ML20195B526

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Rev 6 to EDP-ZZ-03000, Containment Building Coatings
ML20195B526
Person / Time
Site: Callaway Ameren icon.png
Issue date: 05/20/1997
From: Cryderman P
UNION ELECTRIC CO.
To:
Shared Package
ML20195B524 List:
References
EDP-ZZ-03000, EDP-ZZ-3000, NUDOCS 9811160156
Download: ML20195B526 (31)
v • d • e


Text

p ATT CHMENT 3

- EDP-ZZ-03000 Revision 6 March 27,1997 t

CALLAWAY PLANT ENGINEERING DEPARTMENTAL PROCEDURE EDP-ZZ-03000 CONTAINMENT BUILDING COATINGS RESPONSIBLE DEPARTMENT Engineering WRITTEN BY Pat Cryderman PREPARED BY Pat Cryderman APPROVED BY b. 63M J-t 4 S9IFD h MAY 201997 DATE ISSUED 6-8047 ACCOUMABLE HOLDER F7 This procedure contains the following:

Pages 1 through 11 Attachments 1 through 7 Tables through Figures through Appendices through CheckoffLists through This procedure has checkofflist(s) maintained in the mainframe computer.

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7 9811160156 981109 ADOCK0500g3 DR

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TABLE OF CONTENTS  !

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l Section Page Number i 1

1. P URPO S E AND S C OPE . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . .. . . . . .. . . . . . . . . . . . . . .. 1
2. DEFINITI ON S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
3. RE SPONSIB ILITIES . . . ... .. . .. . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . ... .. . . ... . . .. .. . 2
4. LIMITATIONS AND ACTIONS......... .............. ............................... 2 i
5. APPLICATION OF CONTAINMENT QUALIFIED COATINGS ..... 6 5.1 COATINOS PROCEDURE FOR CONCRETE, MASONRY, AND CEMENT PLASTER SURFACES ........... . ............ ............ .... 6 5.2 COATINGS PROCEDURE FOR FERROUS METAL (CARBON STEEL)..............................................................................8
6. REFEREN C E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 1
7. DOCUMENTATION. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 Attachment 1 - Callaway Craft (Painter) Qualification Record 3 Pages Attachment 2 - Review ofWork requests Affecting HVAC System 2 Pages .

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Attachment 3 - Coating Systems 1Page )

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l Attachment 4 - Carbon Steel Coating Instructions 3 Pages l Attachment 5 - Concrete Floor Sealer / Primer Coating Instmetions 3 Pages Attachment 6 - Concrete Walls Sealer / Primer Coating Instmetions 3 Pages l- Attachment 7 - Concrete Surfaces Top Coat Instructions 3 Pages l

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, EDP-ZZ-03000 Rev. 6 I

CONTAINMENT BUILDING COATINGS 1

1. PURPOSE AND SCOPE 1.1 This procedure describes the responsibility and actions ofEngineering, Planning, Quality Control, and painters for the surface preparation of substrates to be painted, qualification of painters, and the application of coatings and surfacers to equipment, systems, and stmetures for use in Containment. (CTSN 2457,2458) 1.2 This procedure SHALL pertain to the Reactor Building interior and all equipment and facilities used inside containment whether or not the coating is applied inside containment or at a remote location except as noted in Section 1.3 of this procedure.

1.3 Excluded from the procedure is painting Category 3 - Small Equipment as defined in Section 6.1 of the FSAR and any temporary equipment which WILL NOT remain inside Containment during normal plant operation.

Coatings excluded from this procedure should be applied in accordance with EDP-ZZ-03010, Field Coatings, Non-Safety & Special Scope.

1.4 All coating materials used in implementing this procedure SHALL be only those approved and listed in this procedure. (CTSN 2463)

2. DEFINITIONS 2.1 Coatina - a fluid which when applied to a surface, forms a solid continuous film or barrier by some physical or chemical means whether used as a prime, intermediate, or final coat.

2.2 Exterior - the external surfaces of apparatus, equipment, vessels, or pipe.

2.3 Interior - the internal surfaces of apparatus, equipment, vessels, or pipe.

2.4 Coatine Systeni- one or several coating materials to be applied on a prepared surface in specific sequence (primer, intermediate, and final) with a required dry-mil thickness for each coat.

2.5 Surfacer - a substrate filler and sealu system applied as specified and prior to the finish coating system.

2.6 Cg.t._nys in Coordinator - Responsible Engineer or his designee.

2.7 Shelf-Life - SHALL mean actual product life not mixed.

2.8 Pot-Life - SHALL mean actual product life mixed.

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3. RESPONSIBILITIES 3.1 UENE Engineerina (CTSN 41837,42671) 3.1.1 Review all changes, corrections, deletions, and additions to this procedure.

l 3.1.2 Provide technical assistance to Planning, Maintenance, QC and contract personnel concerning the selection and applications of coatings.

3.1.3 Monitor coating application and coating performance and revise this procedure accordingly.

3.2 Plannine And Schedulina 3.2.1 Plannins and processing all applicable coating work requests in accordance with this procedure and PDP-ZZ-00003, Work Request Development.

3.3 Suoerintendent. Maintenance (CTSN 42671) l 3.3.1 Ensure that work performed by UENO Maintenance is in accordance with this procedure and other applicable procedures.

3.3.2 Ensure that work performed by other than Union Electric personnel is in accordance with this procedure and other applicable procedures.

