painted in accordance with this specification, or whenrequested by the company, "primed” only. The top coat will be applied by the company..

8.2 General Coating Application

8.2.1 To the maximum extent practicable, each coat of material shall be applied as a continuous film ofuniform thickness free of pores. Any thin spots or areas missed during the applications shall be re-coated andpermitted to dry before the next coat is applied in accordance with manufacturers' recommendation.

8.2.2 Each coat shall be in a proper state of cure of dryness before the application of the succeeding coat.Material recoating time shall be recomended by the paint manufacturer. If a recoating time is not available

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for elevated temperature drying the material shall be considered dry for recoating when an additional coatcan be applied without the development of any detrimental film irregularities, such as lifting or loss ofadhesion of the undercoat.

8.2.3 Alternate coats shall be tinted sufficiently to produce enough contrast to indicate complete coverage ofthe surface.

8.2.4 The edges of structural shapes and process equipment shall receive the first pass of each coat followeddirectly by the coating of the remaining surfaces.

8.3 Air Spray Application

8.3.1. The equipment used shall be suitable for the intended purpose, shall be capable of properly atomizingthe paint to be applied, and shall be equipped with suitable pressure regulators, and gauges. The air caps,nozzles, and needles shall be those recommended by the manufacturer of the equipment for the material to besprayed. The equipment shall be kept in satisfactory condition to permit proper paint application.

8.3.2 Traps or separators shall be provided to remove oil and condensed water from the air. These traps orseparators must be of adequate size and drained prior to each coating application. The air from the spray gunimpinging against the surface shall show no condensed water or oil.

8.3.3 The pressure on the material in the pot shall be adjusted when necessary for changes in elevation of thegun above the pot. The atomizing air pressure at the gun shall be high enough to properly atomize the paint,but not so high as to cause excessive fogging of the paint, excessive evaporation of solvent, or loss byoverspray.

8.3.4 Spray equipment shall be kept sufficiently clean so that dirt, dried paint, and other foreign materials arenot deposited in the paint film. Any solvents left in the equipment shall be completely removed beforeapplying paint to the surface being painted. Equipment shall be purged with thinner compatible with productto be sprayed.

8.3.5 Paint shall be applied in a uniform layer, with proper overlapping at the edge of the spray pattern. Thespray pattern shall be adjusted so that the paint is deposited uniformly. During application, the gun shall beheld perpendicular to the surface and at a distance as recommended by the paint manufacturer which willensure that a wet layer of paint is deposited on the surface. The trigger of the gun should be released at theend of each stroke and restarted only after forward motion of the gun has started.

8.3.6 Areas inaccessible to the spray gun shall be painted per Section 8.4 of this specification.

8.4 Brush Application

8.4.1 Coatings shall be brushed on all areas which cannot be properly spray coated for any reason.

8.4.2 Brushes shall be of a style and quality that will enable proper application of paint. Round or ovalbrushes are most suitable for rivets, bolts, irregular surfaces, and rough or pitted steel. Wide, flat brushes aresuitable for large flat areas, but they shall not have a width over five inches.

8.4.3 The brushing shall be done so that a smooth coat as nearly uniform in thickness as possible is obtained.

8.4.4 Paint shall be worked into all corners.

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8.4.5 There shall be a minimum of brush marks in the coat of applied paint.

8.5 General Consideration And Protection

8.5.1 Contact surfaces of all components (bottom of skids, pipe supports, brackets, bolt holes, etc.) areincluded in the scope of work to receive a minimum of the primer coat prior to assembly. Machinedmounting surfaces of rotating equipment will not be painted.

8.5.2 For surfaces to be painted which cannot be abrasive blasted, solvent may be used to remove all oil film,dirt, scale or flaking paint. Power brushing can be used, however, care must be taken not to burnish the metalsurface.

8.5.3 All nameplates, manufacturers' identification tags, instrument glass, finished flange faces, control valvestems and similar items shall be cleaned and restored to its original condition.

8.5.4 Paint shall be protected from rain, condensation, contamination, snow and freezing to the fullest extentpractical until cured.

8.5.5 Gasket and ring faces shall be protected from blasting and coating.

8.6 Drying Of Coated Surfaces

8.6.1 Forced air drying is acceptable; however, no paint shall be force dried under conditions which willcause cracking, wrinkling, blistering, formation of pores, or detrimentally affect the condition of the paint.

