ML20138M943
| ML20138M943 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak, 05000000 |
| Issue date: | 03/13/1978 |
| From: | GIBBS & HILL, INC. (SUBS. OF DRAVO CORP.) |
| To: | |
| Shared Package | |
| ML20138M609 | List:
|
| References | |
| FOIA-85-59 2323-AS-31, NUDOCS 8511040486 | |
| Download: ML20138M943 (276) | |
Text
{{#Wiki_filter:_ ___ l I TEXAS UTILITIES SERVICES INC. AGENT FCR TEXAS UTILITIES GENERATING COMPAhT ACTING FCR DALLAS POWER & LIGHT COMPAhT TEXAS ELECTRIC SERVICE COMPAh7 TEXAS POWER S LIGHT COMPANY THIS SPECIFICATION COVERS NUCi_ EAR SAFETY RELATED EQU!PMENT COMANCHE PEAK STEAM ELECTRIC STATION UNITS NOS. 1 AND 2 Jk / PROTECTIVE CCATINGS SPECIFICATION 2323-AS-31 THIS DOCUMENT IS AFFECTED' + PRIE--15---19-7 RE SI N 1 - MARCH 15, ins Y THE FOLLOYllNG APPROV D DESIGN CHANGES) s n a w -70 9,ED 4Sc
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Gibbs S Hill, Inc. Specification 2323-AS- 31 Rtvision 1
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Prge i 4 PROTECTIVE COATINGS CONTENTS Title _P_ age 1.0 SCOPE 1 1.1 WORK INCLUDED 1 1.2 WORK NOT INCLUDED 2 2.0 GENERAI REQUIREMENTS 2 3.0 APPLICABLE CODES, STANDARDS, AND SPECIFICATIONS 3 U.0 DELIVERY AND STOPAGE CONDITIONS 4 5.0 MATERIALS 4 6.0 SURFACE PREPARATION 5 6.1 GENERAL 5 6.2 ALL STEEL SURFACES - GENERAL 5 6.3 CONCRETE AND MASONRY SURFACES 6 7.O FIELD TOUCHUP 8 , w w-ee--
l Gibbs & Hill, Inc. Specification 23 23- AS- 31 Revision 1 Page ii Title hge 8.0 COATING APPLICATION 9 l S.1 GENERAL 9 8.2 WORKMANSHIP 9 9.0 QUALITY ASSURANCE, TESTS, AND INSPECTION 11 9.1 GENERAL 11 9.2 TESTS 11 9.2.1 FILM THICKNESS 11 4 9.2.2 PATCH (ADHESION) TEST 12 9.2.3 INSPECTION 13 l 10.O CLEANING 17 11.O GUARANTEE 17 12.O TECHNICAL ASSISTANCE 17 APPENDIX "A" - COATING SCHEDULE ', APPENDIX "B" - CPSES FINISH .COIDR SCHEDULE APPENDIX "C" - QUALITY ASSURANCE FCR COATING USED INSIDE THE CONTAINMENT APPENDIX "D" - DEFINITIONS OF DEFECTS f l [
Gibbs & Bill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Page 1 PROTECTIVE COATINGS 1.0 SCOPE , This specification covers the furnishing of all labor, tools, materials, equipment, and supervision for supplying, delivering, storing, and applying all protective coatings specified herein and shown on the finish schedules drawings. 1.1 WORK INCLUDED
- a. Surface preparation as specified herein
- b. Application of protective coatings to exposed surfaces of the buildings and equipment listed herein, Appendix A.
Generally, exposed surfaces shall mean all surfaces of structures and equipment not encased in concrete, masonry or insulation. Exposed steel surfaces rendered inaccessible after shop assembly shall not require field protective coa ting application in most ca ses. In some cases, a review of the Rev.1 equipment f unction, locatio'n, ease of disassembly, and warranty impact shall be required at the discretion of the field engineer to determine protective coating requirements.
- c. In general, the types of surf aces to be coated shall consist of, but not be limited to, the following:
- 1. All concrete blocks
- 2. Doors and frames . .
- 3. Elevator shaft enclosure (interior and exterior surfaces)
- 4. Concrete surfaces
- 5. Structural Steel
- 6. Miscellaneous Metal
- 7. Hollow Metal
l l Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Page 2
- 8. Uninsulated piping and valves
- 9. Pipe hangers and seismic and pipe whip restraints
- 10. Any other carbon steel surfaces in rooms or areas scheduled to receive protective coating (i.e., exte rior of pipe sleeves which protrude from wallr!.
Rev.1
- 11. Plaster surfaces
- 12. Miscellaneous steel (including surfaces abutting concrete but excluding surf aces against which conc re te is to be cast and the interior of pipe sleeves) ,
- d. If the primed surfaces of certain supplied items prove incompatible with the specified finish protective coatings by failure of testing per Paragraph 9.2.2, it shall be the responsibility of the contractor to clean and apply a tie coat or to remove the incompatible paint and resurface the item as specified herein, Appendix A.
1.2 WORK NOT INCLUDED
- a. Surfaces, other than those to receive protective coatings, shall be painted in accordance with Specification 2323-AS-30, Finish Painting.
- b. Che following surf aces will not require protective coatings ,
under the scope of this contract.
- 1. Aluminum
- 2. Stainless steel Priming of mechanical" equipment 3.
4 Erass
- 5. Bronze
- 6. Copper
- 7. Chromium-plated metals
- 8. Porcelain enamel finishes t
I
1 Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Page 3
- 9. Galvanized steel ,
- 10. Electrical equipment and raceways
- 11. Concrete surfaces to which miscellaneous steel has been s attached prior to commencement of concrete coating. R e v' ' ~'
_ (Coating will be applied to the edges of the steel items only Caulking will not be required.) 2.0 GENERAL REQUIREMENTS
- a. Nothing in this specification shall be construed as relieving the supplier of responsibility for compliance with all applicable codes and regulations. ,
- b. All coatings supplied under this specification shall have been tested and approved for application in areas exposed to radiation by the Oak Ridge . National Laboratories (ORNL) for the United States Nuclear Fequlatory Commission (USNRC) , and the coating manufacturer.
3.0 APPLICAELE CODES, STANDARDS, AND SPECIFICATIONS The latest edition of following codes or standards in effect on the date of purchase order shall apply.
- a. American National Standards Institute (ANSI)
- 1. ANSI N101.2, Protective Coatings (Paints) for Light Water Nuclear Reactor Containment Facilities
- 2. ANSI N512, Protective Coatings (Paints) for the Nuclear Industry
- b. Steel Structures Paintine Council (SSPC)
( SSPC-SP1, Solvent Cleaning 1.
- 2. SSPC-SP5, White Metal Blast Cleaning
- 3. SSPC-SP6, Commercial Elast Cleaning 4 SSPC-SP7, Brush-Off Blast Cleaning
- 5. SSPC- SP S , Picklinc 4
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' Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Page 4 e
- 6. SSPC-SP10, Near-White Blast Cleaning
- 7. SSPC-PA2, Measurement and Determination of Film Thickness lRev.1
} 3 4.0 DELIVERY AND STORAGE CONDITIONS
- a. All coating materials shall be delivered to the jobsite in i
their original unopened containers, plainly marked with t proper designation of the product, name of manuf acturer, and
, required storage conditions.
I shall not be delivered so far in advance that they
- b. Coatings cannot be used within the manufacturer's recommended shelf life. Coatings shall be stored in sealed containers in an area, meeting the manufacturer's storage recommendations.
- c. The coating manufacturer's recommended application instructions shall be included with each shipment of material to the jobsite. For coatings to be used inside the containment, additional documentation as required by Appendix C shall be furnished.
- d. All coating materials shall be stored under cover and at a ,
temperature recommended by the manuf acturer. .
- e. Manufacturer's product identity forms shall be supplied with materials shipped to the jobsite. -
5.0 MATERIALS
- a. Materials shall be supplied by one' of the following protective coating manufacturers:
~
- 1. Ameron~ Corporation 201 North Berry Street .
Brea, California 92621
- 2. Carboline Company j 328 Hanley Industrial Court j
St. Louis, Missouri 63144
; 3. Keeler and Long, Inc.
P.O. Box u60 ( Watertown, Connecticut 06795
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Gibbs & Hill, Inc. Specification 23 23-AS-11 Revision 1 March 15, 1978 Page 5 4 Mobil Chemical Company P.O. Box 250 Edison, New Jerse', 08817
- 5. Tnemec Co. Inc.
P.O. Box 1749 I Eansas City, Mo. E4141
- 6. Stonehard, Inc.
Park Avenue P.O. Box 308 Maple Shade, N.J. 08052
- 7. Scuthern Imperial Coatings Corp.
P.O. Box 29077 New Orleans, La. 70189
- b. The contractor shall supply any one of the coatings listed in Appendix "A".
6.0 SURFACE PREPARATION l 6.1 GENERAL
- a. All surfaces to be coated shall be prepared in accordance with the requirement specified herein.
- b. In addition to the requirements of this specification all necessary surface preparation shall be performed in accordance with the coating manufacturer's latest application instructions.
6.2 ALL STEEL SURFACES - GENERAL
- a. Any oil or greas e shall be removed from surfaces to be coated, with clean rags soaked in solvent, in accordance with SSPC-SP1. Any chemical contamination shall be eliminated by means of neutralization or flushing, or both, prior to additional surface preparation. Solvent and rags shall be changed frequently to ensure their cleanliness.
- b. All edges,. protrusions, and peaks shall be ground smooth to a rounded contour; as a guide 1/8 inch radius of the contour may be used. Weld splatter shall be removed by grinding prior to sandblasting. Details regarding weld splatter
Gibbs & Hill, Inc. Specification 2323-AS-31 Fevision 1 March 15, 1978 Page 6 removal from piping shall in accordance with GSH Specifications 2323-MS-43A, 43B, 44A, 44B and 100.
- c. The proper abrasive for sandblasting required to obtain the specified profile (anchor pattern) as designa ted in the coating manuf acturer's latest application instructions shall he used.
- d. After sandblasting, dust and spent sand shall be removed from the surfaces by brushing, vacuum cleanin g, or oil and moisture free air blasting.
- e. The prime coat shall be applied as soon as possible after the blasting preparation is finished, and before the surface starts to rust. No sandblasted surface shall stand overnight before coating.
- f. The minimum degree of sandblasting required shall be in accordance Appendix "A".
l 6.3 CONCRETE AND MASONRY SURFACES I
- a. All surfaces shall be clean, dry, and free from cement splatter, laitance, mortar and other deleterious matter.
i Outside containment wood splinters and "fuzr a as defined by the field engineer need not be completely removed. Rev.1 Incompatible form-release agents and membrane curing components shall be removed. t
- b. Surface defects shall be repaired as follows:
- 1. For defects protruding approximately 1/4" or less from the smooth concrete surf ace, grind defects to a smooth or beveled finish. .
- 2. For protrusions greater than 1/4", repair with dry pack grout or remove protrusion to a smooth or beveled finish. Rev.1
- 3. Defects on walls shall be repaired to approximately 10'-0" height from the floor slab. Defects above 10'-0" do not have to be repaired, unless deemed essential (as determined by the field e ngineer) to application and subsequent performance of the coating system.
Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Page 7
- c. Loose powdery concrete or mortar shall be removed with a wire lRev.1 brush or high-pressure air before coatings are applied.
Proper protection shall be provided to prevent air pressure from spreading dust. All oil, grease, dirt, or foreign matter shall be removed either by steam cleaning with detergent or by scrubbing with a strong commercial detergent and flushing with water. All chemical contamination shall be neutralized and flushed. Felt tip ink markings on concrete outside of containment need not be completely removed.
- d. When the coating manuf acturer requires blast cleaning as a surface preparation on concrete, laitance and loose de posits Rev.1 shall be removed by whip sandblasting, or air blasting using high pressure compressed air, approximately 100 psig, or a 4000 psic water blast. Air lines shall be equipped with oil and water traps.
- e. When the manufacturer of protective coating requires acid etching as a concrete surface preparation for his concrete primer, the surface shall be washed down, and etched for 4 or 5 minutes with a 40-percent solution of phosphoric acid diluted with an equal part of water. The surface shall then be neutralized and washed down with water. This neutralizing treatment may vary from the manufacturer's ins tructions subject to engineer's approval. Proper drainage and fume exhaust shall be provided.
- f. When the manuf a cturer of protective coating requires a Rev.1 caustic-wash surface preparation, a 10 percent solution of trisodium phosphate or sodium carbonate, 3 pounds per gallon, shall be applied with a brush or mop. The caustic wash.shall then be washed off and dried. All residue of trisodium phosphate shall be removed before application of protective coating. - -
- c. If a residue remains on the concrete, or masonry the surface hev.1 shall be swept or vacuumed to remove residue.
- h. In areas which contain steel tanks or pipes adjacent to hev.1 concrete surf aces or masonry to be etched, the concrete surface shall be wet down and a 10-percent solution of phosphoric acid shall be applied. The solution shall be allowed to etch for 10 to 15 minutes before being neutralized. Proper drainage and fume exhaust shall be provided.
Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Page 8 7.0 FIELD TOUCHUP
- a. All shop-primed, and shop-topcoated, steel shall be touched up in the field prior to final field-topcoating. Touchup shall include any damaged or masked areas. Sufficient primer to touchup shop-primer or coated equipment will be supplied with the equipment in many cases. .
I
- b. Surface preparation shall be in accordance with manuf acturers written coating repair proced ures. The coating repair procedures shall address the following as a minimum:
- 1. When substrate is not exposed; - Solvent cleaning per SSPC SP-1 Hand or. power tool i cleaning per SSPC 1 SP-2 or 3 to roughen surface.
1
- Use of special solvent to enhance adhesion of top coat
- 2. When substrate is exposed; - Solvent cleaning per SSPC SP-1
. - Remove rust and provide a clean roughened sur-face by use of abrasive blasting or power grind-ing followed by needle gun roughening.
- Roughen and taper (f eather) adjacent undamaged areas by hand or power sandings for a minimum of 2 inches in all di-rections from the bared substrate .
6 Gibbs & Hill, Inc. Specification 23 23- AS- 31 Revision 1 March 15, 1978 Page 9 l l l
- c. The coating systems specified in this specification shall be used for field-touchup work when touchup coatings are not supplied with equipment.
- d. If a marking paint or ink which does not meet the coating manufacturer's recommendation is used on a primed surface (i. e . , Carboline Marking Paste X1000-190 should only be used Rev.1 over Carbo:inc 11 primer) , then that marking compound should be removed by abrading. If excessive primer is removed repair shall be per paragraph 7.0.b.2.
- e. The repaired areas shall be tested and inspected as defined herein, including Appendix C where applicable.
8.0 COATING APPLICATION 8.1 GENERAL [
- a. Coatines shall be applied in strict accordance with manuf acturer 's instructions. All coatings shall be applied under favorable conditions by qualified applicators. All cleaned metal shall be prime-coated, as s pecified, imrediately after cleaning to prevent new rusting or oxidation of cleaned surfaces. - -
- b. Coatings shall be used and applied, in accordance with the manuf acturer 's instructions, without being exte nded or modified except as called for in these instructions. The correct surface preparation and condition of surface to be painted shall be rigidly adhered to.
8.2 WORKMANSHIP
- a. All coatings shall be applied in a workmanlike manner, in accordance with the most recent written application instructions from the coating manufacturer, and shall be in accordance with ANSI N101.2 (inside containment) , and ANSI N512 (all potentially radioactive and high radiation areas) . Coatings shall be applied by conventional or airless spray wherever possible,
- b. The application shall not leave any defects which will af fect the performace of the coating system as defined by the aev.1 coatine manufacturer. Definitions of defects are to be included in Appepdix ,"D."
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Gibbs & Hill, Inc. Specification 2323-AE-31 Revision 1 ~t March 15, 1978 Page 10
- c. Dryina time between coats shall comply with the coating manufceturer's recommendation, with conditions of temperature and humidity taken into consideration.
- d. In areas, other than the containment, where protective coating is specified on the concrete and masonry surfaces, hev.1 the surfacer and topcoat shall be carried up to a height of 6'-0" to -protect against spills and splashes. Above 6'-0" height apply s urf acer and topcoat only where noted on the Foom Finish Schedule drawings. Surfacer will be applied to full height on block walls scheduled to receive protective Rev.1 coatings. Also above 6'-0" height QA/QC inspection shall not be required.
- e. Hardware, trim, and other items shall be removed, as required, for proper application of coatings.
- f. Imperfections and holes in surf aces to be coated shall be cleaned and filled where required, as recommended by the manufacturer and as approved by the Gibbs & Hill field ,
engineer. l
- q. The dry-film thickness of each coat, and of the entire system, shall be per the manufacturers' recommendations based on the application (i.e. steel, concrete, containment). The ,
minimum number of coats recuired to achieve the specified film thickness shall be provided.
- h. Except where otherwise specified, thinning shall be done where necessary for the workability of the coating material, and shall be in accordance with the coating manuf acturer's latest application instructions.
- 1. Each coat applied shall be a different color or shade from the preceding coat to aid in determining the uniformity and coverage of the coating. When a white finish coat is specified, the last two coats shall be white.
- j. Coatings shall not be applied when the atmospheric conditions do not conform to the recormendations of the coa ting manufacturer.
1 I Gibbs & Hill, Inc. Specification 2323- AS-31 Revision 1 March 15, 1978 Page 11 9.0 QUALITY ASSURANCE, TESTS, AND INSPECTION 9.1 GENERAL
- a. Quality assu ance requirements for coatings applied inside containment shall be as defined by Appendix "C" of this specification.
- b. Coatines applied outside containment shall be tested and inspected as indicated herein. The only documentation shall be the final approved inspection report pending corrective action found necessary. Coatings applied to pipe sleeves cable tray supports outside containment, and areas of gey,1 concrete receiving protective top coat without surface shall be exe=pt from testing and inspections.
- c. Shop-primed equipment shall be tested and inspected upon receipt at the jobsite. The contractor shall perform a patch test with the specified topcoat and existing primer to determine proper adhesion. Any failure of a patch test shall be reported in writing to the Gibbs & Hill field engineer for resolution.
- d. Shoo-crimed equipment to be installed in the containment shall have all documentation requested in Appendix "C".
. 9.2 TESTS 9.2.1 FILM THICKNESS Wet film thickness shall be measured for the topcoat on concrete surface after proper application of surfacer. Wet film thickness mea s urement shall not be used on inorganic zinc coatings. Dry film thickness shall be measured for most carbon steel surfaces which receive coatings using magnetic gauges. The standards of SSPC-PA2-73T shall govern the use, calibration and accuracy of the gauges. Due to the inaccuracy of determining film thickness at edges, coatings applied to handrails, gratings and stairs shall be subjected only to inspection per Paragraph 9.2.3. The following methods shall be used for film thickness determination:
_ _ _ _ , . _ _ . , , .- . - - . .- , __-----.__,4.,, , . - . , -
Gibbs & Hill, Inc. Specification 23 23-AS- 31 Revision 1 March 15, 1978 Page 12
- a. Wet-?ilm Thickness A wet-film gauge of steel or aluminum, graduated to read in mils to the nearest 2 or 3 mils, shall be used to determine the wet-film thickness of a coating while wet. When using this gauce, the applicator shall divide the desired dry-film thickness by the volume solids of the coating as expressed in a decimal (taking into account the amount of thinning done) to yield the necessary wet-film thickness to produce the desired dry-film thickness.
- b. Drv-Film Thickness An Elcometer Paint Inspector, a Microtest, or similar gauge lRev .1 shall be used to measure the thickness to the nearest mil.
The gauge shall be accompanied by e set of standard shims against which it shall be verified by the inspector prior to Rev.,. use. The acceptable tolerance in dry-film thickness when a rance is indicated shall be within the specified range. When no range is indicated the thickness shall be the minimum specified with an acceptable tolerance per the coating thick coatings Rev.1 manufacturer's recommendation. Excessively shall be blasted off the surface, and recoating shall be done at applicator's expense. 9.2.2 PATCH (ADEESION) TEST For the shop-primed equipment to receive a field-applied topcoat as denoted in Appendix "A", patch tests shall be performed to dete rmine the adequacy of specified coating system. An adhesion tester shall be used to measure the tensile strength of adhesion of applied coatings to the substrate beneath as follows:
- a. 200 psi shall be the mininhm a~ c ceptable strength per test
- b. A test shall consist of three individual dollies tested to failure Rev.1
- c. For_ large, essentially one-component equipment one test per 500 linear f eet shall be required.
i
- d. For eculpment with several components tests shall be:
- 1. From 1 to 10 items - test 20 percent l
t
Gibbs & Hill, Inc. Specification 23 23-AS-31 Revision 1 March 15, 1978 Page 13
- 2. Over 10 items - test 10 percent
- e. For concrete, one test every 1000 square feet for the first 10,000 square feet of concrete coating shall be required. gey,1 Subsequent testing on concrete shall be performed only as directed by the GCH field engineer.
An Elcometer 106 Adhesion Tester or equal shall be used for patch testing in accordance with the recommendations of the manufacturer of the instrument. Due to the destructive nature of the adhesion test, all areas subjected to testing shall be repaired per the coating manuf acturer's instructions and inspected for acceptability. 9.2.3 INSPECTION The services of competent inspectors shall be furnished to assure compliance with the coating manuf acturer requirements, and those set forth herein.
- a. The coating inspector shall check all documentation required i for various coating applications. As examples : 1) inside l containment all documente required by Appendix C shall be j completed and 2) shop-primed equipment shall have patch test report, jobsite receipt inspection report, and final coating report. j
- b. Coating defects as defined by Appendix D shall be visually ;
checked on concrete and steel surfaces for each phase of coating application as follows:
- 1. Surface Preparation of Concrete - The following conditions, if observed, must be corrected be fore coating application. .
- Porosity (Holes) : All holes greater than 2" diameter Many small holes at inspector's discretion
- Roughness : Protrusion greater than 1/8" -
- Cracking : All cracks greater than 1/32" in width i
Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Page 14
- Laitance : Removal is required
- Foreien Contaminants : Femoval is required
- 2. Surface Preparation of Steel - The following conditions, if observed, must be corrected before coating application.
- Foreign Contaminants : Removal is required
- Welds and Edges : Smooth with no weld splatter l 1
- Blast Profile : Must conform to SSPC standards
- 3. Coating Application - The following conditions , if observed, should be noted and corrected per the repair procedures recommended by the coating manufacturer.
High dry film thickness may be acceptable in areas outside the containment if the following conditions are within acceptable limits and the coating manufacturer's R*#*1 minimum adhesion requirements are satisfied. l
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J i Gibbs S Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Page 15 Pipe or Tank Concrete concrete Inorganic organic organic Condition Linine Surfacer Topcoats Zine Primer Primer Topcoat i X X X
- Pinholes l
X X X X
*3 listers
- Color & hev.1 Gloss Uni-formity X X Eubbling X X X X X
- Fish eyes X X X X X
*0 range- hev.1 Peel X X X X X
. ('
- Mud Crack-ing X X X Curing Prop-erties X X X X X Y
- Runs & Sacs X X X X X X Film Thick-ness, Dry X X X X Film Thick-
- ness, Wet X X l
- Holidays, , ,
X X X X X j . Missed Areas X
- Dry Spray X X X- X X X i
me L.
4 4 e 1 i l Gibbs & Hill, Inc. Specification 2323- AS-31 Revision 1 1 March 15, 1978 i Page 16 1 1 l Pipe or
- Tank Concrete Concrete' Inorganic organic organic
! Condition Lining surfacer Ioccoats Zine Primle Erimer Tooccat ' i l Foreie,n Con-taminants X X X X X X ! Mechanical Damage X X X X X X Uniformity X X X X X X { X = observed conditions to be corrected l * = condition is defined in Appendix D i l I 1 I i i i l I O 1 9 I i i , 1 I _ . - , , , , ~ , . . - - . , - , .- ,- ,.-.- .- , -___--_-__,..,mm__.--. . , , - -:_.. -- .r -- -.- _ . , _ _ - . , . ~ . _ .
1 1
- 4 Gibbs & Hill, Inc.
1 Specification 2323-AS-31 Fevision 1 l March 15, 1978 Page 17 i 10.0 CLEANING The Contractor shall remove all unnecessary equipment and surplus material .during the course of the work and shall remove all of his egttioment, scaffolding materials, and trash at the completion of the ,1:>b. 11.0 GUARANTEE All protective coating systems shall b: guaranteed by the contractor against defective material and installation for a period of one year. 4 12.O TECHNICAL ASSISTANCE The coating manufacturer shall make available to the contract.;r's and the field engineering personnel a qualified technical i representative at all times during coating application. The qualifications of the representative shall be submitted with proposals for evaluation. . 1, 1 4 5 9 4 0 I l l
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i 1 1 APPENDIX "A" t
- l J
i
! COATING SCHEDULE ?
1 TABLE A-1 List of Approved Materials l A-2 Approved Coating Systems for Use in Containment
-s A-3 Approved Coating Systems for Use in Radioactive
- Areas outside of Containment A-4 Finish Coatings for Shop-Primed Equipment i
E 4 i l i
.. .. . . - ,-- . . ~ . -
Gibim C 11111, Inc. Speci ficat ion 2323- AS-31 Revision 1 March 15, 1978 Gheet 1 of 4 APPENDIX "A" PROTECTIVE COATINGS TABLE A-1 LIST OR AITROVED MATERI ALS FILM 1 FORM-COATING TYPE OF COATING ZINC ING MANUFACTURER PEODitCT NA1E AND NO. ITEM NO. DRY FILM SOLIDS , self-curing inorganic sinc PC-P-1 alkyl allicate base (norganic , sinc 851 -- Ameron Dimetcote 6 861 -- Carbo 11ne Company carbo Zinc 11 831 -- Mobil Chemical Mobil Zinc 7, 13-F-12 Company 871 Thenec Tneme-2inc 92E-12 Self-curing inorganic sinc
- a. PC-P-2 alkyl silicate base inorganic sinc 821 --
Ameron Di me cot e E- Z 751 -- Carboline Company Carbo zine 12 791 -- Mobil Chemical Mobil Zinc 11, 13-F-11 Company 751 Tnemec Tneme-Einc 92E-12 Epoxy surfacer - Sprayable PC- P- 3 organic based including primer where required - 1001 Ameron Nu-Klad 18F 1 Surfacer 961 Carbo 11ne Company Carholine 8195 965 Mobil Chemical 46 x 29 Sprayable Epory 801 Eeeler s Long 6548S Fpoxy Surfacer 1001 Sout hern Imperial No. 3 Surfacer
Gible E Ill i t , I rm. Speci fication 2Ji3- AS-31 Revision 1 March 15, 1978 Sheet 2 of 4 APPENDI X "A" PROTECTIVE CDATINGS TABLE A-1 LIST OR APPROVED MATERIALS FILM
%
- FORM-COATING TYPE OF COATING ZINC I NG MANUFACTURER ITEM NO. PRODUCT NA1E AND NO.
DRY FILM SOLIDS 1001, Southern Imperial Nutec No. 11 or IIS lRev.1 1001 Stonehard Stoneliner 5 Surfacer PC-P-4 Epoxy surf acer-organic grade - 1005 Ameron Nuklad 110A A Surfacer 1001 Carboline 306 TG Surfacer 1005 Stonehard Stone 11ner 5 Surfacer 4
Citstes & Hill, Inc. Speci fication 2 32 3- AS-31 Revision 1 March 15, 1978 Sheet 3 of R APPENDI X "A" PROTECTIVE CUATINGS TABLE A- 1 LIST OR APPROVED MATERIAIS FILM 1 FORM-COATING TYPE OF COATING EINC ING MANUFACTURER PRODUCT HAME AND NO. ITE;l No. DRY FILM SOLI DS 971 M)bil 46 x 28 Sur facing Compound Fpoxy Surfacer-water PC-P-5 based including primer where required - 701 Ameron No. 2112 e 681 Carboline No. 295 WB Mobil 46 x 27
' - 751, 901 Southern Imperial No. 11, 11S Feeler f Long n). 9104 Epoxy Modified Phenolic or PC-r-1 Epory - Polyamide 55.95 Ameron Amercoat 66 645 Carboline Company Phenoline 305 535 Mobi) Chemical 89 Series company 585 Feeler & Long 7475 rpoxy Enamel 545 southern Imperial Reactic 1 20 1 581 Tnemec rpoxoline 66 PC- r-2 Water Bane Epoxy Topcoat Ameron Amercoat H). 2109 or 2118 321 Carboline No. 288 WP 505 Mobil Series 90
I 'lllI l. 1 3 S A 3 c2 n3 . I2 O 8 N
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Gibbs & Hill, Inc. Specification 2323- AS-31 Fevision 1 March 15, 1978 . Sheet 1 of 2 APPENDIX "A" TABLE A-2 APPROVED COATING SYSTEMS FOR USE IN CONTAINMENT Steell Manufacturer Primer Toccoats Ameron Dimetcote 6 or E-Z Amercoat 66 Carboline Carbozine 11 Phenoline 305 Mobil Mobil-Zinc 7 (13-F-12) Series 89 Onemec Tneme-Zinc 92E-12 Epoxoline 66 Southern Imperial Durazinc 560 Reactic 1201 Ameron/ Carboline Dimetcote 6 Phenoline 305 Rev.1 Concrete 2 Manufacturer Surfacer Toccoat Ameron. Nu-Klad 110AA Amercoat 66 Carboline No. 195 Phenoline 305 Mobil 46-x-29 Epoxy Series 89
~ ~
Stenehard/Tnemec Stonliner 5 Epoxoline 66 Southern Imperial NUTEC 11S
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i i i I Gibbs & Hill, Inc. . Specification 2323-AS-31 Revision 1 March 15, 1978 j Sheet 2 of 2 i Notes
- 1. Minimum surface prepart.-ion shall be near white metal blast Rev.1 cleaning per SSPC SP-10.
- 2. Surface- preparation snall be as recommended by the manufacturer.
- 3. It is essential that coating systems be used only as 8 specified above, unless an alternate system is proposed by a coating manufacturer and subsequently approved by the Engineer. Rev.1
- 4. NUTEC 11S or NtTIEC 11 may be used for touchup.
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- Sheet 1 of 2 i
< APPENDIX "A" TABLE A-3 W" APPROVED COATING SYSTEMS FOR USE IN RADIOACTIVE AREAS OUTSIDE OF CONTAINMENT 4 Steelt 1 j Manufacturer Surface Prec. Primer Toccoat i Ameron SP-6 Dimetcote E-Z Amercoat 66 or 2118 I; Carboline SP-6 Carbozinc.11 Phenoline 305 Rev.1 l Mobil SP-6 Mobilzine 11 Series 8 9 ,' , (13-F- 11) Keeler & Long SP-6 6548 Epoxy 7475 Epoxy Enamel i Southern Imp-erial SP-6 Durazinc 560 Reactic 1201 or No. 6 . ! Tnemec SP-6 Tneme-Zinc Epoxoline 66 I 92E-12 l ) Concrete 2 (Floor & Dados) Manufacturer Surfacer Topcoat Ameron Nu-Klad_110AA Amercoat 66 Carboline No. 195 No. 288WB Mobil 46 x 29 Epoxy surf. Series 89 ,
. 3 Stonehard/Tnemec Stonliner 5 Epoxoline 66 Southern Imperial No. 11 or 11S. Reactic 1201 Surfacer Keeler & Lone 6548S Epoxy surf. 7475 Epoxy Enamel
Gibbs & Hill, Inc. Specification 2323- AS-31 Revision 1 March 15, 1978 Sheet 2 of 2 Concrete 2 (Walls & Ceilings) Manufacturer Surfacer Topcoat Ameron No. 1871 Amercoat 66 Carboline No. 295WE No. 288WB Mobil 46 x 27 Series 53 Stonehard/Tnemec Stonliner 5 Epoxoline 66 Southern Imperial No. 11 or 11S Reactic 1201 Sut*acer Keeler & Lonc 65485 Epoxy Surf. 7u75 Epoxy Enamel Notes
- 1. Gratings, handrails and stairs will be galvanized per specifications governing their procurement.
- 2. Surface preparation shall be as recommended by the manufacturer.
- 3. It is essential that coating systems ""be used only as specified above.
- u. Single package inorganic zinc primers may be substituted as follows:
Carboline: Carbozinc SP-81 Mobil : Mobilzine 13-G ,10 9 Y
APPENDIX "A" TABLE A-4 FINISH COATINGS FOR SHOP PRIMED EQUIPMENT NOTES
- 1. NSSS equipment is not included on this list.
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Gibbs & Hill, Inc. Specification 2323- AS-31 Revision 1 March 15, 1978 Page 12 of 13 1 I TABLE A-4
- 1. Use any of the following coatings:
Manuf acturer - Intermediate Finish Ameron 185 2109 l Feeler & Long 2001 9104 Mobil 13-R- 10 Series 89 Southern Imperial 1215 1201 Tnemec 77-Chempride Epoxoline 66 Before coating application all surfaces shall be cleaned to remove all surface contaminants such as dirt, grease and oil.
- 2. Use any of the following coatings: Rev.1 Manufacturer Finish Ameron 2218 ,
Carboline Phenoline 305 Keeler & Long 7475 Mobil Series 89 Southern Imperial Reactic 1201
- nemec Epo'xcline 66
- 3. Use finish coat as recommended by As-30.
- 4. a) Pipe shall have surface preparation and be prime coated per specification Nos. 2323-MS-43A, 43B, 44A and uns, and any DECD's thereto
Gibbs & Hill, Inc. Specification 2323-AS-31 Fevision 1 March 15, 1978 Page 13 of 13 b) Pipe to be insulated shall not receive any intermediate or finish coat - c) Pipe not to receive insulation, and located'inside the containment shall receive a finish coat of Carboline Company's Phenoline 305 d) Pipe not to be insulated located in radioactive area shall receive an intermediate and finish coat per Note 1 above. Rev.1 e) Pipe not to be insulated located in non-radioactive areas shall receive an intermediate and finish coat per specification No. 2323-AS-30
- 5. All equipment to be located inside the containment shall be coated in accordance with the Q. A. requirement of Appendix C of this specification.
- 6. Touchup coating shall be identical to primer.
- 7. Touchup coating shall be of the same generic type as the primer.
. l
APPENDIX "B" CPSES FINISH COLOR SCHEDULE l E2II: This schedule has been prepared as guide only and does not cover the complete scope of work. The colors indicated are to be similar to the manufacturer's product numbers listed on pages 1 through 5 of this Appendix. 4
Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Page 1 of 5 APP ENDIX "B" PPODUCT NUMBERS COLOR- MANUFACTUR EP (or Ecuivalent) AND COLOF NUMBER White Keeler & Long 7475 Cream Keeler & Long E-2-8700 Keeler & Long T-2-8700 Off-white Keeler & Long T-3-8591 Keeler & Long V-3-8591 Licht Gray Keeler & Long E-2-8928 Keeler & Long T-2-6928 Gray Green Keeler & Long E-2-8577 Exxon AS 6437
^ '
Licht Green Keeler & Long E-2-2338 Exxon AS 6813 Black Exxon EX 6679 Exxon Ar 6433 Licht Buff Keeler & Long E-2-8939 Keeler & Long T-2-8939 Red Orance Exxon AS 6457 Red Exxon AS 6825
^ ~
Yellow Exxon AS 6827 - Note: Exxon has been excluded f rom the list of approved manufacturers as they no longer manufacture paint.
Gibbs & Hill, Inc. specification 23 23- AS-31 Revision 1
- March 15, 1978 Page 2 of 5 CPSES PAINT SCHEDULE 4
ABIb COLOR I. Containment
- 1. Concrete - Walls & Ceilings White
- Floors Light Gray
- 2. Steel - Liner White
- Structural, Stair Stringers Gray Green and Risers \
i 3. Process Piping (Expo se d) , Pipe Light Gray Supports Imbeds in Concrete 4 Cranes - Polar White I - Other Gray Green S. HVAC Equipment - Housings White l
- 6. Equipment - Pumps, Motors, etc. Light Green
- 7. Elevator - Interior ' Cream
! - Doors Gray Green ! 8. Instrument Cabinets Light Buf f ! 9. Handrails Cream
- 10. Valves - Uninsulated Light Gray f
i - Handwheels Black I II. Auxiliary Building, Fuel Building, Safeguards Buildinq ! 1. Concrete - Walls & Ceilings White j - Floors Light Gray
- 2. Steel - Structural, stair stringers Gray Green and Risers
- 3. Process Piping (Exposed) , Pipe Light Gray l Supports, Imbeds j
. , _ . - _ . _ . . _ _ - _ . _ - - . - _ - -,_ ,._,_ _ ,._ ,. ,_ _ .my. - ,, -- -. . , _ . - _ . . . _ - - . _ . , . . . , . _ _ _ - .
I Gibbs & Hill, Inc. Specification 23 23- AS-31 Revision 1
- March 15, 1978 Page 3 of 5
- 4. Cranes Gray Green
- 5. HVAC Equipment Match Walls 1
- 6. Equipment - Pumps, Motors, etc. Light Green
- 7. Elevator - Interior Cream
- Doors Gray Green ]
- 8. Switchgear, Motor Control Centers, Light Buff Control Panels, Instrument Cabinets
- 9. Handrails Cream
- 10. Valves - Uninsulated Light Grey
- Handwheels Black III Control Building
- 1. Concrete - Walls in of fices, labs, off-white shops, control room, etc.,
in uncontrolled access areas .
- Walls in controlled access White areas,
- Floors in controlled access Light Gray )
areas l
- 2. Steel - Structural, Stair Stringers and Risers
- in controlled access areas Gray Green
- other areas Gray Green
- 3. Process Piping (Exposed) . ?ipe ,
i supports, imbeds l
- in controlled access areas Light Gray
- other areas Light Gray
- u. EVAC Equipment Match Walls S. Equipment - Pumps, Motors, etc. Light Green
- 6. Switchgear, Motor Control Centers, Light Buff Control Panels, Instrument Cabinets
- 7. Valves - Uninsulated Light Gray
Gibbs & Hill, Inc. Specification 23 23-AS-31 Revision 1
. March 15, 1978 Page 4 of 5
- Handwheels IV. Turbine Building
- 1. Condensers Light Green
- 2. Control Panels - Miscellaneous Light Buff
- 3. Cranes Gray Green
- 4. Doors, Frames G Trim - Interior Gray Green
- Exterior Gray Green
- 5. Electrical Equipment
-Transformers . Gray Green
-Switchgear, Motor Control Light Buff
. Centers, Enclosed Bus
-Isolated Phase Duct (Non-Alum) Red Orange
- 6. Elevators - Doors '
Gray Green
- 7. Feedwater Heaters - Exposed Steel Light Green
- 8. Handrails - Exterior Cream
- Interior Cream
- 9. Pipe Supports, Bangers, Concrete Imbeds
- Exterior Light Gray
- Interior Light' Gray
- 10. Turbine Generators Gray Green
- 11. Structural Steel, Platforms, Stair Stringers & Risers - Exterior Gray Green Interior Gray Green 4
- 12. Miscellaneous Equipment - Motors, Light Green Pumps, etc.
- 13. Tanks - Uninsulated Gray Green 14 Valves - Uninsulated Light Gray
- Handwheel Black
- 15. Start-up Boiler - Miscellaneous Light Green
- . Equipment
= , -- -,,n.- , . - . . ~ . . - - - . . - . . . , . ._,v - -, ,, . , - - , . , . , , , - - . -.,-~ - ,- ,,-, ----+ -
O Gibbs G Hill, Inc. Specification 23 23- AS-31 Revision 1 March 15, 1978 Page 5 of 5
- 16. Process Piping (Exposed) Light Green
- 17. Water Treatment Equipment
- Pumps, Motors Light Green
- Tanks Gray Green
,. V. Miscellaneous and Common Equipment
- 1. Fire Equipment - Hydrants, Rose Red Enclosures Pumps, Valves
- 2. Guard Posts ' Yellow
- 3. Process Piping - Exposed Light Gray
- 4. Structural Steel, Stair Stringers and Riser, Platforms
- Exterior Gray Green
- Interior Gray Green
- 5. Tanks - Uninsulated Gray Green
- 6. Valves - Uninsulated Light Gray
- Handwheels Black
. 3,
- 7. HVAC Equipment - Housings -
Match Walls
- 8. Equipment - Pumps, Motors Light Green
- 9. Interior Walls - Offices, Shops off-white Warehouse, and other miscellaneous buildings
- 10. Pipe Supports, Bangers, Imbeds in Light Gray Concrete - -
- 11. Instrument Cabinets Light Buff e
4 9
APPENDIX C 9 QUALITY ASSURANCE FOR COATINGS USED INSIDE THE CONTAII@iENT O e 3 e
=- . - _.
Gibbs & Hill, Inc. Specification 2323-AS-31 Fevision 1 March 15, 1978 Sheet 1 of 14 1.0 SCOPE
- a. This Appendix sets forth the Quality Assurance requirements for protective coatings applied to structures or equipment for the Comanche Peak Steam Electric Station. This appendix will be applicable to both onsite and of.fsite . activities as directed by the owner.
1.1 APPLICATION OF THIS APPENDIX 1
- a. .This Appendix applies to protective coatings and their application to surfaces for Comanche Peak Steam Electric Station as listed in ANSI N101.2 and comprise requirements applicable to Class I coating service level for the nuclear reactor containment facilities.
- b. _ Class I coating service level applies to systems and components of nuclear facilities within the ~ reactor containment building which are essential (1) to prevent postulated accidents which could affect the public health and safety. or (2) to mitigate the consequences of the se
' accidents. The quality assurance for Class I service level shall conform to the requirements of this standard.
- c. Because of the impracticality of imposing all the requirements of this appendix on specific items (requiring only a small quality of coating material) , the Owner, consistent with his Quality Assurance Progra m, will accept affidavits of certification from vendors attesting to the quality for a shop or field coating. Section 6.10 sets forth requirements to for this nonconformance.
O
---__._w, .,_,,_, , , _ _ _ . . . _ _ - _ _ . - , , _ , , - _ . - , - - . . , . . . , . . . _ . . _ . ., _
-- - - - , - , - , _ _ . - , - , -r ,_,.r- . . _ , . _ , _ _ _ , - , ,_ .
Gibbs S Hill, Inc.- , Specification 2323-AS-31 Revis.on 1 March 15, 1978 Sheet 2 of 14 2.0 GENERAL REQUIREMENTS 2.1 PURPOSE AND SCOPE e
- a. -This section defines the general quality assurance
-requirements necessary for compliaace with this Appendix.
General requirements shall apply to all other sections of this standard.
- b. The scope includes: ,
- 1. Quality Assurance Requirements
- 2. Quality Assurance Program
- 3. Quality Control Program
- 4. Conditions of Work
- 5. Control Measures for Ambient Conditions
- 6. . References to other Standards
- 2. 2 QUALITY ASSURANCE REQUIREMENTS The ' geneal r quality assurance requirements necessary to meet the purpose of this Appendix shall include a Quality Assurance
- Program incorporating a Quality Control Program. This program shall be structured to meet the pertinent requirements of 10CFR50 Appendix E, and ANSI N45. 2. The procedures established shall be authoritative and mandatory. All deviations from the se procedures shall be reviewed by, and shall be subject to approval by, the owner or his designated representative for protective coatings.
2.3 QUALITY ASSURANCE PROGRAM heV.1 a.- The Quality Assurance Program shall consist of the implementation and documentation, of written policies, procedures, or instructions, to establish quality assurance for the coating materials and the coating manufacturer, the coatino applicator, and the coating inspection agency. s
Gibbs & Hill, Inc. Specification 2323-AS-31 Fevision 1 March 15, 1978 Sheet 3 of 14
- b. Coating Materials and Coating Manuf acturer
- 1. All ' protective coating materials shall meet the l applicable requirements of ANSI 101.2 as evaluated and approved by the owner or bis designated representative.
- 2. The coating manufacturer shall furnish to the Ovner the following:
- a. A Quality Assurance Program which shall describe his current practices for quality control of the specified coating materials.
- b. A description of his technical and field service capabilities. ,
- c.
- The recommended application procedures for each coating system supplied by the coa ting manufa cturer. These procedures shall include each substrate to be covered and all methods of applications as covered by Gibbs & Hill Specification 2323- AS-31. This shall include maximum and minimum ambient conditions at which application can be properly made. Clarification of recommended procedures and potential problem area shall be resolved at the site meeting outlined in Section 2.5.b of this Appendix.
- c. Coating Applicator - The coating applicator shall furnish a Quality Assurance Program which shall describe his current or proposed practices for application of the specified coatings.
- d. Coating Inspection Agency .
. 1. All protective coating material, application and coating materials shall be inspected to meet the applicable requirements of ANSI N101.2. The applicable requirements and level of inspection shall be the sole responsibility of the owner. The coating inspection agency shall inspect to the requirements and levels as directed by the owner.
- 2. The coating inspecting agency shall furnish to the Owner a Quality Assurance Program which will describe its ,
practices for inspection of the specified coatings. '
Gibbs & Hill, Inc. Specification 2323- As-31 Fevision 1 March 15, 1978 Sheet 4 of 14 2.4 QUALITY CONTROL PROGRAM The Quality Control Program shall include shop and/or field control of all the physical measures necessary to insure that the completed coating work meets all requirements set forth by the Owner. Control of all work (shop, field, plant, product, e tc. ) shall meet the requirements stated in this Appendix. 2.5 CONDITIONS OF WORK To insure that the purpose of this Appendix and the requirements of the proiect specification are met, it is essential to comply with the following conditions of work:
- a. During the bid period for supplying the coating materials prior to awarding of the contract, all parties to the coating bids or the coating contract shall understand the conditions of work in the shop and/or field including all interface relationships and responsibilities. (This understanding may he achieved by a meeting of bidders at the project site during the bid period.)
- b. Before the start of the coating work in the shop and/or field, there shall be a shop and/or sitt meeting if dire cted by_ the Owner or his representati.ve. Attendees will be as determined by the Owner.
- 1. At this meeting, agreements shall be reached as to the interpretation of levels of acceptance or rejection of the coating work. Each phase of the work, such as receipt and storage of coating materials, e quipment to be used, preparation of substrates and/or previously primed surfaces application of each coat of the coating system, degree and extent of inspection and testings, etc., shall be specifically and thoroughly reviewed.
- 2. Also at this meeting, or a later meeting, a field demonstration of surface preparation and coating application shall be conducted and an agreement shall be reached regarding the demonstration's conformance with the project specification providing a baseline for future inspection.
a) Agreements reached shall be prepared as a quality control document for the Owner by his assigned representative and shall constitute the basis for
,r ,, -
- , , , - - - - - - + - , - , - - - - ,
'7 Gibbs & Hill, Inc. Spacification 2323-AS-31 Fevision'1 March 15, 1978 Sheet 5 of 14 inspection and for acceptance or rejection of each phase of the work. b) Additional meetings may be held as directed by the owner for resolution of any problems not covered in previous reetings. 2.6 CONTROL MEASURES FOR AMBIENT CONDITIONS Acceptable measures for control of ambient conditions shall be as defined in this Appendix and the project specification. The applicator's written cuality control Procram shall stipulate the measures to be taken to assure that appropriate controls are fully implemented.. 3.0 COATING MATERIAIS 3.1 PURPOSE AND SCOPE This section defines the scope of quality assurance requirements for the coating materials manufactured and delivered to the shop and/or the field. The scope includes:
- a. Manufacturing ~
~ - ~
~
- b. Product Identity
- c. Labeling of Materials
- d. Sample Petention
- e. Performance Verification.of Shop and/or Field-applied Coating Systems
- f. Quality Assurance documentation
- 3. 2 MANUFACTURING The coating manufact urer shall maintain a Quality Assurance Prograncoating given and shall provide documentation to show the quality of a system as supplied is reasonably identical to the coating system previously qualified under ANSI N101.2. The coating system shall be requalified by the coating manufacturer if there are changes in formulation or end product properties
i l l Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 l Sheet 6 of 14 i i l which prevent the coating manufacturer from certifying the . coating system to ANSI N101.2. Procedures for certification ' shall be incorporated within the coating manufacturer's Quality . Assurance Program. 3.3 PRODUCT IDENTITY
- a. The manufacturer shall certify that the product identities of the materials being supplied meet the requirements of the project specirication for the intended service. To establish i identity, the owner or his representative shall be furnished with a " Coating Manufacturer's Product Identity Certification" for each batch.
- b. A materials control program shall be maintained to insure the identity of the coating materials as received and as applied, to insure that the coating materials have not been ,
adulterated or altered in any manner from the coating manufacturer's written recommendations, and to assure that no materials which have exceeded their recommended shelf . life are applied without authorization by the owner or his representatives.
- c. Labeling of Materials l Each container shall be labeled with the product designation.
The label or container shall bear a batch number or other factory marking, permanently af fixed, showing the individual lot or batch designation. If the batch number or other factory marking does not incorporate the date of manufacture, the date shall appear separately on the label or container.
- d. Sample Retention Retained batch samples from products furnished for the work shall be kept by the coating manufacturer for the stated shelf life but no longer than two years from date of manufacture.
f
- e. Performance Verification of Shop and/or Field Applied Coating Systems Tests as discussed in ANSI N101.2 will be performed on specimens of each coating system used to verify that the
- performance of each shop and/or field applied coating system l is comparable to that of the same coating system qualified under ANSI N101. 2.
l l
- Gibbs G Hill, Inc.
Specification 2323- A3-31 Revision 1 March 15, 1978 Sheet 7 of 14
- f. Quality-Assurance Documentation
- 1. Quality Assurance Documentction shall be for Class I
- coating service level as stated in sections 3.3a and 3.3b.
- 2. Appropriate forms for quality assurance documentation will be developed by the coating manuf acturer, coating applicator and the coating inspection agency. All applicable forms will be reviewed by the owner prior to use.
4.0 SURFACE PREPARATION OF SUBSTRATES 4.1 This section defines the quality assurance requirements for the surface preparation of substrates or of previously primed surfaces in the shop and/or field. 4.2
- a. The surface preparation of substrates or of previously primed surf aces shall conform to the applicable requirements of ANSI N101.2 and to the project specification with the exception listed below.
- b. If ANSI N101.2 and the project specification are in conflict, the more stringent requirement will govern.
- c. Inspection methods shall insure that spe cification requirements for all substrates, including previously primed surfaces are met. . .
- d. For surfaces as described in Section 1.1.6 which arrived at the job site primed but with no finish coat shall be handled Specific areas on a per case basis as directed by the owner.
of prire coat thicknesses and touchup and compatibility of the two coating systems will be addressed by the owner for each case. The finish coat shall be applied and ins pe,cted the equipment's governing specification and this l under Appendix. , 6 9 e
r Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Sheet 8 of 14
- 4. 3 contamination of substrates with matter deleterious to the Coating and its intended function shall be prevented as outlined within the Gibbs G Hill Specification 2323-AS-31. Contamination of substrates shall be addressed at the site meeting, Section 2.5.b., where steps to handle this problem will be set forth.