3.4 Suoerintendent. Health Physics l

l 3.4.1 Ensure that work performed inside the Radiological Controlled Area l (RCA) is in accordance with this procedure and other applicable procedures for working in the RCA.

r l 4. LIMITATIONS AND ACTIONS 4.1 The surface preparation of substrates and the application of coatings shall

.l meet the requirements of this procedure, Attachment 4, and Specification A-1003(Q), as applicable. (CTSN 2475,2450,2474,2478,2476,2447, 2459) l 4.1.1 All work not meeting these requirements SHALL be documented in accordrace with APA-ZZ-00500. (CTSN 2451) l 4.1.2 All work not meeting these requirements SHALL be repaired. If work can't be brought into compliance with 4.1, Engineering SHALL determine acceptability or corrective action. (CTSN 2452)

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EDP-ZZ-03000 Rev. 6  !

4.2 Coating work performed within the Containment Building or on equipment or components to be installed in the Containment Building SHALL be SAFETY-RELATED except as exempt per section 1.3. J (CTSN 2463) l 4.2.1 All coating work performed in Containntent or on equipment to be placed 1 in Containment SHALL be inspected and documented by certified Quality l

Control personnel. - (CTSN 2447,1262, 2453, 2468) ,

4.2.2 The coating applicator SHALL report daily on surface preparation conditions and application work during each shift for each area of work.

This report SHALL be duly verified by Union Electric and documented in the Work Request Package. (CTSN 2477,2445) 1 4.3 Coating materials used in implementing this procedure SHALL be only ,

those approved and listed in this procedure, unless otherwise approved by l Engineering. Refer to WSP-ZZ-00008, Storeroom Issue of Material, l Components, and Equipment. (CTSN 2441,2469,2478,2464,2441, 2459) 4.4 Coating activities are controlled by a work request prepared in accordance with APA-ZZ-00320, Initiating And Processing Work Requests.

4.4.1 A Confined Space Entry Permit (CSEP) is required for all work indoors to assure proper ventilation is provided.

4.4.2 Painting or coating work requests, to be performed inside the power block, MUST have a completed Review of Work Requests Affecting the Containment HVAC System, Attachment B, before the work request is issued. This review WILL be performed by the HVAC System Engineer to determine potential adverse effects on charcoal adsorber units, actions to prevent damage, and surveillance requirements. (CTSN 43201) 4.4.3 All coating products utilized for a coating operation are to be specified on a work document and have a Storercom Issue Requisition with traceability attached with "Q" class designated as SAFETY-RELATED coati ngs. (CTSN 2468) 4.5 Receiving, handling, storage, and control of coating materials SHALL be in accordance with plant procedures.

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-1 EDP-ZZ-03000 Rev. 6 4.6 All exposed surfaces ofitems to be painted WILL be coated unless otherwise specified. (CTSN 4434)

CAUTION: Certain items are prohibited from being painted, such as stainless steel, see APA-ZZ-00660, Control of Special Processes and System Cleanness, and Specification i A-1003(Q), Surface Preparation and Application of Field Coatings, for details.

4.6.1 Ultrasonic Inspection Grids used for Erosion / Corrosion Inspection under l EDP-ZZ-01115, Erosion and Corrosion ofPiping and Components Predictive Performance Manual, MUST NOT BE PAINTED, unless otherwise approved by Nuclear Engineering when applying field coatings to piping and piping components. Field coatings applied to the piping should be stopped approximately six inches away from the inspection grid.

4.7 Surfaces which WILL be inaccessible after installation are to be painted prior to installation.

4.8 Hardware, accessories, labels, lighting fixtures, cover plates, diffusers, and similar items in contact with surfaces to be coated, MUST be taped, ,

masked, or otherwise protected before surface preparation and coating i operations. Obtain Control Room approval prior to masking over any equipment air grills.

4.9 Weld seams and other surfaces where coatings have been damaged or omitted are to be repaired per specification requirements.

4.10 At all times, compressed air utilized for surface preparation or application of coatings is to be free of oil and moisture during cleaning and coating applications.

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4.11 Calibrated test and measuring equipment used in surface preparation, l paint application, and curing work should include but not be limited to the following: (CTSN 2450)

a. Thermometer j

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b. SurfaceThermometer i c. HygrometerorPsychrometer  !
d. Dry Film Thickness Gauge such as Mikrotest or Elcometer i
e. Surface Profile Comparator such as Keane-Tator Profile Comparator  !

Disc

f. Tooke Gauge l
g. Wet-Film Thickness Gauge such as Nordsen with range from 0 to 40 mils.

4.12 Cleaning and coating operations should be scheduled with the work of others so that dust and other foreign materials from construction or i cleaning processes do not fall on wet, newly coated sudaces. Drop cloths I should be provided at all locations and all necessary measures should be taken to prevent coating materials from falling or marring any surface not l to be coated.

4.13 Masking tape used on stainless steel SHALL be low chloride tape, with total halogen content not exceeding 0.1 percent by weight.

(CTSN 41770) 4.14 Washing solutions, acids, neutralizers, and other foreign matter MUST NOT be allowed to enter into the plant drainage system without prior approval.

4.15 All personnel involved with application and/or inspection of Safety Related coatings SHALL be properly qualified by Quality Control and documentation of the qualification SHALL be on file in File T210.0002.

See Attachment 1. (CTSN 2817,2459) l l

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' l 4.16 Verification of painter qualification SHALL be achieved in at least one  !