8.6.2 No drier shall be added to a paint on the job unless specifically called for in the manufacturers'specification for the paint.

8.7 Repair Of Damaged Paint Surfaces

Where shop paint has been damaged in handling, all damaged and loosely adhering paint shall be removedand the surface thoroughly cleaned. Edges of the breaks shall be feathered and the paint system reapplied. Iffeathering does not go to bare metal only the top coat needs to be reapplied.

8.8 Inspection

8.8.1 All subcontracted work and materials applied under this specification shall be subject to inspection bythe companies Quality Control Department.

8.8.2 All parts of the work shall be readily accessible for inspection.

8.8.3 Each coat shall be inspected prior to application of the next coat. Areas found to contain runs,overspray, roughness, pinholes, sags, or other signs of improper application, shall be repaired or recoated inaccordance with this specification.

8.8.4 Each coat of paint shall be gauged for dry film thickness using a calibrated dry film gauge of theMikrotest type or an approved equivalent.

8.8.5 INTEGRATED FLOW SOLUTIONS Paint Record (Form No. FI-QC-CS-01) is to be maintained bythe paint crew on a daily basis. After completion it is to be placed in the job file.

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APPENDIX AIntegrated Flow SolutionsFACTORY PAINTING

I. CARBON STEEL

a) Exterior - Ambient Temperature (to 180ºF)

b) Exterior - Ambient Temperature (to 180ºF)OEM Equipment

c) Exterior - High Temperatures (180ºF to 1000ºF) Carboline

d) Exterior - High Temperatures (180ºF to 900ºF) Sherwin Williams

e) Exterior - Ambient Temperature, Off Shore (to 180ºF) Carboline

f) Exterior - Ambient Temperature, Off Shore (to 180ºF) CarbolineOEM Equipment

g) Grout Type Bedplates

h) Coal Tar Epoxy

II. ALLOY MATERIALS

a) Exterior - High Temperatures (180ºF to 900ºF)

Inte

gra

ted

Flo

w S

olu

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ns

Pag

e 1

of

6

APP

END

IX A

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If to

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and

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and

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APP

END

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Pag

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APP

END

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peci

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Flo

w S

olu

tio

ns

Pag

e 4

of

6

APP

END

IX A

APP

LIC

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asse

mbl

e un

its

Incl

udes

: Val

ves

P

anel

s

Pum

ps

Mot

or

G

ears

and

oth

er it

ems

As r

equi

red

SSPC

-SP1

Solv

ent C

lean

SSPC

-SP2

Han

d to

ol c

lean

ing

SSPC

-SP3

Pow

er to

ol c

lean

ing

CA

RBO

LIN

EPo

lym

eric

Epo

xyA

mid

oam

ine

Seal

er

Cat

alog

num

ber

Rus

tbon

d Pe

netra

ting

Seal

erC

lear

Win

ter G

rade

whe

n ap

plic

atio

n te

mpe

rture

is b

etw

een

50 a

nd 9

0 D

eg F

Sum

mer

Gra

de w

hen

appl

icat

ion

tem

pertu

re is

bet

wee

n 70

and

110

Deg

F

Thin

ner

N/A

1.0

- 2.0

DFT

CA

RBO

LIN

E

Acr

ylic

Alip

hatic

Pol

yure

than

e

Cat

alog

num

ber

D13

4HS

Gra

y C

703

or a

s spe

cife

d in

job

note

s

Thin

ners

Car

bolin

e #2

14

1.5

- 2.0

DFT

*Sur

face

s pre

pare

d an

d pa

inte

d by

OEM

's ar

e no

t to

be p

repa

red

and

pain

ted

per t

he S

peci

ficat

ion

unle

ss th

e pa

int s

yste

m is

dam

aged

to a

n ex

tent

whe

re it

shou

ld b

ere

plac

ed.

Inte

gra

ted

Flo

w S

olu

tio

ns

Pag

e 5

of

6

APP

END

IX A

A

PPLI

CA

TIO

N O

F PA

INT

AN

D P

RO

TEC

TIV

E C

OA

TIN

GS

APP

LIC

ATI

ON

DES

CR

IPTI

ON

OF

USE

SUR

FAC

E PR

EPPR

IME

CO

AT

FIN

AL

CO

AT

I. C

AR

BO

N S

TEEL

g)

Gro

ut T

ype

Bed

plat

es

All

grou

t typ

e be

dpla

tes u

nles

sst

ated

in jo

b no

tes.