4.5 QUALITY ASSURANCE DOCUMENTATION When directed by the owner, the coating applicator shall report daily on surface preparation conditions encountered during each shift for each area of work. This report shall be verified by the Owner or his representative. Forma for daily re ports shall be initially prepared by the coating applicator prior to use. 5.0 APPLICATION OF COATING SYSTEMS 5.1 ' This section defines the quality assurance requirements necessary for compliance to meet the performance requireme nts of the coating system. 5.2 APPLICATION PROCEDURES
- a. The coating applicator shall submit to the Owner written application procedures for applying each coating system on each substrate or on each previously coated surface. These procedures shall be consistent with the project specification and coating manufacturer's recommendations. Conflicts between the specification and the manuf act urer 's recommendations shall be resolved at the site meeting.
Section 2.5.b or by the owner if identified at a later date.
- b. These application procedures shall provide information on the followinct
- 1. Qualification of application personnel
- 2. Receiving, storing, handling, and dispensing of coating materials
- 3. Application equipment 24
Gibbs & Hill, Inc. Specification 2323- AS-31 ! Revision 1 March 15, 1978 Sheet 9 of 14
- 4. Application parameters, such as e nvironme ntal conditions, regulation of equipment, ventilation, cleanliness, viscosity, viscosity control, film-thickness control, number of coats, intercoat requirements such as curing time, and other factors deemed pertinent by the owner.
- 5. Field preparation of coating material, such as mixing, thinning, activating, and other pertinent factors.
- 6. Health, safety, fire, and all other applicable protection requirements
- 7. Instruments, and their proper use, for measuring relative humidity, temperature, and wet and dry film thickness, for detecting holidays, etc.
5.3 QUALIFICATION OF PERSONNEL i i All application personnel shall be qualified in accordance with l the coating applicator's qualification procedure which shall be submitted to the owner or his representative for review. I 5.4 QUALITY ASSURANCE DOCUMENTATION ,
- a. The coating applicator shall cenerate the f orms to document proper receiving, storing, handling and dispensing of l painting materials.
- b. Qualifications of application personnel shall be maintained.
6.0 COATItG INSPECTION 6.1 PUFPOSE AND SCOPE . . This section defines the quality assurance requirements for a uniform procedure of inspection to insure that the completed coating work meets the requirements of the project specifi, cation. 6.2 GIFERAL REQUIREMENTS
- a. Inspection of shop and field coating work shall be performed by qualified personnel to insure that the coating work conforms to the project specifications.
i i l
. - . . - _ .=_ -_ -. - _ . .-
! Gibbs & Hill, Inc. l Specification 2323- AS-31 Fevision 1 l March 15, 1978 Sheet 10 of 14 l l I
- b. Inspection shall include all phases of work which affect the performance of the coating. Routine inspections shall be made and reported for the following:
- 1. Onsite receipt of coating materials
- 2. Substrates before and following surface preparation
- 3. Mixing and preparation of coating materials for
! application l 4 Film characteristics after drying and curing l
- 5. Control of ambient conditions and surf ace temperatures during all phases of the coating work.
, 6.3 QUALIFICATION OF COATING INSPECTORS l a. Each inspector assigned to the work shall be qualified. The inspection agency shall include requirements for qualifying the coating inspectors in its Quality Assurance Program. The specific qualifications of a given inspector assigned to the i work will be provided to the Owner or his representative. These qualifications shall include his prior training and inspection experience with generic coating system sindliar to those used for the work in question. , 6.4 SCOPE OF INSPECTION
- a. Basis of inspection of coating work shall be per site agreement as stated in Section 2.5.b.
I b. The coating manuf act urer shall have access to the material storage areas, the coating work, in the shop or the field, for the purpose of advising the Owner, the coating applicator and the coating inspection a gency on all aspects of the coating work. 6.5 STORAGE Facilities for storage of materials and the storage conditions l shall meet the specification requirements. l
Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 , March 15, 1978 Sheet 11 of 14 6.6 COATING MATERIALS AND APPLICATION
- a. Before use, coatings shall be routinely inspected to confirm that they meet the project specification requirements for type and identification of each material.
- b. Mixing and Thinning Mixing and thinning of coatings shall be routinely inspected.
Only the type and quantity of converter and thinner recommended by the coating manuf acturer shall be used.
- c. Application Each coat of material shall be inspected to specification requirements . Inspection shall determine compliance with specified requirements for cure, surface smoothness, texture, and workmanship.
- d. Control of Ambient conditions Inspection shall determine compliance of centrol measures for ambient conditions and surface temperatures compatible with the coating used and consistent with the project specification and the most current coating manuf act urer's recommendations. ,
6.7 SUBSTPATE AND SUPTACE PREPARATION
- a. The substrate shall be inspected by the inspection agency and coatino applicator to determine its suitability for subsequent coating work. Acceptance criteria shall be as outlined within the governing specification. Unsuitable substrate conditions not corrected by the coating applicator shall be reported to in writing to the Owne r or his representative for appropriate action.
- b. The substrate after the specified surface preparation and prior to coating application, shall be ins pected for compliance with specified requirements.
- c. The surface of each previously applied coating shall be inspected prior to application of a subsequent coat for compliance with specified requirements.
E
Gibbs & Hill, Inc. Specification 2323- AS-31 l Revision 1 i March 15, 1978 sheet 12 of 14 6.8 DRY-TILM THICKNESS (DFT) OF COATINGS The specified dry-film thickness of each coat and of the coating system shall conform to the tolerances in accordance with SSPC-PA-2-72P. Any unusually high or low gauge reading that cannot be repeated consistently shall. be discarded. Gauges shall be the Elcometer Paint Inspector, a Microtest or similiar Owner (engineer) approved gauge that measures the thickness to the nearest mil. The method for using the gauges to determine thickness shall be per agreement in meeting of Section 2.5.b. i l 6.9 COATING INSPECTION EQUIPMENT
- a. The accepted stan(prd for determining film thickness for magnetic substrates shall be the DFT measurement: the WFT measurement shall be used for guide purposes only on steel surfaces. The setting of the gauges for the DFT measurement shall be performed on the blast-cleaned or coated surf ace of L
, the area where the coating work and inspection will be l performed. The specified minimum dry-film thickness of each ! coat and of the coating system shall be determined in accordance with SSPC-PA2. The maximum thickness shall not exceed that specified within the governing specification.
- 1. The coating applicator shall furnish a sufficient number of wet-film thickness (WrT) gauges so that his personnel may periodically check the thickness of coatings being applied. The coating inspection agency shall furnish ,
each of its inspectors with similiar WTT gages.
- 2. The coating applicator shall furnish his personnel with properly calibrated approved magnetic gauges for checking dry-film thickness. The coating inspection '
agency shall furnish ,its inspectors with identical properly calibrated gauges.
- 3. Mutually acceptable certified calibration shims shall be ,
used by both the coating applicator and the coating , inspection agency in order to insure proper and' equal calibration. Calibration of dry-film thickness gages shall be maintained throughout the course of the coating work. Method of calibration shall be as agreed to in , the site meeting per Section 2.5.b. t
- b. Dry-film thickness on nonmagnetic s urf aces shall be determined by measuring the quantity of coating material used I i
s Gibbs G Hill, Inc. Specification 2323- AS-31 Fevision 1 - March 15, 1978 Sheet 13 of 14 over a measured surface area. The quantity shall be based on the volume solids content of the coating. A WFT gauge may be used to estimate the applied film thickness but must be used immediately after the coating application. Scratch gauges may also be used.
- c. Holidays, skips, and pinholes shall be detected by eye and by the use of a holiday detector. The detector shall be operated at a voltage that will not destroy the integrity of the coating such that it will not perform the requirements of ANSI N101.2. The coating inspection agency shall furnish holiday detectors, scratch gauges, and other special inspection equipment if needed.
6.10 DEVIATIONS AND REMEDIAL ACTIONS
- a. Uncorrected deviations from the Gibbs G Hill Specification 2323-AS-31 or the appropriate governing specification shall be reported by the inspection agency to the owner or his representative for appropriate action.
b.
- 1. Corrective remedial action for deviations shall be in accordance with project specifications and/or per "
agreements reached in the site meeting Section 2.5.b.
- 2. Major runs and sags that affect coating system performance, as defined by the site meeting per Section 2. 5.b, shall not be acceptable. If they do occur, they shall be removed to the bare substrate or to the previously acceptable coat and then the area shall be recoated if necessary to meet the governing specification requirements. Minor runs or sags, as defined, that do not affect film quality and/or coating system performance are acceptable.
e
- 3. Skips and damaged areas shall not be acceptable.
Acceptance criteria for holidays shall be defined in the Gibbs C Hill Specification 2323-AS-31 for various film thickness, with the requirements of appropriate NACE designations agreed in site mee ting per Section 2.5.b. If any of these deviations or any de f ective work does occur, as detected visually or by a holiday detector, the defective areas shall be removed,
Gibbs & Hill, Inc. Specification 2323-AS-31 Fevision 1 March 15, 1978 Sheet 14 of 14 by suitable means, to the bare substrate or to the previously ar ceptable coat and shall then be recoated.
- c. Documentation shall be in accordance with requirements set forth in this Appendix for original work. Forms used for cuality assurance documentation shall be submitted to the
- owner for review, 7.0 QUALITY ASSURANCE DOCUMEtCATION
- a. Sufficient quality assurance records and documents shall be maintained to furnish evidence of compliance with the Quality Assurance Procedure.
- b. Maintenance cf Documentation
- 1. Copies of all Quality Assurance / Quality Control documentation shall be maintained by the Owner as an integral part of the Quality Assurance Program.
- 2. Each of the other parties to the coating work shall, as gey,1 directed by the owner, maintain copies of that portion ,
of the documentation applicable to his respective part of the work. Copies shall be maintained for a minimum of five years after completion of the coating work, unless otherwise directed by the Owner.
- c. Distribution of documentation shall be specified*by the owner and appropriate distribution shall be shown on each form.
9 e
n,
/
APPENDIX D t DEFINITION OF DEFECTS . . . W ( t' O 8 e I I l l 1 1 l l I i l I I
Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Sheet 1 of 5 DEFINITIONS OF DEFECTS
- 1. PINHOLES Appearance: Minor discontinuities in coating which expose primer or suostrate.
NACE T-6F-3 condition "B" for thick films and condition "C" for thin films . Cause: Improper spray techniques; poor
. gun adjustment; bubbles blown
, onto wet coating; gun held too close to surface Remedy: Brush a coat into the pinholed are a '. Several passes may be .
- required.
l Prevention: Adjust air and pot pressure to optimum spray conditions for each coating. Hold gun 8 to 12 inches from surface for con-ventional spray; 16 to 24 inches for airless spray
. 2. BLISTERING Appearance: Small, swelled areas like bubbles or pimples; can appear weeks after application I cause: , Water, oil, solvent, air, or dirt trapped under surface. Expansion of vapor from trapped material raises blisters.
Penedy: Sand and refinish damaged areas. I l l l l
I l . Gibbs & Hill, Inc. l- Specification 2323-AS-31 Revision 1 March 15, 1978 sheet 2 of 5 ! Prevention: Thoroughly clean,. treat, and dry
~ surface; keep air lines free of dirt and water; thin coating material properly; allow suffi-cient time for natural drying between coats (fanning promotes surface drying which can trap moisture) .
- 3. ORANGE PEEL Appearance:. Dents in surface; resembles orange skin. Moderate amount is acceptable. '
- cause
- Droplets of coating dry before they run together; - ;
improper spray gun handling; - solvent is too fast; wrong gun adjustment; air temperature too ' high. Remedy: Rub smooth with rubbing compound I or sand and refinish. Prevention: Increase air pressure for air spray; decrease fluid pressure for- i
' airless spray; use slower thinner; use gun at proper distance from work.
l 4. FISHEYES, POOR WETTING Appearance small openings (fisheyes) in wet fila ; } . exposing old surface or previous coat.
- cause
- Silicone and other surface contaminants that repel coating.
Remedy: Remove coating while still wet, clean surface with solvent and refinish. Prevention: Properly clean surface; add fisheye preventer if available to coating sprayed over old film containing silicone; keep contaminating waxes, lubricants, and , greases from painting area. ' l l f
F . I Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 l March 15, 1978 Sheet 3 of 5 i
- 5. ALLIGATORING Appearance: Like alligator hide or cracked clay
- Cause: Application of a hard coating over a i softer coating; continued polymerization and shrinkage of a coating from the interior.
I Remedy: Blast off and recoat Prevention: Select a coating with high adhesion. l Never apply hard, tough coating such as an epoxy on softer primers.
- 6. RUNS Appearance: Wet coating running down surface in ravulets.
Cause: Too much thinner; extra slow thinner; surf ace too cold or improperly cleaned; coat is too wet. Remedy: Remove coating and refinish. Prevention: Use specified thinners; thoroughly clean surface to be coated; keep surface to be coated at room temperature; properly adjust gun
- and hold at proper distance from work.
- 7. SAGS , ,
Appearance: Curtains of coating slipping down sur-face. Cause Coating is too heavy; insufficient drying time between coats; insufficient thinner; poor atomization; gun too close to work; qun out of adjustnent. Remedy Remove coating and refinish. l L.__.________.________ _ _ . _ _ _ _ _ _ _ _ ___________ _ ___.
Gibbs & Hill, Inc. Specification 2323-AS-31 Fevision 1 l March 15, 1978 Sheet 4 of 5 Prevention: Adjust air and fluid pressure for air spray; increase fluid pressure or use smaller nozzle for airless spray; prop-erly thin coating; keep gun farther from work.
- 8. DRY SPRAY Appearance: Dust-like surface texture.
Cauae: Usually wrong ambient conditions for application, causing premature solvent flash. Atomization air to high. Spray gun held too far from surface being sprayed, not enough thinner. Improper spray techniques. Pemedy: Abrade with a wire screen.
. Prevention: Keep atomization air low use 40 psi or less. Keep spray gun within 8" or closer during hot and windy weather.
Keep gun parallel to the surf ace being sprayed.
- 9. MUDCRACKING .
Appearance: Cracks in surface. Cause: A hard dry skin forms over the sof ter inner layer which contains trapped solvent. Remedy: slast or grind of f and recoat. Prevention: Adjust spraying procedure to allow solvent to flash off from bottom layers. Limit thickness of inorganic zine to 6 mils DFT
- 10. COLOR AND GLOSS NONUNIFORMITY Appearance: Milky haze or mist in Iinish.
1
l l - l Gibbs & Hill, Inc. Specification 2323-AS-31 Revision 1 March 15, 1978 Sheet 5 of 5 Cause: Condensation of moisture in wet film due to cooling effect produced by thinner evaporation; incompatible thinner. Remedy: Recoat using slower drying thinner; eliminate humid conditions and recoat. Prevention: Use retarder or slow-dry thinner; do not paint in hot humid atmosphere; keep surface at room temperature; properly adjust gun; avoid fanning
, with gun.
- 11. HOLIDAYS Appearance: A ' skip, discontinuity or void in a coating film Cause: Improper spray techniques Remedy: Brush a coat into the skipped area and feather onto adjacent coating.
See 1. PINHOLES. . Prevention: Check lapping, arcing and triggering of applicator. Note: The remedies noted above are only guidelines and shall not be applicable when repair procedures are available from the coating manufacturer. i I
~ , T:.g= 2 . 1 DC or -
COMANCHE PEAK STEAM ELECTRIC STATION AkMS i TNH, FILE, ARMS DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION li'/Dg (4GE. fir (UILL I.0T) BE INCORPORATED IN DESIGN DOCUMENTS. AUTH6REZATI .Q8 p ' SAFETY PILATED: X YES NO
- 1. DESCRIPTION OF L".AMI*f f**nAMU:t/ CLARIFICATION t A. APPLICABLE SPEC /W3/0006.W 2323-AS-31 0 4-15-77 i Rev. Issue Date B. DETAILS Section 9.2.2 of the referenced specification specifies adhesion tests to be performed on shoo-primed eauipment, and leaves the frequency of tests to the descretion of the coating insoector. B&R OA has requested preferred guidelines for the frecuency and minimum strength of these adhesion tests for their use.
Solution: The following is acceptable:
- 1) 200 psi minimum strength per test.
t
- 2) A test will consist of three individual dollies tested to failure.
- 3) For large, essentially one-component equipment, one test per 500 L.F. is
/..
Q acceptable.
- 4) For equipment with several' components: a) From 1 to 10 items: test 20%
of items. b) Over 10 items: test 10% of items.
- 2. SUPPORTI!!O DOCUMENTATION 5) For concrete, I test every 1000 S.F. for first 10,000 S.F. of concrete coating; then as directed
_ _ __ by the G&H field engineer staff, h[%hQ JOB NO. 351195 h
== - -
.o. m,
- 3. SIGNATURES 0.B.J./akh 11-17-77 t i A. APPROVED BY: & .-;t d u Il IS 77 G6H itepret saedive c~.) Eate B. APPROVED BY: - -
Id/d - C. APPROVED BY: M/A
~
Project Engineer or Engineering Supervisor Date 4 STANDARD DISTRIBUTION $. DOCUMENT CONTROL
, TUSI Dallas (1) B&R Field (1) FOR PICORD O!TLY TUSI Field (1) B&R Houston (1) FOR CLARITICATI0tl ONLY TUCCO Site QA (1) B&R Site QA (1) y tiEED TO K!!OW C6H tiew York (1) B&R Houston QA (1) x ALL (APFECTED) COCt.DT HOLD.
G6H Dallas (1) - _ PER ATTACHED LIST l
Figure 2.7-1 F.^.CE 1 0F 1 TilH, FILE, ROT, ARMS COMANCHE PEAK STEAM ELECTRIC 3TATION DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION .
'd V
b'(WILL)(EiftxhW) BE INCORPORATED AUTEORIZATION NO. 667 IN DESIGN DOCUMENTS. , SAFETY REIATED: gg NO
- 1. DESCRIPTION OF CHidGE ADa92G3IOJ' 3m'mM(IATEEX INDEXED A. APPLICABLE SPEC /XXiOhDOCUSDAX 2323-AS-31 3.U i:
Rev. Issue Date , B. DETAILS Table A-3 in Appendix "A" specifies carbo-inc 12 for primer coating and carboline No. 288 WB for top coat for use on steel surfaces in radioactive areas outside the Containments. For economy and simplicity, this shculd be revised to the same coating system as that being used inside the Containments.
. Revise the steel painting section for carboline from carborinc 12 primer No. 288 WB top coat to carbozine 11 primer with h phenoline 305 top coat.
JOB NO. 351195
< -~ acityE w h.l) 14 ,_
- 2. ' DEC o olS77 !f fl SUPPORTING DOCUMENTATION fr ECElVE m
AQh m , WUMb .
- 3. SIGNATURES OBJ/RMK/ss 12 1 77 A. APPROVED BY: 1 /E ? ?
sr* d vept Date B. APPROVED BY: af 4/yMN6- // -Datp3- 7 Z ee sr .s "ngineer G C. APPROVED BYr /C(N / 2 + 5 */ 7
' Frofect r.ngi*io*ar or~l.ngineerTn~g~ Supervisor Dacu 4 STANDARD DISTPIBUTIO!! 5. DOCUrENT CONTROL Nh
- TUSI Dallas (1) B&R Field (1) FOR RECORD ONLY TUSI Field (1) B&R Houston (1) FOR CLARIFICATION ONLY TUGC0 Site QA (1) B&R Site QA (1) NEED TO KNOW GLH tiew York () B&R Houscon QA (1) ~~
X ALL (AFECIED) 00C;.;O.T HOLD G6H Dallas (1 PER ATTACHED LIST s
Figure 2./-1 JPAGE 1 0F COMANCHE PEAK STEAM ELECTP C STATION ft FILE, ROT ARMS DESIGN CHANGE / DESIGN DEVIATION AUTHCRIZATION 4 U k, (WILL) CU:COLEIO BE INCOPSORATED AUTHORI2h :' N .$Pe94 IN DESIGN DOCUMENTS. v SAFETY RELATED: X YES NO
- 1. DESCRIPTION OF CHANGE /EXIKIRQNXCRRRRRXRARXQX
~J A. APPLICABLE SPEC /IEZ37:32CIDEXZ 2323-AS-31 0 5-15-77 Rev. Issue Date B. DETAILS Table A-2 of Appendix "A" specifies the following Southern . Imperial Company coating system for concrete surfaces inside the Containment: No. 3 surfacer, reactic 1201 topcoat. This should be revised to read as follows: NUTEC #115 surfacer, touch-up with liUTEC #11S or NUTEC #11, topcoat of Reactic #1201.
The proposed revision is acceptable.
$ fg Inn ..
- 00*1195 Y O F o n .,.. D E C r . ...a y
- 2. SUPPORTING DOCU!ENTATION MA5h wu ns .
- 3. S IGNATURES 0.B.J./akh 12-5-77 -
A. APPROVED BY: M- 8""D B. APPROVED BY: nesp9n c/ En M u A
/2-/ 77 Date C. APPROVED BY: . 4 ,p /yg %gs.neer N f. -
/// 77 "PTbject Engineer or Eng.:.neering Supervisor Date 4 STA::DARD DISTRIBUTION 5. DOCUMENT CONTROL TUSI Dallas (1) BLR Field (1) FOR RECORD ONLY TUSI Field (1) B6R llouston (1) FOR CLARIFICATION ONLY TUCCO Site QA (1) BLR Site QA (1) y NEED TO KNOW GLH New York (1) B6R Houston QA (1)
CSU Ds11as (1) - L ALL (/GCIID) C0CL'O.T HOL- J PER ATTACHED LIST
.SM
i FfEurc 2.7-1 rAur 1 UF i TNH, FILE. ROT,AMRS COMANCHE PEAK STEAM ELECTRIC STATIO DESIGN CHANGE /DE. SIGN DEVIATION AUTHORIZ EMO h ' (WILL)(IMI.XXUT3 BE INCORPORATED oAnAUTHORIZATIO.N mg 732 gINDESIGND03MENTS. SAFETY RELATED: X YES NO
- 1. DESCRIPTION OF CRANCE/mLUmCEOCCIAEURICtm6A A. APPLICABLE SPEC /3XIXD3CUtENIX f 2323-AS-31 0 5-15-77 2323-SS-17
-3Y)if""
7 B. DETAILS The inttrior surfaces of pipe sleeves may be interpreted to require protective coatino per section 1.1.C.ll of specification 2323-AS-31, and section 8.12.a of specification 2323-55-17. G&H has clarified that this is not the desion intent. Solution: Revise section l.l.c.ll of specification 2323-AS-31 to read as follows:
"11. Miscellaneous steel (including surfaces abutting concrete, but excluding
,the following: surfaces against which concrete is to be cast, and the interior surfaces of pipe sleeves)".
O Revise section 8.1.2.a of specification 2323-SS-17 to exclude painting of the interior surfaces of pipe sleeves. inn NO. 351195
- 2. SUPPORTING DOCUMENTATION 1 ECEIVE g ,
GTN-22679 DEC 131977 k ($ ECE.1VE W
~~
R#rb5E%
- 3. SIGNATURES 0.C.J./akh 12-9-77 A. APPROVED BY: _ #/ - /E p p B. APPROVED BY:
Rer h n +b e Engineer v
/2-Data
--/g C. APPROVED BY: , /F /3 77 -
PrcGece Enyneer or iMgineering Supervisor Data l 4 STANDARD DISTRIBUTION 5. DOCUMENT CONTROL TUSI Dallas (1) B&R Field (1) FOR RECORD ONLY l e$ TUSI Field (1) B&R Houston (1) FOR CLARIFICATION ONLY TUCCO Site QA (1) B&R Site QA (1) x NEED TO KNOW G6H New York (1) BLR Houston QA (1) x ALL (AHECIED) 00CGC.T HOE *.:. Gfll i Dallas (1) PER ATTACHED LIST
r rigure 2.7-1 P.'.CE 1 Cr ' TNH FILE. ARMS ARMS ' f COMANCHE PEAK STEAM ELECTR C STATION DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATH6DEXED (i l h(WI.D3)(UILL NOT) BE INCORPORATED oAyTHORIZATION NO. 733 l
; IN DESIGN DOCUIENTS. ! SAFETY RELATED: X YES NO t
f .l. DESCRIPTION OF CE/ME/DEVIATIONhC2ArmIrtECION v A. APPLICABLE SPEC /ID7DZCl3CL'tEXI 2323-AS-31' 0 5-15-77 Rev. Issue Date B. DETAILS Section 2.2 of Appendix "C" states that all deviations from the established procedures for meeting the governing quality, assurance reouirements shall be reviewed by, and shall be subject to approval by the owner or his designated representative for protective coating. Therefore, approval of the following deviation is requested: the OA requirements in AS-31 will not be apolied to the protective coating operations on the exterior of pipe sleeves where the pipe sleeves prot' rude from concrete. The coating systems and surface prepara-tion will be as stated in AS-31, and all painting work wilke p,erformed af ter installation of the pipe sleeves, hk Ef LEMB The proposed deviation has been reviewed, and is acceptable.
- 2. SUPPORTING DOCUMENTATION JOB NO. 351195
- e G'TN-22679 m E C EIV E IM DEC131977 G l ~
't 1 E c E. i V t- L' -.
- 3. SIGNATURES 0.B.J./akh 12-9-77 A. APPROVED BY: ((N j /2-/2- 22 B. APPROVED BY: 4 '- - /2 / - 7/ ,
C. APPROVED BY: g Y '7.? Froftict Engin'eer or Ergineering Supervisor Date 4 STANDARD DISTRIBUTION 5. DOCt' MENT CONTROL
@ TUSI Dallas (1) B&R Field (1) FOR FICORD ONLY TUSI Field (1) B&R Houston (1) FOR CLARIFICATION ONLY TUCCO Site QA (1) D&R Site QA (1) x NEED TO KN0'4 l GLH New York (1) BLR llouston QA (1) ALL (A?TECIED) EOCDO.T HOLD. $
l C(ll Dallas (1) PER ATTACHED LIST s
; Fisurc 2.7 1 , Pt.CE 1 OF i COMANCHE PEAK STEAM ELECTRIC STATION ARMS TNH., ROT, FILE, ARMSDESIGNCHANGE/DESIGNDEVIATIONAUTHORIZATIOgeg'tpb (2. (WILL) prm'XMDI) BE INCORPORATED h
a m w . - . . . < - -- "o e '3
^
IN DESIGN DOCUMENTS. DAIL SAFETY RELATED: X YES NO
- 1. DESCRIPTION OF CHANGE /IEECLNY ECOICCOIOtX A. APPLICABLE SPEC /I5L*fDUCU'5 tiX 23 23-A S-31 0 __5-15-77 Rev. Issue Date
.B. DETAILS The specification recuirement of section 6.3.b which states "
that "all protrusions shall be removed with hammer & chisel" is overly restrictive. Solution: The following guidelines shall~be followed for concrete
; surface defect repair work: '
i
- 1) For defects protruding approximately k" or less from the smooth concrete surface, grind defects to a smooth or bevelled finish.
- 2) For protrusions greater than t", repair with dry pack grout or
(}: remove protrusion to a smooth or bevelled finish. i 3) All repair work should be performed to an approximately 10'-0" height from the floor slab. Defects above 10'-0" do not have to be repaired 2.' SUPPORTING DOCUMENTATION unless essential to the successful application of the concrete coating. pg Nn. 351195 55$%% mECEIVE R k JAN121976 l l WU
- 3. SIGNATURES 0.B.U s./akh 1-{lkECEIVE v- Ess/
A. APPROVED BY: ^42W B. APPROVED BY: n v / ' E Resp . iol C.1 Date C. APPROVED BY: h [e Eogitfeer M&lJ ,Fr /J f 8 s A /-/2-- T Pfoj e~ct Engineerdor Enginee:'ing Sipervisor Date
- 4. STANDARD DISTRIBUTION 5. DOCUMENT CONTROL -
g2 TUSI Dallas (1) B&R Field (1) FOR RECORD ONLY TUSI Field (1) B&R Hous ton (1) X FOR CLARIFICATION ONLY TUGCO Site QA (1) B&R Site QA (1) 1 NEED TO KNOW G&M New York (3) B&R Houston QA (1) ALL (AHECIED) POC' COT HOLh G5H Dallas (1) PER ATTACHED LIST
Figure 2.7-1 D ACC. 1 OF 1 COMANCHE PEAK STEAM ELECTRIC STATION kNib DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION gy([,, TNH, ROT. FILE ARMS ( IN DESIGN DOCUMENTS.(WILL)(WTTEU~Dd AUTHORIZA'"Tn" 'O . BE INCORPORATED 001
~
exto SAFETY PILATED: X YES NO
- 1. DESCRIPTION OF CHANGE /DEUC&WWECOICGOIO2 A. APPLICABLE w w rfDOCUMENT 2323-AS-31, Addendum 1 ~ 10-11-77 Rev. Issue Date B. DETAILS Note 2 to Table A-4 specifies Carboline finish coat system 288 WB. The Carboline finish coat system being used on the jobsite over inorganic zine prime coats is Phenoline 305.
Solution: Revise note 2 of the addendum to specify Phenoline 305 instead of 288 WB.
@ sRG%8kh '"" :"l' -
k
.. o107R g g ira w ; m o * - --
( ,;ceiVE . _ _ s 2. SUPPORTING DOCUMENTATION s DC/DDA-667 s
- 3. SIGNATURES 0.B.J./akh 1-9-78 A. APPROVED BY: -j /-42-26' B. APPROVED BY: -
/' 78 es 7 s ].o r.rgineer L/ Date C. APPROVED BY: p////nef
/ ,& 9 M A I J22 n f.-r /-/2- W
'?foj ecE EfigiMter f or Engiheering' Supervisor Date
- 4. STANDARD DISTRIBUTION 5. DOCUMENT CONTROL O TUSI Dallas (1) B&R Field (1) FOR PICORD ONLY TUSI Field (1) B&R Houston (1) POR CLARIFICATION ONLY TUCCO Site QA (1) B&R Site QA (1) 1 NEED TO KNOW GLH New York (3) B&R Houston QA (1) x ALL (AFFECIED) TOCDOT HOL .
GfiH Dallas (1) PER ATTACHED LIST l i
.isurc 2.7 1 PAGE 1 OF ',
TNH , FI L E ,' ROT , ARMW COMANCHE PEAR STEAli ELECTRIC STATION DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION g1b j h 6D'E)(WILL NOT) BE INCORPORATED AUTHORIZATI N . 887 IN DESIGN DOCUMENTS. SAFETY RELAf$b: X YES NO
- 1. DESCRIPTION OF CHXXEEXEKXXXIX5MXCLARIFICATION A. APPLICABLE SPEC /UXC745t3 RENT 2323-AS-31 0 5-15-77 Rev. Issue Date B. DETAILS Recuest clarification for extent of concrete coating require-ment at areas behind miscell'aneous steel attached to the concrete surfact Solution: For areas where the miscellanious steel has been attached prior to commencement of concrete coating, the coating should be applied up to the edges of the steel item. The concrete surface behind the attached miscellaneous steel will not be coated, and caulking will not be required at the j oint.
h5 JOB NO. 351195 g E C Elv E g JAN101978 j
- 2. SUPPORTING DOCUFENTATION en- --
W %M HD
- 3. SIGNATURES 0.B.J./akh 1-9-78 A. APPROVED BY: 7 --
al Ap l 9 72 B. G E Re) W ntative G Date APPROVED BY: _- - N / / A -- - Responsioie Engineer -
'~
Date C. APPROVED BY: - - Proj ect Engineer or Engineeri'ag Supervisor N/A - Du e --' 4 STANDARD DISTRIBUTION 5. DOCUMENT CONTROL 6), TUSI Dallas (I) B&R Field (1) FOR RECORD ONLY TUSI Field (1) B&R Houscon (1) FOR CLARIFICATION ONLY TUGC0 Site QA (1) B&R Site QA (1) v NEED TO KNOW G&H New York (1) B&R Houscon QA (1) T- ALL (AITECIED) EOCOD'T HOE 3 i G5H Dallas (1) PER ATTACHED LIST I . _ . ..- .~. --__ -.. .
Figurc 7. /-1 PAGE 1 OF __1_ . . _ COMANCHE PEAK STEAM ELECTRIC STATION , TNK, ROT, FILE, ARMS DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION ARMS ', p (WILU)(WILL NOT) BE INCORPORATED nCYtr) dif IN DESIGN DOCUMENTS. AUTHORIZATION @807"E9 SAFETY ' RELATES)?IX YES NO 1. DESCRIPTION OF C}WX3E/ DEVIATION / ORA?:031CXDMMX A. APPLICABLE SPEC /IDGZXIGEIREC 2323-AS-31' O 5-15-77 B. Detail: Rev. Issue Date The electrical panel boxes mounted on the polar crane in the Reactor Building werp received with the manufacturer's standard enamel finish. However, Section 3.11.1.a of Spec. 2323-MS-39, Rev. 2, references Spec. 2323-GS-900 for all painting requirements on the polar crane with the exception of electric motors, and classifies the equipme_n as critical. Seciton 4.2 of GS-900 then states that these critical items will be coated per the requirements of ANSI N101.2-1972. Solution: Per Section 2.2 of Appendix C in Spec. 2323-AS-31, deviations from the governin quality requirements may be accepted pending review by the Owner or his ' designated rep-resentative. This will authorize these electrical panel boxes to.be accepted "as is" 4 Q.g, with the standard manufacturer's finish coat pending completion of touch-up with the standard ANSI #61 light gray paint similar to that specified for AC distribution panel-bearif given in Spec. 2323-ES-10, Rev.1.
- 2. SUPPORTING DOCUMENTATIO _ , . JOB.NO. 351195 t
g h g 6 m EiiiVE % s N Wl&k '"@ N JAN121978 l l OkECElVE b#
- 3. SIGNATURES 0.B.J./akh 1-10-78 A. APPROVED BY: M h/876 B. APPROVED BY:
'Res o sicle E.
1
/- / -7[
Q~ . Date C. APPROVED BY: . / w 8 e eer/ sfdff/M P:"ofscc En'gifteeW6r Engineeking Stipervisor _ /-/2 -7F Date ~ 4 STANDARD DISTRIBUTION 5. DOCUMENT CONTROL TUSI Dallas (1) B&R Field (1) FOR RECORD ONLY
" TUSI Field (1) B&R Houston (1) FOR CLARIFICATION ONLY TUGCO Site QA (1) B&R Site QA (1) y NEED TO KNOW G5H New York (1) B&R Houston QA (1)
G6H Dallas y ALL (MTECTED) COCDOT HOL1 (1) PER ATTACHED LIST emm mp ees 6 * * **
r q;ure 4.r-: !
- FAGE 1 O F _1 ,,
TNH, FILE, ARMS COMANCHE PEAR STEAM ELECTRIC STATION Aggg DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION
,e (UILL)(U21UC3T.') .BE INCOPSORATED I?mgry IN DESIGN DOCUMENTS. AUTHORI out N m %
X SAFETY RELATED: YES WO
- 1. DESCRIPTION OF Em'IGEVOE10DTJIOLTCLARIFICATION A. APPLICABLE SPEC /hTX//3300tEXIX 2323-AS-31 0 5-15-77 Rev. Issue Date B. DETAILS Section 1.1.b of the scope of work for AS-31 states that:
" Application of protective coating to exposed surfaces of the buildings and equipment listed herein, Appendix A. Generally, exposed surfaces shall mean all surfaces of structures and equipment not encased in concrete, masonry or insulation." This has proven difficult to adhere to with regards to equipment items as exposed steel surfaces may become inaccessible after assembly or hidden behind pipes or conduit lines.
Solution: Exposed steel surfaces rendered inaccessible after shop assembly do not requit field protective coating. At times, these items may be made accessible by dismantling rev the equipment or by removing the obstruction. A case-by-case review will be necessary Q(i to determine the course of action to be taken since the equipment function and location usually dictate the painting requirements.
- 2. SUPPORTING DOCUMENTATION JOB NO. 351195
- E C E I V' E wM = = l }
.kV f?}lf*;fg ' ' ' ' "
- 3. SICNATUPIS 0.B.J./akh 1 A. APPROVED BY: /-/SM B. APPROVED BY: Mg., - /-/::; 7,t' C. APPROVED BY: f MJ/ # 4 -r Profect Engineer or Engineering Supervisor
--7r Date 4 STANDARD DISTRIBUTION 5. DOCUMENT CONTROL TUSI Dallas (1) B&R Field (1) FOR FICORD ONLY TUSI Field (1) B&R Houston (1) FOR CLARIFICATION ONLY TUGCO Site QA (1) B&R Site QA (1) A NEED TO KNOW GLH New York (1) B&R Houston QA (1)
C6H Dallas A ALL (A:.TECIED) EOCDDT HOL - 3 (1) PER ATTACHED LIST
$ s. Figure 2.7-2 PAGt 1 ot__2.
r I LE , ARMS .CLt' COMANCHE PEAK STEAM ELECTRIC STATION DESIGtl CHANGE / DESIGN DEVIATI0t! AUTHORIZATION ARMS n h- (WILL) (FDOlxXm)( BE INCORPORATED g! ._
- IN DESIGfl DOCUMENTS. AUTHORIZATION NO- w '
DATE: SAFETY RELATED: x YES NO 1. _0ESCRIPTION OF CHANGE /EILTATXILYCtY4XnKYA30't A. APPLICABLE SPEC /EX5/ECIBUMX 2323-AS-31 0 _ 5-15-77 Rev. Issue Date B. DETAILS Areas of hich drv film thickness (DFT) have bean encountere where no visible mudcracking or sags are evident. These orotective coatine areas are acceptable for decontamination purposes provided that the coatinos ' are smooth and uniform, and that they meet the minimum adhesion recuirements. Therefore, repair and rework costs could be reduced if standards were available for acceptance of these high DFT areas. Solution: High DFT areas outside the Containments in prctective coating areas may be accepted "as is" if the following criteria is met: (1) coating surface is smooth and uniform (2) no muderacking or sags are cresent
- 2. SUPPORTING DOCUMENTATION (3) coating manufacturer's minimum a' dhesion requirements are sati fled.
o ,4? TELEX - 13240 [A rrA e u c cd : :. - 1' ? ,A
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- 3. SIGtATURES 0.8.J./akh 1-17-78 ~ 4'MD v' A. APPP0VED BY: _ N GSTI N W tative /
/ _Date 2--4.'_@
B. APPROVED BY: Res .sible Engi6eer () 2"d Date Yf C. APPROVED BY: .Am _
/VO. o c , ' 6%a te rnect En(trieer or (% OB E c g ' 'V E Engineering Supervisorf
- 4. STAf!DARD DISTRIBUTION l g;/fee o". 196 lg ,
TUGC0 Site QA (1) B&R Field (Original) (1)E C E1 V E ! GtJ1 New York (1) D&R Site QA (1) G!.H Dallas (1)
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SPEC / ARMS / FILE /CLM Figure 2.7-1 PAGE 1 of 1
- p*
COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION g . I (h'I L L) (XI%%XXEU BE INCORPORATED AUTHORI2ATION NO. $6INDPD SAFETY RELATED: [
- YES NO
- 1. DESCRIPTION OF CHANGE /.CEDEECCCCGEDDICGOIOSX A. APPLICABLE SPEC /ELWCCCCUECX 2323-AS-31 0 5-15-77 Rev. Issue Date B. DETAILS The inspection requirements of AS-31 apply to cable tray supports and to protective concrete coatings above 6'-0" where the surfacer is deleted. This necessitates considerable rework on the cable tray supports due to the welded connections used, and the quality requirements cannot be satisfied for the concrete coating without the surfacer.
Solution: Section 2.2 of Appendix C allows deviations from the quality assurance requirements upon approval by the Owner. This will extend approval to delete the inspection requirements of AS-31 for cable tray supports outside the Containments and for areas of
- 2. SUPPORTING DOCUMENTATION Protective concrete top coating where the TWX-1241 surficer has been deleted.
GTT-1925 Mgn JOB NO. 351195
@if W
A$N8) N " E EIVE
- 3. SIGNATURES gjjjgg JAN 2 71978 sk A. APPROVED BY; 0.B.J./akh 23 l )
-78 G4 W ntative / Date B '. APPROVED BY. J Respo siole Engi~ncer
~
/ M Crf.- /@
f Date C. APPROVED BY: fp h c
'Frogfx: t Eng neer or V /-M-Date Pi[
Engineering Supervisor 4 STANDARD DISTRIBUTION TUCCO Site QA (1) B5R Field (Original) (1) GSH New York (1) B6R Site QA (1) G6H Dallas (1) M& Sm M. W "*=*9
r Figure 2.7-1 PAGE 1 of 1 COMANCHE PEAK STEA:1 ELECTRIC ~STATIOJ [ DESIGN CHANGE /DESlCN DEVIATION AUTHORIZ.? - a CLM en e 4e INDEJED (WILL)W' G h m t./.'B"E I'NCORPORATED AUTHORIcAi10N NO. 1011 S AFETY DAELATED: X YES NO
- 1. DESCRIPTION OF CHANGE /RRKIRIIRXXE%XRIZIEXIZEX A. APPLICABLE SPEC /HXEXR2DLXENI 2323-AS-31 0 5-15-77 Rev. Issue Date B. DETAILS Information recardine acclication work is documented by the B&R OA/QC deoartment; the daily report from the coatine anolicator is redundant for jobsite coatine work. The daily recort is not recuired from vendors for their coatine work.
Solution: Delete section 5.4.c of Appendix "C". N 4*7 ^
%YbiRHE%
W L9BMB JOB NO. 3MW
., e i o r m
.. SUPPORTING DOCUh!ENTATION e
FEB O 61978 : g
\ e gc e v F k
- 3. SIGNATURES 0.B.J./akh 1-30-78 A. APPROVED BY:
Gtw Es.p%-efn t a t 1 y e [' 2-6-M Date B. APPROVED BY: # fM / / _
@2Y G
~
Resp _ siole Engineer , Date C. APPROVED BY:cf -
/ mm _S.4 76 kProgrct Engineer or / Date Engineering Supervisor 1
- 4. SIANDARD DISTRIBUTION TUGC0 Site QA (1) B5R Field (Original) (1)
CSH New York (1) B5R Site QA (1) i GSH Dallas (1) l
~.. . .. . . . . . . . . _ . . .
Figure *2.7-1 PAGE 1 of 1 COMANCHE PEAK STEAM ELECTRIC STATION k@.',3 J 4LE, ARMS.CLM DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION L
,-g 3 .'OE BE INCORPORATED (h'I LL) ('CCCO' AUTHORIZATION NO 101: -
SAFETY RELATED: k YES NO
- 1. DESCRIPTION OF CHANGE /DETJECOWUIIDEFE\7.EX A. APPLICABLE SPEC /D'J WDDDUETJ. 2323-AS-31 0 5-15-77 Rev. Issue Date B. DETAILS Areas are present outside the Containments where the surfacer will be applied above 6'-0".
Solution: Revise the last sentence in Section 8.2.d to read as follows: "Above 6'-0" height, omit surfacer and apply topcoat only except where noted otherwise on the Room Finish Schedule drawings; also, surfacer will be applied to full height on block walls scheduled to receive protective coatings. h Jud NU. .s0-1195
% r_ eeeu. e.
- 2. SUPPORTING DOCUMENTATION FE3 0 219~8 F h
- k ! F 1 'A Eesavr A' S Ww
$${$$NbN
- 3. SIGNATURES 0.3.J./akh
=
1-30-78 wg A. APPROVED BY: [g[/ E 76
- s. .. er.tative ,
Date B. APPROVED BY: 's M
' Responsible Engineer V
Q
<W 2.-2-7 Date
[ C. APPROVED BY / h u d W A [ T /)/v h
', P roj ec t ~dng inMr 'o r' '~
2 7P -
/ Date Engineering Supervisor 4 STANDARD DISTRIB'JTION TUGC0 Site QA (1) B6R Field (Original) (1)
GS!! New Yor'- (1) B5R Site QA (1) GSH Dallas (1)
Figure 2.7-1 PAGE:r of ._..J r Almid Tim ,FIL E ,CLM , ARMS COMANCHE PEAK STEAM ELECTRIC STATION ggg g g [- DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION (ITJGIi) (NILL NOT) SE INCORPORATED AUTHORIZAT[QFi.NO. 1028 SAFETY RELATED: X YES NO
- 1. DESCRIPTION OF CHKXGEXHEXIXIIEX/ CLARIFICATION A. APPLICABLE SPEC /HXEXEDEHKEXI 2323-AS-31 0 5-15-77 Rev. Issue Date B. DETAILS Frecuencv of DFT tests is not clear for concrete coating inspection.
Solution: Frequencies of tests should parallel the guidelines given in SSPC-PA2-73T. DFT tests using the Tooke Gage or other scratch gages should be used only for coating thickness verifications where required. (? JOB NO. 351195
) F 23 2 .'. dC g 5
- 2. SUPPORTING DOCUMENTATION ECE1VE S :~
b %A W WME%
- 3. SIGNATURES 0.B.J./akh 2-1-78 k A. APPROVED BY: de G5H RepresentativeC /
2!2 f']8 Date' B. APPROVED BY: ^ - Responsi~le o Engineer N [A - Date
~
C. APPROVED BY: Project Engineer or N/A Date Engineering Superviso,r
- 4. STANDARD DISTRIBUTION TUGC0 Site QA (1) B6R Field (Original) (1)
G6H New York (1) B6R Site QA (1) G6H Dallas (1)
(
~PEC/ FILE /APNS COMANCHEPEAKSTEAMELECTP,1CSTAfkOSCO I DESIGN CHANGE / DESIGN DEVIATIO:M"T"'""' DATL A4-(WILL) (kTI.I.GC"O BE INCORPORATED AUTHORIZATION NO. 1313
(. j It; DESIGN DOCUMENTS. SAFETY RELATED DOCUMENT: X YES NO
- 1. DESCRIPTION OF CHANGELOECMTCOMODA32MDZED3 A. APPLICABLE SPEC /.GEOCCEEUE 2323-AS 31 0 4-15-77 Rev. Issue Date B. DETAILS PROBLE4: Section 6.3.b. states that all foreien ratter shall be re-moved prior to application of concrete protective coatings. Inis is overly restrictive for small intact wood splinters and the wood fu:z residue left over after removal of large wood chips.
SOLUTION: For areas outside the Containments scheduled to receive pro-tective coating, wooo " splinters" anc ":uz:" may oe lett in place anc coatec over wnere not removed bv water and air blasting. Wood " chips" should be removed. This was discussed with the coating manufacturer, and it was confirmed that tne cecontamination runction oi tne coating wouic not ce m.pairec. ane cefinitica of wood " splinters" versus wood " chips" has been discussed with the QC inspectors, and a working ce:inition agreea upon. JOB NO. 351195 f.. 2.
~ ~v csea 1 SUPPORTING DOCUMENTATIOU s ,,
- MAR 2 I 1978 1
, , . ,, A
, - -w . <
- 3. SIGNATURES OPJ/ss re-done 3/21/78 .
A. APPROVED BY: g[ XI d-EA-Ff G6H R W ive '
/ 'W DATE B. APPROVED BY: M/ I Repponsib Engineer DATE 4 STANDARD DISTRIBUTION TUCCO Site QA (1)
G&H New York (1) G&H 3allas (1) B&R' Field (Original)(1) B&R Site QA (1)
Figure 2.7-1 page i og 3 7EC, FILE, ARMS.CJS COMAi:C.u: 1 G STEAM ELECTRIC STATION DESIGM Cit'. /DOSIC:: DEVIATION /sUTHORIZATION
,7 e . . . p (WILL) IMIEEXNCIl UE INCORPORATED AUTHORIZATION:NO.
IN DESIGN DOCUMESTS. 3 3e H U ,1.0 REv.1
- U SAFETY RELATED B'OCUMENT: E S- NO
- 1. DESCRIPTION OF CHANGE /DEGX.TIDUmT:TEICfEICiX A. APPLICABLE SPEC /Dh-QLDr.DJriX 2323-AS-31 0 4-15-77
** THIS DOCUMENT SUPERSEDES AND VOIDS DC/DDA-1318. '
B. DETAILS PRCELEM: Section 6.3.b. states that all foreien ratter shall be re-moved prior to orotective concrete coating unnlication by steam cleaning with detergent or by scrubbine. However, suney marks on concrete which used felt-tip ink markers are not removed by cleaninz, and have to be cround off. Request approval to coat over these marked areasfan 1 h. . Nerousotheridentifyingmarksfrompencilleac) 1 [and w crease srencil. [ f(e\/, l Q Gkj, $ q SOLtRION: Protective concrete coating may be applied over the ink land - lmother narkines/hscribed above en areas outside the Containments only. This was dis-cussed with the c ati-- --"#---" - -~' " found results of D5A tests :or trA caruers. Pencil mark rngs
----1::.11
" '-"ce e luntc.;
d en --=' to :.m'~A4n% r'es- -
- 2. SUPPOLTD:G DOCL.:... c.12v.,
Any large areas of pencil shall be removed be:,on g applying coating h6).1 :g L _ _. d
.. $$OMk -
- 3. SIGNATURES SJ ss 4-13-78 A. APPROVED BY: <
G5di Rue & d Mc' ve h/fd ' 4 -/.S-75 DATE B. APPROVED BY: IM/ g ResponsiDEe Engineer
- rz-W7 k ' /T-M DAiL
- 4. STA::DARD DISTRIBUTION JOB NO.10113 TUGCO Site QA (1)
, -g EcEIVE -
g ;; GER Neu York (1) ' GLH Dallas (1) lMV~APR1907o ESR Field (Ori ,in.:1) (1) gp .. E3R f:.:.e QA (1)
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T)ESIGN CHANGE / DESIGN DEVIATION AUTHOR}ZATION
.....-~*
( (k'ILL) (WII2XNGI)' BE INCORPORATED , -AUTH055'ZATION 1:0. 146' IN DESIGN DOCUMENTS. SAFETY RELATED DOCU1IENT: X YES NO
- 1. DESCRIPTION OF CHANGE / 0U*IETIDETCI.tR! DIG.ECfN A. APPLICABLE SPEC /RXSXD9RMNZ%I 2323-AS-31 0 4-15-77 E es. S pre AM. * '"' *
- 3. 2. 3 b. 3.
B. DETAILS Pa ce '13 o ' AS - 31 reouires reesirinc pinholes in the concrete surfaces orier to oocoatine where einholes exceed condition "B" of NACE-T-6F-3. Reouest chance to repair of pinholes after top-coatine.