(1) of the following manners: (CTSN 2442,2444,2817)  ;

. 4.16.1 Verification of previous painter certifications attached to a completed Callaway Craft (Painter) Qualification Record. (See Attachment 1, File T210.0002) 4.16.2 Field Qualification Test performed in the field with Quality Control surveillance. Test requirements SHALL be in accordance with stipulated coating referenced in Attachment D of this procedure. Subject test sample SHALL be at least one square foot in size. Upon acceptance to test sample, complete the Callaway Craft (Painter) Qualification Record, Attachment A. (CTSN 2464) 4.16.3 Procedure qualification SHALL be performed in accordance with the manner stipulated in Paragraph 4.16.2 per a work request. Requalification  ;

WILL be required if any critical parameters in the application process are i changed. (CTSN 2464) 4.17 All wastes (coatings and chemicals) SHALL be disposed ofin accordance  !

with APA-ZZ-00830, Hazardous Material Control Program. 1 i

5. APPLICATION OF CONTAINMENT OUALIFIED COATINGS j All coatings used in containment shall be those approved for use as l " Containment Qualified" per this procedure (See Attachment 3). All other 4 coatings must be approved by Engineering prior to use and tracked on the Unqualified Coatings Log. File E170.0301 (CTSN 2441,2464,1280, j i 2932, 2933,2934, 2935) l 1

5.1 COATINGS PROCEDURE FOR CONCRETE 5.1.1 Concrete coating SHALL be Qualified Coating System #2 (Attachment 5 1' Sealer and Attachment 7 - Top Coat) for floors and System #3 (Attachment 6 - Sealer and Attachment 7 - Top Coat) for walls. Planner l need only include appropriate Attachments in she work package.

(CTSN 2464)

I 5.1.2 Surface Preparation (CESN 2473,2474,2476) 5.1.2.1 Assure that surfaces are dry and free of foreign material.

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.. , EDP-ZZ-03000 Rev. 6 5.1.2.2 Remove any grease and/or oil by spot cleaning with Ameron #12 solvent l or Carboline Thinner #33. Thoroughly clean the surface to remove loose dust and debris with a mild detergent and water or, a solution of 4 to 8 ounces of trisodium phosphate per gallon of warm water. Rinse area .

thoroughly with fresh water. l 5.1.2.3 Roughen glazed, slick surfaces to promote adhesion of coatings. ]

l5.1.2.4 Repair voids, rock pockets, etc., gieater than or equal to 1.5 inches in I depth with drypack grout in accordance with EDP-ZZ-04050, l Civil / Structural Activities.  ;

i FOTE: Grout /drypack repairs MUST cure a minimum of 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> prior to coating if membrane cured.

5.1.2.5 Do not use materials containing chlorides on concrete.

5.1.2.6 Do not use hydrochloric acid (muriatic acid) in any form. (CTSN 4434) 5.1.3 Application of coating materials and surfacers 5.1.3.1 Assure that ambient conditions are within the limits of the following:

l (CTSN 2465,2475) l 5.1.3.1.1 Temperature of concrete surfaces SHALL be between 50 F and 110 F for all coe+.ings.

5.1.3.1.2 Surface temperature is at least 5'F above the dew point.

5.1.3.1.3 Relative humidity is less than 85 percent.

5.1.3.2 Assure that surface is clean and free of moisture.

5.1.3.3 Assure that surface preparation of substrate is ready to receive coating and has been inspected and released by Quality Inspection - as applicable.

5.1.3.4 Apply primer / sealer specified per Attachment E for floors or Attachment F for walls.

NOTB The primer / sealer is only required for bare concrete.

The primer / sealer may be deleted from previously coated l

concrete floors and walls, but is recommended for all l

! concrete floors if time permits.

' EDP-ZZ-03000 Rev. 6 5.1.3.5 Assure that previously applied coat, if any, has properly cured.

5.1.3.6 Apply finish coat to the thickness, if specified, to attain uniform coverage without runs or sags.

5.1.3.7 Assure wet film thickness is checked and dry film thickness is attained.

(CTSN 2450)

NOTE- Freshly painted areas should be ventilated for 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> when sprayed.

5.2 COATINGS PROCEDURE FOR FERROUS METAL (CARBON STEEL) 5.2.1 Carbon Steel coating SHALL be Qualified Coating System #1 (see Attachment 4) Planner need only include sections from Attachment 4 in the work package. (CTSN 2463) 5.2.2 Surface Preoaration (CTSN 2473) 5.2.2.1 Surface temperature is at least five degrees above the dew point provided:

(CTSN 2474) 5.2.2.1.1 If surface temperatures change to less than five degrees above the dew point, work SHALL be stopped. (CTSN 2474) 5.2.2.2 All activity SHALL be monitored and documented in accordance with QC requirements. (CTSN 2463) 5.2.2.3 Assure that surfaces are dry and free of foreign material.

5.2.2.4 Remove any oil and grease, if present, by solvent cleaning.

5.2.2.5 Protect identification erection and mark numbers.

l 5.2.2.6 After solvent cleaning, prepare surface as required per specified maintenance system for proper adhesion of specified coatings by sandblasting (when allowed) or with abrasive wheel or similar equipment.

(CTSN 2476) 4 NOTE: Sandblast Profile - IS70 to 3S70 Abrasive Wheel-White shiny / bright metal finish. Sand blasting SHALL NOT be allowed unless specifically approved by Nuclear Engineering.

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EDP-ZZ-03000 Rev. 6 l'

5.2.2.7 Following cleaning and/or immediately prior to coating application, remove dust and deleterious material. Using compressed air requires prior i HP approvalifin the RCA.