SSPC

-SP6

Com

mer

cial

Bla

st

GA

VLO

N

Prim

er S

eale

rSi

ngle

Pac

kage

mod

ified

ure

than

e

Cat

alog

num

ber

8571

Red

Oxi

de

Thin

ners

Toul

ene

Tem

p. 5

0ºF

to 8

0ºF

Xyl

ene

80ºF

and

abo

ve

1.5

to 2

.5 D

FT

GA

VLO

N

Self

Prim

ing

Enam

el M

odifi

edPo

lyes

ter T

erpo

lym

er

Cat

alog

num

ber

HS5

10-V

OC

#144

9LF

Gra

y

Thin

ners

Toul

ene

Tem

p. 5

0ºF

to 8

0ºF

Xyl

ene

80ºF

and

abo

ve

2.0

- 4 .0

DFT

I. C

AR

BO

N S

TEEL

h

) Coa

l Tar

Epo

xyA

ll ca

rbon

stee

l , st

ruct

ural

stee

lan

d m

isc.

stee

l exp

osed

toam

bien

t con

ditio

ns a

ndw

eath

erin

g

Incl

udes

: Mai

n sk

id

Pip

ing

B

raci

ng a

nd

Sup

ports

Ato

msp

heri

c Se

rvic

eSS

PC-S

P6

Com

mer

cial

Bla

st

Imm

ersio

n Se

rvic

eSS

PC-S

P5

Whi

te M

etal

As s

peci

fied

in jo

b no

tes

N/A

SHER

WIN

WIL

LIA

MS

Hig

h B

uild

Pol

imid

e C

ure

Epox

y

Cat

alog

Num

ber

Hi M

il Sh

er-T

ar E

poxy

Bla

ck

Thin

ners

Sher

win

Will

iam

s R7K

54

15.0

- 17

.0 D

FT*S

urfa

ces p

repa

red

and

pain

ted

by O

EM's

are

not t

o be

pre

pare

d an

d pa

inte

d pe

r the

Spe

cific

atio

n un

less

the

pain

t sys

tem

is d

amag

ed to

an

exte

nt w

here

it sh

ould

be

repl

aced

.

Inte

gra

ted

Flo

w S

olu

tio

ns

Pag

e 6

of

6

APP

END

IX A

A

PPLI

CA

TIO

N O

F PA

INT

AN

D P

RO

TEC

TIV

E C

OA

TIN

GS

APP

LIC

ATI

ON

DES

CR

IPTI

ON

OF

USE

SUR

FAC

E PR

EPPR

IME

CO

AT

FIN

AL

CO

AT

II. S

TAIN

LESS

STE

EL

a) E

xter

ior/I

nter

ior

Hig

h Te

mpe

ratu

re

(18

0ºF

to 9

00ºF

)

All

Allo

y M

ater

ial p

umps

subj

ecte

d to

hig

h te

mpe

ratu

re

1) H

igh

Tem

pera

ture

Pum

ps2)

Hig

h Te

mpe

ratu

re T

urbi

nes

SSPC

-SP-

10

Nea

r-W

hite

Bla

st

unle

ss p

aint

ed b

y pu

mp

oren

gine

man

ufac

ture

r with

sim

ilar p

aint

AM

ERO

N

Hig

h H

eat C

oatin

g

Cat

alog

num

ber

892

HS

Alu

min

um

Thin

ner;

Am

erco

at 6

5

1.5

to 2

.5 D

FT

AM

ERO

N

Hig

h H

eat C

oatin

g

Cat

alog

num

ber

892

HS

Alu

min

um

Thin

ner;

Am

erco

at 6

5

1.5

to 2

.5 D

FT*S

urfa

ces p

repa

red

and

pain

ted

by O

EM's

are

not t

o be

pre

pare

d an

d pa

inte

d pe

r the

Spe

cific

atio

n un

less

the

pain

t sys

tem

is d

amag

ed to

an

exte

nt w

here

it sh

ould

be

repl

aced

.