, SOLUTION: Page 13 of AS-31 will be revised to remove the reouirement of repairinc pinholes in the concrete surfaces since these einhol.es are sealed by the topcoat. Major non-conformities ; in the surfaces will be repaired as required. _
- 2. SUPPORTING DOCUMENTATION JOB NO. 351195 ECEIVE l
3. n ::7'=': n yvg D
~ '
"'" N F,g g 7 SIGNATURES OBJ/ss 4-4-78 A. APPROVED BY:
4 - /- - M G6h W tative / DATE B. APPROVED BY: 8 Regponsi w e Engineer k/S DATE 4 STANDARD DISTRIBUTION TUGC0 Site QA (1) G&H New York (1) G&H Dallas (1) BLR Field (Original)(1) BLR Site QA (1)
..c-.. .. .
COMANCHE PEAK STEA'! ELECTRIC STATION INH. FILE, ARMS, C5 DESIGNCHANGE/DESIGNDEVIATIONAUTHO,RI,7,AJION 7 e (tK@)x (UILL NOT) BE INCORPORATED e.....
/1
(.. IN DESIGN DOCU!ENTS. --~~ AUTHORIZ9 TION NO. 1612 L Unti. m
~
SAFETY RELATED DOCUMENT: X YES NO
- 1. DESCRIPTION OF :03%C33DE~ILnTerr/ CLARIFICATION A. APPLICABLE SPEChD:UJn'YmNrK 2323-AS-31 1 3-15-78 Rev. Issue Date B. DETAILS PROBLEM: Request clarification if protective coating is required for the pipe sleeves shown on sections 6-6 and 7-7 on drawing 2323-S1-0549 and 2323-S2-0549.
SOLUTION: Per section 1.1.c.12 of AS-31, interior surfaces of pipe sleeves are excluded from the scope of protective coating. Painting is not required as these areas will not be decontaminated, and the pipe sleeves are not subjected to moist or immersion service conditions. \. b.
- 2. SUPPORTI"G DOCUIENTATION ' '
.i wata _
- 3. SIGNATURES OBJ/ss 5-4-78 A. APPROVED BY: -
GMi Representa ive cre c. . . Ela I 73_~ g DATE B. APPROVED BY: A ,s w - _ Sh/73 Resfo!Tsible"nineer DATE 4 STANDARD DISTRIBUTION TUGC0 Site QA (1) GLH New York ' (1) JOB NO' 351195 G6H Dallas (1) p E C E*l V E {~ " - BLR Field (Original)(1) a ij ., i: B&R Si:e QA (1) frf f.MY 0 , . .15' .,6 5
* ! 0, i, etuei. .-
COMANCHE PEAK STEAM ELECTRIC STATION TNH, FILE, ARMSDESIGN CHANGE / DESIGN DEVIATION AUTHORIZAUON o .n3 C(MCD) (UILL NOT) BE INCORPORATED AUTNUR'ITAg GN NO. 1615 IN DESIGN DOCUMENTS. ~' ~~ dan _ SAFETY RELATED DOCU1ENT: X YES NO
- 1. DESCRIPTION OF CHNMS/ DEVIATION /ChARIRRCATION A. APPLICABLE SPECAD;ELWec~rK 2323-AS-31 1 3-15-78 Rev. Issue Date B. DETAILS PROBLBt: Section 4.0.a. states that the required storage conditions will be plainly markec on tne containers or coating materiais celiverec to tne joosite.
This inferration is not provided by all coating ranufacturers on their labels. Please acvise if tne manufacturers will nave to revise tnelt labels to comply witn tnis re-ouirement. SOLlTTION: The jobsite quality control on coating containers satisfac _ torily monitors tne storage ot these containers to tne extent tnat tne requirement oI having the storage requirements on the container labels may be waived for coating materials receivec ey bak. dection 4.U.b. states tnat tne containers wiu oe store. in an area meeting the manufacturer's storage recommendations, and compliance with 5ection 4.0.b. may oe acnleved by re:erence to tne manu:acturer's,cata pasagt. ww.s loss of quality control. e v '
- 2. SUPPORTING DOCUMENTATION Am 5-4-78 M Bff~2#h
- 3. SIGNATURES 0BJ/ss A. APPROVED BY: #-- .c:f-26 G&n-Rttr4Mnm t a tiVe / DATE B. APPROVED BY: /23 .. -
f//[N Responsibl ngineer ' DATE 4 STANDARD DISTRIBUTION JOB NO. '351195 TUGC0 Site QA (1) p CEIyE p, G&H New York (1) ( G&H Dallas B&R Field (Original)(1) (1) G(.$"gM O h c,,h, ljj BLR Site QA (1) jj b2C5 I "' E -s9-1 1 l 1 l l
V
..yuie .. - . r%c . -. .
COMANCHE PEAK STEAM ELECTRIC STATION /IO[j$ /g r DESIGN CHANGE / DESIGN DEVIATION AUTHORI ATIRN,uc.x59 v (dIb.\'O BE INCORPORATED AUTHORI k M6QS 5 ~ ( Rb:)(DESIGN DOCUMENTS. SAFETY RELATED DOCUMENT: X YES NO
- 1. DESCRIPTION OF CHXNSEXEFJDVi~itLYCLARIFICATION 2323-AS-31 1 3-15-7S A. APPLICABLE SPEC /DE:fDrr.UIS U 2323-MS-46A 1 7-28-75 Rev. Issue Date
- 3. DETAILS Recuest protective coatine recuirements for the shim elates for the Containment Sorav oiping supports.
SOLUTION: The shim plates will not be subiect to decontami-nation, and most of the surface area of the shims will not be exposed. The function of the coating applied to these shims will be for protection against corrosion. Therefore, these shims should be sandblasted and coated with two coats of Carbo:ine 11 Tack welding will be required e after positioning the shims; these tack welded areas will require re-
~
pair and repriming with the Carbo:inc 11. JOB NO_ oma ten hECEIVE r;g
- 2. SUPPORTING DOCUMENTATION - ' O I N g}ECLIy& .
L,y/ ifa .
- 3. SIGNATURES OBJ/ss 5-31-78 A. APPROVED BY:
G4H M/ tative M . M v 9A- 76 f Date
- a. APPROVED BY: /fA ] v JN/hJ nesponsrone engineer Date J.
o y STANDARD DISTRIEUTION TUGC0 Site QA (1) G5H New York (1) G6H Dallas (1) 35R Field (Original)(1) ESR Site OA (1) i l i
)
Figure 2.7-1 Page 1 of 2
. COMANCHE PEAK STEAM ELECTRIC STATION SPEC. FILE, AP3.S,cJs DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION '7ILL) (tECD"UGE BE INCORPORATED AUTHORIZATION NO. 1986 AN DESIGN DOCLMENTS.
SAFF.TY RELATED DOCUMENT: X YES NO
- l. DESCRIPTION OF CHANGE /IEUATIONXCEEIIIEATIIm A. APPLICABLE SPEC /II2G73GCICENTX 2323-AS-31 1 3-15-78 Rev. Issue Date B. DETAILS The concrete coatine suculier has indicated that acclication of the Nutec
#11/Reactic#1201coatinesystbmoverembeddedwoodsulintersandwood"fu:"whichcould not be removed by the waterblasting precedure prescribed in section 6.3.d would not be detrimental to the perfomance of the coating system. Field E1cometer testing was re-quested, and the wood particles would be considered non-deleterious if the pull test values exceeded 500 psi. After testing, the lowest test strength was 600 psi, and the average strength of all tests was 749 psi. Request approval to permit concrete coating application over these wood particles inside the Containments. (CONTIhVED ON PAGE 2)
'. SUPPORTING DOCUMENTATION BRF-8472: V3R-7494 JO8 NO. 35-1195 cL c4 y c
- 3. SIGNATURES 03J/ss 6-29-78 A. APPROVED BY:I ,n k E C E 1 V. E y" , ,,,. ;.f G&H Represer at:.ve DATE B. APPROVED BY: 1
- d!2f[~16 DATE Regpons21eEng:.neer C. APPROVED EY: -
Vencor Duly Authoritec Representattve DAIE (Title) 4 STANDARD DISTRIBUTION TUGC0 Site QA (1) G" G&H New York (1) G&H Dallas (1) , B&R Field (Original) (1) B&R Site QA (1) M
DC/DDA-1986 Page 2 SOLUTI(N: Based on the test results transmitted by BRF-8472 the coating un nufacturer's requirement of 500 psi has been satisfied. Delete the words, "outside Containment", in the second sentence of Section 6.3.0. e 0 l l 1 I
)
Figure 2.4-1 rage i of
~~. .
COMANCHE PEAK STEAti ELE'CTRiC'5TATION '.- DESIGN CHANGE / DESIGN DEVIATION AUTriORIZATLON N,. N SPEC (Ett.0), FILE, AP3.S (WILL NOT)CLC, LEHSE INCORPORATED AUTHURIZATION NO. -,n IN DESIGN DOCUMENTS. SAFETY RELATED 00CUtiENT vv YES NO
- 1. DESCRIPTION OF CHA*EMnATIONKLARIFICATION 2323-AS-30 0 10/2SI7S A. APPLICABLESPEC/.*.m/.330 time *C e7 ex_ f e_7, - 3nS/7F Te7 1ssue Date
- 5. 0ETAILS .9ecues l=rifica: ion of the cclor recuire-en:s for :he !" bese cr.
concre:c ucils. Also recuest clarification of allcuchte cuerict of the lich: crev cyccc: on concre:e ficers ond o the white icpcoc: on concrete ucils. 302.'.~ C.'.': In crecs where light gray :cycca: is specified on concrete ficcrs, :he ucl~s should also be pain:cd cyprc:i.mc:ely 6" chove finished floor vi:h the ligh: gray :cpecc:. d-D4r N 8/ ^
- 2. SUPPORTING 00CUMENTATION
- 3. SIGNATURES c5;;,, 9 ,gy ,73 A. APPROVED BY: / d - ,
C /C 76
/G&MReppentative Date S. APPROVED BY:
- ,# ~
~
ResgonsibieE'ngineer Cate
. STArcARD DIST;IsuTION ' OD Nd. 35'- 1195 J
TUGC0 Site OA (1) t
' lECEIVEN f F-G&H New York (1) ~ OC i 5197e- ,
G&H Dallas (1) ' ; SSR Field (Original)(1) ' ECEIVEd 5&R Site OA (1)
SPEC , FILE, ARMS ,k.EE,TJGCO Figure 2.4-1 Page I cf I C0f%NCHE PEAK STE.ali ELECTRIC STATICM DESIGN CHANGE /CESIGN DEVIATICN AUTHCRIZATICtl & T (WILL) ELIX*I:X:.1 SE INCORPORATED 1 IN DESIGN 00CUMENTS. AUTHURIZATICN NO. - 2932-REV.J SAFETY RELATED DOCUf1ENT X YES NC
- 1. DESCRIPTION OF CHANGE /0:Ef/iU}CWnGNIMCX A. APPLICABLE SPEC /MG."IRC:EI 2323-AS-31 1 3 15 7s NTE: WIS__DOCINENT SUPEPMES AND VOIDS DC/DDA-2932. Rev Issue Gate
- 3. OETAILS Recuest revision of Section 6.2.e to pemit sandblasted steel to stand overnicht erovided no rust bloom is present before priming. This is in accordance with the coatine manufacturer's recorrendations, and will assist 4 the field raintine schedule.
S0wTION: Revise Section 6.2.e as follows:
"6.2.e: The prime coat sna11 be appliec as soon as posnole alter tne ciasting i treraration is complete. Generally, the time elansed between blast cleaning and pr:rer a7 plication shall not exceed eight hours. In all cases, tne criteria or varacrae l 9.2.3b2 shall arolv."
Revise paragrapn 9.2.5c2 as rollows:
"o.2.3b2: Surface eretaration of steel - the following conditions, i+3 observed,
( must be corrected before coating application. 7 Foreign Contaminants : Comolete removal is recuired Welds and Edges : Smootn witn no welc splatter
,, 2. SUPPORTING DOCUMENTATION Blast Profile : bbst confom to SSPC standards i Rust or Rust Bloom : Complete removal by blast DECD-S-1245 cleanine is recuired.
U ~ j NRC Reoort #78-12 ,._
- 3. SIGNATURES OIU/ss 12-13-78 A. APPROVED EY: -
I G&ndepresentative
) N Me7
*/
- 6. / [M 0 ate s ,
1
- 3. APPROVED SY: d i /3 0 Res bensleipngineer - late JOB NO. 351195 4 sT:fcARD ots RIsuTICN E C EIV E
[ TUGC0 Site CA (1) DEC is 1978 4 G&H New Yerx (1) G&H Dallas (1) E C f. I V E u 35R Pield (Original)(1) 3.&R Site OA (1)
Figure 2.4-1 Page 1 of 1 CJS, TILE,AP.MS LEH,TUGC0 COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WILL) (MIMGT) BE INCORPORATED AUTHORIZATION NO. 2979 IN DESIGN DOCUMENTS SAFETY RELATED DOCUMENT X YES NO
- 1. DESCRIPTION: DESIGN CHANGE X YES NO 2323-AS-30 0 A. APPLICABLE SPEC /05575000 MENT 2323-AS-31 1 REV.
B. DETAILS Pipe hancers are marked with the building's name that they will be installed in. This presents difficulties in detemining whether a hanger receives an AS-30 or an AS-31 coating in Safety-related areas outside the Containments. Further identification of the pipe hangers during fabrication or coating the pipe hangers after installation would both be costly. SOLlTTION: Pipe hangers located outside the Containments in the Fuel, Auxiliary and Safeguard Buildings will be coated with the Carbo:inc 11 primer and Phenolinc 305 topcoat, but will not be subject to AS-31 inspection requirements. This will provide a decontaminable surface, and allow coating of the hangers prior to installation. Section 1.1.c.9 of AS-31, and Sections 1.0 and 1.p or Appencu ' A'
- 2. SUPPORTING DOCUMENTATION of AS-30 will be revised ar.cordingly, b
kMm
- 3. SIGNATURES: OBJ/ss 1 78 ' cy A. APPROVED BY: ( A
'G&Hpepresentat1w N
[ / ' d [# Uate B. APPROVED BY: W // / 5 RespogleleEngineer
- Date
- 4. STANDARD DISTRIBUTION:
JOB NO. 351195 B&R Field (Original) (1) G&H-New York (1) NECEIVE r TUGC0 Site QA (1) p NOV 171978 B&R Site QA (1) ]g1ECEIVE
- j fr '.
Figure 2.2-1 Fage 1 of 1 SPEC, TILE ARMS,LEH,TUCCO CCrGCHE FEE STI.:4 ELECIRIC STATICN DESIO: CJX:CE AUT CRI ATICS ChIXXX OGLL NCT) 3E INCCRFORATED AUIliCRIZATION 50. 48oa-IN DESIGN DCCJ'ENTS SAFETY REIATID [CCE).T X YES No
- 1. DESCRIPTICN:
A. AFFLICULE SPEC /IXIymgT 2323-AS-31 gry. 1 B. DETAILS During welding of the instrument racks to FCC channels out-side of the Containment, extensive damage is caused to the "Q" coatings applied to the embed channel. After final placement of the racks, many areas on the channel are inaccessible to future repair or decentamination. Request that all FCC channels which are required to receive protective coating outside of the Containment be deleted from the "Q" program. SOLUTION: The above request for deleting the "Q" requirements for hCC charmels outside the Containment is acceptable; however, in order to stoo corrosion, an attemot shall be made to apply a prime and finish coat in areas which are rendered accessible.
- 2. SUFPCRTING COC"'ESTATION
)%
MA.
- 3. SIGGTURES: GDM/ss 6-12-79 A. AFFROGD BY: ,_f. j f 2 -jry GGH Represe---- ve Date B. .hPROGDBY:
cdN%e- k G- 12-% Responsicle in gne h JOS NO. n_ _ - l wo_ _ Da:e 4 STA':DARD DIFTRI?UTION: M E C E I V E .p 1' ;h *I L::' 1 0 %p' i li BER Field (Ctiginal) (1) ,
" - ' 1:
C;H New ferk (1) i4 ' ' CSM Dallas (1) .j \ Tw Co si:e CA (1) s 6ECEIVE- . 3*R Site QA (1) F5DC Site (1) .
i SPEC. FILE.AF3S.LEH.TUCCO CCAR\'C-E POK 5T7.1.'-l ELECTS.!C STATION DESIG'; CF.ANCE AUTF.CRI ATICS l . i OXN.T.I 0'!ILL NCT) 3E INCCRPCRATED AUTHCRIZATION .NO. 5031 IN DESIGN ECCFE.TS l SAFETY RELUID ECC32sT X YES NO
- 1. DESCRIFTICN:
A. APPLICGLE 57ECXXGCECCCCCX 2323-AS-31 REV. 1 B. DETAILS Recuest that the electrical items listed below which are to be installed outside the Reactor Buildings 1 6 2 be exe=pt from AS-31 guidelines due to oroblems involved during sandblasting and coating.
- 1) *cencult supports
- 2) Z' clips
- 3) unistrut no1cers anc angles
- 4) inst.vnent backing plates SOLtJTION: The items listed above which are located in areas outside the Containment Buildings will be coated with Carbo:ine 11 primer and Phenoline 305 tocccat, b t will not be subject to AS-31 reouirements. This will allev a decentaminable surface area.
- 2. SUFPCRT!'iG ECC22,TATION IM A WM))h .
- 3. SIGMATURESi GDM/ss 6-27-79 A. APPRCiED EY: 8$[M G5h Re:resentat:ye c 4 .1r, Date pp
- 3. APPRC'/ED BY: q h%--
- Q pl b-2n 19 Respcasicle ing neer 0a:e 4 STA"DAF.D DIERIELTION: _
JOB NO. 40 -119o_ 35R Field (Original) (11 C$d New Ycrk (1) %' t: E C E I \/ E ] G5H Dallas (1) n JUN 2 31979 f TWCo si:e CA (11 '. . f 3ERSiteCA r:DG site (11 (1) 1ECEIVEU
fffg MAM TUGda IIGURE 1. Page 1 of 2 COMANCHE PEAK STEAtt ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WILL) (E U.XXM) BE IttCORPORATED'IN CESIGN DOCUMENTS DCA fl0. 5171 REv. 1
- 1. SAFETY REl.ATED DOCUMENT: XX YES NO
- 2. CRIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTI 1:
A. APPLICABLE SPEC /2WSX2REWXRH 2323 as-31 REV. 1 B. DETAILS THIS REVISION VOIDS AND SUPERSEDES DCA-5171 REY. O. Problems exist in maintaining traceability on "0" crimer and/or seal coat which is shop coated on common stock steel without unioue numbers. Once the subiect steel is sent to a desionated laydown area and then to a buildine for use_,the crimer and/or seal coat cannot be traced to the oricinal acolication with resoect to batch number and identification needed under a "0" creerar. Recuaet ravicinn ' to section 6.2,6.4 of Accendix "C" to the abova s cel i c = 51 a ena-4#4e=* inn *n no-4 + final acceptance of crimer or seal coat to be made in the field after erection e# the soecific stock material . SOLUTION: Revise Section 6.2.6.4 Gibbs and Will Seeci#ication 2323-AS-31 Apoendix "C" to read as follows- File characte*ittice am._drsin7 ;>nd e.ein7 - 4 SUPDORTING DOCUMENTATION: ' .- h [ _
- N A lf
- 5. APPROVAL SIGNATURES: MW/psw A. ORIGINATOR: [Mr MM) DATE O - / #-l/
B. DESIGN REPRESENTATIVE: /#$M.& V DATE ~f/"2/
- 6. VENDOR MANStfTTTAL REOUIRED: YES NO XX l
- 7. STAN0ARD DISTRIBUTION: FORM 11-80
/E l ARd5 (Original) (1) d0 . . . !
'3p SE? 23 inI [! y; Quality Engineering (1)
TS for Orig. Oesign. (1) g g ;i 1E C EiV E d l l l
DCA-5171 REV . 1 Page 2 of 2 9-18-81 - excluding common stock steel without unique numbers. l The following guidelines shall be maintained on items which are governed as described above: (1) Common stock steel to receive protective coating is to be shop-blasted and primed per AS-31 standards. (2) Inspection of blast shall be in accordance with AS-31. (3) Upon acceptance of blast, common stock items shall be pr ed and allowed to dry sufficiently to prevent easy damage, a d then transferred to laydown area. (4) Shop seal-coated common stock items shall be transferred to laydown areas, following sufficient curing to prevent coating damage. (5) Inspection for final coating acceptability shall not be given for common-stock steel prior to the items permanent location. (6) All repair and finish coating on "Q" coated cammon stock shall be per AS-31 requirements. ' m e e 4 6 @ e S e
Figure 2.4-1 Page 1 of 1 spac, file, arms,leh,tugco COMANCllE PE.\K STILU! ELECTRIC STATION DESIGN CHANGE AUTH0ftI2ATION (?lILL) (Ei m lT?C) BE INCORPORATED AUTHORI2ATION NO. 3193 IN DESIGN DOCUMENTS SAFETY RELATED DOCUMENT N YES NO
- 1. DESCRIPTION:
A. APPLICABLE SPEC /ESTCCLTECT 2323-AS-31 REV. 1 B. DETAILS Areas exist on exterior surfaces of Vendor Primed Valves for inside Containment use which cannot be coated /insoected in accordance with Gibbs S Hill Soecification 2323-AS-31 accendix i 'C". Recuest that clarification be given concerning this matter. SOLITTION: .After review, valves located inside Containment dand#2.shallbecoatedperthefollowingguidelines: ^ f) All ~ val $es located in Reactor Buildiiig #1 and #2 which are attached to pipes , 4" and under shall be deleted from AS-31 recuire:sents.
- 2) Valves located in Reactor Building #1 and 82 will be coated (4" and under)
- per AS-30 requirements un to the first field weld / connection on the existing
- 2. SUPPORTING DOCUMENTATION: pipe when placing valve. Primer and finish
. s . ccat material types shall be as per AS-31.
~ - *- -
k
- 3. SIGNATURES: GDM/ss 7-19-79 A. APPROVED BY: b '
d G6H Representative , 7---/9-77 Date n&%% i- Q M B. APPROVED BY: 7-M M Responsiole Engineer Date ' l >4 STANDARD DISTRIBUTION: I i B5R Field (Original) (1) jf G8H New York (1) G6H Dallas (1) , JOB NO. 55-1105 l TUCCO Site QA (1) l B6R Site QA (1) [=-],, 3 C ElV E f' y
.4 l FSDG Site (1) '. . . . - .-,-
L _p-V;. 4 .J !:U U ', .. l ! 3., 3 l 3 Y.\E C E I V E W 1 i l
Page 1 of I SPEC,FII.E ARMS, HAH,TUGC0 COMCHE PEAK STE.O! ELECTRIC STATION DESIGN CHANGE AUIHORIZATION (h*ILL) MII.IXII3 BE INCORPORATED AITTHORIZATION NO. 5620 . IN DESIGN DDCt. BENTS SAFE'IY RELATED DOCI. BENT X YES hD
- 1. DESCRIPTION:
A. APPLICABLE SPEC /KXXTSCIMX 2323-AS-31 REV. 1 B. DETAILS Recuest authori::ation to change the AS-31 color re-ouirements for the eine chase walls from the existing Reactic 1201 White Topcoat to 1201 h!ist Gray.
~ '
SOLUTION: Due to the pipe chase areas being lower than the existing finish floor, the floor and pipe chase area color requirements should be similar in order to unify the coating system. All coating requirements shall be maintained per AS-31. The above
. _ . _ _ _ . ...___._ solution is therefore acceptable.
- 2. SUPPORTING DX1BENTATION i
e uns -
- 3. SIGNRWRES: GDh!/ss 9-11-79 A. APPROVED BY: [N '
/4>
G5H Representative N#-7i Date B. APPROVED BY: 1 sc3L%d
~
uriginating i.ngineer
'__q 9 - ll-M Inte i JO3 NO. 25 -1103
- 4. STANDARD DISTRIB'JTION: P=T,ECE[yE 3
- r. it !
BSR Field (Original) (1) ';..-.. [; e 1 n tc7o ti
" - * - ~ * * *
- GSH New York (1) ; .
GSH Dallas TUGC0 Site QA (1) (1) iJ '*l t E C E I V :. t;u=:. ' FSD3 Site (1) i
l' age 1 of _ 1 S?EC,S?EC, FILE, ARMS, HAH,HIGOG CCNANG!E l'MK KIT.A'1 !iLEC!RIC KTATICN DESIGi CIIANCE /Jin!ORIZKr10N 00:EQ (WILL NOT) F.E INCCRPbRATED AUIIIORIZATION hD. 6384 IN DESIGN DOCUMESTS SAFE'lY REI.ATED DCCIS!E.vr X YES NO
- 1. DESCRIPTION:
2323-AS-31( 1 A. APPLICA3LE SPEC /IXGDCCT&T 2323-AS-30 REV. ~ 0 s
- 3. DETAILS Inside Centainment #1 and #2. recuest oermission to delete AS-31 recuirements on all clevises and "U" clamos under 2" inches due to the linited area, threaded bolt connections, and inaccessible areas.
SOLUTION: Due to the size and shane of the clevises and "U cl amos , areas exist that cannot be inspected oer AS-31 euidelines. therefore shall be coated under AS-30: however. AS-31 coatines shall be anolied.
- 2. SUPPCRTING DOCUMENTATICN g:
Ikw i kk . ISE M3 M
- 3. SIGNATuTE.S: GDM/ss 1-3-80 A. APPRO M BY: / 7b
' * ~ ~ '
G5H Representanvc Date
- 3. AFFTC/ED BY: tn vrigina b ting h engineer
_D I D
'Ihtc 4 STA'<DARD DISTRIBUTION:
JOB NO. 33 -1*_33 ssa Field (critinal) (1) 9 E C E I V E pk GSH New York ' (1) GSII DaUas (1) JAN 031,.,0
- e [L L Q TucCC Site QA (1) u FsuG site 3
t (1) 2 .E C E I V E d
FIGURE I. SPEC, HAH,TUGC0 Page 1 of 1 COMANCHE PEAK STEAM ELECTRIC STATI0t1 DESIGN CHANGE AUTHORIZATION (M)( (WILL NOT) SE INCORPORATED AUTHORIZATION NO. 7531 Rev.2 IN DESIGN DOCUMENTS This revision voids and supersedes SAFETY RELATED DOCUMENT X YES NO
-DCA 7531 Rev. 1.
ORIGINATOR: CPPE X ORIGINAL DESIGNER
- 1. DESCRIPTION:
A. APPLICABLE M/DWG/22ECXIXI 2323-AS-31 REV. 1 B. DETAILS Recuest clarification on rotating platform & polar crane girders and brackets, for nut, bolt ddhim olaMcoating recuirements for RB #1 & 2. SOLUTION: Bolt connecti s an A hall be coated under AS-30 require-ments; however, AS-31 coating materials will be used. This will eliminate having to sanoblast existing nuts, bolts /a E snim pla h thus damaging existing coating material. N s 4 Im - '2. ~ 50Pf0RTING DOCUMENTAiION
- 3. SIGNATURES: dt 6/18/80 A. APPROVED BY: rd S.k b Design R@resentative .
rQhmW Cate
- 5. APPROVED BY: -
~
I w k Ny2w mz.N H ' uriginator f i ma te (j 4 STA.t AR3 DISTRIBUTION: JOB NO. 30 -11.95 ARMS (Original) Ocality Engineering (1) [="3 g E C E I / E' ,a{ '. Original Designer (if CPPE criginated) (1) (1) 13 ""mji - -- d -
)-= ~~ ~
p , 3, i
% E C E I'/ E h i
HAH,TUGCo, SPEC FIGURE I. Page 1 of 1 COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION M EET (WILL NOT) BE INCORPOPATED AUTHORIZATION NO. 7571 IM DESIGN DOCUMENTS SAFETY RELATED DOCUMENT X YES NO ORIGINATOR: CPPE X ORIGINAb DESIGNER
- 1. DESCRIPTION:
A'. APPLICABLE SXTJJDWG/"JXUET 2323-AS-31 REV. 1 B. DETAILS Two "Toroue lift" ecuipment lifts for the Reactor Buildincs are imoroperly coated in accordance with AS-31 recuirements. Due to the config-uration of the ecuioment and the hardware mounted on it (motors, hydraulic system, etc) sandblasting and coating the entire surface area per AS-31 will not be possible. - SOLUTION: Exterior exposed surface areas will be re-coated per AS-31 requirements; however, due to the nature of the equipment (handrails, checkered plate, etc.) QC inspection will be. waived. Surfaces beneath the ecuicment which will not be exoosed and where sindblasting could damage hard-ware snoulo oe left as-is.
- 2. SUPPORTING DOCUMENTATION
% F A E li %
W R J H A$ W Mr E BF
- 3. SIGNATURES: DGS/dt 5/19/80 A. . APPROVED BY: c ,m/ d u #4 f G De ign prdseptati've Datei B. APPROVED BY: , J, Originator d '
<// O e Date 4.
STANDARD DISTRIBUTION: , ARMS (Original) (II JOS NO. 35-1195 Quality Engineering (I) D sgE C E I V E ,n7:I Original Designer (if CPPE originated) (1)
, g ,g g 3 $cgg y] ] .
5h Il ll
$SECEIVEW '
FIGURE I. SPEC,EAH,TUGC0 Page 1 of 2 COMANCHE PEAK STEWi ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WR L1 (WILL NOT) BE INCORPORATED AUTHORIZATION NO. 7805 IN DESIGN COCUMENTS SAFETY RELATED DOCUMENT X YES NO ORIGINATOR: CPPE X ORIGINAL DESIGNER
- 1. DESCRIPTION:
A. APPLICABLE SPEC /BW3X33Cc!E:O' 2323 as 31 REY. 1 B. DETAILS On the scrav cioina hancers above elevation 947' in Reactor Contain-ment Bldo. there are areas which are inaccessible to coatine and insoection oer AS-31 recui rements . See attached sketch for location of tvoical inaccessible areas. SOLUTION: Typical areas noted on attached sketch are inaccessible per para-graph 1.1 B of Soec. AS-31. Therefore, these small areas shall be deleted from coating and insoection recuiraments. The remaininc area shall be coated and insoected oer AS-31.
- 2. SUPPORTING DOCUMENTATION W %FDL P
- 3. SIGNATURES: JDS/dt 6/11/80 A. APPROVED BY: 'w*v' O iMI-__ l'-
~~
~. ~ ? O pesign Repr=sentative Date B. APPROVED BY: T
~
//. u@
Originator Date 4 STANDARD DISTRIBUTION: ARMS (Original) (1) . ,,,- Jm . . .- - ^ "1 ~ , - 2m Quality Encineerine (1) Original Designer lif CPPE originated) (1) f( : C *: ,i ? g
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. a
. 1
'j ~CEIV5W l
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._... . . . _ . _. . . . . . . _ . . .. . ._ . . .. . . _ _ . . _ _ _ D.CA. 7.805. . . .-
. . .. . _ _ _ . . . . . . . . .. . . . .. ___ __ _ . _. . FG 2OF2 . _ _ .
9 I 6 1 s , t
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'n' A C_ r^. .%
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l X .. i ._. _ . _.. _. i T P P I P E. . SUPP . ._ORi . . . .__ _.. . . . . . .
,,_! O .b. ..._ _ F. __V .'./
H - E V M. . . . _ . . . . _ _ . . _ . _ _
SPEC,EAH,TUGC0 FIGURE 1. Page 1 of 1 COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WILL) k&J.XXXX'.Q BE INCORPORATED IN DESIGN DOCUMENTS DCA NO. anc3
- 1. SAFETY RELATED DOCUMENT: XX YES NO
- 2. ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPEC)CWG'NOCGSK 2323-AS-31 REV. 1
~
B. DETAILS Clarification is recuested for section 9.2.3 of above acclicable soecification. Solution: Chance 1st caracraoh of section 9.2.3 of as follows. The service of comoetent insoectors shall be furnished to ensure comoliance with the coatino manufaactures recuirements and the recuirements set forth within this soecification for all chases of the coatino activities for inside containment structures and a documented final insoection of the cured coatino in areas covered
- bv this seecification outside containment structures. The contr!ctors coatino decartment shall be resconsible for comoliance with the manufactures recuirements and those set forth herein for all in-erocess costino activities in areas covered hv thic enar4 fica *ien which ara auteida enntain-ant etructuras.
~
4 SUPPORTING DOCUMENTATION:
- 5. APoROVAL SIGNATURES. MW/sgf 11-16-81 A. ORIGINATOR: M ,u
[, /> ((/ DATE / /- M- F/ B. DESIGN REPRESENTATIVE: $MM -- - DATE //-// ~[/ (/
- 6. VENCOR TRANSt4ITTAL REQUIRED: YES NO XX
- 7. STANDARD DISTRISUTION: JOB NO. 35-1195 ARMS (Original) (1)
ECEIVER f j 0 Quality Engineering (1) r40V 18198l TS for Orig. Design. (1) s l E C E lV. E i d O
SPEC,iuE,niCCO FIGURE I. Page 1 of 1 COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATICN t ('lILL) (' 2%%XX971 SE INCORPORATED AUTHORIZATION NO. 8114 IN DESIGN COC'JMENTS SAFETY RELATED DOCUMENT X YES NO ORIGINATOR: CPPE X ORIGINAL 6ESIGNER
- 1. DESCRIPTION:
A. APPLICA3LE SPEC /T12D3L*E;TX 2323-AS-31 REV. 1 S. OETAILS Para. 3.0 b Add item #8 to read: Swedish pictorial standards SSPC-VIS-1-67T i n. _
%##1 mm
~ ~
- 2. SU :CRT*NG CCC'JME'iTATICN .
- 3. SIGNA L'RES: JDS/dt 7/22/80 Civil Engineering- .
A. AP ROVD SY: *
.m< A k b, ^,:- ' *e-A-E / . 3 5 Design fepresents:1v Sate i
- 5. APPROV D SY: \ J
'Originatcr R/va e fs F- c J. STANCARD D!$TRIBUTICN: .
ATES (Original' (1) Cus11:y Engineering (1) Tecnical Servi:es for Original Des';ner (if C7PE criginate::) e.1: JOB NO. 35-1195 e.i ECEIVEmI b i) JUL 241980 E tl l- _. : ECEIVE ; :_6
r ._ _ ,_ _ . . _ _ . . l SPEC,FX4,TUCCO FIGURE 1. Page 1 of 1 COMANCHE FEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHOR!IATION (WILL) ('#)gc62) 5E INCORFORATED IN CESIGN DOCUMENTS OCA NO. 9122
- 1. SAFETY RELRTED DOCUMENT: E YES NO
- 2. CRIGINATOR: CPPE E ORIGINAL DESIGNER
- 3. DESCRI; TION:
A. APcLICABLE SPEC /SM 7% ff fir), 2323-AS-31 REY. 1 B. DETAILS In 2323-AS-31 appendix "3" under CPSP.S Paint Schedule, Area I, contai: rant, add to the listed ite:ns the following:
#11. Weld Plate Erbeds. ---- t.1hite Reasen fer c'2nge: 2323-AS-31 Pain: Schedule does not specifv colcr for tald plate e-beds.
iiRAa-TR E MSE A. SUPPORTING 00CUMENTATION:
- 5. APPROVAL SIGNATURES: EW/bgf 11-20-80 A. ORIGINATOR: N eu 6 /.4/h CATE // / #c/ PO B. DESIGN REPRESENTATIVE: M[ OATE // - 24 @
- 5. VE'400R T?ANSMINAL REOUIRED: YES NO E JOB
- 7. STAN0ARO DISTE!B'lTICN: O. 35 gp;:.., 3 3,gg EItc ,,
AR.9s (original) (I) @ [- Ouali:y Engince-in; i) Ts fer Orig. :est;r..
- NOV 231980 [
1) s, g w E C E I V E l'= $
SPEC,FM ,rJGC0 FIGURE 1. Page 1 cf 1 CCMANCHE DE. K STEA?i ELECTRIC STATICN DESIGN CHANGE AUTHORIZATION (0:CO: ('d:LL NOT) BE I,';00RFCRATED N ESIGN 00CUMENTS OCA t:0. 9129
- 1. SAFETI RELATID DCCLMENT: XX YES NO
- 2. CRIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. OESCRIPTION:
A. APPLICABLE SPEC /CEGEDCEXI 2323-AS-31 REV. 1
- 3. DETA!LS In Centai=ent Building 1 and 2. recuest that elevis claro and hanger red 5/8" or craller be re:cved frcn AS-31 criteria.
SGITICth Due to the s: all diameter of the above rods, all elevis cler and han2er rod 5/8" er s: aller shall be coated under AS-30 ruidelines: hcaever. AS-31 coatines shall be used. f fk pg w A. SUPPORTIN3 COCUMENTATION:
- 5. A::ROVAL SIGNATUP.ES: W/bgf 11-21 80/
A. ORIGINATOR: dp /d / OATE / //2 / / fo B. CESIGN RE RESENTATIVE: $6mV DATE j/- 2/-80
- 6. VENCOR TRANS!4ITTAL RECU! RED: YES No XX
- 7. STAN: ADO O!57213UTION: DCA FO?fi 11-80 JOB NO. 35 '*D3
(. 5 (Original) mCC~lVER (13 i l .uality a gineering (1 e - n 75 for Orig. Cesign. (1) 4 9 U-, j CEIVE
.' p -
l .:. I c- Page 1 or 1 i S?;C, MF. TUCC0 (2) . AM (4) . CP.:.NGE
. 00::05 COM'42CFE PEAK STT.A'4 ELECTRIC STATIQi : II
?.h- ~
' 'J DESIGN O!ANGE ALTaiORIZATICN :III x
'S V
11 m
.c GCCQQ (WILL NOT) BE E;CCRPCMTID DJ DESIG1 DO:D'.CC DCA NO. 9143 Rev. 1 c4 T. i. SAFETx* RELATED DOC'J. cit: XX YES NO l
'@- p
- 2. CRIGINA':CR: CPPE XX cRIGEU1 DESIGiER n i .... ~. ,
,3 3. DESCRIPTIO1:
y f1:, A. APPLICABLE SP22/DWG/D3ItXENT 2323-AS-31 1 1* B. DEIAILS THIS REVIS10t' VOIDS AND SUPERSEDES DCA-9143 Rev. O. j.
- , /
[hd t fr, Pioe Whip and Mcment Restraints 4, Steam Generator sucoort in
% -_ = _ -s '
j
. Containment Buildincs are coated crier to installation. Recuest that j.$f AS-31 coating recuireMents,cn nuts, washers and anchor belts for these I I.'d i
- 7 restraintsd succorts
- be celeted. ;
-- i l fy.
3 50' UTIO": To prever,t damage of existing coating on the above items, I e l !.I coatine shall be o?r AS-30 cuidelines utilizine AS-31 coatine }, bv. .
- t. ma teri al . The said nuts. washers and archer bolts will be .
i ,t I6 subiect to a final visual OC inseection. Surface erecaration thi O O .l. ) 9 6 I4 shall be a mini-um SSPC-SP6. Dtr-...-,
*p .> . ,av , E,i ---
r - u wi. . : : ., p*$ " %TICel: t ,". 4. SUPPCPi" DIG ::CCD' ,fgdl DCC! " *-* "r m" om ~- j.ti 4m:
- j. 5. APPPJ AL SIGlAitJRES: IM/sgf 2-2-83 d A. cRIGniA70R: )77 M *
(. /I[-j IWrE 2-2-87 E. DESIGi REPRESDTIA IVE: N h DATE 1' h*N
,4 o, TA
'A 6. ttIR TRfd:SMI""J4 RECUIPID: YES 10 XX .
s r*i
, < 7. Sn!C:APD DISTRIBLTIOi Y
APy.S (Origi.nal) DCA FCP.'1 11-80 J Cuality eEngineerirg (1) (1) A&un. Fev 7-82
. 4 y ':S for Orig. Cesign Westinghouse-M te (1)
(1) f
- e-
.e
o SP C, HAH,n1GC0 FIGURE I. Page 1 of 1 COMANCHE PEAK STEAtt ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WCI) (WILL NOT) BE INCORPORATED IN DESIGN 00CUMENTS DCA fl0. 9231
- 1. SAFETY RELATED DOCUMENT: "'M YES NO
- 2. ORIGINATOR: CPPE E ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPEC /CE pX UKE E 2323-AS-31 REY. 1 B. DETAILS In Reactor Buildine I & II, El. 887', AZ61 and 127 there are 48" Isolation Valves for the HVAC Systen. Durinz storage and installation the shop coat received Am n e necessitatinz repair and recoatine of valve. ' Areas exist on the valve operating mechanis::: which are inaccessible for orocer surface preceration as required bv AS-31. Recuest that the valve coerator be deleated frem AS-31 re-dre-ments. SOLLTIGi: Due to the inaccessibility and cessibility of dz wp to vais,e cecnents, the coerator oortion of the valve shall be coated unda- AS-30 rd *eH-ee n * - AS-31 specified coatines.
. ] ,i . 55 4 SUPDORTING 00CUMENTATION:
- 5. APPROVAL $!GNATURES: FW/b;;f 12-8-80 A. ORIGINATOR: e db/4/SW OATE /4 / / #6 S. DESIGN REPRESENTATIVE: U .-v S rs DATE /2h2PO
< f
- 6. VENCOR TRANSMITTAL REOUIRED: YES NO E
- 7. STANDARD O!STRIBUTION: OCA FOR?! 11-80 J O B N O' ""
ARMS (Original) (1) - '~.~' ~.
~~
Ouality Engineering TS for Orig. Cesign. (1) (1) q' cCe..iVep]!. r o CEC. 19 . 1980 a 1 I I i ECEIVE l 1
..-n..-.. - - -...-. - .. . . . - - - . . . . ... . FIGURE 1. Page '. of 1
- COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (XOS4 (WILL NOT) BE IttCORPORATED !?! DESIGN Or UMENTS DCA t:0. 9360
- 1. SAFETY RELATED DOCUMENT: E YES NO 2, ORIGIttATOR: CPPh E ORIGINAL DESIGNER ,
- 3. DESCRIPTION:
A. APPLICABLE SPEC /DQGMDCODEEK 2323-AS-31 REV. 1
~ ~~ ~
g, 0ET![S InReactoiB"41dhg#1enelev.808'andonel.860'thereareCableTray Supports dich have been finish coated that have carbon steel bolt comectors that have not been coated per AS-31 requirements. Request that AS-31 coating requirements be deleatec on the above bolt comections. Cable Tray Su; pres involved are as follss: El. 808 -
#5824: El. 860 - #5471 & #5460, & 5457, & 5432, & 2371, & 5515. & 5513, a 5517. & 5518.
SOLLTICN: Due to the small area of coating involved and to =inimize da=are to existing AS-31 coating surromding these bolt ecmeetiens, the bolt cemection on the above Cable Tray Su::perts shall be removed from AS-31 coating recuirements. The bolt ecmeetiens shall be prepared for coating utiliri:y; SSPC-SP-2 surface precaratien and ceated with AS-31 coatings. ,
- 4 SUPPORTING DOCUMENTATION:
h O Mh an. -- S. APPROVALSIGNATURESr/ W/bgf 12-22-80 A. ORIGINATOR:. /so [f DATE / 2 /2 2 /sD B. DESIGN REPRESENTA IVE: [pY DATE /2-73-fo
- 6. VENDOR ACTION: REQUIRED N/A XX
- 7. STANDARD DISTRIBUTION: OCA FORM 10-80 ARMS (Original) JOS NO.O' "'.2' .
Ouality Engineering TS for Orig. Design. (, E C E I V E;jP(
! DEC 2 9 $20 0 b ECElVE
s?IC.F.ui,Tt GC0 FIGURE 1. Page 1 of _ 1 COMANCHE PEAK STEA*t ELECTRIC STATION DESIGN C'iANGE AU HORIZATION DCA NO. 9634 (%T%%) (WILL NOT) BE INCOR 0 RATED IN DESIGN DOCUMENTS
- 1. SAFETY RELATED DOCUMENT: XX YES NO
- 2. ORIGINATOR: C PE Y Y ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICASLE SPEC /DWIO:XX2UK 2323-AS-31 REY. 1 B. , DETAILS In RBI the carbon steel studs and nuts which attach the electrical penetration assembly header olates to the flange, face are not coated per /*-31 recui r enent s . Due to oossible damage to the header plate and to electrical components, reouest that AS-31 reovirements on the above studs and nuts be deleted, SOLUTION! Due to cessibility of damace to electrical eemoonents and the hich cest o# disassembly of the elect *ical benetration stselv. the raid etude mad nuts shall be coated under AS-30 guide lines. However AS-31 specified coatings shall be used. . h8m_ A. SUP0RTING DOCUMENTATION:
- 5. A ROVAL SIGNATUREfV Md/bgf 2-11-81 A. ORIGINATOR: M_ e [M//c / DATE 4 //// 8#/
B. DE!!GN REPRf3ENTATIVE: Mld e- DATE l~//"#2 XX i
- 6. VENDOR TRANSMTTTAL REQUIRED: YES No ,
- 7. STANCARD DISTRIBUTION: DCA FORM 11-80 ARMS (Original') 1) JOB NC 35 **33 ouality Engineering 1) ECEIVE iS fcr O'ig. Design, 1) L L FEB 171991 s
- W Y i E C E 1 V. E S::d
. - - . - -- a .. . . - - . . . . . . .. .
i f j SPEC. HAH,TUCCO FIGURE 1. Page 1 of 1 l CCMANCHE PEAX STENi ELECTRIC STATION
. DESIGN CHANGE AUTHORIZATION (XIgt) (WILL NOT) BE INCORPORATED IN DESIGN DOCUMENTS DCA NO. 9917 Rev. I
{
- 1. SAFETY RELATED DOCUMENT: XX YES NO 2.. CRIGINATOR: CPPE XY ORIGItML DESIGNER
) 3. DESCRIPTION: ,
A. APPLICABLE SPEC /4WC#00Cl21CfK 2323-AS-31 REY. 1 i THIS REVISION VOIDS AND SUPERSEDES DCA 9917 REV. O. I B. OETAILS in centsinment *1 & 82. thera are safatv restraint cables for ennduit and lichtinc #iyturas which sea at*nchad to ava hockt E =all bent ?
~ % >
b at plate, and small anole clios.1 Due to the size and confiNration of these
~ -
i attachmaqts. insDection Der AS-31 80Sendix C nor unioue identi#ication can be t . a** *bli g had #er thes e s t
- s c hme n t s . Dacuest contino cuidelines #ce thaga 4 tams, salu.4a . na u 3 +ha da. ail, . ,t.+ad .5nva. +5. ,usia,t .etan w .,nt, s, e Seismic restraint cables on conduit and lichtinc #ixtures shall be coated under AS-30 evidelines utilirine AS-31 snacified coatines. OC insoection shall not be i
na aes=rv hewavae tur#a a eranaentien shall 5 se none at scesible te ssoc so-10. 4 SUPPORTING DOCUMENTATION:
~
wan 'W E. APPROVAL SIGNATURES: MW/sgf 2-8-82 A. ORIGINATOR: 62/Ms DATE J- F-J' 2 B. DESIGN REPRESENTAT VE: ~ [,dI W ,
~
DATE 2"/O Y 2--
- 6. VENCOR TRANSMIiTTAL REOUIRED: YES NO XX
- 7. STANDARD O!STRIBUTION:
OCA FOR?i 11-80 ARMS (Original) JOB No. 35 ~~35 - Oua11ty Engineering TS for Orig. Design. ECEIVEp - a Westingnouse-Site FEB 111952 . t I ECEIVE
SPEC HAR TUCCO F!GUPi 1. Page 1 of I COMANCHE DEAK STEAM ELECTRIC STAT!CN DESIGN CHANGE AUTHORIZATION (U EE) (W!LL NOT) BE INCORPORATED IN DES!GN 00CUMENTS DCA t:0. 9927
- 1. SAFETY RELATED DOCUMENT: xx YES NO
- 2. ORIGINATOR: CPPE xx ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPEC /34%)GXGIgG 2323-AS-31 REY. 1 B. OETAILS In RBI at AZ279-284, elev. 905-1052 & at AZ 286-292, elev. 905-1066 there are two conduit runs that the 3/4" bolt connections on the supports have not been coated to AS-31 requirements. SSPC-SP-10 surface preparation, without damaging existing coating, is possible by replacing existing bolts with coated ones; however, the bolts have no unique number for Q shop coating traceability. Request that the above bolt connections be removed from AS-31 coating recuirements.
. SOLUTION: Due to the above problem, shoo coating shall be performed on reelacement bolt connections for the above conduit runs under AS-30 coating recuirements.
i#m~ i
. 4 SUPDORTING DOCUMENTATION: '
I I
- 5. ASDROVAL $1GNATURES: MW/bgf 4-6-81 A. ORIG *NATOR: Ne kh DATE $*8/
B. DESIGN REPRESENTATIVE: L /M OATE [* $ 8/ W
- 6. VEN00R TRANSMITTAL REOUIRED: YE5 NO yyy JOB NO. 35-I195
- 7. STANDARc O!STRis0710N:
p==l E C E I V E - DCA W M 11 20 (1W pg g gj ARMS (Original) 1) F l Quality Enginee*ing 1) ; i TS for Orig. Design. 1) 1 1 E C E IV.E 1 l
AR.'15/ FI LE/7tm DM 2. * - 1 mr 3 ,, s 7 CO.ALANCHE PEAK STEA?! ELECTRIC STATION DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION
'p' ARMS
(;, (tDYl) (WILL NOT) BE INCORPORATED AUTHORIZ ATION!I.43 SED 1072 SAFETY RELATEDpu X YES NO 1. DESCRIPTION OF ERXXKZ/DEVI ATION/CI.XJJ.Ursurt A. APPLICABLE SPEC /EXEXIEDD2.h7 2323-AS-31 0 4-1-77 Rev. Issue Date B. DETAILS The containment liner from elevation 805'-6" to elevation 808'-0" receives clastic joint filler per .=ection E-E on drawing 2323-S2.-0319. From acimuth 1300 to 2500 , the rotofoam was installed prior to final acceptance of the protective coating. Minor repair work on scratches remained. Solution: The coating is acceptable "as is ". This area is inaccescible for decontamination purposes, and will be sealed off with a bond breaker and sealant to prevent moisture from causing corrosion of the liner plate. JOB NO. 351195
- 2. SUPPORTING DOCUMENTATION iE p,
)
j% FEB 0 gs74 f li %ECE gm VVMERR
- 3. SIGNATURES 0.B.J./akh 2-6-78 A. APPROVED BY:
GG W ~ntative < E ~7-7d5 Date B. APPROVED BY: s M- - afs - -
'J-d. '7[
Res pg" ibl e ngineer y Date C. APPPAVED BY:/ . (,Projc.< Engine # of
.wm M 2. ><dCr
(,,,,,) Date Engineering Supervisor 4 STANDARD DISTRIBUTION TUGC0 Site QA (1) B6R Field (Original) (1)
.. GLH New York (1) DER Site QA G5H Dallas (1)
(I)
Figuac 1.7-1 ,. PAUb 1 of 1 TNH, FILE, ARMS COMANCHE PEAK STEAN ELECTRIC STATION SkO3
- DESIGN CHANGE / DESIGN DEVIATION AUTHORIZ/ qty (pp (l','1113 (h*ILL NOT) BE INCORPORATED
, - @p, viu rA?f9:r-:4G, 12 4 4 - RP. ! SAFETY RELATED: X YES
- 1. NO DESCRIPTION OF D W.'CEVDEVIATION/0D'MI@tG171GT ' - - "
A. APPLICABLE SPEC /DW4 % % % 4 2323-AS-31 0 4 15-77 B. THIS DOCUMENT VOIDS AND SUPERSEDES DC/DDA DETAILS _ pene, eu. 1244 The noint crane rail cirders were orotectivelv ennted. but durine rework on the crane rail the coatine in sever Q,,, _ ares = has been removed. ! These areas are: (1) scratches resultine _frna =hi f tine the ernne rail. and (2) oricinal weld areas for th _rnil clin tie down brackets which were cround smooth . SOLUTION: The areas under the crane rail and tie down brackets do not recuire erotective contine. Damaced areas on the ('
. crane cirders which will be exposed after assembiv will be repaired
_as reautred. 2. _ SUPPORTING DOCUMENTATION Jon un ee4 33 ECEIVE a
,,,_ MAR 141973 p- - -
UU
- 7kLV E h/
- 3. _SI GNATURES OBJ/ss 3 10-78 kNWblh A.