5.2.3 Aeolication OfCoatina Materials And Surfacers j l '

5.2.3.1 Assure that ambient conditions are within the limits of the following:

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5.2.3.1.1 Temperature of steel surfaces SHALL be between 50'F and 120 F.

5.2.3.1.2 ' Surface temperature is at least 5 F above the dew point.

5.2.3.1.3 Relative humidity is less than 86 percent.

5.2.3.2 Assure that surface is clean and free of moisture. l 5.2.3.3 Assure that surface preparation of substrate is ready to receive coating and has been inspected and released by Quality Inspection - as applicable.

5.2.3.4 , Apply coating to properly prepared steel within the time limit stipulated and to the thickness specified. Attain uniform coverage without mns or

! sags.

5.2.3.5 Assure that previously applied coat, if any, has properly cured.

! 5.2.3.6 Apply finish coat, if specified, to a thickness to attain uniform coverage l without runs or sags.

5.2.3.7 Dry film thickness is checked and attained. (CTSN 2450)

NOTE: Freshly painted areas, within the RCA, should be ventilated for 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> when sprayed.

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i i 6. REFEREN_CE i i

L 6.1 The following standaid and codes are incorporated as a pan of this i Specification as indicated:

l 6.1.1 Steel Structures Painting Council (SSPC).

l PA 1-64 Shop, Field ud Maintenance Painting l PA 2-73T Measurement of Dry Film Thickness with l Magnetic Gages SP l-63 Solvent Cleaning l SP 2-63 Hand Tool Cleaning l SP 3-63 Power Tool Cleaning SP 5-63 No. 5 White Metal Blast Cleaning l SP 6-63 No. 6 Commercial Blast Cleaning SP 7-63 No. 7 Brush-Off Blast Cleaning SP 10-63T Near-White Blast Cleaning 1

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6.1.2 American National Standards Institute (ANSI):

N101.2-72 Protective Coatings (Paints) for Light Water

Nuclear Reactor Containment Facilities. I N101.4-72* Quality Assurance for Protective Coatings Applied to Nuclear Facilities.

N45.2-77 Quality Assurance Program Requirements for Nuclear Power Plants.

i N45.2.2-72 Packing, Shipping, Receiving, Storage, and Handling ofItems for Nuclear Power Plants.

N45.2.3-73 Housekeeping During the Construction Phase of Nuclear Power Plants.

N45.2.6-78 Qualification ofInspection, Examination, and Testing Personnel for the Constmetion Phase Nuclear Power Plants.

j. 6.2 APA-72-00830, Hazardous Material Control Program l

6.3 APA-ZZ-00510, Nonconformance Control and Reporting l

6.4 FSAR - Section 6.1, Engineered Safety Feature Materials I

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7. DOCUMENTATION (CTSN 2454)

All documentation required per this procedure (Attachments 1 and 2) l l

l 7.1 WILL be sent to the QA Vault with the appropriate work document.

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l 7.1.1 All Painter Qualificatior Records SHALL be sent to File T210.0002  ;

! within three months of completion as required by APA-ZZ-00220, Records Management.

l 7.1.2 The completed coatings work package, along with QC Inspection 1 Reports SHALL be sent to the QA vault, (File Pl70.0001.001-Q).

! (CTSN 2453) 7.1.3 The Unqualified Coatings Log (if required) SHALL be sent to File E170.0301 within three months of completion as required by APA-ZZ-00220.

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i l TECHNIC AL DATA '

CALLAWAY CRAFT (PAINTER) OUALIFICATION RECORD i

Name of Painter: i I

Badge No.: SS No.:

Education (High Schoc!):

Education (College or Technical):

EMPLOYMENT AND OUALIFICATIONS COMPANY & EMPLOYhENT

SUMMARY

OF EXPERIENCE WITH  !

LOCATION DATES EXPERENCE PRODUCT TYPES l

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EDP-ZZ-03000 Rev. 6 Pr. inter: I

~ Badge No.:

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TECHNICAL DATA CALLAWAY CRAFT (PAINTER) OUALIFICATION RECORD i-

Carboline 890 - Brush and Roller Anolication Test Panel Results Acc. Not Acc. Date
i VisualInspection I Dry Film Thickness Previous Certification By:

from: U. E. Quality Inspector-Coatings -

Carboline 890 - Hieh Volume - Low Pressure Soray Acolication

' Test Panel Results Acc. . Not Acc. Date:

j VisualInspection i

Dry Film Thickness Previous Certification By:

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U. E. Quality Inspector-Coatings Carboline 890 - Conventional Soray Apol: cation

! Test Panel Results Acc. Not Acc. Date:

VisualInspection

. Dry Film Thickness Previous Certification By:  ;

from: U. E. Quality Inspector-Coatings  !

STARGLAZE 2000 - Brush and Roller Acolication '

i Test Panel Results Acc. Not Acc. Date:

VisualInspection Dry Film Thickness Previous Certification By:

from: U. E. Quality Inspector-Coatings OTHER Test Panel Results Acc. Not Acc. Date:

VisualInspecion Dry Film Thi:kness Previous Cecification By:

from: U. E. Quality Inspector-Coatings Page 2 of 3 ATTACHMENT 1 CA-#1594

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, EDP-ZZ-03000 Rev. 6 l~ ,

. l l CALLAWAY CRAFT (PAINTER) QUALIFICATION RECORD INSTRUCTIONS FOR COMPLETING DATA IN ATTACHMENT "1" I

Zass.1  !