APPROVED BY: __G5h i r.feh.sch j/ t'Riye _ J--/4- 98
. / Date Mh B.
APPROVED BY: h' * :e- - 5
'Respg Td Engineer
- .o -
f~/d'*7tb
.' Date C. APPROVED BY:
UToj(c t Engineer or # g 78 , Engineering Supervisor Datc, 4 . STANDARD DISTRIBUTION ,
,' TUCCO Site QA (1) B6R Field (Original) (1)
G5H New York (1) GCll Dallas B6R Site QA (1) (1) e.**.R*.*
Figure 2.7-1 PAGE 1 of_ 1 MH, FILE,AR"S. ' i '.3.. 3 COMANCHE PEAK STEAN ELECTRIC STATION ,?Mr:d Q et3 DESIGN CHANGE / DESIGN DEVIATION H AUTHORIZATIONn): ! (tKME) (WILL NOT) BE INCORPORATED AUTHORID.T.IOX.NO. -H6+ SAFETYRELAfbD: X YES NO
- 1. DESCRIPTION OF ENKNSEXDEVIXIIDNXCLARIFICATION A. APPLICABLE SPEC /DNS)(DSEUXENIX 2323-AS-31 0 4-15-77 Rev. Issue Date B. DETAILS PROBLEM: In the Reactor Buildings, rotofoam was used for l
the compressible filler between the top of concrete walls and the underside of the floor slab. Does this rotofoam receive protective coating? SOLUTION: The compressible filler will not be coated. If, during application of the concrete coating on the ceiling and walls, paint is accidentally placed on the rotofoam, it does not require removal. - b inq NO. 351195 E C EIV E f,g
- 2. SUPPORTING DOCUMENTATION l t/AP,09 B76
\ ._ccL_
- _ .g.
Jl,y . . .-. . _ MKM%h - tr t###)g
- 3. SIGNATURES OBJ/ss 3-S 7S 7
- Eh '
f A. APPROVED BY: H 3 n h.,--=- % tiveQ% e Date d
@_ 7%- '
B. APPROVED BY: Responsible Engin'cer hJ [A Date C. APPROVED Bi: N,!^---* 3*8*78 Project Engineer or Date Engineering Supervisor 4 STANDARD DISTRIBUTION TUCCO Site QA (1) B6R Field (Original) (1) G5H New York (1) B6R Site QA (1) G5H Dallas (1) l 9 tem eep
--, - , - _ . , - , , - , _ . . - - . . . . - , _ _ . . . - - _ . . _ . . , _ . , - _ , - _ _ - . _ - _ . . - . , - . _ - . - . - , . . . _ < .,1 . . . - - - , - , ,
E ' d' '. r C 4.i=L l' ?,G U L ot ? CO :A:!Ci'E P".Al* STEA:: F.LECTRIC STATICU spec, file, arms DESIGIi CF.A IGE /DESIG;i DEVIATICII AUTF.ORIZATIO:: (b'!LL) U.WXXX'fC0 EE II CORPORATED . AUT1!ORIZATION I;0. 1393
' * * ' ~ ~~~~~
IN DESIGN DOCUPINTS.* SAFETY REI.ATED DOCCIENT: X YES NO
- 1. DESCRI?T~ON OF CdAl*GE.'C2"X m m *E ~C m m m X A. APPLICABLE SPECMhe.:.: dX 2323-AS-31 0 3-15-77 Rev. Issue Da:e
- 3. DETAIL.S PRC3LS!: Section 6.9.b of A pendix C states in part that " Dry-film thickness on ncn-ma::netic surfaces shall be dete=ined by measuring the q':antity of ccating =aterial used over a measured surface area." WFT gauges and scratch gauges are '
mentiened only for estimating purposes. As these gauges are acceptable methods of dete=ining dry-film thichess, recuest pe=ission to use these for final DFT readings also. l SOLITTION: Revise Section 6.9.b. of Appendix C to read ar fellows:. - ary-um t.ucatess on aca-cas;neuc smaces snau se cene.mec, e q w. - . .. . .
- 1) Measuring the quantity of coating material used over a measured surface area; meM :
4j .in gauges, c,u; ;ne gauge .r.;.s; be wed 2.2.edeely d.cr w .w6 .,,.li .wu,
- 3) Scratch gauges."
JOB NQ 33.L195
- 2. SUPPORTING DC,Ci.7 ENTATION l
smut ECiIVE 5 , l ... l
- r$ .. . . . . a , w 1 . :: o;:
h ;p
- 3. SIGNATUPIS OR7/ss 3-23-78 A. APPROVED BY:
G&n M[ r f r M C a ti.v e / JiP- 2. 8 - 2 8 Dfi'F., M B. APPROVED BY: Aw;A k f[2] AT 7 Responsfoi ng:.neer / l 4. STA!;DARD DISTRIBUTION . l i 6UGC0 Site QA 1) G&ll New York 1) G&it Dallet 1) ! D E Field (Original)(1) . B&R SL:a QA (1) 3 - . l
D nure 2. -1 .j,3 e : c: ; C")MANCHE PE.AK STEAM El.ECTRIC STAT'#.' /
" gO[gg k8 DESIGN CHANGE / DESIGN DEVIATION AUTHOR!3&TA
, ,p
( . h d. NOT) BE INCORPORATED AL*THORIEATION h 2272 IN DESIGN DOCUMENTS. ~ SAFETY RELATED DOCUMENT: X Y: NC
- 1. DESCP.I?!!ON OF rF.AKEI/ DEVIATION /CIOGGKid4710tX A. APPLICABLE SPEC /DKGXECCDCENT 2323-AS-31 1 3-15-78 Rev. Issue Da:e
- 3. DETAILS During painting of frames for the 10 removable block walls in the G-A wall and the wall 11'-6" west of G-A, above elevation 862'-6" in the Auxiliary Bldg.
oaint overstrav accumulated on the frame surfaces which will be in contact with the concrete. Nelson studs attached to the frames do not have a coatinc of paint. Re fe r enc e pa a ag_raph r 1.1. c .12 SO!)Ji' ION: Paint on the face of these frames in contact with concrete j i= not critical therer~cre. the franes are acceptable as is.
;7, 2 . SUPPORTING DOCUMEh" RATION w.s g M $>% .
WW W MR%) l'
- 3. SIGNATU?lS '
RBh*/ss 8-8-78 A. A? PROVED BY: , e- f -- 9 2e f
, G6E W a:ive / DATE B. AFPROVED BY: [8s ,/// -_) N DAIL [ 7[
Responsible Engineer C. A??ROVID BY: -
'h Venco: Duly Au:nori ec Represen:a:1ve DAIE
~
(Ti:le) 4 STANDARD DISTRIBUTION TUCCO Site QA (1) l GLE New York (1) J03 No. 35-119a , , _ G&M Dallas (1) 3 IE C E !
- j 36R Field (Original) (1) t . h 3&R Site ci '
(1) l w[ - ~~~~ H il, i. s. N I
- J 'ECElVEM i
COMANCHE PEAK STEAM ELEC RIC STATION gpy'f DESIGN CHANGE / DESIGN DEV!ATION AUTHORIZATION SPEC Mtt2 du,fJy! ARMS,3r.5, GINCORPORATED @OEXEO NOT) . AtTIHORIZATION NO. 2* - DESIGN DOCUME:CS. ~ SAFE ~l RELATED DOCUFINT: X YES NC
- 1. DESCRIPTION OF EXXXCEX3EYIXII32/ CLARIFICATION A. APPLICA3LE SPEC /EW3X3Gsxma 2323-AS-31 1 3-15-78 -
Rev. Issue Date B. DETAILS Durine recair of the coatine on the Waste Gas Decav Tanks , tae numbers ~ T3X-GHATGD 001 througn -010, an area oetween tne cettem of tne tank anc tne insice surface of the skirt was encountered where the crimer could not be reonired. This area varies from 1/8" thick to 3/8" thick. Please advise of the necessary repair wek
-uw . s.s SOLtTTION: Per Section 1.1.b, paragraph 3, these *
' 4* Di -
Inaccessicle exposec steel surraces are generally not 7g /~ crotectivelv ccated eending review by the field engineer. ,, , _ f{tyuu{., r .a This equipment nas oeen researtnec, anc tne area involvec %, .u.. may be crimed over the existine substrate condition. The htw-prine coat is intencec for sealing purposes only, anc will not meet AS-31 erotectivelv coatines recuirements.
- 2. SUPPORTING DOCUMENTATION M M m.. -
- 3. SIGNATURIS ]",, ' && "
OBJ/ss S-11 78 I V' - A. APPROVED BY: 8 t w M re-e. - b 8 / 26 DAIF. Gddi pepreserrtat:.ve
- 3. APPROVED 3Y:
84 ' ' Responsic~ ie f.ng:.neer TTAIL C. A??RCVED 3Y: M/4 ~ Vencor Ruiy Ae.thert:ec Representative RAIL (Title)
- t. . STANDARD DISTRIBUTION TUCCO Site QA (1)
G&H New York (1) G&M Dallas 3&R Pield (Original) (1) (1) "yi Jeg f 7D. 35 1195 gCE;yg . A 36R Site QA (1) / ,
E 1 1 19'5 ECE;yy
, Tigure 2.7-1 Page 1 cf 1 CCMANCHI PEAT S'"IAM ELECTRIC STA!!ON DESIGN C*dA' IGE / DESIGN DE7.ATION ALT.iOR:2AT CN .
Gl.C FJ' r (*C LL) (VMg \E)ARNs . 3ECS INCORPORATED AICHORIZA!!ON No. 2356 . IN DESIGN DOCLM:CS. SATE'"Y RI;.A~ID DOC'M1C : X YIS S0
- 1. OISCRI?!!ON OF CHANGI/.tMM.!EM)!!T.XMM XTZ3:(
A. A??LICA3LI SPECAL",ftCCOTCf 2323-AS-31 1 3-15-73 Rev. ;ssue Da:e
- 3. DETAILS Outside the Centai=ent Buildines, recuest re-mission to aceiv srecificati:r 2323-AS 30 ceatines to electrical cable trav hanters in areas desi;nated as Note 5 -
rooms eer drawines 2323 Al-0537 and 0538. As this will cansist of ar exi.-atelv , seven ree-5. the total Su-face area of centines affected is -iner. kis w revel veuld assie- tah f4 aid canse-secim e!!eM kv e 4-14 e 4 v - ---.4.. . -. ee. k,--.- cent ia cs . ent n-my . The chance er eesed above is acceetable. Scecificatien AS ~1 will be ravised as fellows- "Sectien 1.1.c.!. - Seme ,lmi c e.1 t e,, e t ,M t.s e ,1.e--4 -,; I cacle trav hanters located cutside the Centainr.ent Buildings)."
- 2. St PPORT:NG OCCUME: CAT:ou %4a3 bO.35-nc-l yCElyg lf 4~ " A 2 3 1978 ll .]
- 3. $!0 NATURES ORJ/ss 8 21-78 U E C E l V Ew0 I*
,- --A . APPROVED BY:
#2/JS Gisi .U p erut.:a::ve D6;E
- 3. APPROVED BY: bw 4W Raspons: ole / Eng:.near DA;E
/ b*
vj C. A??ROVID EY:
~
M/f Venec: Duky Au:ncr ec Represenca::ve
; AIL (Title)
I. . STANOARD O!STRI3UTION 7t'GC0 Site QA (1) ! G&H New York (1)
.G6" Dallas (1) k 1
36.. Tield (Original) (1) I 36R Site QA (1) b 41 lw p n' I l1 *
- 1
( 1 i j 0
C0./.3I2: E *.;*. S T J.M I
- 7 " * *
- E FATION -
DESIGNCHANGE/DESIGNDEVIATIONAUTHOPj5ZAt GLC, FILE, APJtS C$
"If -
(F M) (WILL NOT) BE INCORPOPATED AUTHORIZA!!ON N05.239 3
'ESIGN DOCUME."IS.
SAFETY RELATED DOCUMENT: X YES NO
- 1. DESCRIPTION *OF CJ h"Z/ DEVIATION /CEXXIFICXTIDN A. APPLICABLE SPEC,C:;tITucccMET. IX 2323 AS-31 1 3 15-78 Rev. I.ssue Date B. DETAILS Recuest pemission to protectively coat the concrete floor in room 62B with white topcoat rather than the light gray topcoat as called for in Appendix "B".
This would assist the construction schedule as the light gray concrete coatiag is l not on-site. (Rocm 62E is in the Safeguard Building #1). l SOLLTTION: The proposed deviation in color for the floor in room 62E is acceptable. This elevation 785' 6" flocr will be covered at elevation 790' 6" by netal
. grating, and will not adversely affect the desired aesthetics of the finish schedule.
2 .,. SUPPORTING DOCUMENTATION
% av -
l3. SIGNATtPIS OBJ/ss S 23 78 . , l A. APPROVED BY: 4* Gidi Repres ive
#~# # ~ #
DATE
- 5. APPROVED BY: .% # [I7!7/ i Re spons ioie/EnAineer DATE C. APPROVED BY:
Q ///A Vancor Duly Autneri:ec hepresen acive DA!E (Title) l l 4, STANDARD DISTRIBUTION 1 l TUCCO Site QA (1) #9 NO. 35 1195 GM New York (1) i l GM Dallas (1) J9 h C E l V E i B&R Pield (Original) f, l , ! l (1) ,,: o q g ,', l l B&R Site QA (1) I , LECElVE I
Ficure 2,4 1 2. age 1 of 1 " T:LE. AF35,LEH, nicCO COMANCHE PEAK STEAM ELECTRIC STATION $0M8 DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION gg 4 D* DGICO. (WILL NOT) BE INCORPORATED AUTHORIZATI!..,0. :::', IN DESIGN DOCUMENTS. b^TL SAFETY RELATED DOCUMENT X YES NO
- 1. DESCRIPTION C CNAXER/ DEVI ATION/EIXUTIIXTTE A. APPLICABli SPEC /RXSXESENKEXI 2323 AS-31 1 3-15 77 Eii7. Issue Date B. DETAILS The eleven lichtine panels located in Reactor Building #1 shown en drawing 2323 El 0942 02, were received on site and were galvani:ed. Per drawing 2323 El 1800, Sheet 111, these panels were to receive special finish, which imolies an AS 31 category costing. However, to reblast and repaint the panels would destroy these thin walled carbon steel panels. Request approval to leave the galvani:ing on the panel surface; apply a tie coat of carboline 1037 hP (wash primer) and apply the Phenoline 305 topcoat. The inside mount-ine surface and all exterior surfaces would be painted in this manner; the
, inside surface of the panel cans.will be left galvani:ed.
c SOLt# ION: The proposed method of coating the lighting panels is acceptable.
- 2. JOB NO. D 6 6W SUPPORTING DOCUMENTATION ECEIVE CTT 3064: TWX 10,473 J , m 3 y ione g
,,,t
- 3. SIGNATURES OBJ/ss 11 8 78 .
A. APPROVED BY: . [k . NI J+ f 3 , N /
/ Gift fcprespntaDve W g g g / Date B. APPROVED BY:
- l+++- <
//!/J!78 Responstbre Engineer Date
, f
- 4 STANDARD DISTRIBUTION TUCCO Site QA G6H New York B6R Field (Original)
B6R Site QA 1) su
r Figure 2.4-1 Page 1 of__ 1 TILE. ARMS .LEH.R'GC0 (. i , . COMANCHE PEAK STEAM ELECTRIC STATION SOM3 ~i DESIGN CHANGE AUTHORIZATION INMv: D , 04 t* 1 D'IEj (WILLNOT) BE INCORPORATED AUTHORIZATION NO. 2988
! IN DESIGN DOCUMENTS SAFETY RELATED DOCUMENT X YES NO
- 1. DESCRIPTION: DESIGN CHANGE YES X N0 A. APPLICABLE SPEC /EWCCIOG!mX 2323 AS-31 1 REV.
B. DETAILS ne centainment liner located between a:imuth 80' and 105' in Containment #2. elevation 819' 6 3/4" thru 860' 0" has been rendered inaccessible to l . QA final inspection due to setting of a pemanent steel form within 4" of the contain-l ment liner, ne containment liner has received one prime coat of Carbo:in 11 with a 30$ topcoat per AS 31. De perunent steel form was coated with two coats of ! Carbo:ine 11. . h SO!MION: Documentation of the coating application,in accordance with the requirements of AS 31,behind the steel form has been verified by the QA de-partment. Due to the permnent steel fom being secured, the area behind the fem, , between tne uner ana term r.n cecr. acciarci, anasesmais.s. ; 3 / A. APPROVED BY
.Gipf
/J representattire c&%%f _ ~Qa #/D Qa r's
[ B. APPROVED BY .k respons!$iIr Engineer cs^ l l - l6 "18, oate
- 4. STANDARO O!STRIBUT!0n: 1 J05 N0. 351195 BARField(Original) ' '
ECEIyg
. GhH New York a
'f TUG 0 Site QA BAR Site QA.
t O 3 0 1978 ICLlVg 1 th
Figure 2.4-1 TILE. ARMS.LEH.TUCCO Page i or__ 1 e. ( COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION g
- INDEXE0 (XIMyJ( (WILL NOT) BE INCORPORATED AbRIZATIONhu. a.c IN DESIGN DOCUMENTS SAFETY RELATED DOCUMENT X YES NO
- 1. DESCRIPTION: DESIGN CHANGE YES X NO ,
A. APPLICABLE SPECE.UXOCCTXI 2323 AS 31 1 REV. B. OETAILS Recuest authori:ation to delete the protective coating: located on the walls and overhead in the electrical chase located I cast of AS wall, elevation 807', between l' 3" south of 7.75 to 3 5. SOLUTION: Due to the possibility of contamination leaking into the electrical chase from 310' elevation, protective coatings shall be applied per AS 31 to the electrical chase, floor and six inches up the walls. Costings shall be applied to the walls , and overhead area which come within one foot of the electrical che&e 44Lehen OD sav~-U c l e va s a g ra La eshwis wisd e d s w w.6 % dii. 46a s . v66
- 2. SUPPORT!t.G OOCUMENTATION requirements can be satisfied.
UfAR Ph
- 3. S!GNATURES: GDM:ss 12 14 78 A. APPROVED BY: jMD 4 N N',
G&H Represe y [ Oate i B. APPROVED BY M _ n nt- 14 76 Re:ponsiolo Engineer ' ate 4, STANDAAD O!$iR!PUTION: JOB NO. 351195 D&R Field (Original)
- ECEIVC l G1H New York S*
i l TUGC0 Site cA DEC 2 61978 , i l D&R Site QA CCLIVl -) , l l l .......... . _
l . spec, file, arms,leh,tugeo Figure 2.4 1 Page 1 of A. CCMANC-2 P!.U STEA'! ELEGIC STATION
. DESITi cia.NCE A!JECRI"ATICN
(.)St,i (NILL NCT) BE INCORPCRATED A!JTHCRI*ATION NO. 3270-REY.2 IN CESIGN DCCthSTS SAFE *Y RELA *ED DCC'JST X iTS NO
- 1. DESCRIPTION:
A. APPLICABLE SPEC,XMX:XXIXKKX 2323-AS-31 P5V. 1 NOTE: THIS DOCth D T SUPERSEDES AND VOIDS DCA 3270 PIV.1. 5 ETAILS Request authori:stion to delete ingection of surface prepara-tion o.n $".and wor _ ass weis arc u_ p p.w g 4 . < .c e n u _ q -_ g 041'_7". h th_D' - 36 F Inspection snali e de ete tor
.eareaslocated]
N~- j *^I I "[ E#""] ous bar along g tn Areas located on the backside of the Polar Crane girder,
. arminst the Containment liner and Polar Crane cirder icints and bracket pockets snall be voAd to QA inspection on Carbozine 11 primer and 305 topcoat application.
Lower weld nress located en the front and backside ef bettce cirder flance will also be deleted from primer and topcoat inspection. SottJTION: Due to the location of the Polar Crane girders, girder pockets, and bus bar brackets, decontamination or these areas are not recuiret but the centines shall eenfom to the mininn 200 nsi reautrements per AS 31. The proposed changes are theretore acceptable.
._ fv% __
e 3 m ine cosagn cn.mgo W .) ,v nav..; snaiA nos aA;ct ;ne au-position of ? C 677 issued on 7 1 77.
.. : n . ..G LOCL 9.iATION
- 3. SICMWPIS: CDM/ss 4 24 79 A. ATFRC\T.D BY: , .
- W FMP .r v. f e m er- ,ve .
ate
- 3. AFFFCVZD BY:fDL SA Py b M ' MI 4/24
< ;an b4" T.espn:1 ole f.n nneer 4 !TA'.TMD OIS*RIltJTION: .!OB NO. 35 11j5 asR Fiel.t torigi..21) m
-qCEIV={. -
9 03H New York csa :allas (1) m
'a i8 J .q. n- g gg A 7 WGC0 Site CA (1) \ . f SSR Site CA FS;G Site 3,'1) 1)
(O4ECEIV
'j,) , - - . . - . . . ,
~ '
% 520WN & 2007, INCr -
tog etteret 3tettsaa istit e 8F - lLitMt -
.. OI M 198113f 8<a 04 .,,,,
C W '#III _ tat *3 yr ase 3 g* 19 -
, _3att 2, ..Y . . e4 327o ST'_2 /.3_
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BROWN & ROOT, INC.
- O- u sinEEitinG Division Satti no. tr
.% CLIINT E SUSitti.
JOB 40. -,
~
31313 ON CaaslNG 40. ~ C:utgitt Cat'3. If APP *3. I? 3ATT ff
- 4. .. +
A Cc/ccA*3270 v7_3c h C.TANE G-tv;3er k Tb26E l. IV . cc&Aiuvar- Feve. c.w we.ze. U t. q W l "p "
- >J Ah7.,Act E"
. AWA !
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-@p - BROWN & ROOT, ENGlhEERlhG 3tV1310N INC. $N(It ag, OF
-, :LIENT jeg mg,
$U811**
Basta IN CRatlNG NO. C0uPU .A CNt*2, If AP**0, 89 DAff 1 g_
"5 ""'"
w s . . . , 4 .
"5 W/DCA *b27c Lim p/ -
m wT iC# S-m Glam
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- I"D-
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Figure 2.?-l Page 1 of 1 ' FILE, ARMS, LEH, TUGC0
~~s CCMANCHE FEAK ST'EAM O.1.ix!C STATICH ARMS CESIGN CHANGE AUTiiCR12ATICN gyg GiIED3 ('4ILL NOT) SE INCCRPCRATE MTiUCRIZATICH NO. 3553 -
IN CESIGN CCC:lMENTS
~ . . . ,
SAFETY REl.ATG CCC:JMENT . YES X NO
- 1. DEICRI TICN: CESIGN CF.ANGE. YES X NO "
A. APPLICABLE SPECK %?!!/DCCS.' git 2323-AS-31 1 REV. B. CETAILS Due to the availability of Southern Imperials 1201 white topcoat with respect to Carbolines white 305 topcoat, request authori:ation to change the topcoat requirements for the cable tray hangers and supports in Room 133 of the Control Building elevation 807'-0". This chance will incorporate the use of Southern Imoerials 1201 toccoat in place of the 305 toccoat over the existing Carbo-ine 11 oriner. steel primec wnn inorganic SOLUTION: Southern Imoerials 1201 tocccat is recommended over
- Inc primer.
table as lone as minimum adhesion is obtained oer AS-31.Ine proposec cnange is tnerefore acce
- 2. SUPPORTING OCCUMENTATTCN i .
- - Ne h
- 3. SIGM73RES:
GDM/ss 2-6-7 A. AFFROV G SY: 7/ a sin Representative
# 7 -4'- 74 i Oa a B. APPROVE SY: ID wM._.M cd A/ml 2-G-79 Aes;:ensloie f. :gineer Data '
- 4. STANCARD DIS ~RIEUTICN:
B4R Field (Original) (1) CSR-New York (1) JOB NO. 35-1195 CSH-Dallas ECEIVE (1) ~ TJCCO Site QA (1) -- k BSR Site QA (1) IC b @ 1973 FSDC/ Site (1) / ECEIVE , 6 .:v. , , u n .. . . .
. .- S Pigure 2.4-1 Page 1 of 2 spse, file,a = s,leh,:usco CCMANCE PEAK STE.4I ELECTRIC STATION DESIrL' CdANGE ALTdCRIL\ TION OCLU) (h'ILL HUT) BE INCORPORATED ALTdORIT.ATION NO. 4640, Rev. 1 IN DESIGN DONENTS SAFEIY REIATED DOCGENT X YES hD
- 1. DESCRIPTION:
A. APPLICA3LE SPEC /IWCX h W 2323 AS-31 REV. 1
*THIS DOCUMENT VOIDS AND SUPERCEDES DCA #4640, REV. O. i B. DETAILS In Contaiment el recuest authoriretinn to decle-e tha e
1/4" carbon steel cavitv liner and crifica n1sta =eca-kliae. a1=v=+4an coai.na . 833'-0". inaccessible. SOLUTION: Due to the cerben steel cavity liner bainc 01= cad within a" of the ramcto" cera incu1=+ inn. tha en=*4no raeu4*amon*e far +ha linor nei ne i to the initial settine shall be oer AS-31 standards and void to Oa inecertion after olacement due to inaccessibilitv. The orifice olates. stiffeners. and associated succonts from elevation 82a'-0-1/2" - 829'-9 1/2" shall be coated ce* AS-31 and will not be subiact to final Oc -
. (cont, on page 2)
- 2. SUP.NxiING DOCIENTATION -
E@b WJ B Mill B
- 3. SIGNKIURES: GDM: pew 7-2-79 NYE
'q _ ,
! A. APPROVED BY: 7 G6H .Lem*Bt:rtatiye Date
- 3. APPRfRED BY: m
~
Me% & . M l ~2 ~l 9 j Respcasible Engineer Date 4 STANDARD DISTRIBUTION: JOB NO. ~~5 -1195 I. BSR Pield (Original) G5H New York (1) (1) ;
' -ECEIVER
; i d GSM Dallas (1) ,, ' .ji.ii. O 51979 ;
'i r.
i TUGC3 Site QA (1) ,j ,) ; SSR Site QA PSDG Site (1) (1) 3 E C E I V E [U
...s DCA #4640, Rev. 1 Page 2 of 2 inspection on coating requirements. All damaged areas on the cavity liner and orifice plate assemblies which are rendered accessible to brush touch-up shall be recoated and exempt from AS-31 criteria. t
9
',~ Figure 2.4-1 Page 1 of 2
-g IILE',APQiSTUgCO,LEH r;
C0\liNDiE PDI ST's.'4 ELECIRIC STATION DESIG! CHANGE A!RHORI2ATION M%K) (WILL NCT) EP INCORPORATED AUTHORIZATION NO. 4753-REV.1 IN DESIGN DOCW B TS SAFETY EELATED ECCUENT X YES NO
- 1. DESCRIPTION:
A. APPLICA3LRXREX'DEGRIUM 2323-Al-0409 8 Ps. NOTE: THIS DOCUMENT SUPERSEDES AND VOIDS DCA-4753. B. DETAILS Areas exist in Rooms #22, 26, 27, 28, and 30 which are either inaccessible or which would be impessible to decon-taminate at a later date, but require protective coating per AS-31. Request that authorization be given to delete the final
.. QA inspection on the items listed below:
ROOM #22: Personnel Decontamination
- 1) floor, wall, and ceiling expansion joints.
- 2) door and frame assembly T-25.
- 3) concrete block expansion joints (CONTINUED ON PAGE 2)
- 2. SUPPORTING DOCUMENTATION wa pr4 & % Ik N bhhhh
- 3. SIGtATURES: GDM/ss 6-13-79 A.
-_1 APPRCVED SY: ,f
_g jf.7$ . G5H Re esentative Date
- 5. APPROVED SY: ., OSenOm d DJJtd Responsi:>1e ingineer b- \'5 -Y fate '
,; 4 ST s o nD DIsintstRIcN:
JOB NO. 35-119o a mECEIVER 3 35R Fi:1d (0-i;inal) (1) C5H New Ycrk (1) E JUN161970 5 I GSM Dallas I ) (1) Ij TucCo site CA (1) B.ECEIVE
~
35R Si:e CA (1) F5DG Site (1)
, . , , , DCA-4753-REV.1
* - Page'2 of 2
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by ' ROOM #26: Janitors Closet
- 1) door and frame assembly T-35. '
0
- 2) concrete block expansion joints. -
ROOM #27: Laundry Room -
- 1) floor, wall and ceiling expansion joints.
- 2) door and frame assembly T-36.
- 3) pass thru window from laundry into the personnel decontamination room.
- 4) wood shelving and storage bins.
- 5) concrete block expansion joints.
ROOM #29: Cold Lab
- 1) door and frame assembly T-38.
}(,hj{f ROOM #30: Hot Laboratory
- 1) door and frame assembly T-39.
pe chase. SOLUTION: The above solution is acceptable. i' l I i 1 4
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T-w. 5?EC, FILE, ARMS,LEH,TUGCO i buT* 2*4'1 P#I' I Oi 2 CO\tWGi3 PDs 5 d 4 d.ECTRIC STATION DESIGN C-iANCE .E-iCRID. TION (XIDC9 OGLL NOT) BE ISCCRPCRATED AlmiCRIZATION SC. 4843 IN DESIGN DCCSBTS SAr:d EEIATED IEC' J ET X yg3 yo
- 1. DESCRIPTICN:
A. AFPI.ICAEII SPEC /IG'IEC'I4EX% 2323-AS-31 REV. 1 P DETAILS Inside surfaces of the carbon steel anchor bolt brackets on the Boric Acid Storage Tanks, as shown on the attached view, are in- , accessible for protective coating application per AS-31 tolerances. \ SOLITTION: Per Section 1.lb of AS-31, these areas shall be censidered inaccessible: however, in order to orevent corrosion, an attempt will he rade to anniv the crime and finish coats Der AS-31 requirements. No or inmeetion will be recuired after acclication. see - --
.2. NYSKi1NG TCBETATION
- 3. SIGNATURES: GDM/ss 6-5-79 A. APM*ED EY: '
&/.79 G5H F.epreu-~ ve Date
- 3. APFFS~ED BY: htN %E .
F. esp:nsi:le ing:neer M. O C,-9 ~l9 JOB NO. 35 4195 4 STAnu? DISTRI?trIcN: ,p E C E I V E F b w3 JUN 061979 : 3SR Fie12 (0-i;i .al) (11 l C5H New Ycrk GSM Dallas (1) i k f; TUCCD Si a CA (11 (1) Yi E C E I V E O B5R Site QA (11
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5fd e, t+ A , T 06 '2 0 FIGURE 1. Page 1 of I COMANCHE PEAX STEA'1 ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (XKG.) (WILL NOT) BE INCORPORATED IN DESIGN DOCUMENTS DCA NO. 4926. REV. I
- 1. SAFETY RELATED DOCUMENT: X YES NO
- 2. ORIGINATOR: CPPE X ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICA3LE fff%/DWG/RREWWEXI 2323 as-31 REY. 1 B. DETAILS THIS REVISIONS VOIDS AND SUPERSEDES DCA-4926, REV. O. Repainting of the six (6) Pre-Access Air Filtration units exterior surfaces, for
. A-Reactor Building # 1(and #2iis recuired due to an unacceptable vendor coatino. Durino sandblasting the areas listed below cannot be blasted within AS-31 recuirements.
(1) Weld imoerfections which cause recessed areas and deeo oits (2) Areas located behind and under the exterior succort ancle. ' (3) Areas at steel icint and intersections where small amounte of vendor enatinc k remains. Recuest th=t the above avant be dela+ad #ra- 3g.11 teena,+4nn recui-eaents. SOLUTIOH Dua to *he e-all =-ann + ns 3-a= invnived +ha sknva ara =e chail ha coated without OC Insoection, all remainine exterior surface shall remain unoer AS-31 Inspection anc coating requirements.
- 4. SUPPORTING DOCUMENTATION:
we we PJ8 N
- 5. A :ROVAL SIGNATURES: MW/psw A. ORIGINATOR: PM4t L'o!2[h DATE / ////[/
B. DESIGN REPRESENTATIVE': 7 - DATE do // / v
- 6. VENDOR MNSMITTAL REOUIRED: YES ,
NO Y
- 7. STANDARD DISTRIBUTION: JOB NO. 35-1195 _,,;;; pggy 3),gg ARMS (Original)
Quality Engineering (1) (1)
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4 Jgg 151931 k ll ! iS for Orig. Design. (1) ; [ S Ii ECEIVE i
SPEC, FILE, ARMS,LEH,TUGC0 Figure 2.4-1 Page 1 of 2 CCr&NCHE PEE S F.CI ELEGIC STATIvN DESIGN GMNCE AUIECRI~ATION M1XX O'iILL NCT) 3E INCCRFORATED NJIECRIZATICN 50. 4966 IN DESIGN DCCETS SA.:d RELATED DCCCE.T X YES 50
- 1. DESCRIFTION:
A. APPLICA3LE SPEC /.CKEXm.K.T 2323-AS-31 prf, 1 l B. DETAILS Recuest that the reactor vessel column suroorts and areas directiv behind the column on the carbon steel liner, Reactor Building #2, elevation 819' - 825', be deleted from the OA final insoection on protective ccatine recuirements ter AS-31. (See attached sheet for details) SOIITTION: Durine placement of the reactor vessel column succorts, extensive damace was done to the crimer and finish coat. Many areas which are darsted will be oemanentiv covered by the column suoports or be rendered inaccessible. Future decontamination of this area will be unlikely and thus a visual insoection on the toccoat will be adecuate by the 0A dept. _ri' prior to setting of the vessel supports. After the vessel supports are in
- 2. ."JPCCRTING ECCTGTATION place, all areas rendered accessible by brush, will be teuched up with 305 topcoat in order to prevent :uture corrosion. - '
- 3. SIGNATUP:S: GDM/ss 6-19-79 A. APPRCGD BY: _ _' / j#, pc
~~
GGrt a""m:stive ~ Date #
- 3. APPROE D BY: a d % % ~.__, _ !d'u.) G - Io -10 Respcasicle ch;:.neer Date 4 STEDARD DIS RIEUTION: JOB No. 35-n 5 35R Field (Originc1) (1) milg:c C E l V E ;9 g
9 G5H New Ycrk (1) GSM Dalles (11 i?' JUII $11379 W
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FfGURE I. SPEC, HAH,TUGC0 ?!98 I Of I CCMANCHE PEAX STEAM ELECTRIC STATION DESIGN CHANGE AUTHCRIZATION
~(WILL) (Xi'nXr27() SE INCORPORATED AUTHOR;ZATICN NO. 7973 pev. Id IN DESIGN 00C'ME'iTS J
This revision voids and supersedes SAFETY RELATED CCC' JMENT X YE5 NO DCA 7973 Rev. O. ORIGINATOR: CPPE X ORIGINAL DESIGNER
- 1. DESCRIPTION:
A. APPLICABLE Specif.ication d ?3?? 35-31 REY. I A B. DETAILS PROBLEM: Th 8) fans: h rVAFN8L-01, 02, 03 andr04 and.CF2-VAFNB - fn ~ ~ ... 41,02,03and04)arenotcrimedinaccordancewithAS-31. The zinc that has been ac-olied accears to have been acclied over an existinc caint. (crobably a standard shoo caint). The zine is mud-crackine and flakinc off. Recuest es. mission to coat as 41- . lows: 1st remove the loose, flakinc and mud crackinc zinc. 2nd solvent wice according to 553r cP-1. 3rd aociv Mebil Chromox 13 2-50 as a tie crimer te oe-,it tec coatino r - SOLUTION: The recormiended solution is acceotable. Due to the inaccessibi-li- reas of these blower housinos and motor succorts, all work done will be on a "bes' ' ort" basis and CC final insoection will not be recuired.
- 2. E 2:0RTING CCCLPENTATION sM hm
. i.
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- 3. SIGNA URES:
- JDS/dt 7/30/80 A. APPROVED SY: Civil Engineering /s o m / ^9.
//A$g//>. /<
e p*f.f'h f i f/ Design itmorerenta: 1ve Date B. APPROVED BY: > @ r[ @ triginator Ca:e/
- a. STANCARD DISTRIBUT!CN:
JOS NO. 35 -1193 A u s (criginal) Oualit/ Engineering (1) ;] E C E I V E p (1) y i
.Tecnnical Services for CriTinal Designer (if COCE Originatac) i) ! i; . , ",e l,' c, .h_0 8 g j,4 l{,g1EcEivEk.j L
SPEC, HAH,TUGC0(2),AM, Page 1 OF 1 CHANGE DOEX:OEI COMANCFE PEAK STEAM ELECTRIC STATICN : II CESIGN GANGE AUTHORIZATICN :III XX
.(HILL) (MIIX2;OCQ BE INCORNPATED Di DESIGI DOCLMENT DCA NO. 8115 Rev. 2
- 1. SAFETY RELATED DCCLMENT: XX YES NO 2.- ORIGINAE R: CPPE XX ORIGINAL DESIGTER
- 3. DESCRIPTION:
A. APPLICABLE TPEC/CrnUyR:CC:IEZZ 2323-AS-31 REV. 1 B. DETAIIS THIS REVISION VOIDS AND SUPERSEDES OCA-8115 Rev. 1. PROBLEM: There exists several areas in Reactor Buildinc.v d 32 that are inaccessible for coatino and insoection oer AS-31 recuirements. These areas include concrete faces and liner olate and are as follows:
- 1) he concretie faces of the elevat.or housino and adjacent liner olate.
- 2) 'nefaceofcolumns15,16,b i and 3 adjacent to the liner olate and the liner plate 0 EL. d above.
SOLUTION: Prectre and coat these areas on a "best effort" basis with materials scecified in AS-31. Final OC insoection shall not be recuired. 9R 119 5
- 1. SUPPORTING DoCmENTATICu: RECEIVED b 8#A% _ SEP O 81983
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- 5. APPROVAL SIGIAWRES: TK/sgr ~
9-7-83 A. ORIGIN;J:OR: f//u' M .CMtd DATEfN,'d-N' B. DESIGi REPRESD;TATITE: (( +' k'h DMEd3h3
- 6. VD;COR TPJNSMI"TAL FICUIRED: YES 10 XX
- 7. S m D_:D DISTRIBUTICN:
AFFS - (Original) (1) Peter Bush-QA Spec. Spyr. (1) ECA K E4 11-80 Cuality,E.gir.eering (1) Civil Engineering (1) A&u.n. Per 7-62 3 :.cr orig. Design (1) Westinghouse-Aite (1)
' SP C,FAli,iUCCO - FIGt?E !.
Page 1 cf I -
' CC:tAiCHE PEAK STEN 4 ELECTE!O 3TATION OESIGti C.9' IGE AUTHORIZATION (WILL) (WXEXm.] SE I:lCORPORATED AUTHORIZATION !!O. 8150
.IN DES G:t ;0CL7E*iT5 .
SAFETY RELATED 00CU'4ENT X YES :10 ORIGINATOR: CPPE X ORIGINAL CESIGMER
- 1. DESC2!? TION:
e A. APPLICABLE SPEC /C%273".JEGX 2323-AS-31 REY. 1
- 8. DETAILS In reea #249 9 E1. ' 8E0' east wall and Pa #251 E1. 824' west and south wall, there are areas that can .t be coated to AS-31 recuirements because coa-duit and other electrical ecuicment renders cortions of these walls inaccessible
, for. coating and inspectiion. -
SOLUTIGH: The areas in cue: tion will be cleaned ar.d coated usinc AS-31 mat +riais.
~
. This v:rk will be dane on a best ef" ort" basis and firal OC insnection shall not be required.
N.
- 2. SUFFORT!hG COCU:'E.5:Ta.T!ON l#+
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- 3. SIGNATURES: JDS/dt. 7/25/80
-m A. APPROVED BY: //m/ A A d- 6% /-- 6 Date
( Design
+ ReFr sen:a;: e)
- 5. AFFROVED SY:
db' 'M.~h( t: Originator U "/Y O "Ja:t . , ,4., ~ STA::0'RD DISTRIBUTIC?l: AD!S (Original) -
~ (1)
Cuali:y Er.gireering '(1) p , Tc: .-ica t derecas for Wiginai 2esi;aa- (i f C??E,r c.-i-ina:ec) , tr. L c ;-s. 'Y." .
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- 3 :
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SPEC, HAH.TUGC0 FIGURE I. Page 1 of 1 CCMMCHE PEAK STEAM ELECTRIC STATICN DESIGN CHANGE AUTHORIZATION
' ('4tt.$ (WILL NOT) SE I!!CORPORATED AUTHORI'.ATICN 'l0. 8189 IN DESIGN COCUMENTS SAFETY RELATED OCCUMENT X YES N0 ORIGINATOR: CPPE X ORIGINAL DESIGNER
- 1. DESCRIPTION:
A. APPLICABLE SPEC /EWSX2 GOO (EXI 2323-AS-31 REY. 1 . S. DETAILS On elevation 810' in Safecuards 1 there are two ecuioment stands for TBX-GHREEl that have been installed orior to coatine the floor. Also. there are inaccessible areas on the stands themselves. 50UJTION- Coat the are?s that are inaccessib'le on a "best effort" basis usine AS-31 srec4fied caefnce. % #4=1 OC insoection shall be recuired. l
, E., SUPPORTING CCCUMENTATION M+ A sh4k.A
- 3. SIGNA URES: JOC/dt 7/31/80 /d .
Civil Engineerin d 47
, A. AP? ROVED 3Y: ' LW/ A. /q'
- V W Ces1- "eersp an ta:1 v_e Oa:a
- 3. APPROVED BY: N! ^~- _ - T n- < Ac Originator Oats i
, , 3 S ANDA:D D!TTRI3tTTION: , , .
ARMS (CH gir.al) (1) , i C:.:alf y Engineering (1) 7: -- . . - - Te: mt:al Se-rices f r Wrral *.esi;ner (if C?M :Mginated) G i.v ,,g,,4 %rg-Q 1-=s; ; - '. 7,--s.. .:: 4 ( 1n i
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FIGURE I. Page 1 of 1
' HAH,TUGCO, SPEC COMANCHE PEAX STEAM ELECTRIC STATION DESIGN CHANGE AUTh0RIIATION (MG (WILL NOT) SE INCORPORATED AUTHORIIATION NO, 8232 IN CESIGN 00CUME'175 SAFETY RELATED CCCUMENT XX YES NO ORIGINATOR: CPPE XX CRIGINAL DESIGNER I. CESCRIFTION:
A. APPLICABLE SPEC / D EX 2KWXIXI 2323 35-11 AEV. 1 3 .. OETAIL5 In Reactor Buildine #1 some Carbeline Phenoline 305 color kC900 w=s inadvertentiv acclied to the liner. "Phenoline 305 color dnoc0 shcuid hav. waan acclied. The shade difference is minor. The afsec*ad =re=e are me e nl l e..re . (1) El + 955' Az 300-350:~Az 450 -500 : Az 600-650 and fz 850-900 (2) E1. -995' + 1005' Az 2350 -2450 . SOLUTION: The material acolied is accectable. h m Z. SUFCORTING COCUMENTATION w -
- 3. SIGNATURES: JDS/dt 8/5/80 A. APPROVED SY: . . - A s A7. M J -
<; ate hO Jest;g/Recree n:a:1ve S. APPROVED BY: li . & WWW V ~ 0riginator /Ca:e
.t . ST2NCARD DIS RIBUTICN:
. , ARMS (Original) (1) JOB NO. 35-1195 r
~- Cualf y Engineering (1)
Tec.ntcal Services f::e Original Cesigner (if C ?E M;inatad) t (1 ECEI'/E["B ]
. . AUG 071950 q g
, i. E C E I V E * -->n
SPEC, HAH,TUGCO' PICURE I. Page 1 of 1
~
COMANCHE PEAK STEA14 ELECTSIC STATION DESIGN CHANGE lsuT'-iOP'IATI0tl 04ttt0 (WILL NOT) BE INCORPORATED AUTHORIZATION NO. 8484 IN DESIGN 00CUMEllTS SAFETY RELATED DOCUMENT XX YES NO ORIGINATOR: CP 'E XX ORIGINAL DESIGNER
- l. DESCRIPTION:
A. APPLICABLE S'EC/EX3X232E EXI 2323-AS-31 REY. 1 B. OETAILS lhJ . Analvzer and Samole Conditionino Panel . CPI-SSP AS-01 located in recm 115 of the Auxiliarv 9ufidine has bean set erior to crotectivelv coatine the finer _ c.gric4 ant cle=rsnee da < net avist to co mit sac 14 cation of cretective
- t. coatino oer AS-31 cuidelines. Solution: The area beneath the ecuicment shall be coated with 1201 only. This acclication will not be insoected on a "0" basis.
A Kf:ch
- 2. SUPPORTING DOC'JMENTATION
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- 3. SIGriATURES: DGS/dt 9/23/80 A. APPROVED BY: M N# A Design Regrasen:r,1ve
~23db Oa e B. APPROVED BY: D , I _ Mr ?[2-F/So Originator Date 4 STATIDARD DISTRIBUTIOrl:
APd45 (Original) (1) , Quali y Engineering (1) JOB NO. 05-;195 l Technical Services for Original Cesigner (if CPPE criginatec) (1MECElVE % 8j 6b j t, SEP 2 51880 $f b&
\'n E C El V E d
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SPEC, HAH,TUGC0 FIGURE I. Page 1 of 1 CCMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WCCL1 (WILL NOT) SE INCCRPORATED AUTHORIZATICN NO. 3616 IN DESIGN COCUMENTS SAFETY RELATED DOCUMENT XX YES NO ORIGINATOR: CPPE 'XX ORIGINAL DESIGNER
- 1. DESCRIPTION:
A. APPLICABLE 3REEXDWG/33Z3XEXI 2323-AS-31 REY. 1
- 3. DETAILS Due to surface crecaration methods emolayed under AS-31 recuirements, extensive damace may result to internal comoonents of the main electrical terminal box on crane ETBC-SHS-CMC-01.
SOLUTION- Surface creoaration shall be under AS-30 recuirements, however AS-31 coatines will be used.' O.C. inscection will not be necessarv. b M
-, 4 ,n
- 2. SUPPORTING 00CUMENTATION .
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- 3. SIGNATURES: MW/dt 9/26/80 A. APPROVED BY: M8 Mh Design Representa M e I'27-fC Oa e
- 3. APPROVED BY: [MN '
Crigina or 6/>MM f/# 9 /// Ca:e 4 STANDARD DISTRIBUTION: ARMS (Original) (1) Cuality Engineering (1) JOB NO. 35 -1195 Tecnnical Services for Original Cesigner (if CPPE origina:e!P E C E I V E .
' f OCT 011980 -
. E C EI V E t.=J
m S?2C,EAH,TUGC0 FIGURE I. Page 1 cf I CCMANCHE PEAK STEAli ELECTRIC STATICN DESIGN CHANGE AUTHORIZATION 0WCCC4 (WILL NOT) BE INCORPORATED AUTHORIZATION NO. 8640 IN DESIGN 00CLNENTS SAFETY RELATED DOCUMENT XX YES NO ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 1. DESCRIPTION:
A. APPLICABLE SPEC /h T/EEEWEMI 2323-AS-31 REY. 1
- 3. DETAILS In RBl. below the cressurizer tank at AZ d5 E1. 85d' thara =re twelve ocen evebolts welded to the rainr'orement sleeve. Oua to +ha riaca n-ev4-4 .f of the Pressurizer Irmiersien Heater Terminals and the size of the evecolts, recuest coating under AS-31 recuirements be removed. SOLUTION: The twelve evebolts shall be deleted from AS-31 recuirements and olaced under AS-30 recuire ents. hewever 25-31 coatinas shall be used.
- 2. SUPPORTINGDCCUME'IT5 TION . '
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o./ 4 A W.6)f $
- 3. SIGNATURES: MW/dt 9/30/50 g?
A. APPROVED SY: M b ,,h ' 3 k N Des 1gn Reoresentative/ Ca e S. APPROVED BY: [oOrigina:Or 6 9/JO/#d
'Oa:e '
- 4. STANCARD OISTRIBUTICN:
AFJ15 (Original) (1) Cuality Engineering - (1) JOB NO. 35-1195 Tecnnical Services f0r Original Designer (if C?PE criginate , i: .E C E I V E OCT 0119e0 :: !s a 5 t E C E I V E L=>
.c F'GURE I.
Page 1 of 1 SPEC. HAH,TUGC0 CCMANCliE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIT.ATION (6EtM (WILL NOT) BE INCORPORATED AUTHORIZATION NO. 8685 IN DESIG1 DOCUMENTS SAFETY RELATED OCCUMENT XX YES NO CRIGINATOR: CPPE XX ORIGINAL DESIGNER
- 1. DESCR!PTION:
A. - APPLICABLE' SPEC /ENIX33DNENI 2323-AS-31 REY. 1 B. OETAILS On El. 808' RBI there are two sections of HVAC duct. sCPES-1-7 and SBD-16-CRCS-1-12. that are embedded in concrete. Some areas above, beside, and behind the duct have less than 6" workinc clearance. Recuest that these areas be deleted fr om the scoce of AS-31. 5014TTON- The arose shall be coated under 35-36 cuidelines usino coatines treci#ied in aS-31 #ce that area. ne ins-ort 4en will ant be necessary. Da J O_
- 2. SU? PORTING COCUME'1TATION g .
i
- 3. SIGNAT'JRES: MW/dt 10/8/80 A. APPROVED SY: / MN dw Cesign Represents:1 tte
. /O-I~?C Oa:e ;
. B. APPROVED BY: I d u- MI / .. A 'Wh' l W1gina:cr ; ate ;
.1 STAN ARD DISTRIBUTION: !