1. Name of painter being qualified 2.. Social Security Number
3. BadgeNumber

! 4. High School attended, City and State

5. College or Technical School attended, City and State
6. List company worked for, City and State
7. List employment dates
8. Give a summary of field experience at this company
9. Identify coating products / types with which experiences or certified Paste 2
1. Name of painter being qualified
2. BadgeNumber
3. Results of Test Panel-Indicate Acceptable (Acc.) or Not Acceptable (Not Acc.) for both Visual and  ;

Dry Film Thickness. Indicate previous certification and company received from.

4. Date ofQualification Signature of UE Quality Inspector-Coatings i

Page 3 of 3 ATTACHhENT 1 CA-#1594

?. EDP-ZZ-03000 Rev. 6 REVIEW OF WORK REOUESTS AFFECTING HVAC SYSTEMS SECTION A (To be completed by Responsible Planner)

Work Request:

Location: Room No.:

Description ofWork:

Approximate Area to be Painted: sq. ft.

Approximate quantity of Coating allocated: gallon (s)

Materials:

SIR's:

Planner: Date:

SECTION B (To be completed by responsible HVAC System Engineer)

System / Component:

Tech. Specs (circle): 4.7.6.c 4.7.7.b 4.9.13.b FSAR Table 9.4-3 Surveillance (s)/ Procedure (s): /

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Comments:

Engineer: Date:

Page 1 of 2 ATTACIBENT 2 CA=#1753

EDP-ZZ-03000 Rev. 6 SIL_VEILLANCES AND PROCEDURES LIST FOR COMPLETING SECTION B FGR01A ST-00095 ESP-GR-03001 FGR01 A Charcoal Test Canister Removal and Lab Testing l

FGR01B ST-00094 ESP-GR-03002 FGR01B Charcoal Test Canister Removal and Lab Testing FGT01 ST-00093 ESP-GT-03001 FGT01 Charcoal Test Canister Removal and Lab Testing i

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CA=#1753

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,- EDP-ZZ-03000 Rev. 6 -

CONTAINMENT OUALIFIED COATING SYSTEM #1 CARBON STEEL Carboline 890 / Carboline 890 General: A self priming, high build epoxy coating system. Provides excellent protection l against corrosive chemical environments and tested for use inside Containment.

May be applied over inorganic zines or bare steel.

i- Use: Recommended for use in Containment on the liner plate, structural steel, piping, bare steel and previously coated inorganic zines. May be applied over power tool cleaned carbon steel.

l CONTAINMENT OUALIFIED COATING SYSTEM #2 CONCRETE FLOORS STARGLAZE 2000/ Carboline 890 General: Starglaze 2000 is a clear, two component,100% solids, self-leveling epoxy primer / sealer. Carboline 890 top coat is a two component, self priming, high build epoxy coating system. Provides good abrasion resistance and resistant to permention by water.

Use: Full system (primer and topcoat) is requirec an bare concrete floors.

Primer / sealer is recommended but is optional on previously painted floors in Containment.

CONTAINMENT OUALIFIED COATING SYSTEM #3 CONCRETE WALLS STARGLAZE 2011S/STARGLAZE 2011/ Carboline 890 General: Starglaze 2011 is a three component water-borne epoxy surfacer. This surfacer may be used directly over relatively smooth concrete walls, previously painted concrete walls or over Starglaze 201IS sand surfacer. Carboline 890 top coat is a two component, self priming, high build epoxy coating system.

Provides good abrasion resistance and resistant to permeation by water.

Use: Full system (primer and topcoat) recommended for use on bare concrete walls.

Top coat only recommended on walls in Containment.

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l EDP-ZZ-03000 Rev. 6 i.'-

COATING PROCEDURE FOR CARBOLINE 890 IN CONTAINMENT l CONTAINMENT OUALIFIED COATING SYSTEM 1

1. General:

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a. This is a Safety-Related coating and application. Specification A-1003(Q) and Quality Control inspection points MUST be adhered to.
b. Coating may be applied over previously coated inorganic zinc, Ameron ,
Amercoat 90 and properly prepared bare carbon steel surfaces only. l t

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c. Do not apply this product on stainless steel. 1
d. Notify the Control Room prior to beginning painting each shift.
e. Contact the HVAC engineer if painting in the RCA or the Control Room.

(CTSN 43201)

2. Surface Preparation:

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QC INSPECTION POINT OQCM Code C.7.1 ,

l Verify surfaces preparation per OQCM.

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! a. All surfaces;

1) Remove all oil, grease, welding flux, and dirt, etc. from surface with 1 AMERCOAT #12, CARBOLINE THINNER 33 or solvent approved by Engineering.  ;

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QC INSPECTION POINT OQCM Code C.7.1, C.7.2 l l Verify suifaces preparation per OQCM.

b. Bare Steelinside Containment:

l 1) Power tool clean surface in accordance with SSPC SP-3 to remove loose rust, loose mill scale, and loose paint. Remaining mst should be l tight and should not deposit stains on a clean cloth when wiped against the surface.

l l 2) Abrasive Blasting SHALL NOT be used inside Containment without authorization from Engineering.

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Rev. 6 c.) New Fabrication that can be performed outside Containment;

1) Surface SHOULD be abrasive blasted in accordance with SSPC SP-10 "Near White Metal" which is 95% free of all visible residues. As a minimum, surface SHALL be power tool cleaned in accordance with SSPC SP-3 to remove loose rust, loose mill scale, and loose paint.

Remaining rust should be tight and should not deposit stains on a clean cloth when wiped against the surface. l l

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QC INSPECTION POINT OQCM Code C.7.3 Verify pre-application conditions per OQCM.

3. Mixine: Mixing ratio is one (1) part A to one (1) part B. Thoroughly mix each component, then add the cure into the resin and mix until uniform. The Paint is available in quart kits for smalljobs and 2 gallon kits for largejobs. DO NOT MIX PARTIAL KITS without Quality Control Personnel to verify quantities by ,

l volume. l

4. Thinnine: Thinning is not normally required for most applications, however if necessaiy for workability, thin with no more than 10% by volume with CARBOLINE THINNER #33 for brush and roller application or CARBOLINE THINNER #2 for spray application l

S. Pot Life: Four (4) hours at 70 F - one (1) hour at 90*F - WILL be less at higher temperatures. Pot life ends when coating loses body and begins to sag. Excessive

thinning WILL greatly Reduce pot life.

! 6. Anolication Conditions:

a) Do not apply when surface temperature is less than 5 F above the dew point.

b) Ambient temperature SHALL be between 50*F and 100*F, and relative l humidity SHALL be less than 85%.

l c) Surface temperature SHALL be between 50 F and 120*F. i d) Surface MUST be clean and dry. j t

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n

. . EDP-ZZ-03000 ;

Rev. 6  :

i

7. Anolication: i
a. Paint may be applied using ccnventional spray equipment, airless sprayers, high volume low pressure sprayers, or by brush and roller. .
1) Conventional spray equipment should be equipped with 3/8" I.D.

minimum material hose, and 0.070" I.D. fluid tip.  ;

2) Airless spray equipment should have a 3/8" I.D. minimum material )

hose, w'.ch output pressure at 1800-2200 psi and 0.017 - 0.023" I.D.

fluid tip. j l

3) High volume low pressure sprayers should have a #5 tip.  ;
4) Brush should be a medium bristle brush and roller should be high  !

quality lint free, short nap, phenolic core roller. j

b. Apply coating in even parallel passes with 50% overlap to avoid holidays, bare l areas and pinholes. l 1

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QC INSPECTION POINT OQCM Code C.7.4  ;

Post application inspection per OQCM.  !

c. Dry film thickness should be 4 mils per coat. (Wet film thickness is 7 to 8 mils per coat.) Painters SHALL check wet film thickness with a wet film gauge.  :
1) Brush and roller application may require additional coats to obtain the required dry film thickness.
2) Engineering may eliminate additional coats when scheduling restraints prevent the application of these additional coets.
d. Dry film thickness requirement for CARBOLINE 890, except as noted in 7.c.2 above.
1) Four (4) mils not to exceed a total of 8 mils on a one coat application.

One coat may be used on all applications, however two coats over bare steel is recommended for maximum corrosion protection.

2) (Optional) Eight (8) mils applied in two or more coats not to exceed a total of 21.2 mils.
3) Minimum dry film thickness for a single coat is 2.6 mils.
e. Allow 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> between coats.

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QC INSPECTION POINT OQCM Code C.7.4

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l Finalinspection per OQCM.

l Page 3 of 3 ATTACHMENT 4

m > - _ - ._ . .. .__ _ _ _ _ . _ . . _ . - _ _ . . . _ . _ . _ _ _ _ _ _ . _ _ _ ~

I J. EDP-ZZ-03000 Rev. 6

- COATING PROCEDURE FOR STARGLAZE 2000 CONTAINMENT OUALIFIED COATING SYSTEM 2 (CONCRETE FLOOR PRIMER / SEALER)

1. General: -
a. This is a Safety-Related coating and application. Specification A-1003(Q) and Quality Control inspection points MUST be adhered to.

! b. Coating may be applied over properly prepared bare concrete floors, and over existing Ameron Amercoat #66.

c. Notify the Control Room each shift prior to beginning painting.

l d. Contact the HVAC engineer if painting in the RCA or the Control Room.

j (CTSN 43201)

2. Surface Prenaration:

/

QC INSPECTION POINT OQCM Code C.6.1 i Verify surfaces preparation per OQCM.

a. Spot clean deposits of oil and grease with AMERCOAT #12, CARBOLINE THINNER 33, or solvent approved by Engineering.
b. Remove all loose paint by scraping the surface.

c Lightly sand existing painted concrete surfaces to remove " sheen" and to provide a surface to mechanically bond to.

1) Avoid excessive sanding to limit dust generation.
2) Defects greater than or equal to 1 1/2" deep are to be repaired with grout /drypack placement per EDP-ZZ-04050, Civil / Structural Activities.

NOTE: Grout /drypack repairs MUST cure a minimum of 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> prior to coating if membrane cured.

3) Defects less than 1 1/2" deep can be repaired with Starglaze 2000.
d. Thoroughly clean the surface to remove loose dust and debris with a mild detergent and water. Rinse area thoroughly with fresh water. Avoid excessive i foot traffic after cleaning.

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Page1of3 ATTACHMENT 5

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1

,- EDP-ZZ-03000 Rev. 6 I

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QC INSPECTION POINT OQCM Code C.6.2 Verify application conditions per OQCM.

3. Mixine:

I

a. STARGLAZE 2000-100% solids epoxy.
1) Power mix each component separately. Avoid entraining air into the mixture (use a slow speed mixer). Combine Part A and  ;

Part B and thoroughly mix with power mixer. Again, avoid i entraining air into the mix. DO NOT MIX PARTIAL KITS.

4. Thinnine: Thinning is not recommended for this product.
5. Pot Life: One (1) hour at 75*F WILL be less at higher temperatures. Pot life ends when coating becomes to viscous to use.