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ARMS (Original) (1) JOS NO - Cuality Encineering (1) = 4 3 3 -IIS l 1 Technical 3ervices for Original Cesigner (1' CPPE crigina:ec) /' 'C ClVEg '
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SPEC, HAH,TUCCO I FIGURE 1. . Page 1 of I CCMANCHE PEAK STE.41 ELEC RIC STATION DESIGN CHANGE AUTHCRIZATION (Wtt) ('4ILL NOT) BE INCORPORATED IN CESIGN COCUMENTS CCA NO. Onas L SAFETY RELATED COCUMENT: XX YES NO Z. ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. CESCRIPTION:
A. APPLICABLE SPSX/C'WG/DCCCET 2323-AS-31 REY. 1
- 3. OETAILS In RBI at el. 828' - 832', there are two areas that have limited work clearance,between HVAC duct and concrete, orevsntine surface orecaration and coatine of the concrete under AS31 cuidelines. Areas are on the column side and behind duct dRMOI. icints 15 and 16 et 196 0: behind duct #SM02, _foints 15, 16, and 17 at 1800 .
Solution: the two areas shall be deleted frem coating and insoections under AS-31 criteria. However, the areas shall be cleaned and coated usine AS-31 coatines under AS30 guidelines. A Mm 4 EUPPORTING CCCUMENTATION: w E. APPo0 VAL SIGNATURES: SM/bgf 11-11-80 , A. ORIGINATOR: MmI CM[M YM MATE // / // / /# B. DESIGN REPRESEkTATIVE: [7//,[ u CATE //d2d4
- 6. VENCO2 AC~iCN: REQUI?.ED N/A
- 7. STANCARD CISTRIBU~ICN: .Cc, .m., .-- a. . . -CCA FOPf1 IO-50 ARMS (Original) (1) 4 E C E I V E 'd Quality Encineering (1) !\
TS for Orig. Design. (1) f> I' M NOV101980 01
.j C1 3 SEC Elv EU
'"*'*C0 -
FIGURE 1. Page 1 of I COMANCHE PEAK STEN 1 ELECTRIC STATION DESIGN CFANGE AUTHORIZATION ( M 53K (WILL NOT) SE INCORPOPATED IN DESIGN 00CUMENTS DCA NO. 9430
- 1. SAFETY RELATED COCUMENT: XX YES NO
- 2. ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICASLE SPEC /ICCIr:CCC 2323-AS-31 REY. 1 B. DETAILS On El . 810'-6", 831 '-6* , and El . 852'-6" of Auxiliary Building , there are ventilation openings that cannot be coated to AS-31 requirements per paragraph 1.18. Request that openings at the following locations be deleted frem AS-31 requirements.
- 1) El . 810'-6" 2' W. of FA X 2' S of 6A
- 2) El. 810'-6" 2' W of FA X 9' S of 6A
- 3) El . 831 '-6" 2 ' W o f FA X 2 ' S o f 6 A -
- 4) El . 831 ' -6" 2 ' W o f FA X 9' S o f 6A
- 5) El . 852'-6" 4' W of FA X 10' S of 6A
- 6) El . 852'-6" 4' W of FA X S' S of SA.
SOLUTION: Due to the close proximity of the HVAC duct through these openings, the openings shall be coated on a best effort basis under AS-30 guidelines. 4 SUPPORTING 00CUMENTATION: nim W8'M &%
- 5. APPD0 VAL SIGNATURES: MW/bg' l-8-81 A. CRIGINATOR: A, u (( M -
CATE Y
- 5. CESIGN REPRESENTATIVE:
M Deu DATE /- f' [/
- 6. VENCOR TRANSMITTAL RECUIRED: YES NC XX
- 7. 5TANDARD O!ST:tIBUTICN: OCA CR.'t 11 O ARMS (Original) (1) gog No,33.,,3:
Or !eshn. !!MECEIVEP , JAN 03E3: ,.
..f ECEIVE I
SPEC,Hidl.!* COO FIGURE 1. Page 1.of I COMANCHE PEAK STE/41 ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (XIrt) (WILL NOT) SE INCORPORATED IN DESIGN DOCUMENTS DCA NO.ceas eay i
- 1. SAFETY RELATED DOCUMENT: xy YES NO
- 2. ORIGINATOR: CPPE vy ORIGINAL DESIGNER
- 3. DESCRIDTION:
A. APPLICABLE SPEC,XXWOOCt.X)Etti ?39$ ce.11 REY. 1
- 3. DETAILS THIS REVISION VOTOS AND SUDEDSE0ES 00A 0642 DeV. O.
In R8I. eroblec's exist wi*h coatine the eurce * #-wae #ar '4;h*4a #4v*"-ee wh4 h are attached to the colar crane succort brackets. These bradate hava e "0" shoc coat of crimer which was acclied befe-a insta11a*4mn. uew a v a,. uvar a,,-+ wn p was installed in close 0-oximity to th. abova euere-t <=_,-ae -aada-<a- all ho* *ha *no portion of many inaccessible for finish coat oer AS-31 recuirements. Pecuest that
- all but the tee two feet e# tha ra11ew4ac h_ancore ha -
-a.+ad ..ada- et.in cuida14ae<t Hancer . , E7886, E7887, E7o.Q . E7e9 = >. cn = >. e , . e,. or.
v .- - SOLUTION: On the above listed hencers .oniv the too *wa #aat, thall ha enh4a** *e 39.11 cuidelines. The re-ainda- of the hancar shall ha r% + =d omda- oc in -"ida. - lines utilfrine AS-31 scac4#iad ma*4a-e c 4 SUPPORTING DOCUMENTATION: . . . , W. $ T$ _ =W
%#AW#
- 5. -APDROVAL SIGNATURES .
J:Jb February 24, 1981 w A. ORIGINATOR: [Mt ' . . Wb OATE 4 / -2 '/ / P / B. DESIGN REPRE ENTATIVE: / h CATE 2 - 25'-8/
- 6. VENDOR TRANSMITTAL RE3UIRED: YES 0 vy
- 7. STANDARD OISTRIBUTION:
, JOB NgMkCEE i ECeiv = 3e ARMS (Oricinal) (1) il -
Quality Eiigineering (~1) R MAR 021931 0~ TS for Orig. Design. (1) [ 8 3 ECElVEb
SPFq 5PEC SM,WGCD FIGURE 1. Page 1 of 1 CCMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (XXIM (WILL NOT) BE INCORP00ATED IN DESIGN DOCUMENTS DCA NO. 9885
- 1. SAFE ~Y RELATED DOCUMENT: XX YES NO
- 2. ORIGINATOR: CDPE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
2323-MS-448 3 A. APPLICABLE SPEC /SNSX22tTXE:C 2323-AS-31 REY. 1 S. OETAILS The leak chase system in Reactor Bldg. #1 & #2 have 1/4" O and 1/2" @ schedule 80 piping stubups approximately 4" to 8" above the el . 808'-0" floor slab. Due to the small diameter of the oicing, reducers, nicoles, ells, olugs & couclines used in the assembly of the test plue accaratus, the system cannot be inseected eer the recuirements of soecification AS-31 or ANSI N5.12 and N101.2. Therefore, this j system will be oainted eer seecification 2323 AS-30 recuirements, but will be coated l with AS-31 material. The lesk cha3e system is shown on dwo. 2323 M1-0512-01 and ,
.M2-0512-01 (Sections E-E & F-F) .M1-0512-02 &.M2-0512-02 (Section 0-0);
-M1-0512-02 &-M2-0512-02 (Sect. B-B): 2323-51-0512 a.$2-0512 (Sect. 6 6) .
l k-4 SUPPORTING DOCUMENTATION: 1 l 5. AFSROVAL SIGNATURES: OBJ/bgf 3-27 81 l A. ORIGINATOR: 0. /3 M CATE S/27/8/ B. DESIGN REPRESENTATIVE: I SMe - DATE '2 7-8 / l V
- 6. VENDOR T7ANSMITTAL REOUIRED: YES NO /
- 7. STANDARD DISTRIBUTION:
JOB NO. SECAfE" II'80 i' Am$ (Original) (1) E C E I V E R~ Quality Engineering 1) i, I i TS for Orig. Design. 1) MAR 2 /1931 { ,
) ECEIVE !
1
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SPEC HAR,7UGC0 FIGURE 1. Page 1 of 2 COMAtlChE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (Mll) (WILL NOT) BE INCORPORATED IN CESIGN 00CUMENTS OCA NO. 10,364
- 1. SAFETY RELATED 00CUMENT: XX YES NO E. CRIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPEC /BW6XMtMER 2323 3s-31 REY. 1 B. OETAILS Areas located on the lower certion of the' Emereenev Air teck in Containment I and !! are inaccessible for coatine in accordance with the above l specification. Recuest that the areas under cuestien be *ceved <*a- as 31 recuirements. Sol: The shaded arens shown in sectien a. snd 9. ne o.-, ? ns .84. Document shall be ceated under As-30 euidelines . hewev., As.11 -en.ia-, .w.11 %, ....e N- ! 4 SUPPORTING C0CUMENTATION: si e y.*s , /,j,i;,.4
;, j i -
~ hb was i
j 5. APPROVAL SIGNATURES: f4W/psw 6/4/81 [ A. CRIGINATOR: Me M//h/ OATE (, / 4//?/ \ S. DESIGN REPRESENTATIVE: ' M[eM cr - DATE d - N[/ l
- 6. VENCOR MANS 14TTTAL REOUIRED: YES NO XX -
- 7. STANCARO DISTRIBUTION: :CA FCR?' 11-Eu ARMS (Original) JOB NO. 35-1195 (I) cuality Engineering (1) l ECEIVEm 70 for Orig. Cesign. (I) li t- JUN 051c81 F i
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SPEC, HAH,TUGCO AM(a) FIGURE 1. Dage 1 of 1 CCt4ANCHE PEAK STEAM ELECTRIC STAT!CN CESIG?! CHANGE AUTHORIZATION (WILL) 4X:CCCf)G"4 SE !NCORPORATED IN CESITl CCCUMENTS CCA NO. 10.722 Dei. I
- 1. SAFE ~Y RELATED CCCLME.'IT: xx YES N0
- 2. CRIGINATOR: CPPE Yx ORIGINAL 'ESIGNER m)i m b 3 w. , - ,
a:
- 3. CESCRIPTION: , 1 es 4
e
- A. APPLICABLE SGEC(/CWGrX)CCLUELT 2323 AS-31 RE'i . I
- 3. CETAILS THIS REVISION VOIOS AND SUPEPSEDES OCA-10.792 Dev. O.
In RBI d2 the Containment Sumo Pumo Housinos were not vendor coated with a coatine which reets ANSI 101-2 criteria. Due to the limited area of coatine and the imeractibilitv of disasse-b1v. recuest the eu os be ceated under 2530 recuirements. Solution: The exoosed carbon steel surfaces of the subiect cumos shall be ccated under 1530 recuire-ents! howaver, a -inimum of 1 mil orofile sna11 be obtained and centines usad ns~all be 1S31 sreci#ied coatines. This der.-ant ><' acts th. <c11cwi-c Du-'c5 Ill Col-WoaDCS-01 (2) C0! 'IDa:CS-02 (3) CPI-WPAPCS-03 fal CPI-WP:PCS-CA (5) CPI-WPAPRS-01 f6) CPI-WPAPo.5-02 ,, n__ .<~ ~. ' ' 1 - ~
' N hPAPCS-1 [5l CO2-WP PCS-? (9) CD2-WPAPCS-3 (10) CP2 '4P:PCS 1
_- 11 A. SU?"CRTING DOC'.' MENTATION: ~" w.(.__ ) CP2-WPAPRS-02 (12) CP2-WPAPR
/
- 5. A*::.CVAL SIGNATURE : ww/sgf 5-12-82 A. ORIGINATOR: ~7Nw 6 /# [b j
- ATE J ' t- 8 2-
- 3. OESIGNRE2RESENTATIV$: /M562 W& CATE I'd - E2-
- 6. VENCCR :ANSM: AL RE*UIRED: YES NO XX 2.,1,.,--..-.........l.
s so....v..- . u,....,,,.. . . , 2 4."$ ( C ri g u al } '1' JOB NO. 35 -1195 h31:H/ 2 r .ri;. -
"i E'?"!e's"i; . ; .1l 4
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t SPEC, HAH,TUCCO FIGURE 1. Page i of 2 C0t'ANCHE PEAK STEAM ELECTRIC STAT!O'l DESIGt! CHAT!GE AUTHORIIATICtl (74CLL) ('4ILL NOT) SE INCORPORATED IN DESIGN 00CUMENTS 10,786 0"f NO.
- 1. SAFETY RELATED OCCUMENT: XX YES N0 t.
- 2. CRIGINATOR: COPE XX ORIGIt:AL OESIC-NER } [.9 '
- 3. DESCRIPTION: Q' g&[]b)2W$ lpY A. APPLICABLE SPEC /0%G/3GT.CEn 2P'J0-31 REV. 1 B. OETAILS In Reactor I there are three oice hancers which are located nartiallv tehind WVAC Ouctwerk renderine them cartially inacceseible cer sectico 1.lb c' the above soeci#ication. The hancers are as fellcws: VA-1-005-027-CS?R.
VA-1-005-025-C829. VA-1-005-024-C82R. and at elevation 912. 922 and 931 resoect velv. i Recuest the inaccessible areas be ceated en a best ef#cet basis under aS-10
<nl- The insc-oesibia = ra n s . e Wn se skaded = rams an n't= chad G! wine. ekall ha removed 'com AS-31 coatine and Insoection recuirements and coated en a best effort basis. All remainine cortions shall be coated under #ull AS-31 recuirements.
- a. SUPPORT!NG COCL' MENTATION: tN:kss 8-12-81
- 5. .iPOROVAL SIGNATURES:
A. ORIGINATOR: 7 .: (/e/I/ OATE ?//1/ ? /
- 3. DESIGNREPRESENTATkVE: M ;N- _
CATE f/8[9/ V / /
- 6. VENCCR TRANSMINAL REOUIRED: YES NO XX
- 7. STANDARD DISTRIBUTICN: OCA F0;tt l'-50
~ --
ARMS (Original) (1) JOS
- No/. 30 -30 Cuali:y Engineering (1) ; cC ivc TS f::r Orig. Cesign. (1) r' s ;u m e .]q1 d
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- V/t005-027-c.nP. e EL 9l2' H.: .C .: .o. ~ .v n. i. vu c. v.. :: . c. > .n sr,
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FIGURE 1. Page 1 cf 2 SPEC , F.AH,3lGeo - COMANCHE PEAK STEAM ELECTRIC STATION , DESIGN CHANGE AUTHORIIATION BUijX(WILLNOT)BEINCORiORATEDINDESIGNDCCUMENTS DCA NO. 11,016
- 1. SAFETY RELATED DOCUMENT: _ XX YES NO
- 2. ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. CESCRIPTICN:
A. ~A PPLICABLE SPEC /)OWGimG2EX 2323-AS-31 REY. 1 B. DETAILS In Containment Buildino 1, Room 153, the sume of t which contains the reactor cavity sumo cumos was inadvertent 1v toccoated without insoection as recuired bv Accendix C Section 6.7C of the above referenced scecification. The Nutec 115. to which the Reactic 1201 *oncoat was acclied. was insoected and accliad en 9/10/91 On 9/11 /91 . accroxima telv 32 hours following aeoliestien er the lit. tha v .- - a i + w=e aa=+ad .,* 411 ?i ng a cer+4ea e# the 1701 +aaaaa+ whiah wae -ivad can +he enn+a4a-aa* e"-a daniae aa al 210'.
. Material used was Batch #2879-E042 for Base; Batch #2880-E042 for Cure; and Batch #2450-H212 for thinner. Inspection of each previously applied coating, prior to topcoating, is for detection'of contaminants and deleterious substrates which could affect the adhesion and performance of the topcoat. Adhesion testing was requested by site engineering and performed by site P.C.Q.C. personnel. The test yielded no coating failure with glue , , _ . .a_ ._ .
4 SUPPORTING COCUMENTATION: go.. g
., hi $ h Y I5 e if . ;d
- 5. APPROVAL SIGNATURES: MW/psw 9-15-81 A. ORIGINATOR: ' 7[Me 4 /sMj DATE 9'- /S~- f /
- 3. 0ESIGN REPRESENTATIVE: M6dfr %~ /
DATE [-/5 Y/
'6. VENDOR TRANSMITTAL RECUIRED: YES NO XX
-7. STANDARD DISTRIBUTION:
393 yg, g ,. 3 , OCA FORM 11-50 mp . .. - ARMS (Original) Quality Engineering (1) (1) J =C - C
? ,j
- h ,
.. , ._. 9 TS for Orig. Cesign. (1) ' ' ' '
, i C' ,
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DCA-ll ,016 Page 2 of 2 9-15-81 9
'failing at 200 to 700 PSI ~with an average of 500 PSI. Request the requirement for substrate inspection, by P.C.Q.C., prior to
- topcoating be waived for the Reactor 1 sump pit located in Room 153.
Solution: Due to-the results of the adhesion testing, and the ecceptable general appearance of the coating, the substrate inspection prior-to topcoating shall be waived; however all other inspections and documentation requirements shall remain for the subject sump. O W-4 t
-- , ~ , , --,r- , .-e e,- --ve - - -- ,,--
. SUECS, HAH, TUCCO, AM. (4) PME 1 7 1 C3*RCEE PEAK STEAM LW.IC STA'"!CN CESIGI C.ANGE ACIECRIZATIai (WIII.) (WCtIX2Z:C1 EE Du e eATE IN CESIGi 3:CCCC CCA 10.11,231 Rev. 2
- 1. SAFEITI PEIATID CCC:MDC: XX YES 20 CPnNGE ISCEX:CE!
- 2. CRIGDRIGt: CPPE XX CILM CESIGTER *II
- 3. DE5L v.!OI: :III XX 2323-AS-30 0 PI7. 1 A. APPLIC7 ALE SPEC /EM;ithwh 2323 sS-31 B. CEIAILS THIS REVISION VOIDS AND SUPERSEDES DCA-11,231 Rev. 1.
In level II coatine areas because of variance in coatino racuirements . semo c*aal items ara to vocaiva coatinos car AS-31 full hoicht and scme onlv a few feet or inches. To unifv coatine recuirements of steel items in level II areas. recuest the subiect steel be coated under AS-30 rather than AS-31 . recuiraments. < - - -
~ .
SOLUTION: To unifv coatine reouirements on steel outside Containment structure, all steel in level II coatine areas shall be coated under AS-30 recuirements however AS-31 scecified coatinos shall be utilized. q -- -
~ '
m e
- 4. we. wag CCCCCCT<.ICN:
- 5. APPPGW., SIGa:CPIS: MW/sgf 8-4-82 A. CRIGDATCR: de [.2(/It/ CATE 8 8D 3 CESIGi REPPISEN"L /E: M h CATE 8'2.,
- 6. VccCR TPMGC""AL PS'cIP.C: YES NO XX
- 7. STANCA3D DISTRI2L"IOT:
AP.MS (Crigina.1) (1) B NO. 35-1195 :CA rCm 11 e E C E I V E R ;c=m. cua.ti:7 E.gi eerim (1) .=,v m2 TS fer Crig. Cesign ws:1 :g..cuse-site (1) (1) ; AUG 061o82 5; vender M . Cpdate G::ce (1) j i E C ElV E M
- , n , -- _ n. , . . -
fpgq //jj! / / 7(jp FIGURE 1. Page 1 of 1 CCMANCHEPEAKSTEN1ELECTRICSTATION DESIGN CHANGE AUTHORIZATION (WILL) (IIGXNJ BE INCORPORATED Itl DESIGN 00CUME iTS OCA i0. 11,232
- 1. SAFETY RELATED 00CUPENT: ' XX YES NO
- 2. ORIGINATOR: CpFE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPEC /3XIX2G30:sX 2323-AS-31 REY. 1 . B. DETAILS In areas which are to be coated under the above specification, there are many bearings which, because of size and possible damage to the bearing itself, cannot 'be coated in accordance with AS-31 requirements. Request bearing-housings be coated under AS-30 requirements. Sol: Searing housinos which the associated bearing has a 3h" core or less shall be coated under AS-30 requirements. Searing housings which the associated bearing is greater'than 3h" shall be coated under AS-31 recuirements up to 1" fr::m the - edce of the bearino raceway. The remaining 1" area shall be coated under AS-30 requirements. 4 SUPPORTING 00CUMENTATION:
%# A RE%
W Gi M M N
- 5. APPROVAL SIGNATURES: MW/ajs e aw October 9, 1981 A. CRIGINATOR: 7Me d'.jId/ DATE / () P/
B. DESIGN REPRESENTATIVE: /M & OATE /S " f-f /
- 6. VENDOR ToANSMITTAL REOUIRED: YES NO XX
- 7. STANDARD DISTRIBUTION:
DCA FOPf1 11-E0 ARMS (Original) (1) Quality Engineering (1) TS for Orig. Design. (1) JOB NO. 35-1195 ECElVEp h CCT121931 f k Im h3 p ge m MhG d eeh >@ sM ' "' 1 E C E l V E f.l- 5
~
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ShEC,EUI,TUGC0 FIGURE 1. Page.1 of 2 COMANCHE PEAX STE#1 ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WILL) (DELULUD) BE INCORPORATED IN DESIGN COCUMENTS DCA NO. 11,400, Rev. 1
. 1. SAFETY RELATED DOCUMENT: XX YES NO 2.. ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPEC /DITI:CIIMINI 2323-AS-31 REY. 1 -
- 8. DETAILS THIS REVISION VOIDS AND SUPERSEDES DCA 11.400 Rev. O.
Clarification is recuested for vendor sucolied shoo-orimed or finishad acuirment which is to receive a catch adhesion test Der section 9.1C and ear
- inn C.?? in abcve scecification.
SOLUTION: Items cited for installation in Reactor I or II which are to receive on site receiot adhesion and catch tests shall be coverned under the -
'follcwine cuidelines.
\
<aa cace 2 of 2
- 4. SUPPORTING 00CUMENTATION: f
- 5. APPROVAL SIGNATURES: MW/sgf 11-3-81 A. CRIGINATOR: [N . A dj M CATE // CJ J _
B. DESIGN REFRESENTATIV : II$ Mar r DATE //-k"~[/
- 6. VENDOR TRANSMITTAL RECUIRED: YES NO XX
- 7. STANDARD DISTRIBUTION:
UC# * " -80 U08 No. 35-uS5 ARMS (Original) (1) , cCElVE Quality Engineering TS for Orig. Design. (1) (1)
%l I
NOV 0 51CS' l i E C E 1.y 5 jb W
T;
~
OCA-11,400 Rev. 1 Page 2 of 2 L l l (1) Large vendor sucolied items such as cranes, plat- - ! forms and other large equipment shall receive
- on site receipt adhesion testing and inspection.
I (2) Valves which have a testable surface area in ex-cess of 20 sq. ft. shall be tested upon receipt. (3) Receipt of items such as hand rails or small valves which would normally not be subject to ad-hesion testing shall not receive said test. (4) Miscellaneous steel and pipe hanger material which is vendor primed to meet jobsite QA/QC standards need not have adhesion. testing per-formed upon site r3ceipt. (5) Equipment which is supplied with a coating that j is not qualified for nucular service at CPSES shall be reviewed by the 3roject Civil Engineer or his designee before on site receipt adhesion testing is performed. R S me I e i l I L
,~
. v- ..
l' e SPEC. HAH,TUGCO(2),AM I - l Page.1 CP 1 CE V G O C E(:C C C09 ECEE PEAK STIA'1 ELC:.C S"'ATIOT . : II CESIGi CANGE ;I;TECRIIATIQi :III y u (WIIJ ) (WIZ 7.X.WT) BE 2CRPCRATD Di OESIGT tCCOM 10. 11,421 Rev. I
- 1. SAFET TC.AT!D IDCQ8. CIT: XX YES NO i
- 2. CRIGDIACR: CPPE XX CRIGD:AL DESIGiER
- 3. CESCR_T.OI:
j A. APPLICABII SPEC /3*0CDZOGDIT 2323-AS-31 FI7. 1' lI B. DCAIIS THIS REVISION VOIDS AND SUPERSEDES DCA-11,421 Reir. O.
)- Clarification is recuested for Section 9.2.1, 5th sentence involvinc oroximity to edces.
- 1 . .
,} '
S0!.UTION: Chance 5th sentence to read as follows.- Due to the'inaccuraev 1 . 3 of determinino film thickness at edces, accreciable surface d curvatures and other ceometrical discontinuities, itens such . olate
-~~ ~
2 as handrails, oratinas, stairs. swav-struts,
.) } etc. . shall be subiect to insoection as stated in 9.2.3 with the .4 excection of the dev #ilm thickness.
1 35 1195 8
. n cocs v cv -I .8 4. St.9Kx.;;D1G N.EN'DL"'IOT:
jut -o**01983 s
, nom. nAeNT CONTROI 1 ~
j 5. APPPCvAL SIG;AICPIS: MW/sgr 7-29-83 j A. CRIGHIA"CR: 7 (24 CATE ~7 -2 9-8 '3 _ B. DESIGi PIPPISDITATI'/E k Ch CAIE 7-39 ~ b3
- 6. vc:x R I>;3SMI".".*l,PICUI-ID:
- YES to XX
- 7. S"'ANCAPD DIS ~?lECTIOT: ,
4 AP.us (Crigir.a.1) (1) Peter Bush-QA Spec. Sovr. (1) tCA EcPM 11-30 i cuality .I .gir.eeri.,g (1) Civil Engineering (1) ;c :.n. Fav 7-e! l TS fc Crig. Cesign (1) j Westi.ghetse-Mee (1) i j -..
-. _ . . ... .. .. ~ . . ... . . . . . . .
4 . - - - ... - - .. .. . - . - ... . .. .. . .
s?EC,EAH,TUGC0
. FIGURE 1. #S*
COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WILL) TELI.X30@ BE IflCORPORATED IN DESIGN DOCUMENTS DCA NO. 11_v n o.v- 2
- 1. SAFETY RELATED 00CUMENT: YY YES NO
- 2. ORIGINATOR: CPPE xy ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPECACHXDOCIME?iCX 2323-AS-31 REY. 1 B. DETAILS THIS REVISION VOIDS AND SUPERSEDES DCA-11,752 Rev. l' See Attached. ear M WW _ 4 SUPPORTING DOCUMENTATION: , l .
- 5. APPROVAL SIGNATURES: MW/sgf 1-12-82 A. CRIGINATOR: Mu . /di6/ DATE /-/2-P _.
B. DESIGN REPRESEfTATIVE: Mb OATE /~ /2 Yb
- 6. VENDOR TRANSMITTAL REQUIRED: YES NO yy
- 7. STANDARD DISTRIBUTION: DCA FCRM 11 20 JOB NO. 35-1195 ARMS (Original) (1)
Quality Engineering (1) E C E I V E pli TS for Orig. Cesign. (1) JAN 131982 Westingheuse-Site (1) ), I ECEIVEJ l
_ _ ._ __ _ ._ -. ~
;.; g ._
w > .x ; . - w :~ _ f +.5 . -> . .: 1 :";<;.g: v. ct~;e'g': ., e. a .,,,; ; z ._.= 4
.=
DCA-11,752 Rev. 2 Page 2 of 2 In the above applicable specification, clarification is requested on section 9.2.2 paragraph (C) regarding the- -
"one test per 500 linear feet" requirement.
Solution: Change paragraph (C) under section 0.2.2 as follows: For large essentially one-component equipment, one test per 500 square feet of area shall be required.
- Add the following af ter the last paragraph in section 9.2.2: Areas of failed coating shall be localized and re-moved. The area shall then be coated in accordance with the coating manufactures instructions. If the results of numerous test areas indicate unsuitable substrate or coating interf ace adhesion, the owner or his representative may then increase the percentage of test areas required.
e +
- 4 0
t O s G
.* SPEC, M AH,Tu.St c0 FIGURE 1. Page 1 cf 2 COMANCHE PEAX STEN 1 ELECTRIC STATION DESIGN CHANGE AUTHORIZATION 12I2%) (WILL NOT) SE IttCORPORATED IN DESIGN DOCUMENTS OCA f0. 12.111 Rev. 1
- 1. SAFETY RELATED 00CLNENT: XX YES NO
- 2. ORIGIttATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPECSKCOCC rELT 2323-AS-31 REV. I B. OETAILS THIS REVISION VOIDS AND SUPERSEDES DCA-12.111 Rev. O. . See Attached *
- 4. SUPPORTING 00CUMENTATION: ,
- 5. APPROVAL SIGNATURES: ifd/sgf 1-27-82 A. ORIGItlATOR: ce C).pb/ CATE / - 2. 7 - f 2_.
B. DESIGN REPRESENTATIVE: 88 c1 OATE /-2 7- 6 2-
- 6. VENDOR TRANSMITTAL REOUIRED: YES NO XX
' 7. STANDARD DISTRISUTION: CCA FORM 11-20 J JOB NO. 35-1195 ARMS (Original)
Quality Engineering (1) (1) ECEIVE' TS for Orig. Design. l' ] Mil f 2 81962 Westinghouse-Site lh l c al E C E1V E l l
l
~ ,
'DCA-12,111 Rev. 1
.. Page 2 of 2 To aid in certification of existing protective coatings which i do not have conplete documentation as required by Appendix C of the above applicable specification, request guidelines for perfanning adhesion testing on these areas.and items.
Solution: As a minimum, guidelines for adhesion testing on areas as stated above shall be as follows: (1) For large essentially one component equiement or areas with large surface areas such as rocms or liner plate: One test per each 500 square feet of surface area. (2) Supports such as cable tray, conduit pipe, etc.: Test - l 10 percent of supports considered. (3) Miscellaneous and embedded steel: One test in each 500 linear i feet. t Areas and/or items which are inaccessible because of installation i of osmmunt items or ecutom_ent,fanc items; cue to tneir size ana/or i
. Q gnfiourstion. that wit! not accomodate an E1cometer adhesion tester, j shaTi not be subject to saic achesion testing.
Areas of failed coating shall be localized and removed. The
-area shall then be recoated in accordance with the coating manufactures instructions and governing procedures.
I - i l
- l l .
i [ .
SPEC, HAH,TUGC0(2),AM. l- Page 1 CF
- - CEMGE CEEX:CEI I'
C:MANCHE PEAK SmM EIZCTRIC Sh"'ICN : II CESIGN CEANGE ALTdCRIIATICN :III AA ,
$WIDtQ '(WIII NOT) BE INCCRPCFATC Di CESIGi DCC2ENT DCA NO. 12.145Rev.3
- 1. SAFEIT PEIAT!D DCC2tDir: - XX YES NO
- 2. CRIGDEICR: CPPE XX ORIGINAL DESIGIER
- 3. DESCRIPTICN:
A. APPLICABIZ SPEC / :WQWEECCHE2m X 2323-AS-31 REV. 1* B. DE: AILS THIS REVISION VOIDS AND SUPERSEDES DCA-12,145 Rev. 1. Clarification is reauested on acceotable coating thickness of coatinos l l when oerformino "backfit" insoections on areaSwith discrecant or lack of documentation. SOLUTION: When insoections are cerformed in accordance with established backfit insoection orocedures, acceotable crimer thickness shall l- be .0015 in. to .007 in.. No minimum toccoat thickness shall be soecified however, the toccoat shall orovide full "hidina" Ff60ertT~eT of the crimer. ! Ma'ximum combined thickness of crimer and toccoat averace shall be .013 in. with maximum scot check of .015 in.. _ A n L '2 K 11oC
#/4dN8- R ECEIV E D
- 4. mudG CCCSD3TICN: AUG 181983 Y
l . DOCUMENT CONTROL
- 5. APPPCV74 SIGUCJRES: MW/sgr 8-18-83 A. CRIGINA':CR: MM 1 b CATE O-[b d 3 B. CESIGi REPPISD.%TIVE cob CACE 8 /8-83
- 6. VC.'CCR T?ANSMI"U1 FICUIMD: *iES 10 XX l . .
- 7. SUW D din?lscTIct: !
Ah.MS(Criginal) (1) Peter Bush.QA Spec Spyr. (1) ocA ! cpm 11-80 cuality .Er.gi..eeriM (1) Civil Engineering (1) ;c.n. Fav 7-62 15 for Orig. Cesign (1) Wes-J. .ghcuce-4 Lte (1)
r 1 RAH,7Ur.CO(2) AM(6) 59EC PAGE 1 7 1 CHANGE DCEX CEI CDMANCHE PEAK STEAM EIECTRIC STATIOi : II DESIGN OIANGE AUIllCRI'.ATIOi / :III xx SDDD0 (WII4 NOr) BE INCORPORATED IN DESIG1 DOC 04DTI DCA 10. 12.374 Rev. I
- 1. SAFETY REIATED DOCUMENT: XX YES NO
- 2. 3RIGINAIOR: CPPE_ , ORIGINAL DESIGIER
- 3. DESCRIPTIOI:
A. APPLICABIE SPEC)CWuptXX2NGtM 2323-AS-31 REV. 1 B. DETAILS THIS REVISION VOIDS AND SUPERSEDES DCA-12,374 Rev. O. In Reactor Building Unit I and 2 nt.morous Richmond inserts exist embedded in the concrete. Reouest guidelines for coating the exposed face of these inserts. Solution: The exoosed face of the inserts shall be primed with inorganic zine primer and toccoated with Imoerials Nutec 1201 toccoat.
- Althouch not raauirad. a Oim coat of Nu*pc lit er 11 mav be smoliad evaa +ha 'iac f- _- .'
crimed insert to facilitate construction / Oue to the size and confiouration m --- - 3 of these inserts, coatino activities shall be cerfomed in accordance with 2323-AS-30 coatino soecification. When eerformino this coatino activitv. tie in area around the insert face shall be a maximum of 1/2" into oreviousiv
. coated surface. 2O
- 4. SUPECRTING DDCDETATIOI: g' 3,- YA tr,.3 kp b
L
- 5. APPPCVAL SIGIAIURES: M4/sgf 11-2-82 j A. _cRIGINAIcR:
NsIt 6._/.</A/ cATE ///2/82 B. DESIGI REPRESCirATI : N CATE /t , 62 j 6. VDIDCR TPANEMI"TAL RECUIRED: YES !O YV
, 7. STANCARD DISTRI3trlICN: .'"U NO. 33 *."$3
#j
' d C c l vc .--l APr.S (Original) (1) 1 ' ' DCA FCR4 11-80 j Cuality Engineerirg (1) *
- _) , g'./ g acy- Ad:nn. Fev 7-82 j 'IS fer Orig. Design (1) 4\
Westinchouse-Site 1 1 Civil Engineering 1); ! ECElVEc! 9
~
- SPEC. HAH,TUCCO
, FIGURE 1. Page 1 of 2 COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION r
NME) (WILL NOT) BE INCORPORATED IN DESIGN DOCUMENTS CCA tto.12.421 Rev. I
- 1. SAFETY RELATED DOCUMENT: XX YES NO 2.. ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE TAEC/0WG/ftnTf.FI 23?3 as-31 REV. 1 B. DETAILS THIS REVISION VOIDS AND SUPEQSEDES OCA-1?.a?! Rev. O. See attached sheet. , p W:~Q m ',7*. 1 e.4
- 4. SUPPORTING 00CUMENTATION:
- 5. APPROVAL SIGNATURES: MW/sgf 2-19-82 A. ORIGINATCR: 7dAa 62/h/ DATE J-/@ #2 B. DESIGN REPRESENTATIVE: //d[w #-
DATE 2 "/h "[ 2
- 6. VENDOR TRANS!fiTTAL REOUIRED: YES NO XX
- 7. STANCARD O!STRIBUTION: DCA FCP't 11-80 ARMS (Original) (1) JOB NO. 35 '.".33 Quality Engineering (1)
T3 for Orig. Design. m 9 1E C E I V E "; ' ' . Westingnouse-Site (1)) (1 lM, c r. 3. 3 a s. , y$ \,\ - e ' E. . .~. % e .i 'u.. .:. =e i
DCA-12,421 R. 1 Page 2 of 2 To aid in certification of existing seal or finish coated areas or items which do not have adequate documentation as required by appendix C of the above applicable specification, request guidelines for perform-ing film thickness readings on these areas or items. Solution: As a minimum, guidelines for film thickness measurements shall be as follows: (1) Scratch tests shall be performed by the use of a Mark II Tooke inspection gauge or equal. (2) When performing scratch tests on coated steel items, readings of total film thickness shall be compared to readings taken with a calibrated Microtest ou11_off gauge or equal. The compared readings shall not vary by more thang .s mii. @ (3) Quantity of scratch tests shall be as follows: (a) ItemsIareasinvolving10sq.ft.ormoreinsurfaceareashall have five scratch tests performed, evenly spaced over the given area, on each 100 sq. ft. of affected area. A minimum of five tests shall be performed on the specific area or item. (b) Items or areas involving less than 10 sq. ft, shall have only
- sufficient tests performed to substantiate existing coating thickness.
(c) Areas or items which would not be subject to DFT readings with magnetic cull-off gauges, because of geometrical discontinuties or appreciable surface curvature, shall not be subject to scratch testing. (d) Areas or items which will not accomodate the use of a Tooke Tester, due to installation of equipment or the configuration of the item, shall not be subject to said test. (E) In the event a reading is found outside the procedural acceptable limits, additional readings snall be taken to detemine the ex-tent of unacceptable coating thickness. , s i
i FIGURE 1. Page 1 c' 2
%fiANC}iE PEAX STEAM ELECTRIC STATION CESIGN CHANGE AUTHORIZATION (WILL) 3CCXXG4 BE IllCORPCRATED IN DESIGN 00CUMENTS OCA f:0. 12. 71
- 1. SAFETY RELATED 00CUMENT: XX YES NO
- 2. ORIG!t:ATOR: CPPE ORIGINAL DESIGNER vx
- 3. DESCRIPTION:
G A. APPLICABLE SPEC /04GvLu.aut 2323 AS-31 REY. 1
- 8. OETAILS To orovide finish coatino tvoe recoired for ax+erior o acuic-ent orovided with MS-839. revise tablo A 4. cheet 9 of 11 af *ha =5ava mentiessla erarir4r3,4an -ar +%a ....rw.a
/ .
W1 b a d *
- 4. SUPPORTING 00CUMENTATION:
DECD-5-2592 d I
- 5. APPROVAL SIGNATURES: ffNsgf 3-5-82 A. ORIGINATOR: ~7Nr. [ _/ >//h OATE ? - 8 ~- D e2.
B. DESIGN REPRESFNTATIVE: M[SWp CATE > ['
- 6. VENDOR TRANSMITTAL REOUIRED: YES NO xy
- 7. STANDAPD O!STRIBUTION: OCA FOR.'t 11 -E0 JOB NO. 35 -!!95 ECElVEm j ARMS (Criginal) (1) a Ouality Engineering 1)
TS for Orig. Oesign. MA,4 0f g:g [p Westingneuse-Site g. t . 31E C E l v E
[
~
. T AB' ' 4-4 IEIAS UTILITIL SERVICES INC. REPOT ..J. AS-31 COMANCllE PEAK STL Att ELECTRIC STATION SilEET NO. 8 Of'G~
1980-82 2300 MI INSTALLATION _ DATE SEPT. l'i,1977 FINISil COATINGS FOR Sil0P PRIMfD E0lllPMENT ItECO
** O. No.
SPEC. No. SELLER SURFACE PRIME COAL
- INTERMEDIA 1 fINISit g)[
f II I lle EQUIPMENT PREPARAlloi8 tagsferteirn hfRS.Df5Ifi FifNERIC TYP C0AT COAT (PRIMER) p_ v. aim mrin n , l 017 5 t15-7! J' tc,_ W Ler_Yalves lifNRY PRATT rn_ til AST Ctt Au- arhit Pt.Ca 4Y2 7INC CllROMA E NOTE 3 NOTE 3 NOTE 7 l p- Main Steam Isota- Rockwell -p a. heesman- Ill-Degree linc ricft ! Wi76 fM-7f tion Valves International Sanil blast lilott C 9031 oll andi fle< l NOTE I NOTE I t101E 1 "p. It1Tii Steam daiety E M 6V Steam rari 5e1f cas-ing Wif7 tis-7/ _Yalves Gaqe A Valve sanel blast. Co. aline i:arbozinc 11 Inorganic / inc NONE T W 'y**
**d** "- N01E 7 gt wg c.
iP- Main Steam Relief Fisher Control Illast CTeari . Epoxy-Poly. 10111 IE-71; .Yalves Co. SP 191 Primer omide NONE . n.,pl/sk NOTE 6 TP- "
" " = " "
Ni/9 e plye_ fisher Contro10$ NOTE 6 HOA IVAC h te d ller rtS- Nuclear H08 IVAC(Hater C 111er . IVAC Auxiliary Emg itS-fil :nolers NAL Atmospheric MS-ft; :lcanno Trains H5--~ NAC - Fans (Non- - It3A lucicar Safety R.
- P- ItS- IVAC-fans (fluclear f Buf falo forgeCa lilast Clean Wisconsin Plastte Epoxy NONE Plasite Plastte IOH' 113 8 PX-VAfHCD-01, 02 SP-6 Prot. Coa t ti 'I 7122 7122 7122 II M ARCB-03, 04 Solvent Cleo 1 Dereka Primer No. Alkyd NOTE 1 NOTE I NOTE 7 3P-1 Power tietal SOS TIWATNCU IIT 115- 17i W ip-3 pupont 4i.s- w d Ai kyti NuiL 3 riuIL 3 N01E 7
.P2-VAfflCD-04, 05 PC-VAfhvV-02 tbru-09 .
. PX-VAfflC3-05 ihru-24 *
.PX-VAINID-01 NOTE I NOTE I N01E 7 Ihru-04
.PI-VAINID-07 thru-12 .
P2-VAINID-01 thru-12 ftS-Il4 l!VAC-Dampers & Va ves p itS-8f IIV AC-Con t . Isola- Posi-Seal Inter- Sanishlast SelIcurinq 3,h tion Valves national SP-S Hoht) 13-f-12 inoronaicl] !tcJE_ NOIE 2 N01[.J_ _
<r- 9 f- ItS " ' h{$,'l@,$nh)' '. . .
;5-..e 'ilAVC-Air Conditio ier-Cont rol ' ~
SPEC EAH,TUCCO FIGURE 1. Page 1 of I COMANCHE PEAK STENi ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WILL) MC W W BE INCORPORhTED IN DESIGN DOCUMENTS DCA NO. 12.794
- 1. SAFETY RELATED DOCUMENT: XX YES NO 2.. ORIGINATOR: CPPE XX ORIGINAL DESIGNER l
3. DESCRIPTION: A. APPLICABLE SEC(DWG/ITIMffXI 2323 AS-31 REY. 1
- 8. OETAILS Whan aco1 vino cone-ete coatines and usine wet fiin thickness cuaces. erablems hava arisan in obtainine accurata 'ilm thicknees read 4act whaa cer#n mine enatine reamie en meant e3 9 te. in. ne lace a- < e=+rhas h4eb n-a 1ece
+han 1/3 in. in width. Request clarification on substantiatino coatino thickness on these areas. Solution: When cerfomino surfacer and/or tececat recair work, and the damaced area is 2 sc. in, or less in size.or the damaca is a scratch 1/4 in. In width or laes . ra,"ardless of lenoth. substantiatino or recordino film thicknats on l -
! . *he daman,A sens . manic shall na* he coeufeed. All ac51(c3ble insnactimes sad 1 documentation. Othar than the abova, shall be maintained. 1 l 8A-4 SUPPORTING DOCUMENTATION: , ,
~w l
S. APOROVAL $1GNATURES: MW/sgf 3-25-82 A. ORIGINATOR: YM . y - 61.4/h/ OATE 3~2 9O B. DESIGN RFD**SENTATI'/E: /I/// N.-7-s~ DATE .7 f 7
- 6. VENDOR *t', g ..'Af. REQUIRED: YES NO n
- 7. STANDARD Of STRIBUTION: OCA "0R.'i 11 -20 JOB NO. 35-1195 ARMS (original)
Cuality Engineering ( '= E C E I / E PS . ( 1 TS for Orig. Oesign. ( l n ) .g +, . Westinghousa-Site ( " ' ~ i \E C EIV E w l \ I t__-____.
i t i FIGURE 1. Page 1 of I
~
SPEC,i'.AH,T: GCO. AM(4) gegqAgggg pggg $7g;;t gtgg7pgg $7A;tg3 i CESIGN CHANGE AUTHORIZATION (%n ri (WILL NOT) BE INCORPORATED IN DESIGN CCCUMENTS OCA NO. 12,966 j 1.- SAFETY RELATED 00CUi4ENT: XX YES NO l , I 2. CRIGirlATOR: CPPE XX ORIGINAL DESIGNER
- 3. OESCRIPit0N:
i A. ' APPLICABLE SPEC /7R 7JG3DlR C 2323-AS-31 REY. I B. CETAILS in Reactor Buildino 81 and 52 numerous shim clates, which are less than 1/4" in thickness. are used in con 4 unction with conduit at*3chraents and suercett. Sue to the limited thickness of these olates and thef* 14?e. amav of which aae laet *hma l 3" x d" damace occures to these olates when stamoine a unicue coatine code nu-ber used for maintaintne traceability of coated items. Secuest clarificatice of contine re-cuirements on the subieet thim elates. Solut on! i When coatine shim clates which are lett than 1/4" in thickness and less than 12 inE in tire. an unicue auaber eksil be i _ staaced into-tne surface. Without the uricue number. hewever. traceability o# the ( ite9 for OC Occumentation cannot be maintained. therefore. coatine shall be eerder ed under AS-31 Guidelines without OC inscection er docuaentation. A. SUPOORTING 00CUMENTAit0N: I ! ! . %PA W V tlMO
$. 2:CROVAL SIGNATURES: MW/sgf -
A. CRIGINATOR: 78.<. t 6 / # 82 / CATE
^ ? '.N ?.
s.OEsIGNRE:RESENTAT!d: Md/fE D G- - DATE 4-/4 - 5 2.
a
, LitvCR &Yf Ercy/71F5 Rect'r.c. ..o.,... .....
c_MW **~~~n on=e= TEM As urtuT1 21 nvicssgNc. gg4 /,3 /4C g Locartenone.oarev A1.h3J. qLeN M01s; [t3M ,C.S 3 C#,,3
.. . . . . . ...e . . . . . .... .-,
., .... .. ..- .. - -.. - - . ~~. -
-- - - - + r- , . . e a
I SPEC. HAH,TUGCO,AM(A) , i i
, F!GURE 1. ? age 1 cf 1 l
CCMANCHE 7EAX STIA!! ELECTR:C STA?!CN CE31GN CHANGE AUTHOR!!ATION l t i (WILL) (W.CLU CCQ BE INCCRFC?ATED IN CE !GN CCC"ME**S OCA NO. 13.171 i l i
- 1. SAFETY RELATED 00CUlfE37: XX YES NO , !
! 2. CRIGINATOR: CPPE XX CR!GINAL DESIGNER P
- 3. OESCR:07:0N:
A. AF8LICABLE WCC'/0WG/CCCID.T 2323 AS-31 REY. 1 S. OETAILS in Reactor Buildine Unit I and 2 the etce sueeerts for the ! hori:0ntal Containtment Scriv Dioina at elevation 1021'-6" tro abeva. have heaa finilh C0ated White to flCilitate CSniteucti0n letivitiet. Dite suercets qes cresentiv seNeduled to reenive 14eht erav etnis8 een. . encues. -t.,4<4,. 4e. on eoter escutreaants of the above sueeerts. Setut'ent in Uni
- 1 and 2 Centsia-est i the above tubie** eies 19:00eit 15811 de scheduled to etative sindsb :egt egiar f wnite rather than ereviously 5:scidied licht ortv, l
ann-- l N k b fh N Ef %B Mll)- 4 SUPPORi!NG OCCUMENTAT!ON;
)
- 5. A:28071L SIGNATURES: MW/sgf 5-5-82 !
A. ORIGINATOR: M_v a d/>Ih> lAi! d~d"N
- 8. DEliGM REDRESENTATIVEr [ vh CA!! I~I"O b
- 6. V!'l:08 ~PANsti: MAL RE00t*!D YE3 N0 XX .
- 7. 57230A80 O!$?t:3U?t0N: ;CA r;;.t n .g f
A:?S (Original) (1) Ovality Engineering (O j 75 f:r Cri;. :esi;n. : Westingncus4=11 4 (}{ s., t i
.,.'_'.'~ .
,cy . . . . ~. . , .
g ,_....r.y
- . . s,.
l SPEC. HAH,TUGC0(2) , Page'I CF / CHNX2 OCC( CC ! C3tANCHE PEAK S?.M CIC:RIC ST.C3i : II i CESIGN CIAIKE .1CIECRI*AI".O! III u l fMECO (WIIL 2C?) SE DJCCRPCPAT!D DI CESIGl CCC:,ItCC CCA No.13.388 Rev. 6 ;
- 1. SArti'Y REIAT!D COC3tEC: XX Yr3 NO j
- 2. CRIGDMCR CPPE XX CRIGriAI. CESIGiZ2 l r
- 3. CESCRIPTIOtt b 3 51 0500 4 A. APPt.ICABf.Z SP50/ING/DCC NRZ2 232 9 5731 - PEV. 1* I
- 5. DEULILS THIS REVISION VOTOS AND SUPED3EDES OCA-13.3A8 DeV. 6.
J b l 1/2". 2. and 21/2" ancho" bolts that/ ire unused whichMnterfere with 1 W_ _ l ' eice, eice sueecrt or insulation may be cut flush with the wall or slab to i relieve interference. Bolts mar <ed for use with sueeerts shall not be cut f without aceroval of the 6 consibleTenoinear. v" In Unit 1 and common structures the above anchor bolti if not utilire at t j the time of room turnover. may b.* removed bv cuttinc flush with the wall or slab. In arens which reovire cratective concrete coatinos. cut bolts shall be er1*ed with increanic rine er4 Pee erf or to aeoliestion of concrete coatinct,
...s
. coatieca ahail se aeolied 4n seeer4ance with 2323.as.20 seeeification.