CA(1TIOM This product exotherms at the end ofits pot life. Any unused quantities WILL become extremely hot and could generate smoke and fumes. Use sand as a heat sink for unused material or place can in a water bath.

l ,

6. Anolication Conditions
a. Do not apply when surface temperature is less than 5*F above the dew point. I
b. Ambient temperature SHALL be between 50*F and 110*F, and relative humidity SHALL be less than 85%.
c. Surface temperature SHALL be between 50*F and 110*F.
d. Surface MUST be clean and dry.
7. Anolication:
a. Starglaze 2000 should be applied using a brush and roller or squeegee.
1) Brush should be medium bristle brush and roller should be high quality
lint free, short nap, phenolic core roller.

I b. Pour material along the lead edge of area to be coated and pull material back '

using a roller or squeegee. Use the roller or squeegee to spread the material, LEAVING ONLY ENOUGH MATERI AL TO IHOROUGHLY WET THE SURFACE (approximately 4 mils wet film thickness).

i Page 2 of 3 ATTACHMENT 5

I 1  !

L*.

EDP-ZZ-03000  ;

Rev. 6 i

i c. Dry film thickness should be 3 to 5 mils. This product is a 100% solids  !

! coating, therefore film thickness of up to 1.5" is obtainable with a single coat.  !

However, it is also self-leveling, so any excess coating WILL flow to low '

l points such as floor drains or trenches.

l 1) Generally, only one coat will be required to provide adequate l l protection. Additional coats may be applied to level the surface or to l repair small voids. l l

d. Drying times between coats is 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> minimum and 72 hours8.333333e-4 days <br />0.02 hours <br />1.190476e-4 weeks <br />2.7396e-5 months <br /> maximum, Second coat, including top coat may be applied as soon as coating becomes

! tack free. j 1

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QC INSPECTION POINT OQCM Code C.6.3 FinalInspection per OQCM.

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l Page 3 of 3 ATTACHMENT 5

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.'. EDP-ZZ-03000 Rev. 6 COATING PROCEDURE FOR STARGLAZE 2011/STARGLAZE 2011S j l CONTAINMENT OUALIFIED COATING SYSTEM 4 (CONCRETE WALL PRIMER / SEALER)

! l

1. General:
a. This a Safety-Related coating and applications. Specification A-1003(Q) and Quality Control inspection points MUST be adhered to.
b. Coating may be applied over properly prepared bare concrete surfaces and previously coated concrete wall (optional).
c. Notify the Control Room each shift prior to beginning painting. j
d. Contact the HVAC engineer if painting in the RCA or the Control Poom l (CTSN 43201)  !
2. Surface Preparation: <

/ QC INSPECTION POINT OQCM Code C.6.1 Verify surfaces preparation per OQCM.

a. Prepare bare concrete walls by power tool etching, or sanding to remove laitance, efflorescence, oil and grease, loose concrete and dust.  ;
1) A surface profile equivalent to medium grit sand paper should be achieved. j
2) Defects greater than or equal to 1-1/2" deep are to be repaired with grout /drypack placement per EDP-ZZ-04050, Civil / Structural Activities.
3) Defects less than 1-1/2" deep can be repaired with Starglaze 201IS sand filter.
4) General surface area to be scaled with Starglaze 2011 after defects have been repaired.
b. Previously painted concrete walls:
1) Remove allloose paint by scraping the surface.
2) Spot clean deposits of oil and grease with AMERCOAT 12, CARBOLINE THINNER 33, OR SOLVENT approved by Engineering.

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QC INSPECTION POINT OQCM Code C.6.2 l

Verify pre-application conditions per OQCM.

I Page1of3 . ATTACHMENT 6 l

., EDP-ZZ-03000 l

Rev. 6

3. Mixine:
a. STARGLAZE 2011S sand filler - 3 part coating.
1) Power mix each component separately, then while power mixing Part A, slowly add the total contents of Part B. Continue mixing until a smooth, i uniform consistency is achieved. Finally, using a power mixer slowly add l the Part C filler. Continue mixing until the materialis smooth. l
b. STAROLAZE 2011 - 3 part concrete sealer.
1) Power mix each component separately, then combine Part A and Part B i and mix thoroughly. Part C should then be added, under constant agitation.
4. Thinnine: Thinning is not recommended for either product.

)

5. Pot Life: One (1) hour at 75'F for both Starglaze 2011 and 201IS - WILL be i less at higher temperatures. Pot life ends when coating becomes to viscous to use.
6. Anolication Conditions for Both Starulaze 2011 and 2011S: 1
a. Do not apply when surface temperature is less than 5'F above the dew point. I
b. Ambient temperature SHALL be between 50*F and 110 F, relative humidity SHALL be less than 85%.
c. Surface temperature SHALL be between 50 F and 110*F.

l d. Surface MUST be clean and dry.

7. Anolication:
a. Repair defects in concrete surface with Starglaze 2011. Matenal SHALL be troweled or squeegeed onto surface to fill holes up to 1.5" deep and 1.5" in diameter. Larger holes SHALL be drypacked in accordance with the Civil Structural Manual.

b, Starglaze 2011 may be applied using conventional spray equipment, airless sprayers, brush and roller or squeegee.

1) Conventional spray equipment should be equipped with 3/8" I.D.

m,inimum material hose, and 0.070" I.D. fluid tip.

2) Airless spray equipment should have a 3/8" I.D. minimum material hose, with output pressure at 1800 - 2200 psi and 0.017 - 0.023" I.D. fluid tip.
3) Brush should be medium bristle brush and roller should be high quality lint free, short nap, phenolic core roller.
c. Apply a coating in even parallel passes with 50% overlap to avoid holidays, bare areas and pinholes.
d. Dry film thickness should be 5 to 7 mils minimum. (Wet film thickness is 8 to l

9 mils per coat). Painters should check wet film thickness with a wet film gauge.