9 R .116 -
- 4. st a a ecC m e m :ar <
1 R ECEIV "] E aL M AUG 1013H j W WWMUVWMi:NI con TCL
- 5. APFPCUAL h! CIA 7.*TISt MW/gge 3 19.g3 A. CRzcutA:Cn: N em/ Mb CAT: 9- /J7 - C
([ cob
. cci:Gi PDMCCITAC:'/Es CAn 8-/9 'S3
- 6. VC:CCR TPR .*.MI':':AL PICUIFIDI YES !C XX
- 7. S":NCAM "I5':"A 5L*"Tatti A7.'*S (Crigi.aal) (1) Peter Bush 0A Scec. Sove. (1) cCA TCFM 1t-80 Cuality .Ir.gir.eerir4 (1) Civil Engineering (1) A:nn. Fav 7-n TJ he Orig. Cesign (1) ,
' des ir.y.me-81te (1) !
- 8. -.1;- ~
_ :*. . ' O ~.I.'.:. '.T.~ * * . .'. *, : * .: " . .L .. " ".' . . L.... ,l...~.. . '......... . . ..
l SPEC, HAH.WCC0(2)A.v(4) PAC.E 1 CF 1
, , , . CHANGE DCEX CEI CCMANCHE PEAK STEM 1 EI.ECTRIC STATIO4 : II DESIGN QiANGE M7INCRI:ATION tIII <x (WILI.) MCCX2030 BE INCORPOPAT!D Di CESIGi 00C0tCtr DCA PC. 11.429 Rev. 2 -
- 1. SAFEIY REIATED DOCDtENT , XX YES No f
- 2. ORIGINA'!OR: CPPE XX ORIGDIAI DESIGNER
- 3. DESCRIPTION:
i A. APPI.ICABLE SPEC /DGCOCUMlHR ?323.AS.31 RC/. 1
- 8. DCDLILS TH!5 REVISION V0!GS AND SUPERSEDES OCA.13.429 Rev. 1.
Revise the second sentence of Section 6.2.b as follows! ; Weld scatter shall be removed by grinding or sandblasting to the extent recuired to obtain an ace'eotable surface for coating. Section 9.2.3.2 revise criteria for welds & edges to state " smooth,with weld scatter removed to the extent recuired to obtain an acceetable turface for contine". 1
- 4. ,SUPPORrDJG CCCDdDfrATICN j;pg ,
f hh, N
- wgp
- 5. APPIC/AL SIGIAWPES: MW/ggf 11 11 82 A. CRIGDIAICRs M ed [t / CATE / 4- //- 8 .1 B. , DESICI REPPISCTTATI'/E DAM //"/ / '80
- 6. VCfDCR TPNCMI"'rAL RICUIh,g, YES PC XX
' ~
- 7. STM.TAPD DISTRIt!t1/foli -
ll AHd.S (Original) (1) ,, , 4 '. . . . . . . . . . DCA ftFN 11-80 cuality Engineerirn (1)
.I-- :a Mmn. Fev 7-d; 1 TS for Orig. Design (1) :
Westinchouse-Sito Civil Engineering 11) L1)
. 2 O E i '/ 3 2 '
l
SPEC, HAH,TUGCO,AM(4) FIGURE 1. Page 1 of 1 COMANCHE PEAX STEAtt ELECTRIC STATION DESIG?l CHAtlGE AUTHORIZATION (1122) (WILL NOT) BE I?tCORPORATED IN DESIGN CCCUMENTS DCA fl0. 13.A56
- 1. SAFETY RELATED 00CLt'ENT
- XX YES NO
- 2. ORIGINATOR: CPPE xx ORIGINAL DESIGNER
- 3. CESCRIPTION:
1 A. APPLICA8LE SPECXWOW)0ctMtt 2323-AS-31 REY. 1 S. OETAILS 1/4 inch diameter holes in embedded strio olates were used
- to bolt olates to concrete forms for concrete olacement. After removal of fe m orir; bolts remain in holes or bolt is missino with concrete fi114ac the hele.
SOLUTION! Subiect areas shall be coated the same as the remainder of the elate. Areas of the 1/4" diameter holes shall not be subieet to insoection ear AS-11. l l _ ._ _ _ _. $ _ Ay . _ . . _ _ . . . 4 Supp0RTING 00CtlNENTAT10N: (
"WW I
- 5. ApoR0 VAL SIGNATURES: CRH/cgf 5-26-82 A. CRIGINATOR: Yccb CATE 6'N" U B. DESIGN REPRESENTA7!VE: MM5A+- ./
OATE 8 dS f L
- 6. VENCOR TRAN!!fiTTAL REOUTRED: YES NO vy
- 7. STANDARD O!!TR!BUT!CN: OcA res;t 11. w AP145 (Original) 1) JOB No. 35-1195 Ouality Engineerin9 1) mECEIVEy is f:r Crig. Oesign. 1) I E
.i Westingneuse-Site 1) i; J pg, g (: ,
as [ E C E I V E ,t6,1
4 l l -. 5?EC,F.AF. TL*G00, AM(4) FIGURE 1. Page 1 of 1
~
- CCriAtlCHE PEAX STENi ELECTRIC STATICN l
OESIGti CHANGE AUTFCRIZATION l (WILL) (WCGXEQ SE I?:CORPORATED IN DESIGN OCCUMENTS OCA NO. 13,640
- 1. SAFETY RELATED CCCUMENT: XX YES NO 2.' ORIGINATOR: CP.oE XX ORIGIflAL DESIGNER
- 3. DESCRIPTION: .
l ' l A. APPLICABLE SPEC /I.EEtu n MIMI 2323.AS-31 rey. I B. OETAILS Recuest clarification to the recuirement of crinding all edges as stated in caracesch 6.2b. Solution: The recuirement for crindine all edces , t ' ! orotrusions, and ceaks to a rounded conteur is recuired on all fabricated and cercleted 4* ems. ueweve", bulk steal which have rouch cut ends or edees, and u ich l l wi11 he used ece seeaantire into smaller units for dabricatiae seeci'ic asse=blias
...s ama hava *k, adaae <*^cthed. er4 ce *e sad #ar ece cen*4ae under the cu4de14aas ;
15-31. I t 4 SUP00RTING 00CUMEilTAT!0ti: a W $d ,d7
- 5. AP240 VAL SIGNATURES: '.H/sgf 6-15-82 A. ORIGINATOR: Me dA/I/ OATE d -/ c -8 L
- s. Ots!G:t REPREsENTATIvd [ # / M i r b OATE d - /5'Y2__
- 6. VENcca TRANs:cT At. RE0utREo: YES NO XX
- 7. si:NcAno otsTR:suT:en: OCA W 11-20 08 NO. 35 -1195 ARis (Original)
Ocality Engineering 1) 1) l ECEIVER .. ! ; i
- 75 for Orig, Oesign. I) -
! O 6 32. ! -
l Westirgneuse.31ta 1) u { i E C E I V E6 {e:::
SP EC, EAH,TUCCO, AM(4) FIGURE 1. Page 1 of 1 COMANCHE PEAK STE.41 ELECTRIC STATION DESIGN CHANGE AU HORIZATION (XIXX) (WILL NOT) BE INCORPORATED IN DESIGN CCCUMENTS CCA NO. 13,867
- 1. SAFETY RELATED DOCUMENT: XX YES NO
- 2. ORIGINATOR: CP. E XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPECNWTJ 2323-AS-31 REV. 1 B. DETAILS In Reactor Building Unit 1 & 2 numerous "Pice Bumoers" are to be used which the interior and exterior are coated cer AS-31 recuirements. Problems exist with insoections of the coatino on the interior of the oice which is creater than 5 ft. in lenoth due to inaccessibilitv. Solution: Pice Bumoers located in Unit 1 or 2 Reactor Building shall be coated oer AS-31 coatina and insoection recuirements with the followino exceotiens: (11 Area located on the interior which is creater than 2 1/2 ft. frem oice bumoer end ooeninos. Note: Interior of oice bumoer creater than 2 1/2 ft. from each end ocenine shall be coated under A5-30 recuirements. however, AS-31 soecified coatines shall be utilized. A. SUPPORTING 00CUMENTATION: 5 A m-
$$W I$fd@!h
~
- 5. APPROVAL SIGNATURES: MW/sgf 8-82 A. ORIGINATOR: [MM _ d /p DATE 78 2.
B. DESIGN REPRESENTAT VE: s CATE ' f6 6L n
- 6. VENCOR TRANSMITTAL RECUIRED: YES NO XX
- 7. STANDARD DISTRIBUTION:
JOB NO. 35-1195 CCA FORM 11-30 ARMS (Original) (1) ECElVE9 Quality Encineerine (1) ! ! TS for Orig. Cesign. (1) JUL 081982 l B Wes-inghcuse-Site (1) J D Vendor cws. L'::cate Grcu:: (1) ; ECEIVEb
S P E C S.D E C .H 8 H . T UM O , a H ( 4 ) , FIGURE 1. Page 1 of 1 C0tiANCHE PEAK STEAtt ELECTRIC STATION CESIGN CHANGE AUTHORIZATION (WILL) (XXmx1000 SE INCORPORATED IN DESIGN COCUMENTS DCA NO. 13.923
- 1. SAFETY RELATED DOCUMENT: XX YES NO
- 2. ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
"2323-AS-31 -
1 A. APPLICABLE 30SDVDWG/X)0COUCtX 2323-AS-30 REV. O B. DETAILS Weld olate embeds which are rendered unusable bv the Proiect Civil Encineer or his desionee. shall receive red toJcoat rather than the soecified licht crav or white. Red toccoat shall be acclied as soon as cossible followine renderino the embed unusable. 995 - L $ a $ W - . ..-- 4 SUPPORTING DOCUMENTATION: ,
~.
m.
- 5. AP?ROVAL SIGNATURES: MW/sgf 7-14-82 A. ORIGINATOR: 74 MJ j '
OATE /// 4/8 ?_.
- 3. DESIGN REPRESENTATIVE DATE 4 4 Y!d2.-
- 6. VENCOR TRANSMITTAL REQUIRED: YES NO XX
- 7. STANCARD DISTRIBUTION: DCA :OPJT 11-50 AFlis -(Griginal) , (1) JOB NO. 35 '195 Quality ,ngineering e (1) m:
TS for Orig. Cesign. (1) E C 1'/E"B<9 Wes tinenause-Si te
~ (1) a i l' lencor 0ws. Upcate Group (1) .:f JUL 1_ o1 .932 li ii :;j /
3 "a E C EIV E 6
SPEC, HAH.TUGCO,AM(d) FIGURE 1. Page 1 of 1 CDMANCHE PEAK STEAtt ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WILL) SLY.XXX)(E4 SE INCORPORATED IN DESIGN COCUMENTS CCA t:0. 13.99a
- 1. SAFETY RELATED 00CUME.'iT: XX YES NO
- 2. ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPEC,@G(DX.uhT 2323-AS-31 REY. 1
- 6. OETAILS Revise Section 8.21 as follows: Each coat acclied may be si different color or shade from the crecedine coat to aid in deter inine tha unien-itv and coveraoe of the coatino. When a white finish coat is soecified, as a minimum, the final two coats shall be white.
k SW m
, : (
4 SUPPORTING DOCUMENTATION: S. APPROVAL SIGNATURES: MW/sgf 7-22-82 A. ORIGINATOR: N OsM DATE 7 -2 E-81
- 3. DESIGN REPRESENTATI : ((/ M$--
C/ CATE 7 @8 -E 6,. VENDOR TRANS!!ITTAL REOUIRED: YES NO XX
- 7. STANCARD DISTRISUTION:
CCA FCR't 11-EU ARMS (Or1ginal) JOB NO. 35 - 1190 (1) i Quality e;ngineering ( 1) ECEIVEF TS for Orig. Cesign. ,.
! u Wes ti ngnous e-S i te (.$
(l ; p JUL 2 61982 ; g
'lencor Owg. U;cate Grouc (1) '
\ ! e
!\ECEIVEE3 e
SPEC, HAH, IUGC0 ,AM(4) C3'M PEAK STEAM EETC S""4CCN CESIGN CEA!EE AL5 CRIIAC.CN (WIIL) pc7T.;(El SE DCCFPCRA".E IN CESIGi ::CCIME.1 CCA 20. la.206
- 1. SAF"*f h"D C':C:2'EE: XX YES _ !C NGE DCEX:CEI
- 2. CRIGIE"CR: CFFE YY CRIGOGL CESIGiDt :I!
- 3. CESCRI?IICN: :III XX
- ?
A. APPLICABI2 SPEC /UGXa.w 2323 AS-31 FI7. 1 B. CE"AIIS At temoeratures above 100*F. readines with nonmercurv filled thernemeters in Psychrometers cannot be taken. Recuest cuidelines for determinine dew coint and accactabla coatine rand 4+4ane sheva 100*F. SOLUTION: At temoeratures above 100*F, if accurate wet-bulb readines can
- be taken. utilize the accurate wet-bulb readine and a dry bulb readinc of 100*F. Tha 100*C dev-bolb easdino utilived undar the above canditiene will vield a conservative dew coint and relative humidity.
NN&
$$W hN ,,-
- 4. wr.w :n cr:}'ECACCN: j' S. APPFCEL SIGG.CPIS: MW/sgf 8-18-82 A. CRIGINACCR: Mm [,] CATE8!/8/82, B. CESIGi F.::.aISECA /E: CA"E'bh682
- 6. VEC~ct ""'A!S4:'""AL FICUIFE: YES NO XX
- 7. S raAFD CIs:RIECCCN: JOB NO. 35-1195 Ass (Crigi.-2.t> (1) 1 E C E I V E ;9 rCA rem 11ao Ct:ali v Enci .eeri.m (1) L' I-c=r.. .:av 7-42
-s e:r'erii. :esisf. (1) AUG 2 01982 : ,
westi .g cese-Size (1) vender CW. *.W ate G:=ce (1);I ECEIVE l l 1 I 1
- -w -. - . . . , , ~ . . --. -
SPEC. HAH,TUCCO,AM(4) P.G 1 CF 1 CEA?;GE DOEX:CEI C3iANCEE PEAK STEAM ELECTRIC STATIOi : II CESIGI CEANGE AL'DiCP.I'.ATICN
. :III xx (WIII) (XII1XXOI) EE INCCRPCFATED DI CESIGI CCC*?.Di"' CCA NC. 14,279
- 1. SAFETl Pf!ATED DCC:.F.ENT: XX YES NO
- 2. CRIGINAICR: CPPE XX CRIGEM. DESIGiER
- 3. DESCRIFIICN:
2323-AS-31 1 A. APPLICABLE SPEC /3EUCOIZEII 2323-AS-30 REV. 0 B. DE:AIIS Due to excessive cuanities of licht creen toccoat, revise Accendix B oaint schedule as follows: Section TV Turbine Buildine. Iteat No. 3 chance to need: Cranes other than Oceratine Deck Gantry cranes. ccice-crav craan. Ocar=tinc Oark cm +*v creaec
-color iicht areen.
Section V Miscellaneous and Common Ecuioment. add item No. 12. Cranes other than Turbine Buildinc Oceratine Deck and Circulatina Water Ocaratine Deck Gantrv cranes. color-onav creen. Turbine Buildine & Ci rce1 = ti ac I.!= ta-Ocarstine narv can+,,, e-saae. color-licht creen. % __ 4 e. N .-i
- tW#MMMh -
.wNin .
. ~
- 4. SLANrc S CCCCM.DTILICI:
- 5. APPPCVAL SIGM?IS: M'.4/ s gf 8-30-82 A. CRIGINA':CR: a,,4 M j CATE 8 8E B. CESIGi FIPPISDTIATI' b CATE 8 '2,.
1
- 6. VECCR "?ANSM.I""AL FICUIRED: FS 10 XX
. I
- 7. S':7dCAFD DIS"' RIEL'"IQi:
JO B lyo AFES (Crigir.al) m u.,.> .. s'm-j '_, (i) l jf c C : 7.. CCA FCFM 11-30 V C-Cuality E.gir.eeri.g (1) g ] d' W r . Pa+i 7-62 "S i for Crig. Cesign (3) ; Westinghcuse-Site ,
,1
( ) j 7 gg 3*7 IbO2 }iw s
^A "S E C E I y ; ll k
=
H AH , TUnC O , A!4 ( 41 PAGE 1 & 1 CHANGE DCEX:CEI CCMANCEE PEAK STEM EIICRIC STATIOi : II DESIGN GANGE AL'SiCRIZATICN :III_XX (WIII) y,%EC(XJCCO BE riCCRICRATED El DESIGT DCCD'.EC DCA NO. 14,386
- 1. SAETIY REUCED IDC' MENT: XX YES NO ,
- 2. CRIGINA':OR: CPPE XX CRIGDIAL DESIGTER ,
- 3. DESCRIFI'IOT:
A. APPLICABLE SMX7/CWG/DDCCHELT 2323-AS-31 REV. 1 B. DemIIS Clarification is recuested on coatina recuirements for steel succorts which will be comoletely encased by insulation. Solution: Steel succorts which will be comoletelv encased bv insulation shall receive inorcanic zine crimer with no recuired toccoat. Coatina shall be ecolied in accordance with 2323-AS-30. however. 2323-AS-31 soecified coatines shall be utilized. No insoection oer Accendix C of the above acclicable soecification shall be recuired. et r% %
"U WBn!M w j., a M .c _ ,'
- 4. sce.4-c;uG EDCm'mTIGi:
s
- 5. APPPOVAL SIGIA'H:RES: MW/sgf 9-5-82 A. CRIGDDCOR: Of DATE hd B. DESIGi REPRESci"' TIVE: Mh DAIE 82
- 6. VENDCR TRANSMIT mL RECUIPID: YES NO XX
\n\
- 7. SUNDARD DIS 7"A.IEU1'IOT:
JOB NO. 35-1195 ECEIVE< 1 AmS (criginal) (1) n FCm 11-80
\ Cuality Engineeri:g (1) ,
j Icun. Fev 7-62 TS for Orig. Eesign (1) g ggp 10 jggg y Westinghouse-Site (1) l Ver&r os. LW_ ate G::cp (t) , .4 g i ECEi. ' ,,J -
k S?EC, H AH ,' TUGCJ [2). AM (4) s . PAGE 1 CF 1
~
CHANGE INDEX:CEI COMANTE PEAK STEAM ELECTRIC STATICN : II CL3IGi CHANGE AU"TRI*E 2! :III AA (WIII) (tCEtXXlX) BE DCRPCRATED Di DESIGi CCC2DC DCA NO. 14,dia
- 1. SAFE"M RELATED CCCMENT: XX YES NO
- 2. CRIGINAICR: CPPE XX tRIGriAL DESIGIER
- 3. DE5GuenCN:
A. APPLICAELE SPECRMCCMEM 2323 AS-31 REV. 1 B. CEIAIIS in Cqnfainment n Buildino Unit 1 and ? there are to be instrumentation scacers which are 1/2"O x 1 1/2" lone schedule 40 cire. These soacers are shown on drawinc FSI-00070. Due to the size of tnese items , the
<cacars cannot eeceive a unioue coatino number for orocer documentation.
Recuest clarification for coatino recuirements. Solution: The above subject soacers shall be coated under 2323-AS-30 coatinc recuirements and cuidelines, however. surface orecaration shall ecual SSPC-3P10 and 2323-AS-31 soecified
~
coatinos shall 5e utilized. A
.f-p ---_.-.
W#1km
- 4. S*ur { rd NG EDC TENIATICN:
- 5. APPPCVAL SIGlATURES: nl/sgf 9-10-82 A. CRIGDIATCR: WL b .4 CATE . //? &
B. DESIGT REPPISECA : DIG fI3 b~d,
- 6. VEICCR "3ANSMI""AL PICCIRED: YES NO XX 4 3c0
- 7. SU NCARD DIS:? 2 L"!CN: JOB NO. 3 0 E C E l ~/ .. 1 APMS ( M ginal) (1) 1 '
f' h FCPM l'-20 cuality e.gineerine (1) $
'"S for Crig. Cesica (3) j SEP 13 1982 i pL- an. .=ov 7- c West:ncheuse-Si e (11 Mark Wells (1) 3 E C E I V E 'M
ulu "m(2Lui(AlSPer-- , PAGE 1 CF 1 CFANGE DCEX:OEI CCMANCHE PEAK STEA*4 ELECTRIC STATICN : II DESIG4 GANGE AL""SCRIZATICN :III xy
-(WILL) MONX'AXII) BE INCORPCPATED IN DESIOT DOCC4EC DC5 NO. 14.737
- 1. SAFETY REIATED ECCLVriT: XX YES NO
- 2. ORIGINATOR: CPPE XX ORIGINAL DESICIER
- 3. DESCRIPTION:
A. APPLICABLE S2WWG/a.w.ml 2323-AS-31 REV. 1 B. DEIAIIS When brush recairinc cinholes with NUTEC 1201 toccoat, often the brushed area does not have the class which the surroundine coatino has. Recuest clarification of the acceotability of touch uo areas which exhibit little
. or no closs. Solution: NUTEC 1201 toccoat is a low sheen toccoat, when brush acclied, 1201 will often dry to a flat finish. . For decontamination ourcose, 1201 reolace "a coatino" is not recuired to have closs surface but should be smooth and continuous , therefore, for small recair. areas such as for einholes, alass and class uniformity is not recuired orovided the coatinc is smooth and continuous.
JOB NO. 35-1195 W cr: f ucm
- r 1 E u
- 4. SUPPORTING DCCLYS EATICN: I ',
i OCT131982 3 6 y g 15 C E I V E
- 5. APPPOVAL SIGWIURES: MW/sgf
$/ $Jpufi^e 'Eb 10-13-82
, nfp!IN N d.e A. CRIGINA'ICR: id,8h DATE /C - / 3 "d L
/ W B. DESIG4 REPRESCCATIVE: 8/[ oc h DATE /0~68 2
- 6. VENTCR TPANSMIN PICUIRED: YES NO XX a
- 7. STAhl'APD DISTRIELICN:
ARMS (Original) , (1) DCA FCEM 11-80 Quality Engineering (1) Ac_nin. Pav 7-32
< TS for Orig. Design (1)
Westinchouse-Site (1 Civil Engineering (1))
S?EC, EAR.Er.00 (2) AM(4) PAGE 1 CF 1 GANGE INDEX:CEI CCMANCHE PEAK SITAM ELECTRIC STATICN : II
' CESIGN CHANGE NJ5:CRIm"ICN :III A 1
(WIII) (NCCIX2003 BE INCCRPCFATED IN DESICN DCC'RC DCA NO. 13,976
- 1. SAFETY REIATED WEC: XX YES NO
- 2. CRIGINATCR: CPPE XX- ORI M DESIGNER
- 3. DESCRIFFICN:
2323-AS-30 0 A. APPLICABLE SPEC /DQ%XXI21EIR 2323-AS-31 REV. 1 4 B. DEIAILS In the above listed soecifications, no color recuirement is civen for succorts for fire hose stations. Solution: In Accendix B of the above soecifications in the section for miscellaneous and connon ecuiement, add succorts for fire ecuiement under item number 10.
~
p Q $$yMSp% ,
- 4. SUPKEDG CCXLN.DEATICN: Y\.4)' , ,, ,..)Yg rf ,'l lmA
%; l ,i g: , 4',
'w
- 5. APPPCVAL SIGiAIURES: MW/sgf 11-4-82 A. CRIGINATCR: 7 [A, DATE / /-i-8 2, B. DESIGi REPRESDCATIVE: bk. COkd%.
' DA:s / l 8 2.
- 6. VEER TPANSMI""".L PICUIPID: YES ,_.,, ,JO ,_ XX _ _
- 7. SIMCAFD DISTRIEt?"ICN: I" EbdI $i"=b l !l AP."S (Criginal) (1) i NOV 0 9 1982 9 CCA ress 11-ao Qualicy Engir.eerirg (1) I s y Atn. Fav 7-d2 TS for Crig. Design Eestincheuse-Site (1)
(1) l C CEIVPMd Civil ngineering (1)
, _ . - - m.e , , . . . . - . . , - .,_ . , - ~ . - ~ . _ . , - - , - , , .....-.m
e.. . - .._. ~ , . . . . . .. . . a .-. .. . = .. . . . - 1 SP EC , HAH ,'IUGC0 (2 ) ,iM , ('4 J l - Page'1 CF 1 I r e CF.ANGE INDEX:OEI CCMANCHE PEAK STF.AM ELECTRIC STATICN i II DESIGN GANGE AUIHORIZATICN :III xx
. (WIEE) (WIIL NOI) BE INCORPORATED DI DESIGi DOCCC77 DCyD.15~,578Rev.I
- 1. SAFETY REIATED IXJCmENT: XX YES NO .) 3 j
- 2. ORIGINA'IOR: CPPE -XX ORIGINAL DESIGIER j 3. DESCRIPTION:
j A. APPLICABLE SPEC /DWG/Ictu Eur 2323-AS-31 REV. 1
- t j- B. DETAIIS THIS REVISION VOIDS AND SUPERSEDES DCA-15.578 Rev. O.
Coating is reouired for block out throuch the 832'-6" slab in Room 156, however. due to installation of the BMI tubes the coatine is not accessible for
.f j recair oer AS-31 coatino criteria without damace to existine eouicment. Recuest clarification of coating criteria for this blockout.
SOLUTION: In the event of loss of adhesion of the' existing coatings @ the
! above location, the failed coatino would not micrate to the ' Containment scrav sumos, therefore, recair of existino coatinos at the above location shall be cerformed under AS-30 cuidelines rather than AS-31 to orevent damace to existino eouicment. Coatino .
utilized in recair shall be AS-31 soecified coatings. _ . . . . , _ c0-110V
- 4. SaPPoarns tXmENTmcN: RECEIVED
, +
.....n..v,
) . . . . , . - 1 ? i S. APPFOVAL SIGNA'IURES: MW/Gy sof DOC!J!.l5NT CONTROL
! A. ORIGINAICR: MA !) .. MM i/-. DATE [ N O B. DESIGT REPRESDTIATI'IE: 6 DATE b b
- 6. VC; DOR TRANSMTITAL RECCIRED: YES NO XX
- 7. S*IANDA3D DISTRIBUTICN:
t i AFMS (Original) (1) Peter Bush-0A Spec. Spyr. (1) DCA FGP.M 11-80
' (1) Civil Engineering C':ality . Engineering (1) A un. Fev 7-62
} TS for Orig. resign (1) West.inghet:se-M te (1) )-
- - ~ * . - - - _ . . . . _ . . .._ . . . . . . . . . _ . . . . . .
SPEC, HAH, T"GC0 (2)AM(!+) PAGE 1 CF l CHANGE I:;CEX:CEI ,, CCMANCHE PEAK STEAM EIICRIC STATIOT : II CESIGi CHANGE ALOIPlZATICN :III XX XNEDQ (WIII Nor) BE DwwwisTED IN DESIGi m.DC , DCA NO. 15.656
- 1. SAFETY PELATED 1%X'UMDIT: X X YES NO
- 2. CRIGHIAT R: CPPE XX ORIGE;AL DESIGIER
- 3. DESCRIPTION:
A. APPLICABLE SPEC /D Elm O "-u 2323-A5-31 REV. 1 B. DEIAILS In the Reactor Building Unit I in room 161A, some coating recair is recuired on the exoosed oortion of the Pressurizer Tank base for acoroximatelv 12" hich from the bottom of the base 0 elevation 853'-6". Recuest clarification for tie in of the two coatinos. SOLUTION- Surface oreceration aoual to SS PC-SP10 shall ba cer-fo==morf *n a haicht 6 f 3 q O va n y 4 m m + o 1 if 19" f e n en tbo haqo. Com+boe i b=ck existine vendor sucoliad tank contino for anoroximatalv i 3" and acoly coatings in accordance with AS-31 utilizino the feath-1 ed area for coatino interface area. -m JOBnNO. -,s 35 ,n95 c. e
! - v w 6 < -
, g a j . . . _ _ , - - -
b g, . . JHW U O C0J : 1 4. SUPPORTHE ECCCMDEATICN: , N/A
! E C EIV El 1
~I i
- 5. APPPcVAL SIG:A=RES: MW/y1b January 8, 198.3 1 A. CRIGDIATCR: tv [ CATE / 8 ~3 f B. DESIGT REPRG CE L 'E: h[ DATE [- 6-N
- 6. VETCR TPJ2; SMIT"'AL P2CULdL: YES 10 s-
. i'"-{ h .;
- 7. MCAFD DISTRI3tJrICN: j AF.'dS (Criginal) (1) CCK M FM 11 30 Cuality Engineeri.x; (1) Ac:nn. Fav 7-32 TS for Orig. Design (:)
*4 stinchcuse-Site (1)
Civli Engineering (1)
$ h G GM_ _p e$e * *N* u6"=m66 -4m
.;,T" '. ~. 7 T. ~ . 4, !*. . ~J _
_ G.'_. ~ '4 ' ~. , . ;. ~.,f~.~-"".
,- ~~....- ., ., ,,
' SPEC, HAfi, TUGCp, (2), AM (4) - s F.CE 1 CF 1 CHANGE INDEX:OEI C3!ANCEE PEAK STF.AM ELECTRIC SIATICN : II DESIQi GANGE ACISCRIZL"ICN :III x ,t (WIZZ) (WIII NCTI) BE ECOPJCRATE IN DESIGT DOCD!D7T DCA NO. 15,705
- 1. SAFEIT PE.ATED DOCCMENT: XX YES NO
- 2. CRIGINATCR: J C'FE XX ORIGINAL DGIGNER p ,.
- g. ' c .l
- 3. DESu M : N
- i 7;n S I
~ kN NY A. APPLICADIE SPECMCCCX.HNT 2323-AS-31 RED 5_Cf .-
B. DEIAIIS In Containment Buildino Unit 1 0 elevation 860 in the RPI Room, reouest authorization to coat the exoosed cortion of the crout under the four base olates for the Ther noccuole Reference Junction Boxes No. TBX-0AE-LTJ-01 & 02 after 72 he cure. SOLUTION- Grout under the sub_iect base olates is coroximatelv 3/4" thick , therefore. the exoosed area of crout wi i be minimal. In addition, three day break of the subiect crout e9 ibited strencths creater than 4.000 PSI therefore. authorizatien to acoTv crotective coatinos to the exoosed crout under the above eouioment base clates is
. - . _ - __.....'e. .
JOB NO. 35-1195 y==n c n c I V e s'em.
- 4. swruc:M DOCCMINTATIOT: g atECEiVEb0
- 5. APPPOVAL SIGA"CRES: MW/sgf l'-12-83 .
A. CRIGINAICR: N M's?A:/ DATS / / ,' c8 3 B. DESIGi REPRESENIATT/E: h cb DA'IE /'[2-O
- 6. VEZCR TRANSMII"AL PECGIRD: YES NO yy
- 7. ST N APD DISTRIEL7ICN:
AEES (Criginal) (1) CCA ECF.M 11-80 Ctalityd:ngineerirx; (1) Arun. Fev 7-82
. 'IS for Crig. Design . (1)
West #.cf;euse-site (1), . Civil Engineering (1)
~' -- ' - - - -
I :. .~ .~;- -. .. .
== - -- :. . -- _. : - 2 ----- :---
.--..m . , _
. _ _.. - . . ~ . _.- _ . . . . . . . . . _ _ _ . . . . . _ _ _ . . . .
SPEC,HAR,TUGC0(2)AM(4) PAGE 1 CF 1 CEAV E ECEX:CEI e C2ANCE Pr.AK STEAM ELECTRIC STATIOT
. : II q DESIGN GANGE ACTECRI::ATICN :III XX i
?-
; (WIII) ()fII3XN7%) BE INCCRPCFATED Di DESIGl CCCO!EC DCA NO. 15,721 Rev. 1
-i 1. SAFEW REIATED ICCCMDiT: XX YES NO I .
,1 2. CRIG2iA"CR: CPPE XX CRIGINAL DESIQiER i 3. DESCRIPTICN:
i
, A. APPLICABLE SRSZ/tK /J3 255:II 2323-AS-31 REV. 1 i
B. DEmIIS THIS REVISION VOIDS AND SUPERSEDES DCA-15,721 Rev. O. Section 6.9 Paracraoh C. Revise as follows: Holidays, skios and pinholes shall be detected by visual inscection and the use of a holiday detector for the Containment liner. Holidavs, skies, and cinholes for other coated areas and/or item shall be visual insoection oniv. Holidav dectors utilized shall be coerated at a voltace that will not destroy the inteority of the coatino i such that it will not oerform to the reouirements of ANSI 101.2. The coatino
! . inspection acency shall furnish holidav detectors, scratch ouaces, and other soecial insoection eouiement if needed.
35-1190
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- 4. sum.amdG DDCCMENTATICN:
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- 5. APPPCNAL SIGiAIrRES: MW/sgr 6-10-83 A. CRIGEUCOR: e # DATE b!/d!
i B. DESIGi REPRESDCATIVE: OO h DAIE b /0 3 f 6. VENCCR TR*4GMID1 RECUIRED: YES NO XX
- 7. SU2CAFD DIS'IRISC"'ICN:
AFNS (Crigir.al) (1) Peter Bush-QA Spec. Spyr. (1) CCA .TFM 30 Cuality Ehgir.eeri.g (1) Civil Engineerino (1) Ac=r.. Fev 7-a2 IS for Orig. resign g) West.ir.cheuse-site (1) (;4 ggy 4
. (1) 7
SPEC, HAH TUGC0 (2), AM (4)
. PAGE 1 T 1 GANGE IEEX:CEI CmANCEE PEAK SM ELECTRIC SMCN : II CESIGi CHANGE ALT.iORIZATICN :III XX (WI33) (WIII NOr) BE INCORPORATED IN DESIGN DOCmDTI DCA NO. 15.959
- 1. SAFETY RELAT!D ECC3ENT: XX ES,_NO
- 2. CRIGINAICR: CPPE XX ORIM DESIGiER
- 3. CESCRIFrICN:
i A. APPLICABLE SPEC M ' M ' 2323-AS-31 REV. 1 B. CETAIIS In Safecuard Buildino Unit 1 Room d56 recuest authorization to olace orotective coatinas over concrete recair cerfomed in the sumo lo~cated @ B-S and 2' south of 7.75 orier to 28 dav cure. SOLUTION: Concrete reoair in the sumo was cerfomed utilizine Embe.co 636 which is a hich earlv strenoth crout. Also. recair to the some involved 0niv a small amount of area and death, therefore, authorization to acolv erotective coatinos to the above sumo orier to 28 day cure on concrete recair is eranted orovidinc 7 dav cure is satisfied.
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- 4. :mmcM EOCDENIATICN: Jqfj g .
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- 5. APPPCVAL SIGL*URES: MW/sgf 1-28-83 A. CRIGINATCR:- MY - d DATE /_ E 8-8]
B. DESIGN REPRESDirATIVE: CAIT /-28-8 8
- 6. VENECR TPANM RECCIRED: YES NO XX l 7. STANCARD DISTRIEUr!CN: , _ , ,_ ,,
ARMS (C-iginal) (1) DCA FCPM 11-80 I Quality wN ineering (1) Ac::un. Fev 7-82 ! ':S for Orig. Eesign . (1) ! Westinlc cuse-Site (1)_ . . . Civil Engineering (1) l -_ - __- - - . . _ _ - _ . _ . _ . . _ . . . . . _ . . . . - . . . . _ . .._ _ _ . . _ _ _ . . _ .
o SPEC, HAH, TUGCO (2), AM (4) Page 1 Cr 1 CHANGE INDEX:OEI CCMANCHE PEAK STEAM ELECTRIC STATIN : II DESIGN CHANGE Af7DiCRIZATICN :III XX (WILL) 10tIlCXXNII BE INCORPCRATED IN DESIG 00CLV.ENT DCA NO. 16,106
- 1. SAFEIY REMTID CCCEr: XX YES NO
- 2. ORIGINAIOR: CPPE XX CRIGINAL DESIGNER
- 3. DESCRIPTICN:
A. APPLICABLE SPEC / W )- vr 2323-AS-31 REV. 1 B. DETAIIS In Containment structures various tube steel succorts which do not have end caos, have coatino on interior which has been ao' o lied with-out QC insoection and oossibly over rusted steel . Recuest clarification on this item. Solution: If coating failed from these areas it would do so in a sooradic manner and involve only minute amounts of coatings. Gross coating failure causing cloggina c' the Cnntainr:or.t snray nunos from these areas is - not likely. Coatinos extendino into ocen tube steel memebers resultino from soray ocerations cerformed on the ends & exterior of the member is accectable. 35__-1195 MCUtiVtO
- 4. SUPPORTING DOCCMS"MICN:
F] 1C iM- n v . . . . m, M::L... /k*. Id . i.*.: .4
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v pow.Lg, e&NW 5Y krl
- 5. APPROVAL SIGNATURES:
M4/sgf W@ 2-7-83 A. CRIGINAICR: M// , /_ DATE 7_ _ 7 - 8 3 B. DESIG REPRESENTA : 26 DATE 2'b'N
- 6. VDEX:R TRANSMI"T7d. Fiv;uiD: YES NO XX
- 7. STANDARD DIS'IRIBUTICN:
ARMS (Original) (1) ECA PCRM 11-80 Qualicy dhgineering (1) Acm:n. .=av 7-62
'IS for Crig. Design (1)
Westinghouse-site (1)
M c M 3 4l%_ M 55 M M N ! M W d d N % 9 @ d W d $ W S?d "! % 4 M M35MS$ :.
. w.4 K SPEC, EAH, TUCCO (2), AM (4)
Page T CP I ,. CHAN T INDEX:CEI CDiANCEE PEAK STET-M EIECTRIC STATIOT : II DESIGi C4ANGE AC'DiCRIZATIOT :III ^^ (LttM (h*III, NOr) BE G:C??JArED IN DESIG1 DOC *JIiT DCA NO. 16,151
- 1. SAFETY RELATED DrJSC: XX YES NO
- 2. CRIGDIA'IOR: CPPE XX ORIGINAL DESIGTER
- 3. DESCRIPTICN: ..
A. APPLICABLE SPEC)C5iE D3IU W 2323-AS-31 PSV. 1 - - B. DE"J' DIS In Reactor Buildino Unit 1 & 2 numerous universal joints used in conjunction with valve reach rods would be damaced if surface oreo3 ration in accordance with the above acclicable scecification was cerformed. Recuest clarification for coatino recuirements. Solution: Universal joints for valve reach rods in the containment structures shall be coated under 232'-AS-30 guidelines, however,. AS-31 soecified coatings shall be utilized. .
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- 4. sue _%u:a DOCmenTIOI: DOCU EpjT .c . L
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- 5. APPPcvAL SIsr,arRES: Mw/sgf 2-8-83 A. CRIGINAICR: M 4/7 > DATE 2-O -$ 3 B. DESIGi REPRESE: N : C#ffd DATE 2-8-83 1 i5. VENDCR TPR&.I"'DJ., RECCIRED: YES NO XX
- 7. STANDARD DISTRIBLT Gi
- *
, - AINS (Criginal) (1) IX'A ECPM 11-80 i . Quality.Ehgineerirg (1) Ac:: tin. Eev 7-82 ! TS for Orig. Design (1) . I *iest.inghet:se-Aite r (1) . l
.. . _ _ , . . .- . n . . . - - . .~ . . - - _ _ - . . . -- ~
.. _ .. .. ......t... . .. _ ... . . .... .
i SIECo HA'!, WGC0 (2), AM '(4) Page 1 CF 1 i CHAtK2 INDEX:OEI CCHANCHE PEAK STEAM EIICTRIC STATICN : II DESIGN GANGE MJniORIZATICN :III XY i f 1 (MII)9 (WIIL Nor) BE INCORPORATC IN DESIGN DOCCMDC DCA SO. 16,212 1 SAFEit PILATD ECCJ!EC: XX YES NO
- 2. ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTICN: ,,
j 'A. APPLICABLE SPEC /CMtVax wuui 2323-AS-31 REV. 1 1 { .B. DETAILS In Reactor Buildino Unit 1 the RC Drain Tank Heat Exchancer @ AZ 85' elevation 808'-0" floor elevation. (#TBX t!PAHRD-01) has been installed without orevious coating aoolied to the nuts & bolts on the
- ecuipment.
Request clarification of the surface precaration & coating of these j . items. Solution, surfm preparation of the above bolts shall be a minimum 4 SSPC SP6 or equal. All remM ning criteria of AS-31 shall remain as is for the subject items.
- 35-1195 n coti y t u
. rtS 1119ej
- 4. SMRmG DOCmDEATICN:
MENT CONTROL rre / eQN. N A W $lY5?h b
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- 5. APPPCAL SIGNAIURES: MW/sgf 2-1
~
A. ORIGINATOR: k/> DATE 2-//-O3 B. DESIGT PIPRESECATIVE.! O[fk DATE 2"//- b b
- 6. VENDOR TPASSMII"aL PICOIPID: YES to XX
- 7. STANDARD DISTRIBUTICN:
ABMS (Original) (1) Ron tiichels-0A Spec. Sovr. (1) DCA FCRM 11-80 4 Quality.Er.gineering (1) Ic un. Fev 7-82 TS for Orig. Design . (I) .
- dest.inghouse-Aite (1)
- - , - , . .-. - , ,-n,, -,,w,- -
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~ SPEC, HAH,TUGC0(2),AM(4) - Page~1 CF 1 C3.At:GE DEEX:CEI CTANCHE FDX S T.'-ht E:IC RIC S".'ATIOT : II CESIGT CG.NGE ACTECRI'A"'ICN _ :III xx 4
(WIU.) (WIII. NCfr) BE INCCE?CFATID IN CESIG1 CCD'IC CCA No.16,230 Rev. I
- 1. SAFEll REIATID CCC7EC: XX YES NO
- 2. CRIGDETCR: CPPE XX CRIGERL CESIGIER
- 3. CE.M.u m CN:
A. APPLICABLE SPEC /2*C)C:ccxDrr 2323-AS-31 ret. 1* B. DE:AIIS THIS REVISION VOIDS AND SUPERSEDES DCA-16,230 Rev. O. [ Recuest clarification concernine acceotability of contaminants in toccoats for steel and concrete and the removal thereof. Also recuest clarification of gloss recuirements for recair areas on toccoats. . i
\ }' SOLUTION: In ceneral, foreign contaminants are not acceotable in costings and must I
be removed. If the contamination can be removed without affectino the continuity of the system, this may be accomolished bv abrasion, as recuired,0f the surface.
,1 Reccatino of the area after contaminant removal need not be reovired if the coatina system thickness is within crocedural limits. Too coated areas which have been .( -
abraided for various reasons, i .e. runs , sacs, hich millace, etc. , and are within
)
acceotable crocedural thickness .followino the recair, do not_recuire recoatino for gioss ennancing. gg
- 4. SI FK:E"D;G CCCCMED_TICN: 7
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- 5. AFFFCVAL SIGiAC;FIS: . IN/sgr 7-5-83 A. CRIGUETCR: 1 ,.4/ [M/' CATE .
7!_ (2 3 B. CESIGI REFFISDTIA" TIE b /.D CATI 67 - -
- 6. 'IEiCCR T?AW..I"'Dl, FICU! RED: *E.S NO */ X
- 7. SDNCAFD CIST?IEC"!OI:
AF.MS (Criginal) (1) Peter Bush-QA Soec. Sovr. (1) CA FTF.M 11-5C Cuality.D.gineering (1) Civil Engineering (1) A=:n. fev 7-a2 TS for Crig. Cesign (1) Westinghcuse-Mite (1) e Y ~*-*: 7.. . - . --r n:T. -- . - ' ~ ~ ' ~"
~ ~ - ~ ~
7 SPEC, HAH IUGC0 (2), AM (4)
. -iG 2
. GANGE INDEX:OEI COMANCHE PEAK STEAM EIECTRIC STATICN : II DESIGN GANGE AUISORIZATION :III AA _
(NZIE) (WIIL Nor) BE INCCRPORATID IN DESIGN DCCCMDC DCA NO. 16537
- 1. SAFEIr muc!D DCCINENT: XX YES- NO
- 2. CRIGINAICR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTICN: <
A. 2323-AS-31 APPLICABIZ SPEC /ENGN _ B. DEMIIS In the fuel transfer canal in the Fuel Building at elevation 824'-6", recuest the use of NUTkC #10 as a concrete sealer for oroutino nerfomed for the installation of lead shielding around the Fue) __ transfer tube. The acolication of Nutec #10 will allow coating ooerations to croceded orier to 28 dav cure of the arout." SOLUTION: The use of Nutec 10 as a concrete or grout sealer to allow coating prior to 28 day cure is acceptable in the above area; however, the following parameters shall be followed. (1) If curing comoound other than Nutec #10 is present, it shall be removed by blast coerations orier to coating with Nutec #10. (2) Nutec #10 shall be thinned from 20%-40% for application. _3 5 - 119 5 (Continued on Page 2) N t U d l \/ { g t DCA-8451~ ?/.C 0: I!:? vvuur
- 5. APPICVAL SIGNAm!S: !".l/cw March 4,198' N i CONTRiOl.
A. CRIGINATOR: t24 [/ DATE 3-4-83 B. DESICN REPRESD.TA : $ cub DATE 3'l-83
- 6. VD.'COR TPAW.TI'G.L RECUIPID: YES NO XX
- 7. STANDARD DISTRIBLTICN:
ARMS (Original) (1) Ron tiichels Spec Scrv. (1) DCA FCFM 11-60 Quality Engineering (1) Ac:nn. Fev 7-62 TS for Orig. tesign (1) Westinghcuse-Site (1) l
,- , PAGE 2 0F 2
.4 f DCA-16537
~
(4)
- Refer to the manufacturers product data sheet for Nutec #10 general application and safety data.
(5) Application of Nutec #10 shall be by applicators qualified for concrete protective coating application in Level I and II areas. (6) TopcoatingofNutec#10withtheapprovedconcreteprotectivecoating system shall not procede until a minimum of 24 hrs. of cure above 50 F surface temperature has elapsed for the applied Nutec #10. NOTE: This applies only to grout cured in excess of 7 days.
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SP EC , SAH ,TUGC0 ( 2) AM(4) Page 1 CF 7 CF.ArGE DIDEX:CEI CCMANCHE PEA'< STFJM EDECTPlc 5"'ATIO.I : II Xx DESIGi CHANGE PIJ~~iCRIZATICM :III (WILL) (WIIL NOT) BE RICCRPORATED DI DESIGI DCCC'.E.-' DC; !:0. 17.la? o.sv. 2
- 1. SAFET'l RELATED DCCCMENT: XX YES NO e%
- 2. CRIGINA'ICR: CPPE XX ORIGr.iAL DESIGIER [ '@Ifh r C. :
- 3. DESC?lPTICN:
A. APPLICABLE. SREW.WDCCCCC 2323-AS-31 RW1 B. DFTAILS THIS REVISION VOIDS AND SUPERSEDES DCA-17,142 Rev. 1. ( . eeouest clarification of toccoatino recuired for the: Maniculator crane
%q %- _ ..
(TBX-FHSCMC-011/ 9 EL. 860'-0" in Reactor Blde. el which was rer ?ived with excori coatino from the vendor. SOLUTIO'l: Patch adhesion tests were oerformed on the subject ecuio:ent oer Paragrach 9.2.2 of AS-31 in the above acolicable soecification with acclicable results. (See attached inscection recorts.) Therefore, Phenoline 305 toccoat by Carboline Coro. shall be acclied utilizinc
~
acclicable site crocedures and the following. (1) After the existing vendor acclied coating is abraided to accectable "non glossy" finish, the surface shall be wiced crior to acclication of 305 tSocoat ei th f,ylol u.ontinuec on eage o s .- . _ . , h C ,v -. ,' ,'i O ' )
- 4. SUPPOPCD:0 ECCDMET.A'"ICN:
k , . . . . .
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- 5. APPFCVAL SIG4A'IURES: GY/sgr . 5-20-83*
A. CRIGINATCR: C -c ^ /. 1 CATE 6 20 I 3 B. DESIOI REPPISE.'TATI*.'E: b5 d ;c; CATE 6*2.$~b 5
- 6. VETCCR TPANS.'!!~"AL PICUIPID: YES NO XX
- 7. STANDAFD DIST?l3L"ICN:
AFF.S (Crigina'.) (1) Peter B;sh-CA Sce:. Sovr (1) CCA KF.'t 11-30 Cuality .Engir.eering (1) Civil Engireering (1) ;d.nn. Rev 7-d2
, ':S for Crig. Cesign (1)
- Westinghouse-Aite (1)
DCA-17,142 Rev. 2 Page 2 of 7 1 to remove loose particles. i (2) Apply Phenoline 305 topcoat to achieve a dry film thick- l ness of 3 to 7 mils. Utilize W.:T gauges during applica-tion to determine pmper thickness and doc' rent results per applicable site procedures to avoid later destruc-tive '.esting to deter :ine thickness of apolied topcoat. _ . . L .a . _. - _ . .. o 1
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l l l l _l l a) Adhesion ta3 P n e r fn_. m pp tn _A minimi.m_n# Oro ee4 l befors f atlure. Record Failure Point .e4?O,pst JH l ( l l~ l I i _l l b) Adhesion test oerforred to a mimimum of 200 csi lvl l l l l before f eilt.re. Record Failure Point 850_asi l ll l l l <- ) Ae.<ine t.e n .in m d_tn a mimi .m_of 2nn nei l before failure. Record Failure Point c 25.= -
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- e. I Recair Work Ccmolete and Documented oer OI-CP-ll'.4 $ l Id I I i l i i l I i i ! I l
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[ cefore failure. Record failure Poin 700 p s t lv1 , I l l b) Adhes ion tes t cerfor tied to a mimimui.1 of 200 csi l' l l l l l before failure. RecerJ Failure Point '700 c c.1 !/I I I I i,-> wi,e.
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a, m i n f__e r. , n _ -_7 00 a c. i l I' l l l before failura. Record Failure Point g&ost l vi l l l l b) Adneston test oerforTned to a mimimum of 200 asi i' ! l l _l 8 I before failure. Record Failure potnt '75u es t l vi- 1 l l t l_. 1 l l l l c_) s a_h < i n n
- - . _e,.e.
- r.rfn- -_ .s en_s m i r 4 m.,. ..n ce o_n_n n.4 i Defore failure. Record Failure Point 3 .Jost lv! l l l .. , ** l l I I 7
i . 4. I Reoair Work Comolete and Documented cer OI-OP-11.4-V l !4 I l l i II I i I i l Ii i ! , I I II i i l i ii 1
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- I Fl l I l at M 5fsi_on e n ef m a-f n,-art
- n a minime,,n n# 700 aci l l_ l I I
{ bieforu failure. Record Failure Point r_,f 5 c:t Ivi ! l l b) Adhesion tes t :erfort' led to a mimimurt of 200 asi l' lI ! I I before failure. Record Failure poin.t 4 Q oci . lui l I l 1 i ei arenac i n n e,e r ,.c rn_ _
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- j l Defers failure. Record F6ilure Point.gJtg_csj l v1__ J_ _
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- e. I Recair Work Cctolete and Documented cer 01-0P-11.4-> l Ivf I l l I I I i l i l i-.I I I II I I I Ii i i I i ',_I I l
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. I I I i i I I i l I I i l i I l I l I ! I I I i 1 I I i1 i i
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'TC M T #^/ SP. C.TE 0 M/C L u CC DEAMS GR TH E C RA N E' Ay;g}
1 1 < al
- Carg 4
j f4.A T'C MC:t a1 [h bl. Ot h ff 2.l [**
.. l U $
- ,, ,,,.3 '~
e 3,. oc iNgpt:T .1 ]l t i 1"
- . _ . . . . _ _ - _ _ ._ , . . _ , , , _ , _ _ _ _ _ , . _ _ _ . , . _ _ _ _ _ . . _ . _ . ~ _ , _ _ . . - . _ _ - _ _ _ . , _ _ _ . _ . . _ . . - , _ . . _ _ _ _ _ . _ . . _ . . - _ . . _ _ _ _ _ _ _
50EC , HAH ,TUGC0(2) , A'4(4) Page 1 CF CFR GE L'OEX:CEI CTRICEE PEAK STE724 ELECTRIC STATICN : II DESIGN GANGE AUTHORIZATICN :III XX (WIG) (WII.L NCTf) BE INCORPORATED ri DESIGN DDCCMD;T DCA No. 17,475
- 1. SAFEIY RELATED DDCT.ENT: XX IE3 No
- 2. ORIGINATOR: CPPE XX ORIGINAL DESIGiER
- 3. DESCRIPTICI:
A. APPLICABLE SPIM"'/DCCUXE ;T ' 2323-AS-31 1 B. DEIAILS In Reactor' Buildings Unit 1 and 2, installed bolts, nuts and 1 washers which recuire coatina under AS-31 soecification recuirements shall receive a minimum surface orecaration ecual to SSPC SP6 unless otherwise noted. l TheoreviousrecuirementofSSPCSP10surfaceorecarationontheseinstalied items is not oossible due to orobable damace to surroundino ecuiement and coatings.' In addition to the above, continuity testina recuired for the listed l j items shall be visual only.
. 35-1195__
( ;-! R tUclV tu
. 4. SUPiORTING CCCG!ENTATICN: I'N
+
uwu m cm -- --
- 5. APPPOVAL SIGIA'IURES: M.4/ sgr 5-25-83 j A. ORIGINAIOR: ,W [, ./ / CATE ( !2 [ h }
B. DESIGT REPPISD;TA IVE: h, DATE, f 2 ,93-
- 6. VD CCR TFANEMITIAL PICUIRED: YES NO XX
- 7. S'IANDA D DISTRISCTICI:
, AFF.S (Original) (1) Peter Bush-QA Scec. Sovr. (1) ECA ECF.M 11-B0 Cuality. Engineering (1) Civil Engineering (1) ;e an. Rev 7-a2 TS for Orig. Cesign (1) R;e h. 6 Ar ht.r O) l -f WesW.ghcuse-4f te (1) 8
.--~--- -
n~.-, , . . . . . ,
SPEC,XXH,TUGC0(2),AM(4) Page'1 cP 1 CHANGE INDEX:CEI CDMANCHE PEAK STE',M ELcTIRIC STATICN : II DESIGi GANGE AUNCRIZATICN :III xx (1lEM() (WIIL tCr) BE INCCRPCPATED IN DESIGT DXD.DTP CCA NO. 17,758
- 1. SAFEIT REIATED DXWINT: XX YES NO
- 2. CRIGINATOR: CPPE XX CRIGINAL DESIGIER
- 3. DESCRIPTICN:
- j. A. APPLICABLE SPEC /3NIXIM5JXT 2323-AS-31 REV. 1 t
; B. DETAII.S Clarification is reouested on coatino recuirements for --
l . 2 cear boxes, U-joints and associated ecuiement located on the Polar Crane
?
and rotating olatfonn in Reactor Building #1 and #2. Because of the confinuration o' this ecuicment it is not oossible to coat these items i
; as recuired oer AS-31 s: e-J.% cations. soumnN: Do to the confiar:nuth
? of the items listed above, coatino shall be acolied in accordance with 2323-AS-30: however. 2323-AS-31 soecifiej ecatinos snall be utilized. OC insoection is not recuired. b
~' O c- , _ _ -
M n'e2nMM Mit '"
', .Ill?f 1 . __
D' 9/, - 3 .
) -a coa -
'j 4. SUPMETING DCCm DCATICN:
1 DOCUMENT CONTpnr i 1 t l S. APPPCVAL SIGiAniRES: GY/sgr 6-17-83 A. CRIGINAIGR: h///. . e gs'.z/ - 4 DATE d- /7- D i B. DESIGi PIPPISE:iTATL : oc th DATE G,-D- 8 3 l
.j 6. VDi:rR TPANSMITIAL PICUIPID_: YES 10 XX i
- 7. Sr.NDAFD DIST9230TIci:
I
- ATP.S (Original) (1) Peter Bush-QA Spec. Sovr. CCA FCPM 11-80 l Gualicy. Engineering (1) Civil Engineering . Mun. Rev 7-62
- j. TS for Orig. Design ..(1) H Williams-Civil QC Sovr.(1)
Westinghouse-M te (1) kiO bbcb;e 2 ..a....: .. . . .,_i:.23 ,.- ...
,. ,.s
~
SPEC, HAH, TUGC0(2),AM(4) Pasi 1 CF 1 CHANGE D.CEX:OEI COMANCHE PEAK STFA*4 ELECTRIC STATIO: : II DESIGN CWiGE ACniC?l7JCICN :III xx
};C.C;) (WIII NO!') SS D!CORPCFATO IN DESIGI CCC*OEC DCA ::0. 17.391
- 1. ' SAFETY FIIATE DCCGCC: XX YES NO
- 2. CRIGDIATOR: CPPE XX ORIGINAL DESIGIER
. 3. DESCRIPTICN:
A. APPLICABLE SPEC /ml!T/I^ ' o-w 2323-AS-31 FIV. 1 B. DEIAIIS Clarification is recuired on coating r_ecuirements for the
~
175 ton and 20 ton block and associated ecuiement located on the Polcr Crane in Reactor 1 & 2. Because of the conficuration of this ecuiement it is act cossible to coat these items as recuired oer AS-31 Soecification. i SOLUTION- Do to the conficuration of the items listed above. coatinc shall be acclied in accordance with 2323-AS-30: however, 2323-AS-31 soecified coatinos shall be utilized. OC insoection is not recuired. A~ I W TRh . M ,,W ?? mag & I . O t~ W4.2,h~ 11 ds ~. Ys) re
- a. --- .
- 4. SumRTn:G tawE:cATICN: RECEIVF.D#.
b mn o s !@
- 5. APPPOAL SIGGIUFIS: GY/sgr DOCUMEy_T 2 E93'I
~
t j / A. CRIGINA'ICR: M/76/! f S!/./ /d VI DATE [-87-8y B. DESIGi FIPPISD.'TATI'v : r/ DATE b Y b b
- 6. VECCR TPI,NSMITIAL FICUIFID: YF.S NO XX
- 7. SU.NDAED DIST?lECTICN:
AFFS (Criginal) (1) Peter Sush-GA Soic; ve. (1) ECA Fo?.! 11-20 Cuality. Engineering (1) Civ1: nginee<1ng (1) M_m n. .:e/ 7-o2 g TS for Crig. Cesiga .(!) i *destinghouse ';ite '(1) G
SPEC, HAH,TUGC0(2),AM Page'1 CF 1 CEANGE D;CEX:CE-C2ANCHE FEAK SEM C"r C'."RIC S':'ATICT : II DESIQi CHANGE ALN.I::A"'!CN :III xx
. _ ('JtI23) (WIIL NCT) SE Da.c v,vA5D Di CESIGT CCC:MC;T CCA 3D. 18.143
- 1. SAeT Y RELAH D 5:C MDC: XX YES NO .
- 2. CR.M"CR: CFFE XX CRIGElAL CESIGiER
- 3. CienCN:
A. APPLICAELE SPE/CH3MU 2323-AS-31 REv. 1 - B. DE': AILS Problems have arisen in olacino coatinc code nuEbers on shims and washer olates' utilized in Reactor Buildine Unit I and 2. SOLUTION: Shims and washer olates which have outside dimensions of 21/2" x 21/2" or less. recardless of thickness. shall no recuire a unicue coatinc code number. Full traceability of these items cannot be maintained without the coatina code numbers, therefore. acolication of coatino shall be under 2323-AS-30 cuidelines. Coatinos utilized shall be as soecified in 2323-AS-31 Soecification. A 3 5 - 1193m
# 4>
InfAY.n. R E C t. I v ' "
- 4. SL _cc_ss Eccc4rmTICN. y tygp '.49: j ,. jgt 191983 ~
Qf-h l?Q~l:.s t u,,.3 5:t .
, m-r= Ot NgCCUMt W ' "
- 5. AFFFCW.L SIGIAICFIS: MW/sgr 7-18-83 A. CRIGDW:CR: (M/ hF CATE 7-/M-h 's B. CESIGT FIFFISET."AT!'JE: b ic h CA"'E 7 - @ -8
- 6. VE;CCR "'F1liS'4!""s".L FICUEED: YES !D XX
.7. STE'CAFD DIS *"R*EL"ICI:
AFMS (Criginal) (1) Peter Bush-0A S;:ec. S;;vr. (1) CCA itFM 11-E0 Cualief .Fr.gineering (1) Civil Engineering (1) A=1n. .:av 7-62 s "S
. for Orig. Design (1) , ,. *destinghcuse-Ait.e (1)
- s
p Page 1 CF 1 f ( C3'RiCSE PEAK STT.AM E:IC'"RIC STV"!Ci CWiG DCEX:CEI
- II I
y CESIGi CWiGE AL"5CRIZATIOi :III u ("#IZZ) ("4III. BCT) EE INCORPCRATED El CESIGI DrJa'r CCA 10. 18,177
- 1. SAFE:'Y REIATED DDCQ'.DIT: XX YES to i; 4Gb
- 2. CRIGriA':CR: CPPE XX CRIGriAL CESIGiER
'T ;. ,n
- 3. CESCRI7fICN:
%e A. AFPLICASIZ SPEC /::GGN 2323-AS-31 % . 1
, B. ,CEIAIIS Clarification is recuested for oaintina recuirements of
( le the Pneumatic cylinders for accosed blade HVAC damcers in Reactor Buildinc el and 2. SOLUTION: The above evlinders shall be coated under AS-31 recuirements exceot for areas 1/2" from exoosed casket or seal materials and 1/2" around the cerimeter of cenetratino comoonents includine ths. cenetratine
- comoonent itsel f.
I t o c- , ._
... v v
' " .t .1 y o R ECplu c m
-v
.Irrt n. ..._
~ - cea
- 4. SUPECR"ING E2LTQi:
DCCUMENTcnnron,
~
l 5. APFoCv7J, SIGIA UFI:5: MW/sgr 7-20-83 A. CFlGDIA'ICR: rvy /a /> k CJCE7'2+ 6j 6.
- s. CEsIci REsprStr.AT!vd:
VC,'CCR TPANSMI"AL FICC!?ID: YES 6thh 10 XX C; E T-zo a3 -
, 7. S ..NCAED CIS-":lSCTICi:
AF.vs ( M gina.1) (1) Peter Bush-QA Soec. Scvr. (1) DCA EtFM :1-30 Cuality .D gir.eeri:g (1) Civil Engineering (1) ;c.'.n. Fev 7--2
':S for Crig. Cesign (I)
, ' des inghcuse-<lce (1) 7 L
.\ .. , . : :,3 , . .
_. . . .+, ~y- g:3.,
.:,,%, 3_ , . ..
SPEC,EAH,TI?GCO(2),AM , Page'1 CF 1 CS2XE 0;DEC:CE-C:'2tANGE FEAK STU21 E*.ZC"?lC S-J"IOT : II CESIGi GANGE AU:5CFl!.'CICI :III yx ('4III) ~ (CE22D322) SE DiCCRPCFac Di CESIGT CCC'JL':' CG 10. 18,330
- 1. SAFEf? PILATED CCCO{DIT: XX YES NO l _ 2. CRI M TCR: CPPE -XX CRIGEIAL DESIGiER
} 3. DESCRIPI'ICN: A. APPLICAEII SPEC /33bdi.-.m=t2 2323-AS-31 FIV. 1' B. CCAIIS in Accendix B of the above acclicable soecification . Under -l
.I CPSESa o int Schedule Area I. add the followino statement after the headinc
" Col o r " - Color " White" may be utilized as alternate color for any of the
-(. colors soecified below. This includes initial aco14 cation. recoatine. l or for' finish coat reoairs. i 44Qb - i 3%$N W -l fG*' ,isc93 l- $bV' -ent 3; . I. l sR$YT vv-GU" ' t
- 4. StT.WTM CCC2Di'D.TICN: .
/f M4 .
I
"' b-j-
. 5. APFFCVAL SIGiATGIS: PW/sgr S'4-83 . ,,
'I A. CRIGDOJ:OR:
~
A*;j l f>fh/ CATE , 8"$ B. CESIGi FIPFISDi A". TIE: N d CATE
-93 ,
- 6. -VEIDCR TN2iSMI-':'71 F.ECUIFID: YES 10 XX e
1
- 7. Src2 CAFD Dime"IOT:
?
AF."S (Crigi a.1) (1) Peter Sush-0A Scec. Sovr. (1) CCA FC.:.M 11-30 Cuality.E.gi.eeri..s (1) Civil Engineering (1) Ar r.. Fei -62
. TS for Orig. Cesigr. (1) TUGC0 (1)
- dest.i .ghetse-Aita (1) 69* v M e.- e'ePG egMD
- e m . N- 6_ GD-gpn. p Demme em y egge. p ene OG e m ehm mig a me r > e . .
c_c ,- - u, . um . [h[ : >:- Y 9 b % .- SPEC. HAH,TUGC0(2),AM i
. Page 1 CF 1_ {
i CEmGE n;cc::CII r
- : II }
CTRICSE PDZ SIDM E*ECIPIC S*'ATIQi :III XX ' . CESIGi C3.ASGE ABIECRII.ATICN . ( CCA NO. 18,416- . (WIII) -('AII1XXCT) BE CAc uCiWIE Di CESIGi CCC'J.EC NO
- 1. SAFEIY PEATE IDCOd.CC: XX_yES ,
- 2. CRIGHIATCR: CPPE XX _CRIGIG1 DESIGiER
- 3. C C u niCN:
2323-AS-31 REv. 1
- A. APPLICABI.E 5HT/tHG4s A13I B. DECUI.S Difficulties have arisin in obtaininc a surface orecaration Recuest that surface on welds ecual to SSPC-SP-10 bv means of power tools.
orecaration with cleanliness ecual to SSPC-SP-6 on weld areas Solution: tihen oerformina crecaration for in Reactor Buildine Unit 1 & 2. l coatina with oower tools on installed items, surface orecaration cerformed in i d l the weld areas shall vield a minimum surface cleanliness direction. ecual to th This area may extend uo to 1" from the weld in any j of SSPC-SP-6. Power tooline may be oerformed with, but not limited to, N tools utilizinc 3M h:' . _ 7 ~" ' - clean-n-stri& cads. fiacoer wheels , _f:%((gr..
.. h.
. , ' E%
n _r- , Siuu.;A CDC'2.";D.".T.01: a 4. , AUG10 1933 .j __ /
,j DOCUMENT CONTROL d 8-15-83 '
- 5. APPPCW1 SIGiAIUFIS: MW/sgr 6v4MJ CATE 8 -/5-B f h[ A. CRIGINAICa:_
Nw NI *O3 B. CESIGT FIPReirTIAT!*E: bE d .DATE i 0 XX NO 4
- 6. VriICR "?M;5Mr"_'"el PICCIFID_: *?IS
,.j l 7. 53.NCAFD DIST?JEC'".O!:
'i (1) Peter Bush-0A Soec. Sovr. (1) ;,c::.n. (1) ICA FCFM 11-30
.:4v 7-62 AFMS (Criginal) (1) Civil Engineering
~!
Cus11 y.I:.gir.ee:i.g 1
- TS for Crig. Cesign (1)
*desti::qheese-4te (1) .] ,
,..5PEC TUGC0(2)
.! E C.TJ V g g '
JAtt13ist i I GSSS- g mio 2
~ g;LL kc t.
'CCtdRCiE PEAK STER 4 EI.ECTRIC STATICN MSIGi GRGE AUI"iCRI*,ATICN MM (WIII tCT) SE DCRPCFATED ni CESIG1 W.EC CCA NO.18,510 Rev.1
- 1. SAFETY REIATED CCCCMair: XX YES to
- 2. CRIGINA'ICR: GPE XX CRIGINAC CESIGIER
- 3. Ct s. -<.IFFICN:
A. APPI.ICABIZ SPEC /"ETCCtmyd( 2323-AS-31 REV. 1 B. DCAII.S THIS DeVISION VOIDS AND SUPERSEDES DCA 18,510 Rev. O. N, N in Reactor Buildino Unit 1 & 2, installed bolts, nuts, washers, anchor kn1+el e, + bra = dad nnrtinne of bancer rods. turn buckles, etc3 which are to
^ -
.. , 4 v . ,, ,,, + o r + 4 v ,- e 3 + 4 a eh=11 re, eive said coatinos under Soecification 9,9,_as.in -=+ho- +han ae 11- Th4e fe dua'+c cossible da, ace to existino surrounding coatings and equipment if preparation is perfomed per AS-31 and due to the limited amount of coating acclied to each item.,2 3
,e , . . , .
(Continued on Page 2). __
, ((g$ . g Q O - 1. g .o:- .%
a . S a pC e nc CeCm E cATICs: R E C Ef~ E!!!f, "4. f'% ^
$5, JAN 3 01964 *g.
- s. APPPcvAt. SIG m uRES: Mw/bwb DOCUMENT ComiROLA A. CRIGnw:cR: Y+7 o n. /_l,/f/. CA E / // 7/b @
B. CESIGi F.EPRESCtrA*IE: Me CATE / /-7dW C. CESIGi EEVIEf PRICR 'IO ISSUE: bo, CATE i ' #1 - S 4
- 6. VCER PEIA'IID CHAtCE vv NO P.O. !CGER
- 7. S"'Ah"2 DISTRIEUIICN:
.. ... . Ams (.CRIGIsAL) (1) Mark Welch-QA Spec. Spyr. (1)
CUAI.ITT cunr?.ERnc (1) Civ11 Engineering (1) DC G ECR CRIG. CESIGi (1) B.K. Bhujang-Civil / Structural
~
(wg ' Q Design Review Grouc CCA Ftm 9-33 (1) (
,i -
'n e .l e. w ~"
_.. . . W *-
% 6d;Y. - vw p.. n + % i-mae" n f c.=.TU'.. . . ~~ l.Y'=***T~~~* M~'" '- " .w .-w t ' ~~~ ~ ~
. . . . . . - ..- . - . - - . . . . - . .. ..e . .
~
DCA-18,510 P.ev. 1 i Page 2 of 2 B. DETAIL.S (cont.) Material applied to the abosa items shall be as specified in 2323-AS-31. 1 1/2", 2 or 21/2" anc. hor bolts which are not utilized for suoports shall receive Nutec 1201 toccoat rather than Phenoli.te 305. e e
== _ . eme> - ** o eee ece * -e e ee O
e
*J
SPEC, HAH,TUGC0(2),AM
. Page 1 CF 1 CHANGE DiDEX:OEI CCP.ANCHE PEAK STr.A'4' EIICTRIC STATICti : II DESIGN GANGE AUTHORIZATICN :III xx (WIII) (NIGX,'tKX:Q BE D:CORPOPATE Di DESIGT DDCOLLNT DCA NO. 18,576
- 1. SAFEIY REIATED DOCOENT: XX YES NO
- 2. ORIGINA'ICR: CPPE XX ORIGDGL DESIGiER
- 3. DESCRIPTICN:
A. APPLICABIZ SPEC)CII/a.m.:mu 2323-AS-31 PEV. 1 B. DE" AILS To exoand the scooe of recairability of oainted steel coatinc systems in the Reactor Buildinos. the followino shall be added to the above
' aoolicable soecification:
(1) Add the followino new item to Accendix "A" Table A-1. C0ATING TYPE OF % SOLIDS BY % ZINC ITEM # COATING VOLUME MANUFACTURER PRODUCT NAME & NO. DRY FILM PC-P-6 EP0XY- RESIN 72% CARBOLINE CARBOLINE 191 PRIMER - s POLYAMIC'. CATALYST 65% (2) Add the followino to ' Accendix "A" Table A-2 under the headino for steel: MANUFACTURER PRIMER TOPCOAT CAR 80LINE CARBOLINE 191 PRif1ER PHEN 0LINE 305 FINISH
. m - 4 4 n e-
- 4) 0 - 1 1 './f*f p p r F I VBDA
- 4. SUPPCRTriG DCCmESTATIQ1:
. 5 DOCUMENT CONTFMgg'[fg V
- 5. APPPcvAC SIGiAn.T eS: MW/sgr 8-31-83 A. CRIGINAICR: i A //. [a d/ II DATED?-3/ ,93 B. DESIGi PIPRESciTA b cOhn DATE 6-/-83
- 6. yDIECR TPANSMITD1 RECUIRD: YES NO XX
- 7. S""eli:AFD DISTRIEUTICri:
AF."S (original) (1) Peter Bush-QA Spec. Spyr. (1) ECA FCFM 11-80 Cuality, Engineering (1) Civil Engineering (1) Ac nn. Fav 7-62
'Is fer Orig. Design . (1) '
West.ingheuse-; ice (1) l l
SPEC, HAH,TUGC0(2),AM Page 1 CF 1 CHANGE INDEX:CEI CCMANCHE PEAK S'iTAM ELEC'"RIC STATIG! : II DESIGI CGliGE ACTHCRIZATICN :III XX (WILL) (IEII.X'tXTJ) BE INCCRPOPATED D1 DESIGI DCCCMEiT DCA 50. 18.632
- 1. SAFCI'l PIIATED DOCUMENT: XX YES 10 s s
- 2. ORIGDIA'IGR: CPPE XX ORIGDIAL DESIGiER
'}. 7, ,
- 3. DESCRIPTICN: .; : f. .h
( t,
; ~) ic A. APPLICABLE SPEC /IEG,M"N 2323-AS-31 y d $1 .1 B. DEIAIIS Difficulties have arisen in defining what is a contaminant.
SOLUTION: Incorocrate the following definition of a contaminant to be included as No.12 Accendix D " Definition of Defects" of subiect soecification. Contaminant: A foreign substance. inadvertently added to a coatino or found on a substrate, that adversely affects the acclication, adhesion, curing and/or subsecuent performance of the am lied coating. Atmospheric moisture and condensation can be considered to be substrate contami-nants. as is a solution of mixed fissio<1 oroducts or radioactive nuclides. Note: Definition taken from ASTM " Manual cf Coatina Work for Light-Water Nuclear Power Plant Primary Containment and other Safety Related Facili . -3
- 4. SancRnNG ccccae:TATICN:
35-1195 RECElVED
?r3 3 6 te m
- 5. APPPC'aL SIGt4GIS: TK/sgr 9-8-83 A. CRIGO AICR: 7[// v' h.[ f -
DAE-
# e,h
[d8 B. CESIGi FIPPISCTAT 'E : DATE $ 83
- 6. VDER TPANSMIG1 FICUIPID: T.S 10 XX
- 7. S*DlICAPD DISTRIELTICN:
AFMS (Criginal) (1) PeterEush-QAScec.Sovr.jl) tcA Ecr.M 1 -ec Cuality .Engir.eering (1) Civil Engineering ,1) ;ean p2.f 7-n
'IS for Cng. Design (I)
West.inghcuse-M ce (1)
SPEC, HAH,TUGC0(2),AM
. Pa'ge 1 e i OE'KE INDEX:CEI COMANCHE PEAK S'1:'Ni ELECaIC STATICN : II DESIGN OIANGE ALTIBORIZATICN :III XX DCA NO. 18,657 (WIII) (NZIX190D) BE INCORPORATED IN DESIGi DOCCMENT
- 1. SAFETY RELATED DOCCMENT: XX YES NO
- 2. CRIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTICE: -
-A. APPLICABLE SPEC /2W@uCw.a7 2323-AS-31 REV. 1 B. DEMIIS No provisions are made for recordino unoualified and/or undocumented coatinos in contairvnent.
SOLUTION: Incorocrate the followino as caracraoh 1.1 suboaracraoh E in the specification. An exemot log for orotective coatings shall be maintained. This 100 will be a cart of Dermanent olart records. The log shall describe the item or area coated,the coating system, if known, and the scuare footage of surface involved. All painted surfaces with an unqualified and/or undocumented coating system shall be included on th? lot. N& A_ 35H %7S1%%
<. SuP,e m HG _ Cu, n E C E ' * *'Yig SEP 121983
_-.,u vuuv ..e,ov
- CONTROL
- 5. APPPOVAL SIGNAIURES: TK/sgr 9-12-83 A. CRIGINAIOR: A4/ , % +- A7 9/2A[1 B. DESIGi REPRESCG /E: co b DATE /2!83
- 6. VENIrR TPR&.IT:AL RECUIRED *!ES NO XX
- 7. STANDAFD DISTRIE* J TIQl:
ARMS (Criginal) (1) Peter Bush-QA Spec, Spyr. (1) IfA FCFM 11-80 Quality , Engineering (1) Civil Engineering (1) Acnan. Fev 7-82 TS for Orig. Design . '(1) .
.. .. . .. .... in h- - - - - - - _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ . _ _ . _ . _ _ _ _ , _ _ _
i . ;. ... . _ . _ . . ._ .. , . _ _ . . . . . . . . _ . _ i
. SPEC. HAH,TUGC0(2),AM t
i. PAGE I Ce 1 CCMAhCE PEA'< STEAM ZIIC"'RIC STATION CESIG4 C2RGE ALTHCRIZATION l N (WIIL NtTr) EE INCORPCFATED Di CESIG4 DOCQtDir DCA NO. 13.869
- 1. SAFT Y REIATED tCCC.NDir: XX YES NO
- 2. CRIGINAT R: CPPE ' XX CRIGHE CESIGtER
- 3. CESCRIPTICN:
A. APPI.ICABI.E SPEC /USXEstattt2 2323-AS-31 Pr/. 1 l S. CCAILS Protective Coatino on some oice hancers was burnt or discolored durine Hot Functional Testino. The areas of coatine burnt or discolored durino Not Functional i L Testino need not be recaired and is acceotable. A 35-1195 - ff h RECEIVED
-- - - 4:- - SUPPCitnc toCa*.ctrATICtt: OCT 041983 w umr. 3 6 wea a nvu
- 5. APP!EVAt. SIGNtcJFIS: TK/sgr 10-3-83 A. CPlGU4AK R: u6I CA3// '
M7 B. CESIGi PzPsESc.:A=vt, de/ man, CA2 J/4/as C. CESICI Pr/ICf PRICR TO ISSUE:
- 4 CATE
- 6. VecCR FIIATED CFxnE XX NO YES: P.O. Nt.EBER
- 7. STANCAPD DISTFlELTICN AJP.S (CRIGURI,) (1) Mark Welch QA Scec. Sevr. (1)
CCAI,I?! CGINEERUG (1) Civil Engineering (1) CCG FCR CPJG. CESIGI (1) ecA FCm 9-a3
.ae
. 8 b est . .
SPEC, HAH.TUCCO(2),AM l ] H ECEIVE D ! tl0V 081983 , i . m 17 2 GIBBS & }ilL! Ific. j l CCMANCHE PEAK STEM EMCTRIC STATICN
. DESIGN C3.ANGE MJIHCRIZATION (meco (wIII. Nor) BE INCORPORATED DI CESIGi 00CtNDff CCA NO.18,989 Rev. I
- 1. SAFETY REIATED COCGtDft: XX YES NO
- 2. ORIGINA".VR: CPPE XX ORIGINAI, CESIGNER
- 3. DESCRIPTIGN .
l A. APPI,ICABI.E SPEC /44msefp 2323-AS-31 REv. 1 i s. cerAILS THIS REVISION VOIOS AND SUPERSEDES DCA-18.999 Rev. O. PROBLEM: There is no orovision in the soecification for either coatine or f not coatino exoosed tooxy crout at 'the edce of base olates. Also t
. - / ) -
/' clarification is needed as *o "what is an interface" for coatino l ourcosas where base olat.s meet walls. c.fifnet. er flanre.
~ _
j solUTf0N? The ran*ina of evented .nnyv a-an. 4e an* -ennie.d re ene
.,,..... . 4. 4 --... 4. -,,s. --... .,,.s ....,.. e. -, ..
os 4 9,. u. .s.., r-,,.. 3 y....-,,n.,-.-_-,
. va sisu
,. SuPPeene ceCwarIrIm RECEIVED swvvv mcc
- 5. APPPCVAI, SIGIATURES: X/Sgr DOfd) MENT CONTROL A. CRIGINA"CR* re M CATE N M/
l B. CESIQi REPRESDirATIVE: /h - CATE ~8 M Mi ' l C. DESIGN PEVIEW PRICR "O ISSUES, Ct.T!
, 15!
A 6 .' VDOCR PEIATED CHANGE XX NO P.O. htNBER
- i. 7. STANTARD DISTRIEffrICN:
YES: g&',q y .;.,, , . g AMS (CRIGIMAL) (1) Mark Welch-QA Spec. Sovr. 1) >v- \.
! A' .5 CCALI'I"! CCINEERI!G (1) Civil Engineering 1)
CCIG TCR CRIG. CESIGI (1) %[k+yu. f.S ECA FCm 9-83 1
o- , DCA-18,989 Rev. 1 Page 2 of 2 SOLUTION: coatings to be in accordance with established (Continued) applicable site procedures. Coatings apolied to the above may be applied without QC inspection. Where gap between base plate and wall, ceiling, or floor is less than the gap which requires epoxy grout it shall be considered an interface for coating purposes. It is not expected that coating will bridge gap at all times.
/
.. .. /
4 p+ e t e eo 6 o 5 I l 1 1
r _ S PEC , H AR , TUCCO ( 2) , AM - IRECEIVED I I OCT 261983 PAGE 1 CF 1
- CGES & HILL Inc. --
CCt W CHE PEAK STEAM ELECTPlc STATICN CESIGN C3ANGE AUTECRIZATICN ONCGQ (WIIL NCr) BE DiCORPCRATO IN CESIG1 DOCLMDC CCA 10. 19.050
- 1. SAFETY REIATED CCCLMCC: XX YES NO
- 2. CRIGINATCR: CPPE XX CRIGINAL CESIGJER
. -, s
- 3. DESCRIFFICN *b
.j v .p.? js A. APPLICABLE SPEC /2 NIX 33CJ00ct 2323-AS-31 1E B. CCAILS frPg<
- I!
PROBLEM: There is extreme difficulty in coatino the interior of oice whio restraint bumoers. SOLUTION: The interior of bumoers shall not recuire coatine. Any coatine done will be to best effort and will not reouire insoection. 35-1195 RECEivEu
.t . scPPenrnc tectacCATICu 0CT 311983 0000'1EB" CCF" POL
- 5. APPPC#4 SIG aTURES: K/sgr 10-25-83 A. CRIGINAICPr c>n+-- < CA*E d [-./
B. CESIGi REPPISC CATIVE: 4.* CATE/e!? .I C. CESIGi Fr/IEW PRICR TO ISSUE: /I.x, h! CA*E /d ~ 7Y*fI
- 6. VENECR PEIATED CHAtCE XX No YES: P.O. htESER
- 7. STM.*CAPD DISTRIEUr!CN: .
Am.S (CRIGneM (1) Mark Welch-0A Spec. Spve. (1) CUALITI ccINEERnc' (1) Civil Engineering (1) CC:G FCR CPlG. CESIGi (1) CCA P"FM 9-33
SPEC n*.c.C0(2) L g g r ,; 3 V C O ! I
. g '. .i .5 q I
qss; & mLL h5 - . - i - l PACE I CF I l _- _ _ . - _ i C~twct: Prn nr.m tu;~;R:C 3 A~:Cu l CEstC CWct Junica::AT:Cs (w:tI) (XJtXIX1221 st I:CRPCRATC IN CESIG1 CtnNct; PC.19.126 R.1 , 1 SAFETY RE.ATC C:C.NDfr: XX YES NO ! l l CRICINAf., CESIGiER ,,.1[ , . .- . . - .2 . CRIGINATCR: C7PE XX - . u _.
- 3. CESCR.!?!!CN
[ N yfp[fjj A. APPLICABC.: SPEC /C5QCCCf21CT 2323 35-31 / ef : 1." g i s. ::E A: .s THIS REVISION VOIDS & SUPERSEDES DCA 19.126 Rev. O. Revise section 7.0 paragrach b, subsection 2 as follows: Item 1 - Change second statement to state: " Remove rust and provide a cleaned !
. t
~ ~ ~ ~ ~ ~
roughened surface by use of abrasive blasting or oower tooling as required i . . . - . . j by the coating manufacturer." p - j
~ ~ ~ ~ ~~ \
f tem"~2 - Change third statement to state: ." Roughen and tacer (feather edce)
' ~ ~ ' ~
~~~a djacent un' damaged coatings by hand or power sandino a sufficient amount to I l
. ensure a smooth' continuous final coating system. -
/
=- .: .
, 4. s::ncenc me.:Ane<, .
. . ..____ _.. 35-1195 o c n e e u --
-.a I
JAN 2 0 food ' 5.-"APPC/AE, $!G30t'RES: MW/bwb 1-l'I584 l .. -- A ,- ca:crucCa: M /d d'4/IOCUMasacnMTan6'4 ..
- . - .a . cc:ct.poPzscr:A::v : k[d<%w CATE /- Rhd l
r c- :Esta Pf C U f FRIC R TC :35tlE: P. D.e""~ C.UT b M N l 6. .VCCOR PIr.N:"D C3.A!CE XX tic YES: P.O. :::.:s ct I 7. S NCAFD DIS"RI2t?l'! alt Am.s (CRIC::uf ) (1) Mark Wel:n.QA Scec Spyr. (1) CUA:.::*t c c:NEct::c (Il Civil Enginewing (1) cc:G rea Carc. =cs:=1 t) 8.X. Bhujang. Civil / Structural LCe5%dhc us= ((11 Design Review Group tea rem 9-42 (1)
. t l
\ v q e n . L F l c--
;) k E C .T ! V T D f
. DEC 1319!3 .
.o^ct i er 1 GdTi $ HILL,20C, ;.
7.rncir Pua STElvt Et. ECTR!c STATIced CESIc:: CWCE tcmon:.AT!cu (WIu) WXXrM SE I:CoRPCRATC I:1 CESICI 00:LMOC OCA 20.19,409 ,
- l. SAFErt REIATO CCCW"C: XX YES to
- 2. CRIGIlfA'ICR: CPPE XX CRIGIt!AI. CESIG.'ER
- 3. DESCR.tFrIQit A. APPI.ICABC2 SPEC /CWgfgg;C' 2323.AS.31 PIV. 1
- s. CE;AII.s PROBLEM: The current wording of the specification states:
Par.1.1.b "Excosed steel surfaces rendered inaccessible after shoo assembly shall not recuire field oratective coatino in most cases". There is no - orovision for similiar problems on concrete surfaces. 50t.UTION: Chance sentence to read "Excosed surfaces rendered inaccessible after shoo assembi'/. or durine construction, shall not recuire field neeme+4va m=*iac naeliention in mest cases". &
... giM"" .
1J 9 . ., 5
..u
- 4. SUPPCRrnC COC.P'.CtrATIOi: < h I -
W hy ,. . ') ' 0 0 0fI W td T r h M T P nt 5.
~W APPPcvAI, SICIA*.URES: ., 7K/bwb , -
12-12-83 A. CRIGUIAICR: M *C '>
- 6f CATE / 2 4Ld/ ,,
-< Deh ~ CATE / 2 ~// 7b B. CESIGi PIPFISCCATI'4: ,
C. CESIGl F:CVIEW PRICR T3 ISSUE: h bm h%_--. CATE I2 ~ l Y-b
- 6. VDCCR FI!MED CFRCE XX tio YES: P.O. IC GER
- 7. STMCAPD DISTR!?#r!Cil:
AF.".S (CRICI!!AL) (1) Mark Welch-0A Soec. Sove. (1) CUALI?! CCUTIERItC (1) Civil Engineering (1) CCIU ICR CRIG. CESIGl (1) S.K. Bhujang-Civil / Structural
*' bpo Q) Design Review Greue (1) ccA term 9-83
. /
- x. ~.. '
SPEC.TUCC0(2) l kE CE!V E D I
; J A N G. , .:0 .-4 .
GISBS & $U., fr.c.. j ncE ice- 2 C3%NC"JE PEAK SIENi EI.EC"RIC STATICN CESIG1 CallcE MJIECRI*.ATICN (WII.I.) $3@(XjCp4 BE INCCRPCFATD DI CESIG1 DCCLNCE CCA to.19,622
. 1. SAETI"I REIATED CDCLNOC: vv YES 50
- 2. CRIGHIAICR: C??E vy CRIGINAI. CESIGTER is
- 3. CESCRIFrICNr A. APPIICABIS SPEC /tMtEvt;/.M 2323-AS-31 pry, 1 B. DETAILS Accendix 0 of the above acolicable saecification item 8-Ory Sorsv. ravise the note.followinc accearance.as follows: Accearance - sand- ,
14pa , , , %et like sur4 ca texture on the surface, minor amount of adherent -
@va *erav accacn ble en '4nsi finish ceat. i.,
f;'-ym _ See Page 2 of 2. [~ 4h 4 i. o R hc.h0 in%g/w h E C El%$kjf v
- 4. suPParne cCct~.ccATICN: JAN 2519E4 DOCUMENI UUNinOI.
- 5. APPFCVM SIGo wIs: MW/bwb l-17-84 A. CRIGDIAICR: 7dM [.vb / CAn /-/7 8 h
- s. cEsIci PaPI.secAT[/E: [ /4/, 8 5 M M cATE /~/7-fk C. OEsIci PrnEN Pa!CR 'Io Issue #xues d b, 2 cA-E / - 2 3 - s v.-
- 6. VCER PI!ATD* CJJ1C:" tv NO YES: P.O. NL,NBER
- 7. S*MEAPD DISI CEU"!CN:
AW.S (CRIGnU4) '( 1 ) Mark Welch-0A Spec. Sovr. (1) cc, win con EEanc (1) Civil Engineering (1) DCIG EUR CRIG. OESIO! 8.K. Bhujang-Civil / Structural L.) , & p tA Q') Oesign Review Group (1) ecA n:m 9-a3 .a.s. n , .'%.~.~~'75
, . . , ; . .w..e r NL , . '* ~ ~ ;-- mW 77 7: . w,--'tmvr.mev:w:e .- - - - -- -e- -
- ~
- A-19,622 4ga 'n k
,%b'-5YYSWIn60ea '
,Ih ' f' , L. ,'
,, .ceL% m+vseur - C'--m
, . -re - .dd.Mv.r.m ,e 5
5.
.3 caews CARSoCo stbouis na- -nu Nn .n ?
C B T b o l*1Y1 6 , <... in - g f} . . #'e de 9,9 s massmaine
- t-k.way
. moorino yf P rt OTECTIVE CO ATIN .Gwarzmpaoorino S . riac esotection _
rom commosion assisf arect - , December 2, 1983* f,u y r Mr. Tom Kelly Ebasco / 10175 Richmond Avenue pg Houston, Texas 77042 t .. .f
Subject:
Decentaminable Finish Coats over Carbo Cinc 11 }#g ( 1983 letter. $'b This letter supercedes November 30,
Reference:
N:.<
Dear Tom:
f'j j4 Please inable. be advised that CarboSome Zincmaterials 11, by itself, is deconta perform k',/j the substrate even more decontaminable.As you are aware, both i Carboline bility U;'j i-this function better than others.191HB and Irregularities h and,Phenoline 305 (ty
.n and were found to be suitable for that purpose.such Tha ability as orange r p from an aesthetic viewpoint, may be less desirable.k decontamination I to easier.
seal the sinc primer is what is important to ma eAs long asj? the the primer, the surface is decontaminable. 1 M helps. a Best regards, Y j) a - lVXhy ir Steven J. Harrison Power Industry Specialist mkm/1/616 Kelly cc: /113.003Mr. Charles Rushing /Mr. Seymour Fiebach/ '
~ ~ _
Mr. Dan McBride/Mr. Paul Lit: singer t k p l-
\
l
,~~'fg -
cARecuNE COMP,g ANY
- 350 ., .
HANLCY INoVSTRIAL CoVRT
' ~- - * * ' M. A.s%_- tyq _g,g%egsg . ;
**r
- ST
39' s?EC,=Gco{2) CCMANCHE PEAK STEAM ELECTRIC STATI0ft DESIGN CHANGE AUTHORIZATION (WILL) (pictiQTc)( SE INCORPORATED IN DESIGN 00CUMENT 3CA NO.1o n.t
- 1. SAFETY RELATED DOCUMENT: vv YES NO
- 2. ORIGINATOR: CPPE xx ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPEC /G%3X33SUMINI 2323-AS-31 .R '/ . 1 B. OETAILS PROBLEM: There is no cuidance in the soecification for coatine or not coating machined surfaces or lubricated surfaces. SOLUTION: Add to caragraoh 1.2b g - - -- - -.- . - - . 12. Machined surfaces e- : ...- : ,
- 13. Lubricated surfaces k "; 6. ! +
75 11 o a ~ R li C EI VE D IEG 0 ? me r n n ,, . . . . - _
" ^+% m.LUNTRgt --
4 SUPPORTING 00CUMENTATION: 4 t ' s.
,a .
TK/bwb 'i4 q 1-27-8A
- 5. APPROVAL SIG'4ATURES: .
A. ORIGINATOR: / f,1.u d g "\ fI OATE / /27[#V B. DESIGN REPRESENTATIVE: /8b' %- 0 ATE -2b # C. DESIGN REVIEW PRIOR TO ISSUE: bb m e. wl __ CATE E'#I'
- 6. VENCOR PELATED CHANGE: ., v NO YES: P . O . NUSER :
- 7. STANDARD OISTR:5UTION:
Mark Welch-CA 5:ec. Sevr. (1,) ARMS (CR!GINAL) (1) Civil Engineering (1-) GUALITI ENG*NEER!NG 1) 3./,. Bhujang-Civil / Structural CCTG FOR ORIG. OESIGN 1) ;esign Review scoua (1) WESTINGHCUSE (1) OCA FCPM 9-!3 1
= .
w ' C w-T l'/ -s y r. I
' serc Tccco(2)
.I 3~%: p3e, 1 :( 1 I*
.'UR 0 l 'H 4 i CCMAtlCHE PEAY. STEAM ELECTDIC STATIC!i l l CESIG?1 CMA!!GE AUTHORIZAT!C?l l 0138$"&'.il"!
'EE c 2 20. * '. '"'J-) SE I.'iCCRPORATIO !!! CESIGil COCU!'E'IT OCA ':0,19.m
- 1. SAFETY RELATED 00CU!fE?ti: vv YES !!O
- 2. ORIGI?lATOR: CPoE vv ORIGI!!AL DES G tER
- 3. DESCRIPTI0ti:
A. APPLICABLE SPEC /tW57tCtrXI H 2323-AS-31 REv . 1 B. OETAILS Oue to construction activities, the oretecti"e coatings on the too of the colar crane succort giroers nas been damaced or worn in areas e ccsin crimer and substrate. Grease and oil have incregnated the ecosed inercanic :irc orimer and onto substrate in areas. Steam cleanino and clastine the surface to cascolv the orotective coatino svstep is not cractical dua to 00ssible da* ace *o acuineant and co-conents '.cm the cleanino ocerations. Decuest clari'icatien or coatine caeuievents. SOL L'T I O'l - Tha tee e' tha celar cemaa surrect cietars sks11 not ratuf** addi*1 cell toccoat acclicat10n. but as a minimum, all ecosed sucstrate shall receive :; rime-acclication with irorcanic zine crieer in accordance with the above acciicable soecification. Thickness of crimer snail be as sticulsted it Ctnstructicn Dr:cecure CCP 30. 'J ~ . 1 1 C h . 4 SUP00PT!?iG CCC','"E'ITATIC?l: K,. r-.-1.**-
. A Q C C U :. ~ h : ' M Q '.
wA
- 5. APoc.CVAL S!1tiATURES: f'.u t e V(W'(. .2-!: .
A. OR:GI!!ATOR: OATE
- 3. CES:G?l REPRE!E!! TAT!YE: / '. -
- ATE -
C. DES:Gil REY:E'.i PRICR TO !! SUE: .' OA*!
- 6. '/E'lCOR RE'.2TE C'f a f:3E : , , 'l0 1ES: P. O. ':U!'!!?.:
1
- 7. $TAtlCat: Oi!-2:5UT:0': :
A;MS(CRi3:'i:L ':) "a 's ..e ' : -I' I'? CUALITY E';3:' LEER:'tG t '. : Ci e' I ; "' e e ' 6 ; 't; l CTS F:?. CE:3. OES:3'; (t) :esi:- 2es'sa AEST** 3nC;5E ( *.
- t "
- . ,
y- v
- = = . - . .- . . . - . . . . . . . . .
- . _ u.: . . - - -..-
. .n .v-~e- 3 - ~ - -r-~ .v. : u .r w ---- - --- : -
Page 1 of 2 TUCCO (2) SPEC l l CCFANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WILL) X(VKtttX7D) BE INCORPORATED IN DESIGN 00 Cute 7 _ CCA No.19.912 ( 1. SAFETY RELATED DOCUMENT: xx YES N0 1 R E CEIVED
- 2. CRIGINATOR: CPPE XX ORIGINAL DESIGNER MAR 02 G84
- 3. DESCRIPTION: l GIBBS & H!W k 2323-AS-31 rey. 1 A. APPLICABLE SPEC /I m (It% WEET
- 8. OETAILS PROBLEM: There is a lack of clarity in caracraoh 9.2.2 as written.
SOLUTION- Rewrite caracraoh 9.2.2 as follows: 9.2.2 Adhesion Test 9.2.2.1 Adhesion testino shall be recuired 'or the followine: l (a) All cainted concrete surfaces -- One test every 1.000 scuare foot for the first 10,000 scuare feet of concrete coatine. Additional testino en concrete shall be cerfer-ed only as directed
') by engineer or owner, hM$h I
w n.x t*w1 M erer w (b) All vender-acelied shoe-orimed ecuir-aat in . ' to receivino tercoat. 3 5 -11F5
- - a e- 1 , em
- 4. SUPPORTING 00CUMENTATION:
MAR 02 804 nort! MENT EnNTROL l
- 5. APPc0 VAL SIGNATUP.ES: TK/bb 3-2-84 A. CRIGINATOR: [ W /f M r7' OATE FM2 M/
B. DESIGN REPRESENTATIVE: N SW 4------ CATE -
-3d C. DESIGN REVIEW PRIOR TO ISSUE: CATE J-2. -14
- 6. VE'l00R RE'. ATED CHANGE: XX NO YES: P. O. NUMBER:
- 7. STANDARD 3!$7R:3UTICJI: i ARMS (ORh!NAL) (1 vark Welch-0A 1)
GUALITY ENG!N!!RIhG 1 Civil Encineering 1) OCTi FOR ORIG. OE~IGN 1 Design Review 1) WESTINGHCUSE 1) ccA ra:" :- n_
e DCA 19,812 Page 2 of 2 Equipment primed with materials as noted in Table A-2 shall be exemot from this test only when documentation certifying proper material and application oer ANSI N101.4 is provided by the vendor.
. (c) As directed by owner or engineer.
9.2.2.2 The number of tests to be perfomred on vendor primed equipment shall be: (s) For large areas of single component equimnent - one test per 500 square feet (b) For equipment with several ecmponents l l (1) From 1-10 items - Test 20 cercent l (2) Over 10 items - Test 10 percent 9.2.2.3 The following test methods shall be used: (a) For equipmert and surfaces inside the comtainment (or to I be installed inside the containment) and which receive i coating materials as noted in Table A-2 the E1cometer 106 Adhesion Tester shall be used in accordance with the recommendatiens of the manufacturer of the instrument. Five dollies (surface area permitting) tested to 250. pounds, four of which meet 250 punds, constitute as acceptable test. (b) For equipment outside containment ASTit 03359-78 test method (results 5A and 4A) are acceptable or other
, test methods listed in ASTit 001.43 Table ASA-8 as directed by owner may be used.
9.2.2.4 As adhesion tests are destructive, repair to damage coating shall be done in accordance with coating manufacturers recommendations. t i i
f . , . - . - . . . .. . -
, . . . . .. . . . . . ~ . ..................
SPEC TUCC0(2) Page 1 of I COMANCHE PEAK STEAM ELECTRIC STATION
- l OESIGN CHANGE AUTHORIZATION i (WILL) p'IEgxu 7) BE INCORPORATED IN DESIGN 00CuttENT DCA NO.19.943 ,
- 1. SAFETY RELATED 00CUME'4T: XX YES NO l
- 2. ORIGINATOR: CPPE XX ORIGI?iAL DESIGNER
- 3. OESCRIPTION:
A. APPLICABLE SPEC /lr.cL5000:yffXR 2323 AS-31 REY. 1 S. DETAILS One time deviation to allow coating of crane rails embeds with Carbo:inc if too coated with Imoerial 1201 finish coat. The embeds are located at Et, 860' and 905' of Unit i.
- eneWh M ERRER yngsgy 7.j '"" '" ~~ - -- -
- 35-1155 e
n t- e t- l. \ 1 t. n - MAR 07h!% 4 supo0RTING C0CU'ENTATION: DOCUMENT CONTROL imoerial Test Recort 553-81
- 5. APPROVAL S!GNATURES: TX/bb 2-24-84 A. CRIGINATORyy <"4.7 ? h OATE't4.I:'N.V
- 3. DESIGN REPRESENTATIVE: 3D,*M A e CATE ? - N/-dY C. DES!GN REVIE'A PRIOR TO ISSUE:
> /$ OATE 3 -( . ^ d
- 6. '/E'lCCR RELATED CHANGE: tv NO YES: P. O. NUP8ER:
- 7. STAN0ARD 0!$7Rt3Uit0N:
ARMS (OR!GINAL) (1) Ma rk '<.'el c h-0 A (l CivilEngineering(1l, . QUALITY ENGINEE3lhG (1) OCTG FOR ORIG. DES:GN (1) Cesign Review (1) WEST!NGHOUSE (1)
- p ra:" ;.y
_ _ - . - . - _ . ~ .
- . - ~.,**
-me MAR 001934 Cet ANCHEPEAKSTEAMELECTRICSTATION .