Page 2 of 3 ATTACHMENT 6

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., EDP-ZZ-03000 Rev. 6 l,'.-

l 1) Generally, only one coat WILL be required to provide adequate protection.

' Additional coats may be applied to level the surface or to repair small voids.

2) Maximum recommended dry film thickness is 28 mils (except for cavity patch areas which could exceed 1.5").
e. Allow 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> between coats.

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QC INSPECTION POINT OQCM Code C.6.3 l

l FinalInspection per OQCM.

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L Page 3 of 3 ATTACHMENT 6 l

.- . EDP-ZZ-03000 Rev. 6

.' o 1 COATING PROCEDURE FOR CARBOLINE 890 CONTAINMENT OUALIFIED COATING SYSTEM 2 (TOP COAT FOR CONCRETE SURFACES)

1. General: j
a. This is a Safety-Related coating and application. Specification A-1003(Q) and 4

Quality Control inspection points MUST be adhered to. i 1 b. Coating MAY be applied over STARGLAZE 2000, CARBOLINE 890 or i existing AMERCOAT 66.  ;

c. Notify the Control Room prior to beginning painting each shift.
d. Contact the HVAC engineer if painting in the RCA or the Control Room.

L 2. Surface Preparation:  !

l 4 /

QC INSPECTION POINT OQCM Code C.6.1 Verify surfaces preparation per OQCM.

a. If the Starglaze concrete primer was used and has been in place for more than 72 hours8.333333e-4 days <br />0.02 hours <br />1.190476e-4 weeks <br />2.7396e-5 months <br />, all oil, grease, dirt, etc. MUST be removed with Carboline l Thinner #33 or Ameron #12 solvent, and the surface lightly sanded. Proceed to Step 3.
b. On walls and floors where the primer was not used, remove all loose paint by scraping the surface.

l l c. Spot clean deposits of oil and grease with AMERCOAT #12, CARBOLINE  !

THINNER #33, or solvent approved by Engineering.

d. Lightly sand existing painted concrete surfaces to remove " sheen" and to ,

I provide a surface to mechannically bond to.

e. Thoroughly clean floors to remove loosed dust and debris with a mild detergent and water. Walls need only to be wiped down with a clean camp cloth.

i

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QC INSPECTION POINT OQCM Code C.6.4 Verify pre-application conditions per OQCM.

3. Mixine: Mixing ratio is one (1) Part A to one (1) Part B. Thoroughly mix each component, then add the cure into the resin and mix until uniform. The paint is available in quart kits for smalljobs and 2 gallon kits for largejobs. DO NOT MIX PARTIAL KITS without Quality Control Personnel to verify quantities by volume.

Page1of3 ATTACHMENT 7

l p, EDP-ZZ-03000 l I

Rev. 6 l'. l

4. Thinnine: Thinning is not normally rerquired for most applications, however is

. necessary for workability , thin with no more than 10% by volume with Carboline Thinner #33 for brush and roller application or Carboline Thinner #2 for spray application.

5. Pot Life: Four (4) hours at 70 F - one (1) hour at 90*F - WILL be less at higher temperatures. Pot life ends when coating loses body and begins to sag. Excessive thinning WILL greatly REDUCE pot life. Do not use any material which has exceeded its pot life.
6. Anolication Conditions:

l l

l a. Do not apply when surface temperature is less than 5 F above the dew point.

b. Ambient temperature SHALL be between 50*F and 100'F, and relatively humidity SHALL be less than 85%. ,
c. Surface temperature SHALL be between 50 F and 120'F.
d. Surface MUST be clean and dry.
7. Annlication:
a. Paint may be applied using conventional spray equipment, airless sprayers, high volume low pressure sprayers, or by brush and roller. ,

j

1) Conventional spray equipment should be equipped with 3/8" I.D.

minimum material hose, and 0.070" I.D. fluid tip.

2) Airless spray equipment should have a 3/8" I.D. minimum material hose, with output pressure at 1800-2200 psi and 0.017 - 0.021" I.D.

fluid tip.

3) High volume low pressure sprayers should have a #5 tip.
4) Bmsh should be a medium bristle brush and roller should be high

! quality lint free, short nap, phenolic core roller.

b. Apply coating in even parallel passes with 50% overlap to avoid holidays, bare areas and pinholes.
c. Dry film thickness for Carboline 890. Painters SHALL check wet film thickness with a wet film gauge.

I

1) Four (4) mils not to exceed a total of 8 mits on a one coat application.

j One coat may be used on all applications, however two coats over bare

steel is recommended for maximum corrosion protection.
2) (Optional) Eight (8) mils applied in two or more coats not to exceed a total of 21.2 mils.
3) Generally, only one coat WILL be required to provide adequate protection.

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Page 2 of 3 ATTACHMENT 7 i

, , EDP-ZZ-03000 -

Rev. 6 Additional coats may be applied for aesthetics provided maximum film build is not exceeded.

4) Minimum dry film thickness for a single coat is 2.6 mils.
5) Engineering may eliminate additional coats when scheduling restraints-prevent the application of additional coats.
d. Allow 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> between coats - full cure in 7 days.

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QC INSPECTION POINT OQCM Code C.6.5 FinalInspection per OQCM.

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i I Page 3 of 3 ATTACHMENT 7 l

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