~ ~ ~
OCSi&N TNANGE" AUTHORIZAT!ON - i ("CIBQS
- L'., jinhuTBE& HILL hm IN DESIGN 00CUtiENT INCORPORATED OCA NO.19,985 4
- 1. SAFETY RELATED DOCUMENT: XX YES NO
- 2. ORIG!flATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPi!0N:
A. APPLICABLE SPEC /8X8/3GE M EXI 2323-AS-31 REV.1
- 8. OETAILS In Section 7.0 caracraoh b item 2 add the followino " Major"/" Minor" defect criteria for reoair of applied steel coatinos Minor Defects -
Minor defects are defined as an area. either circular or linear which may extend to s bstrate, in which a 1/2" diameter circle cannot be completely inscribed at any point alono the entire length. At a minimum. minor defects shall be recaired by blasting or abraidina, by hand or oower any evoosed steel substrate to ensure cleanliness equal to that reouired in the area which tha defect exists. Existina surroundino coatinas shall be abraided to remove any loose coatinos or contaminants. At a minimum, toccoat shall then be aonlied at a thickness sufficient to ensure a smooth transition to existino surroundino coatinos. 35-1195 i.ECEiVE.O
~'
4 MAR 0.01984 SUPPORTING 00CUttENTATION: f AFNT rnMTon! C - - -
- 5. APPROVAL SIGNATURES: MW/bb 3-4-84 A. ORIGINATOR: d4 M -
DATE R 4-8f B. OESIGN REPRESENTATIVE: 87/[MA DATE 3'd
- 84 C. DESIGN REVIEW PRIOR TO ISSUE: N A A (iN OATE 3
- d ~I V
- 6. VENDOR RELATED CHANGE: XX NO YES: P. O. NUMBER:
- 7. STANDAR0 O!STRIBUTION:
ARMS (ORIGINAL) (1) ItarkWelchhA (1) OUALITY ENGINEERING 1) Civil Engineering (1) OCTG FOR ORIG. DESIGN 1) Design Review (1) WESTINGHOUSE 1) DCA FORM 9.?1 8
- . . . _ -- -- -- OCA 19.,935-Page g nq ,
- 8. Detaffs (cone,)
which may evtend to ?.#.ir,-ter.e. sr.f;n aMajor Defects - Major defects are defin inscribed at some point along the entire length.'./J' clameter Major defects circle can be completely shall be cleanliness equal to that required in the area which the d Existing or surrounding contaminants. coatings shall be abraided to remove any loose coati Replace primer and/or finish, coatings in the effected area as required, i.e. , as required. e d , O l
c . t
-- - . - . . r - - - - . . , . , m . - . - - : .- .
..- . . r C .-- -
- } @..U-5 2 V E D f _ SPEC TUGC0(2)
MAR 06198. Pa9e 1 of 1 [ CDMANCHE PEAX STEAM ELECTRIC STATION N0b 6 #'b # CESIGN CHANGE AUTHORIZATION l (WILL) TXEdX)CLTC) BE INCORPORATED IN DESIGN 00CUMENT OCA NO. 1o.cos
- 1. SAFETY RELATED COCUMENT: xV YES NO l 2. ORIGINATOR: CPPE YV ORIGINAL DESIGNER
! 3. DESCRIPTION: l A. APPLICABLE SPEC /r/,fggggy 2323-AS-31 REV. 1 B. DETAILS Item 1) Section 6.3 caragraoh a states that all " Surfaces shall be clean, dry and free from cement solatter...", Concrete surfacer may be aeolied over "damo" concrete by the coating manufactures recorr endations. Solution: Add the following ' Note' after Section 6.3 caracraoh a: Concrete
- surfacer may be acclied over "damo" concrete if allowed bv the coatine manufacturer, i
! but at no time shall the surfacer be acolied ovar free standine watar. Item 2) In Section 9.2.3 caracraoh b ite t 3. delate tha racuira-ant to arra *
" fish eves" and "orance paal" in concrete sur#acer. Justidi-8*ian #deh avae +*
orance oeel will not aceear in concrata sur4 car Aa ta vit aei+v ^# na ~=*ard it and "trowli 0" durine acelicitier. 35-1195 I iLLCIVCU
- MAR 1 7 4 SUPPORTING 00CUMENTATIun:
7 00f'U'MNT rnta - -o, , , - i S. APPROVAL SIGNATURES: MW/bb 3-4-84 A. ORIGINATOR: 'M,# /.'/j DATE ?-4 B& B. DESIGN REPRESENTA VE:[/2/~V OATE 3 -ds' N C. OESIGN REVIEW PRIOR TO ISSUE: A'/J. A d5 OATE 3- /3 - 8 V
- 6. VENDOR RELATIO CHANGE: yy NO YES: P. O. NUMBER:
- 7. STANDAno OtSTU sVTION:
ARMS.(ORIGINAL) (1) Mark Welch-QA (1) OUALITY ENGINEERING 1) Civil Engineering (1) ! DCTG FOR ORIG. DESIGN 1) Design Review (1) WESTINGHCUSE 1) l CC: CDM 9-H j ... . - t
T SPEC.TUGC0(2) Page 1 of I COMANCHE PEAK STEAM ELECTRIC STATION
^ DESIGN CHANGE AUTHORIZATION
('AIEE3 (WILL NOT) SE INCORPORATED IN DESIGN DOCUMENT DCA NO. 20023
- 1. SAFETY RELATED DOCUMENT: XX YES NO
- 2. ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
A. APPLICABLE SPEC /%%t0ttHE# 2323-As-31 rey. 1
- 8. OETAILS Oue to problems concerning accectable Elc0 meter 106 adhesion tester ,
I calibrations, provide one time deviation to section 9.2.2 allowing isolation l i of coatings.which have failed due to adhesion loss,on the polar crane in Unit I Reactor Building, by other means as deemed necessary by the responsible Quality Control Engineer. Alternatemethodsofisolationmaybesuchasscrapingsuspectcoatingsbackto tightly adherent coatings or other methods as deened necessary by the Ocality Engineer. l At a minimum isol6 ed area shall exhibit sound tightly adherent coatings around the l oerimeter of the damaged area. 35-1195 f\ d b d i V E U
'/fRtJ7l99
- d. SUPPORTING DOCUMENTATION: DOCU. MENT CONTR g W t.s. vs S. APPROVAL SIGNATURES: gw,ill e ,, 3-7-84 A. ORIGINATOR: . m 's
[. /b '/ DATE T/'-8~ S. OESIGN REPRESENTATIVE:
! O $De DATE 3 M C. DESIGN REV!EW FRIOR TO ISSUE: MA ni
,s o adul/ CATE f /V'
- 6. VENCCR RELATEC C:dANGE: et NO YES: o. O. NUMBER:
7 STANDA't0 DISTR!SUTICN: ARMS (OR!GINAL) (1) Civil Ennineering ;. GUALITY ENGINEERING (1) % rk Welen - OA Scec. 5:rv. ,. DCTG FOR ORIG. DESIGN (*). 5.<. Bhujang - C/S Des':n :eview Grou: : WESTINGHCUSE l '. ) OCA ec:9 ;-M
e_ w n :r : - *.. er y.;- bA NC E/cEvt irre : au-:Es-NUCLEA R SA rr Y MEL ATED f??"! Casage/Deviatten C & H Jet. Nc. 11-2323-001 Recuested P:: O. B. Jones Cricinator Ref. No. PC-1 CkH C Client O Field if Change /Deviati:n Reques: No. 8- 2 #l/ Correspondence Requesting Change / Deviation DESCR!PT!ON OF CM ANCE/DEVf ATION REOUES""EO* (see attached) ENGINEER!NC JUS !?!CATICN F'OR A BCVI: Resolve conflict begeen painting procedures in the subject specification and those in specification AS-31, Protective. Coatings 6 / CHANCE /DEVIATICN REQCES PREP ARED 3***: Keith Falk & A Title Cher1 Encr- Date 7/l'/77
- DISCIPI.INE JCE ENCINEER'S CC'.cJENTS:
None
!s cas..ge re:ct:2 :le under 10 CTR $0 Pata. 53 e. YES C NC @
C & M Documents A!!ected: 2323-SS-14 hr3 C:her :::cume .ts A!!e :ed: CHANGE /DEVIAT:CN REQt.*IS-*: A;;teved S Net A;;::vec 3 /
- NTr.utsc:Pt.:.vc
- cvtr s J.E /d /. 2P 'gv ::a:e 7/4/7 y l i t.... ! :...- j V
**' ~
Qn - Desicn Verifica:icn c:. i ! .. i A;;r:ved N"'A";t" ed O cA t -- ' - I Design Revtew E.1 , h $ ~;a:e 7/777 2rch. IA/ud I 7/G /7 7 I i q P':je : M s.r.a g e A:;r:ved N : A;;r:ved C Signa:;te \ 4 u) D::: Mew is C.'.ange/Devia:f on I ;leme .ted * / 7 7 ~7 {# Cers':lete C J.E. Date T;;SI (OALLAS) - Acerova1 '~ vet;OCR ACCEPTA:OE
, E'-T.4/M l-9/ / 7.~)5 F.esponsible Engineer "Ik $ /7777 Cate
- hte Pro e : Ing:neer OO / N 7/7/ ay Oatg Title -
Project :4anager [:0[- //0/77 Culy Authorized Fepresentative of the CO: pa .y l Wf. -
- ate ==*r4==A . ? * * ** a 21 1c7- I w-
m
. 't.
^ Section 1,5: Add to list of specifications
/
2323-As-31 Protective Costings . Sectica 4.6: Delet.e ite=s b and c V (_. Section 9.2: Substitute the following: h
,/Pri=r:r catorials, application and inspection shall be as stated V
I in Spacification 2323-AS-31. ' S..ec tion 9.4 : Substitute the folicwing: $ t Finish coat , .aterials, application, and inspection shc.11 be as stated in Specification 2323-AS-31 . Section 9.5: Delete this section Sectio 4s 9.6: Delete this section Section 11.0: Change the last paragraph to read: , Quality as* 4 urance for protective coatings chall be in accordance ; w th the requiremanet of Specification 2323-AS-31.
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c . a" 7, R DCC OtST. TEXAS UTil.lTIFS SER\*lCES INC.
...,....,,vi..,............,r.....:...
TCH-5133 July 7, 197(7 , Mr. R. E. Hersperger JOB NO. 351195 t00 0 09_.~~ .t./..i Gibbs & Hill, Inc. ECEIVE 1] [CW-fC9 / -
! . , , p.,3, i . ; ,
393 Seventh Avenue New York, New York 1 C. .J Ut.141977 r . ' ' .:~ ",
~4 ECE1VE M h,n;;q { jf,h COMANCHE PCAK STEAM ELECTRIC STATION ., .. ! --l DOCUMENT STATUS '
REF: DE/CD_212 & 293 --"-~.t-' FILE NO. 9410. 5214, 5217 l .__ _ [l$ $_li- 70
Dear Mr. !!cesperger:
Ibd
'7/[-[x
. f r_ -
-\
We have reviewed the following documents, and have assigned 5 f "' -' -
~~
following status: Source Drwg/Poc# Rev. Title Status Telecopy DE/CD-29 2 - Containcient Liner Protective C&H Coating Revisions 1 DE/CD-293 - Misc. Steel Protective Coating Revisions 1 Statun No. Definition:
- 1. Approved
- 2. Approved Except An Noted on AtIached
- 3. Not Approved - Coirect and Re:.ubm i t pe: At t ache.1 C aamen e r
- 4. For Information only Note: DE/CD-293 has a typographical error in revision fot S e c t i n n ') . .' . h .
" Texts" should read " Tests".
If you have any questions or comments, pleast con s .ic t. t h i s, office. Very truly yours. Jh4?dd /'? C. Schmidt [/11.Project : tanager "uclear Plants HCS /JRt.: s kt cc: l#11. C. Dodd 2c,2A J. T. Merritt 2c,2A
t' DE51G N / L'.NCIN thit: NG ,..
.e, ' %CH ANC E/DEvf ATrov
- tc';I5-
, NUCLEA R S A:'CY.RIL ATED f":'*?S Change /D e vts:ite G & H Jet. No. 11-2323-001 Requested By: O. B. Jones Crig:nater Ref. No. PC-2 C & H C Client (O Field il Change / Deviation Reques: No. $ - El 2 Correspondence Requesting Change / Deviation DESCR!?T!CN OF' CM ANCE/DEYtAT!CN REOUES~ED*
(see attached) h
/- 'y, ,
y ENGINEERING JUS""!T*CATICN TCR A BCVE: E _" Resolve conflict between painting procedures in the s 1e specification and those in Specification ~ 2323-AS-31, Procective Coatings CHANCE /DEVLCICN REQUEST ? REP ARED 37: Keith Falk
- 8
.;.tg , Chem. Eng r .' Date 7/l'/77
- 15CIPLINE JCS ENGINEER'S CC'. '. E.'CS:
None Is chr.ge te:ct:able under 10 CTR 50 Pats. 35e. YES C
-{ NC M C & H Decumen:s Affee:ed: 2323-SS-17 2edi C;ter Dec =ents Affec:ed:
CHANGE /DEVIAT:CN REOL*IS : u;:ved M Net A;;t3vy ] , f inic.':ts::r :3c ncvit e s 2,E,/$ } /t V) a, _ Dz:e 7/6/)) l i ta.i . i . l :...' i /(/ I I
! .* '.*. . '" " ' -_.p..
QA - Design Verificatien g t c u,, i p_ g A;;t:yed Net " t:ved a cA l f , i Design Revtew Eng , A Jr Da:e 7777
- A r c h . !/[(y 1 7/(,/7) i ~ ,y ,
1 Project Ms. .s;er. A::::ved i Nc: A;; tov:d C SI n2:ure .' - W D::: 77 'I / Ecw is Caa..ge/Devinien !==!e ne .:ed
/
\ i 4
Cedelet: C J.E. Date B T'JS 2 (CA*LAS) - Approval ~/ W ~~ 7 ' ' 1 VENCCR ACCEPTANCE Responsible Engineer T M /7/'!/7/ Oate Date Pro ect Enc.ine e r 2 / // /7 7f By Date Title Project Manager r$. / 7 / 7// 7 Cul'f Authorized Representa::ve of the C:=pa... Revised June 22, 19 "
,gQ Date
P , Seic' t ion 3.3: Delete the following: , ANSI tt 101.4 Quality Assurance for Protective Costings Applied . to Nuclear Facilitics {' section 8.1.2.C: Revisc to say the following: f I pplication of the shop coat (prir:er) shall be in strict accordance with the coating manufacturer's instruction and shall conforn to the requirer:ents of Specification 2323-AS-31 - g 4ection 8.1.2d: Delete this secticn , i d occion 8.1.2e: Delete this section
- 1. .
,dection G.2.1:
; Replace with the following: >
+
> Miscellaneous steel surf ace in the Reactor Building internal j structural shall be cicaned, and have surf ace preparation in
} e accordance with Specification 2323-AS-31.
1 3 Section 8.2.2: Replace with the following: he shop coat (pri:ner) on ciscellaneous steel in the Reactor
- Building incarnal structures shall be in accordnaev with Specifi-
! cation 2323-AS-31.
'Section S.2.3: Iteplaca with the following:
$ The finish coat on =d.sce.llaneous steel in the Reactor Buildi'ng
) internal structures shall be in a :cordance with Specification 2323-AS-31.
; Sec ti on _ 0. 3.1 : Replace wit.h the following:
1 2 fii ccel l e.ncou s stcol surf aces for all. ut r ne:t urn other than the [ t/ Rea c t.o r building shall bn cleraned auct havo e.u r f a ce timinasmt t on in accordanco wit.h Specification 2323-AS .ll. Section 3.2.2: Replace with t.he following:
; s'ht! nhop coat (pritnor) f or all :structuren ot tier t han the He ic t.u t*
Buil d ing shall be in accordance with Speci t ! cist. ion 2 3.t 3- A:i s i . Section 9.2b: neplace with tbn following: Tdte and icspections for protcetive coatings shall be in accorciance with Specification 2323-AS-31. Section 10.1: See DCDD No. 255.
-~
e a
. - ,..a. . . . _ - __
NUCtEAR3AcRTY.:EtATEDf~r"S- ' EO Change /Deviatten C & H Jc::. Mc. DAM 11-2 32 3-001 Recuested Py: Crie:nz:=r Ref. No. PC-3 l C & H C Client T. Field 1] Cas.sge/Deviati:n Re ues: No. C '10 Correspondence Requesting Change / Deviation TGH-5134 DEsCRIPT!CN or CHANCE /DEvrAT:ov RE:UrsTro-Resolution and incorporation of the comments transmitted by TGH-5134: see the attached. JOB NO. 351195 3
- e c. EIV E0 m) e ENGINEER!NC JUS- !FlCATICN :'OR AECVI:
' ' _ ' r . 3 0 1977 y
, y
, f E. C t. I v i. r.. /
Clarify certain items to allow for smoother interface between Client / Engineer / Contractor. [ CHAN E/DE ATICN REQUEST ? REP ARED 3*t:
- K.Falk J o/I T!de nem. ngr. Date 8/2/77 -
D15CI*'!INE JCS ENCI3EER'S CO':'. ENTS: f Q
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It casage re::t:able under 10 CTR IC Part. 53 e. YES U NC 8 ' - C & M Decuments Affec: d: Specification 2323-AS-31 C:her Doe =e .:s Affec:ed: CHANCE /CEVIATICN REOUES : A:: :ved C Nc: A:: rove: C intra:tsc:Pu.sc acvir.s 'J.g. L/ , 8 d I Dt:eP/1/17
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Id.a. A:;revedW t J t c:.. # , i J N:: ::revec " cA i i i pesign geview Eng./ e4/ , Da e F Arch. INL.fr I g/3/ ;-) '/
./
1 -
-T, /
Projee: Mana:er: A :reved e i Nc: A;;teve C SI:n2*ure V1y D::: __ i
\
How is Cas.. /Devinien Ir.;! c.en:ed f C:m' ele : C J.E. Due _ . .m
't'S ! ( D AI.lAS ) - Approva. VENCCR ACCEP"'ANCE sponsible Engineer / Oate Oate 1ect Engineer / By Date TLtle ect Manager / Duly Author :ed Representative of the 20.mpa n .
Date Revised June 23, 1977
.. Nseb. 4966 -
S Pat 1 8 - 9
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Fi;ure 2.4-1 Page 1 cf _ ; SPEC, FILE, ARMS,LEH,TUGC0 CO'4WC-2 PE.U. S T. .'l :::u.uC STATICN DESIQ: C2.U;G RTIECRI ATICN C g 42 (WILL NCT) 3E INCCRFCFJIED M CRIZATION NO. 5002 IN DESIGN DCCl e.TS SA.za' FIIATED D:'CET X YES NO
- 1. DESCRIFTIC'?:
^
A. APPLICGLE SFECXXKYMTCEXK 2323-AS-31 FEl. 1
- 3. DETAIL.S In the Reactor Buildings 1 and 2, areas exist on electrical penetrations which cannot be coated per AS-31 standards. These areas, as shown en the attached sketch, are located on the outer pipe flange. Due to the flanges beine machine surfaced, sandblasting is not permitted in removing the existing.
primer aeolied bv the vendor. Please advise on corrective action to be taken I concernine the coatinc criteria en the r-cessed flange areas. SOLUTION: Prior to bolting the electrical penetration flanges recether. the recessed areas shall be lightly hand sanded and tepcoated with Crboline 305. Beine that the crimer/to'occat system 'is not a full "Q" system, final inspection will not be required. The exposed exterior electrical pene-
- 2. SUFPCRTI'iG DCC'.MD.TATION trations shall be gcVerned by the AS-31 requirement.
FSE-00182
- m. - m --
- 3. SICaTL'RES: GDM/ss 6-21-79 .. I A. APPRCVED BY: __
/. /
co . _ l, G5h Represent:.tive W G .a ./f Date
- 3. A??RCVED SY: m Of--.[?\ -
m)C Sl" Respens::le ing: nee? G '2.1-% sa:e - I
. ST.2.'.Tre DISnI3tJricN: JOB No. 35-1195 35R Field (C'ti;. .al) R E C E I V E j---h (11 r;) [ t , gj GsH New Ycrk 3:E JE 9 5 BC i W
GSM D:llas 01 ~ ' 9 iE C EIV Ei d E T!KC3 Site CA (1) J'h ssa site cA (1) t F5DG Site (1)
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- CN. .
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Figure 2.4 1 page 1 ef _ 1 spac, file,ar:s,leh,tugco , C74ASC-2 ??.E STF;:4 ELEGIC STATIC.N DESIGN GiUCE AGiCRI ATICN MlU (XILL'NCT) 3E INCCRFCTsATED AUIHCRIZATICN NO. 5092 IN DESIGN ECCZE.NTS SAFETY RELW:D DCCL".2NT X WS NO
- 1. DESCRIPTICN:
A. AFFLICA3LE SPEC /IXOGrfET 2323-AS-31 REV. 1 B. DETAII.S The ecuipment hatches located in Reactor Building #1 and #2, centerline elevation 838'-6", have floor grating brackets welded to the in-terior ecuiument hatch carbon steel surfaces. The brackets are welded in such a manor that areas exist between the two brackets and in bolt connection holes that cannot be coated per AS-31 standards. Request that these areas be considered inaccessible and void from final QA inspection. SOLUTION: The solution as stated above is acceptable in, deletine the final insnection on coating requirements for the areas indicated. y _. .1. ,. ,.
- 2. SUFFCRTING DCC3STATICN .
v us v
- 3. SIGUILTsES: GDM/ss 7-3-79 A. APPROVED BY: f, ) )
G5h p tive g Date
- 3. AFFRCVED BY: , dA m QGb 7 -3 ~19 .
Respcasiclepn; neen Date 4 ST.UDARD DIGI?'uTION: JCS NO. 35-119 - 9, ; C C 35R Field (CYi;inal)
.C5H New Ycrk (1)
(1) d 1
~iVF! ilT
[ ~~.... , , . - - ~!' F
GSM Dallas (1) fi8 'A '"UIU'c -
f t TUGC0 Si:e QA (1) Jkl u 6 E C.E I V E U; h 35R Si e'QA (1)
. F5DG Site (1) s
Page I of 1 SFEC, FILE, ARMS, HAH, TUGC0 . CCTA','OE FFE S'ITAM ELECTRIC STATICN DESIGN CHANCE MaiDRI2ATICN CQRtc OGLL NOT) BE INCORPORATED A!JTriORIZATION ND. 5482 IN DESIG'i DOC" GENTS SAFETY RELATED DOCGENT X YES NO
- 1. DESCRIPTION: .
A. APPLICABLE SPEC /CCU5XLW 2323-AS-31 REV. 1 B. DETAILS Areas exist on the steel liner behind the Per anent Containment Purge System ductwork from 950'-7" to 1069'-0", A:imuth 67* Reactor Building
#1 and #2 which cannot be coated per AS-31 ecuipments due to removal of the dome stiffener plates by C.B.51. Recuest clarification.
SOLfEION: Per Section 1.lb of AS-31, these areas shall he considered inaccessible; however, in order to prevent corrosic:., an attempt will be made to repair and apply the prime and finish coats per AS-31 re-quirements. No QC inspection will be required after application.
- 2. SUPPORTING DOCDENTATION
.h ~
WM M w $ n
$ %7 E F
- 3. SIGRA'IURES: GDM/ss 8-27-79 A. APPROVED BY: [8 /
G5H Rea m e.:ative A d 'A M Date - B. APPRCVED BY: An4NDTh ShD \ TAD 6/Db* uriginating engineer N Tote' o
- 4. STANDARD DISTRIBb7 ION:
JOS,NO; ~" n.-- . BSR Field (Original) (1) j,m[ # ' C IVEf G5H New York (1) :.: __f ,,,, J G5H Dallas (1) !T e a 2 ,. I'j7f; d3 i TUGC0 Site QA (1) N ',\ ,,!. i FSD3 Site (1) e ,u E C E 1 y c ..m l
-r Page 1 of 1 SPEC, FILE, ARMS, HAH,TUGC0
, CO1CCHE PP.E STEAN! ELECTRIC STATION DESIGN CHANGE /EdCRIZATICN (ME M (WILL NOT) EE INCORPORArcD ALTTdCRIZATION NO. 5504 IN DESIGN DOCEENTS SA1-sif REIATED DOCJENT X res go
- 1. DESCRIPTION:
A. APPLICASLE SPEC /.Q~574EGXKM 2323-AS-31 REV. 1 B. DETAILS _ Areas exist behind the nahe plates on the comoonent cooling water drain tanks in Reactor Building #1 and #2, 808'-0" elevation which cannot be coated per AS-31 standards. Request that these areas behind the plates be void to final QA inspection. (, 50LtTTION: Due to the small area involved (rouchly 2" -'4") these areas! shall be void to insrection, however, in order to orevent future corrosion. an attemot will be made to acolv a erine and finish : cat to the above areas.
- 2. SJ'PPORTING DOCUMENTATION y-vg unw
- 3. SIGNATJRES: GDM/ss 8-28-79 A. APPROVED SY: o ', P -2.8 G5H Representative Date-
- 3. APPROVED BY: _ knbO%. k A2f4 %/2ihh vriginating e.ngineer JOS NO. 35-119@t'
- 4. ST!JDARD DISTRIELTION: ECEIyE B5R Field (Ctiginal) (1) y M 2 b E79 G5H New York (1) gk 5 G5H Dallas (I) 8 H E C E l \/ E 1 '
TUGC0 Site QA (1) FSDG Site (1)
. . . . _ . . , . _ . . . . - ________.l_...._.... ____ _ .. ._..
SPEC, HAH,TUGC0 - - FIGURE I. Page 1 of 1 C0!!ANCHE PEAK STE;.*1 ELECTRIC STATI0t1 DESIGN CHANGE AUTHORIZATION (WILL) (RitUXCT>) BE ItiCORPORATED IN DESIG:t DOCU!4ENTS DCA t:0. 5510 Rev. 1
-1. ' SAFETY.RELATED DOCUl4E!iT: X YES NO
.2. ORIGINATOR: CPPE X ORIGINAL DESIGNER
- 3. DESCRIPTION:
,A. APPLICABLE SPEC /E9/ECESI 2323-AS-31 REV. Rev. 1 B. DETAILS' This revision voids and supersedes DCA 5510 Rev. 0.
To allow for increased visibility during construction and operation, request the following areas be coated with 1201 white rather than 1201 grey: Auxiliary Building El. 830' - 6", room 215, 211 and 217 Demineralizer Pits: Auxiliary Building El. 852' - 6"[ room 235 ocenings to Demineralizer Pits, room 234 openincs to Filter Pits. - Solution: To allow for increased visibility in the listed areas, the ahnva rnine deviation 4e accontable. 4 SUPPORTING DOCUMENTATION:
- 5. APDROVAL SIGNATURES: MW:smb August 17, 1981 A. <ORIGIt!ATOR: 7/In~d 6.4/[M DATE F/ / 7 /.#/
S. DESIGN REPRESENTATIVE: Mh DATE 7~~/7'8/ 5. V VENDOR TRA"S:4ITTAL REOUIRED: YES NO X
- 7. STANDARD DISTRIBUTION: DCA FOPJi 11-50 ARMS (Original) JOB NO~ ~o=-
_(1) % ' ~ 1193 Quality Engineering TS ter Orig. Design. (1) I li E C E l y gi [r==:., , (1) " AUG181921 ,~. f "d: ECElyeMn1 k' , ' _ L >
- i a
r; l' age i o f __ 1 SPEC ,FII.E. ARM.5, HAE.TUGC0 CalANG!!1 l'!MK SIL'?: iiFCIRIC STATION Dl31GN C!!ANCH NTillORl:ATICN OEL,I (WII.I. NOT) BE INCORPORATED ALTillORIZAT10N NO. 5975 IN DESIGN ILGENTS SAFE'lY RElATED IDCGIENT X YES NO
- 1. DESCRITTION:
A. APPLICABLE SPEC /R W QQT M (( 2323-AS-31 REV. 1
, 3. DETAILS Weld areas exist on the backside of the conduit hangers against the containment liner which cannot be coated under AS-31 reouirements.
These areas are between Arimth 280*-234', elevation 905'-0" to 1006'-0", Reactor Building #1. Recuest authori:stion to coat areas under AS-30 condition. S0llTTION: Due to the sna11 areas involved. these areas will be recaired oer AS-30. Hewever, in order to trevent corrosion, an attem t will be made to activ a crime and finish coat to the weld areas.
- 2. SUPDORTING DOCGENTATION
% RC% 3 %
WE W YalP' bii W BU R
- 3. SIGNATURES: GDM/ss 10-25-79 A. AFFINED BY: b k/' G5H Rep ~resentative
/4 A.G W Dnc B. APPROVED BY: ,
td%vriginating7 uigineer 9. In/ /T Date ' 4 STANDARD DISTRIEUTION: SSR Field (Cti;:inal) 4-s
~
(1) C5H New York (1) 1 -' l - G5!! Dallas (1) '.' , , _ _ . . . . , ; TOGC0 Site QA '(1) ? tt it ? c' F50G Site (1) 'l
'.j tECEIVE='
Page 1 of.__ 2 SPEC, FILE,APF.S, HAH,TUGC0 COWCi5 PFK STdOI ELECTRIC STATION . DESIGN CHANGE AITiHORIZATICN SELLJ (WILL hBT) BE INCORPORATED AITIHORIZATION NO. 6114 IN DESIGN DOCI.FESTS SAFETY RELNED DOCGEST X YES hD n
- 1. DESCRIPTION:
A. APPLICABLE SPEC /FMCOMX 2323-AS-31 REV. 1 B. DETAILS During sandblasting of the eight (8) inspection chambers in Reactor Building No. 1, elevation 824'-0" to 832'-0", delaminations in the steel plate surfaces were exposed. Under AS-31 reouirements no delaminations are allowed and if found must be removed by hand or oower tool crindine. Upon removal of delami-nations with power tools, the surface was completely sandblasted again in order to produce a surface profile on.the power tooled areas. Each time sandblasting was completed additional delami-nations appeared on the steel plate surfaces.- Re;c,uest that - -- --- clarification be given on this matter.
- 2. SUPPORTING DOCLNENTATION
_ == vath .__
. b
- 3. SIGNA M ES: GDM/ss 11-15-79 A. APPROVED BY: [$f "
// 9 9
'G5HR- Date B. APPROVED BY:
-~
p Ochet% %. is vrigina nns inguieer
,_ Q \ \ - F5 ~~1 Da:e
- 4. STA\'DARD DISTRIBUTION: ,
' 30 r
C B4R Pield (Original) (1) 1N ji '#>
;4D i,'Oy '3 7 , yN3, l d
, G5!! New York (1) ; 4 C5!! Dallas j 9, [h 'a ,1
'iW,CO Site QA FSDG Site
'((1)
- 1) *C CEIVE d;,D 'I (1)
~_
DCA-6114 Continued - Page 2 of 2 Upon examination in the field of the inspection chambers, the following items were noticed:
- 1) In areas where the delaminations were removed by power tool grinding, exposed substrate were contaminated with oil or grease from the grinding equipment thus requiring a reblast reguardless of delaminations.
- 2) Areas exist on the steel plate that when bolt-ed to the existing steel cannot be decontami-
+
nated cue to inaccessibility after placement. Although the surface delaminations are numerous, the si:e limitations are very small as compared with the overall. area of the inspection chambers. It is therefore recommended that "Q" inspection be deleted and that a visual inspection be given by_the QC Department on the blast criteria with exception to delaminations. AllotherAS-31 guide [5nesshallbemaintained including the minimum 200 psi requirement. we 4
HAH,,TUCC0(2),AM(4), SPEC. Pag?'l CP 1 ~ CF_t.NGE DOEX:OEI CCtiM;CHE PEAK STENi ELECTRIC STATICti : II DESIG1 GA' IGE AUTHORIZATICN :III xx CGICL) (WILL NOI) EE D;CORPOPATC Di DESIG1 DOCGCT DCA NO. 6174 IEV. 2 1.' SAFEIY TE. LATED DOCG1ENT: XX YES NO d *
- 2. ORIGD A':CR: CPPE XX ORIGRiAL DESIGiER 1 t 3.. DESCRIPTION:
A. APPLICABLE SPEClwv a t m J. 2323-AS-31 REV. 1 B. DETAIIS '*IHIS REVISION VOIDS AND SUPERSEDES DCA 6174 PE/.1". In Reactor Buildine 1 and 2, areas exist between the end of floor slabs and the centai:rnent liner plate that cannot be protectively coated oer guidelines . established in AS-31.( 'Ihe e are also areas which exist between pennanent ecui: rent,} e duct work and the liner plate which the work area has limited anount of access-(*- ibility.- Recuest clarification for coating recuirenents in these areas. , I
- ; SOLLTION
- Due to limited access, these areas in cuestica, up to 12" cax, i
l ;. shall be coated under AS-30 ruidelines utilizing AS-31 specified coating. Coating i I . in these areas shall be on a best effort basis. QC inspection shall not be , _ , '
? _ O O - 1 1 ./ U
. Y recuired. _.__-.._..- o eecly c n
- 4. SUPPORTING DOCG4ENTATICN: .m. AY 1 0 ,e,,,,,es a
i !- DOCUMENT CONTROL
- 5. APPRO'AL SIQ:xIURES: cy/m / May 9, 1983 A. CRIGD:'<ICR: b '.d ~ .@s - M DATE S ~ 6 83 B. DESIGi FIPRESECATI 'E: Os, DATE b D N
- 6. VDi:DR TFESMI"TAL PICUIRD: YES NO XX
- 7. STAN MED DISTRIBUTICN:
. ARMS (Original) (1) DCA FCEM 11-80 Cuality. Engineering (1) Ad:nn. Rev 7-62 TS for Orig. Design (1) f' h'estinchouse-M te ( 1-) ,
k r ,wr . - _ _ ._ .- . _ _ . _ _ _ . , , . ,.___m_. ..___,...,-.,_.,,,._.y-g _ _ _ _ , , _ , . _ , _ _ _ , _ _ , . _ _ , , , _ . , _ _ , , , , _ , , , , , , , . . . . , _ _ .
, Page 1 of __ 2 TILE, ARM.S. EAH,TUGCO, SPEC .
CO WiC-2 PEV: STFY4 ELF.G'.IC STATION ' w f DESIrti C LYiGE !!TiiTRIIATIC'? g / : i J' isl (XR@ (NILL NOT) BE INCCRPOiltTED ALTTHO:11ZATICX NO. 6230 IN DESIG'? EOCLNE',TS SA.-cif pet.sIED IXXEST X hES NO
- 1. DPS3II'rIO.":
A. APPLICELE SPEC /IXM'DCCCfXX 2 3 2 3 - AS' 31 FIV. 1
- 3. DETAILS An area exists in Containment Building #1 elevation 880'-885'-6", A:imuth 150' thru 210* in which the liner plate has received damage to the .;ine primer in five (5) localized locations.
Due to construction of the 885' slab, repair of the damaged primer is.not possible due to long cure times involved prior to topcoat-ing which would' hold up slab construction. Request that this area be
. seal coated with topcoat"without repair to the damaged primer.
SOLUTION: Uoon comoletion of the 885' slab between A:imuth 150' thru 210' the slab will be within 5"5f the 71ner iY1ste-~~ 2.
.(CONTINUED ON PAGE 2 of 2)
SUPPORTING D3CDLTATIO'4
- 3. SIG9 TJRES: GDM/ss 12-6-79 .
A. AP?PG ED BY: hk Je
/W1f/>
~
/=J 11 *L - M
' ' ~ ' ' Ger r,Qresen--nve lute-
.c
- 3. APPRC',*ED BY: _; Cik%% _ ,.
origir.a ting utgincer O V2 7
, ute
- -- ~
- 4. STR*T)ARD DISTRI3LTION: "'
,7, ', " ' ' ' M.; '--..
P.f,R Field (Original) (1). .' '. . - . . . Gt,l! New Yori, (1) Gf.!! Dallas
~
(1) , _ nP'CJ Site O', (1) -
' ~'
' O '- .: -
FSUS Site ~~~...' . (1)
DCA-6230 Continued Page 2 of 2 causing -the steel area behind the slab to be inaccessible to coating and QC inspection per AS-31 requirements. For this reason, it is of greater importance to neglect the minor inorganic ::inc repair in order to topcoat the area that will be rendered inaccessible at a later date but maintain de-contaminability, due to topcoat application at this time.
L
-t y -
Page 1 of _ /
'l f.;sp2c. file,ar=s. hah,:usco COL *CCiE PEAK ST/_4! ELECTRIC STATION jg DESIGN CFW:G:. NJiHORI?.ATION'
[I
.l (CMG (iTILL NOT) EE INCOPSOPATED AUlliORIZATION NC. 6236 IN DESIGN DOCU'ENTS SAFELY REIATdD D7J. DENT X__YES No f
- 1. DESCPJFI' ION:
A. APPLICABLE SPEC /EXV JZ EE E 2323-AS-31
} REY. 1 2 ,
II 3. DETAILS In the Reactor Building, the Reactor Vessel head
- h. ,
5 belt racks CP1-FHSESR-01 thru 18 have imperfections in the steel 4. i substraight that cannot be blasted out thus violating AS-31 SSPC-SP10 criteria. s; SOLUTION: After visual' inspection of the eighteen bolt racks for Reactor Buildinc #1, authori::ation is given de-t
; leting these racks from Q insoection but that coating requirements i! -1
[ per AS-31 remain.
;i 1
- 2. SUPPOICING DOCU'ENTATIC'i ww-
- 3. SIGNATURES: GDM/ss 12-6-79 A. A?Pi W :D BY:
~
f&bb Gul P. J ca;r..
/L"b - 79
.. Date E. /TPROVED 3Y:
P i.' ,.
- 6\ek s w N% e- . ' , Q. \~P! Ca 9 urigine u ng tngince,_r_. . . .... /Da:e y 4 STiNi',AG DIST?.IELTICN: --
' 20:'
- 3 '.~. -'
s ' q i B?.P. .ticId (0.-igin:1) (1) ,- ~.- y "; ' C6H .':ci York (1) ~ ' ' GI!! Uclias (1) .
. : .s ; s i -- _j T%~.C0 Si:e QA (1) - - ---- - ~
i F;43 5i :t-(1)
l' age 1 oi 1 SPEC, FILE, ARMS, HAH,TUGC0
^ CatV:0:E IM SilN1 liLFCIRIC STATION DBSIGi GLtNCFi /JT11CRIMT)CN
@.{);h;) (WILL NOT) TsE INCORPCRAED AI;Tr!ORIZATION NO. 6383 IN DESIGN DOC' J STS SAFdiY PZLATED DOCISIENT X YES NO
- 1. DESCRITTION:
A. APPLICA3LE SPEC /IXUIXrzen 2323-AS-31 REV. 1
- 3. DETAILS Recuest authorization to toccoat -ine t rimed embeds in the eine chase walls, Safecuards 82, elevation 810'-0".
Room 82 with Grev #1201 toccoat. . SOLUTION- 2"thern Imoerials #1201 toccoat is racommended ever steel with increanic -ine crimer. The crocosed chance is therefore acceotable as long as adhesion is obtained oer AS-31 standards.
- 2. SUPPCRTING DOCUMENTATION N M AA s= m i ;
- 3. SIGNAVIURES: GDM/ss 1-3-80 A. APPROVED BY: _ s/
~ " Gert Representanvc /-!
Date B. APPROVED BY: . _~ m rb% r-vriginaung cngineer
~
_L[3/P4 Abte 4 STANDARD DISTRIEIRION: SSR Pield (0-iginal) JOB Q. D '.~.DD (1) GSM New ictk (1) RECEIVE 9 5' i G511 Dallas (1) ta - U O D.-C-'>,
)y !
TUGC0 Site QA (1) ! F503 Site N t (1) t E i E C E I V E 6),
1 a.. l'ilge 1 o f ,,, 1
. SPEC,71I.I.AF.MS,EAH,'"UGC0 ,
COW:0!!! ITAE SilM1111rlRIC STATION Dl31Gi O!ANQi A!TillOR12Kr!ON (h'ILL) (XMXXXXX) BU INCORPORATED N El0RI2AT10N No. 6546 IN DESIGN luMIE.ViS SAR.~.1Y TGLATED ECCJtCir X YES ho
- 1. DESCRIFrION:
A. AFFLICASLE SPEC /%iG%LTJEth 232S-AS-31 REV. '1 B. CETAILS Recuest clarification on erotective coating criteria for Roc-s 263A Fuel Buildine elevation 832'-0" and Rocm 255 Auxiliary Building elevation 810'-6" SOL'JTION: Due.to the intended desien of Room 263A, Spent Fuel Cask area, the room shall be uretectively ceated full height including the ceiline area. Drawine 2323-Al-0537 will be revised accordingly to in-
; cetmorate " Note 5". '
In Room 255 Auxiliarv Building 810'-6" elevation, protective coatines shall be arolied full heleht and carried up the shaft to meet the existing coating requirements called cut in Room 235 Auxiliary Building elevation
- 2. SUFFCKFING ECCD!EiTATION 852'-6", designated in the Room Finish Schedule.
Wu er A FlupA
- 3. SIC'ATUFIS: GDM/ss 1-23-80 A. AFFIG'ED BY: ((d < /- >3. F2 G;il g ,.. m s m vc Date B. AFFRCVED BY: ._nb vriginenW _ Q \ / 2h9 n ung -ngineer e one 4 STA':DA:tD DIsrRIEttrICN: JOr.,NO. 5.-,2 SSR Ficid (Original) (1) r--I' I
' E C E i V P .Pj
'~
l C5H New Ycrk (1) o,--, ? i l G511 Dallas (1) f*d; ; *A".y ~~ --- 1 TUCCO Si'.e QA (1) ; l F50G Site (1) L; 'A1 E C E l V E d_Cl
\.
I
... ._.. .- l FIGURE I. l Page 1 of 1 l filo, arms. hah,tugeo, spec '
COMANCHE PEAK STEA'4 ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (UlX.1 (WILL NOT)' BE INCORPORATED AUTHORIZATION NO. 6639 "IN DESIGN DOCUMENTS SAFETY RELATED DOCUMENT X VES NO
. ORIGINATOR: CPPE x ORIGINAL DESIGNER 1..DESCRNTION:
(l' .
. .s A. - APPLICABLE SPEC /3N/tW.IMEMX 2323-AS-31 REV. 1 .s -
B. DETAILS In Room 271 of the Fuel Building, areas exist on bolted connections which cannot. be coated eer AS-31 after erection of the 35 stainless steel storage racks. Recuest cuidance on coating recuirements for these bolted areas. S0WTICN: The six support channels for the storage racks are bolted to the north and south walls with 1-3/8" and 1" diameter bolts with associated nut's and washers. Prior to placement of the 1-3/8" diameter bolts, nuts and washers the assemblies will be sandblasted at the shop and pr 5cl per AS-31 requirements. The smaller 1" diamete'r bolts, nuts and washers will be power tooled per AS-30 and primed with C211 prior to final erection. Once in place both sizes of bolts,
- 2. nuts and washers will be topcoated with AS-31 coatings and void to final inspection.
SUFFORTIN3 DOCUMENTATION - 3. SIGNATURES: ' wuO1 -
=m GDM/ss2-7-80j
' A. APPROVED BY: [Yd
' . Design Representative ff 7,74 Date B. APPROVED BY:
t'~n f :MYD ~r_.. Originator u 2 '7- M Date
- 4. STANDARD DISTRIBUTION:
ARMS (Original) :- (1) Quality Engineering -- (1) JOB NO. s,_s . . .- - - ' Original Designer (if CPPE originated) (1) . FECEIVE$
< i l ;i
> FF.B11EU -- :;
h% f g 0 1 E C E I V E E _v
- . .= ~. . . . . - - . . - . - - . -
PIGL*RE I.
. Page 1 of I HAE, T'JGC0, SPEC , SPEC COMANCHE rEAK STEAM ELECTRIC STATION
' DESIGN CHANGE AUTHORIZATION (4:000 (WILL NOT? SE.lNCORPORATED AUTHORIZATION NO. 7318 IN DESIGN 000UME1TS SAFETY RELATED DOCUMENT X YES NO ORIGINATOR: CPPE X ORIGINAL DESIGNER
- 1. DESCRIPTION:
2323-AS-30 0 A. APPLICABLE SPEC /W E %CC EfXIX 7m at u REY. 1 B. DETAILS In room #51 of Safecuard Buildine Unit #1. a steel embed exists-
-in the west wall directly behind a ciece of electrical ecuioment that has
'been set. At the cresent time the embed has not been coated Der AS-31
- cuidelines as recuired by the room schedule. Due to limited access recuest that this embed be deleted from 0 coatino recuirements.
SOLUTION- The steel embed shall be deleted kom 0 inieection oer AS-3i. The steel surface shall be orecared Der AS-30 and crimed with an inorcanie zinc..toccoat apolication shall be that recuired to protect the crimer from contamination as neecec. 2 .- SUPDORTING DOCUM.ENTATION W4 M A Eth F h ' f4- . L,;
- 3. SIGNATURES: GDM/dt 4/22/80 A. APPROVED BY: br d A. M M Dep gn 7<epresentative DM.e d
l E. APPROVED SY: - 1% d 4 !27_/QO l Originator / Date / 4 STANDARD DISTRIBU ION: ARMS (Original)' (1) Ouality Engineering (1) Original Designer (if CPPE originated) (1) JOB NO. 35-1195 ECEIVE l- ]J i m n 1=so Q! w\ 1 :- l ElECEIVE b=t) I l
FIGURE I. Page 1 of 1 SPEC, HAH.TUGC0 COMANCHE PEAX STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION ('X M ) (WILL NOT) BE INCORPORATED AUTHORIZATION NO. 7506 IN DESIGN DOCL'MENTS SAFETY RELATED 00CUMENT X YES NO ORIGINATOR: CPPE X ORIGINAL DESIGNER
- 1. OESCRIPTION:
2323-AS-30 0 A. APPLICABLE SMDWG/DOCG1EZK 2323-AS-31 REY. 1 B. OETAILS Due to coating recuirements in the rooms in which the waste decav tanks are mounted. Aux. Blde. 852'-6" elevation, the exterior steel surface of the tanks tac
- TBX-GHATGD-01 thru 010 shall be coated oer AS-31 recuireents ue 6'-0" from the floor. The tanks above 6'-0" shall be coated under as-30 cuidelines-however, AS-31 coatines and color recuiraments and nei-er shall be n= %+=inad.
MPmwm
,[ v b
- 2. SUPDORTING DOCUMENTAT!0r
- 3. SIGNA?JRES:
GDM/dt 5/9/80 A. APPROVED BY: . #-/2. _4 Design Representa:1ve Date B. APPROVED BY: C8 6/2-80 Originator Date A. STANDARD DISTRIBU ICN: '. ARMS (Original) (1) Cuality Engineering (i) .
!C 3 N O. C ' ~ ~ ~ ~
Original Designer (if CPDE originatec) (1) .'.P,..O.2 i './ 5 . - . . s -
??. . . -tA.,
i . ,.u_._.: i4 l 3 1 E C E Iy 3 ,'g)
.. - - . . . . . - . - - ~. -
PIGURE ! - Page 1 of 1
. spec, hah.cug:e CCMANCHE PEAK STEM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION-('.4JE!d (WILL NOT) SE INCORPOPATED AUTHORIZATION NO. 7769 IN DESIGN COCUMENTS SAFETY RELATED OCCUMENT X YES NO ORIGINATOR: CPPE X ORIGINAL DESIGNER
- 1. DESCRIPTION:
A. APPLICABLE SPEC /3%2)Ci32XXEXI 2323-AS-31 REV. 1 B. DETAILS There are areas in Rooms 268 and 272 of the Fuel Bldg. which recuire coatings Der AS-31. However, due to addition of electrical conduit and HVAC ductwork, these areas are neither coatable nor inspectable. SOLUTION: Rocms 268 and 272 are Note 1 rocms. As such, AS-31 coatings are . required only 6' up on the walls. .In cases wnere'HVAC ductwork is in close proximity to the walls, only coat behind the HVAC ductwork accrox. 6" with AS-31 coatines. The remainder of the wall behind this ductwork should be considered inaccessible and there-
~
fore, not subiect to coatine. In cases where electrical conduit and ecuioment adjacent to the walls, coat with AS-31 materials on a "best effort" basis.
- 2. SUP30RTING 00CUMENTATION [ U b. il; W
-W
$ Ali M ]a M N E V lil @
- 3. SIGNATJRES: JS/dt 6/9/80 A. APPROVED BY: 1%a/ M. N 20 DesFg Represent >.ive Date B. APPROVE 3 SY: N A / A-
/. h w/ N Origina;5F JO3 NO..a.Qatt. - . u - --
- 4. STANDAR3 DISTRIBUTICN: F Z O E i E P. 1 H; ., ' . e . . . -. . , . ,
ARMS (Original) (1) it O , . Quality Engineering (1) : i 3 Original Cesigner (if CPPE originated) (1) g3;y3Q
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FIGURE I.
.'s pac , hah , c u;co .Page 1 of 1 4
C0fiANCHE PEAK JTEAI4 ELECTRIC STATI0ft DESIG;4 CHAf;GE AUTHORI71,TI0tt
-(MR G (WILL NOT) EE INCORPORATED AUTHORIZATION MO. 7789 IN DESIGN COCL"iE:!TS.
SAFETY RELATED DOCUMENT X YES NO ORIGINATOR: CPPE X ORIGINAL DESIGNER 1.. DESCRIPTION: A. APPLICABLE SPEC /5 M/ C UE W 2323-AS-31 R V. 1 B. DETAll.S Due to cartial inaccessibilitv of concrete cad under 10 cas decav tanks in auxiliarv 31de. El. 85?'6" this area cannot be orecered and coated'or in-snested r- AS-31 recoireEents-. SOLUTION: These cad areas, the interior faces of the tank skirts, and the tank bottoms are to be coated with AS-31 materials in accordance with manufacturers written instructions. However. OC final inscection is waived.
- 2. SUPPORT!!:G DCCUMENTATION p FP -
w were
- 3. SIGNATURES: JS/dt 6/10/80 A. APPROVED BY: t 4d. . '7 /0%e 9a De gn Represen ative Date B. APPROVED SY: % /~
W i'ginator
/A/wDate
#d
- 4. STANDARD DISTRIBUTION:
ARMS (Original) (1) Quality Engineering (1) Original Designer.(if tPPE originated) (1) _ JOB NO. 35-1105 ECElVE [n JU"l1189.[i.;j n i 1 3 8 l E C E l l' E I _)y 4
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FIGURE I.
"9' O SPEC, HAH, WCCO COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION .
(MbOf (WILL NOT) BE INCORPORATED AUTHORIZATION f:0. 7825 IN DESIGN DOCUMENTS SAFETY RELATED DOCUMENT N YESNO ORIGINATOR: CPPE X ORIGINAL DESIGNER
- 1. DESCRIPTION: e A. APPLICABLE SPEC /DWEXRREWXENIX ts-31 REY.1 B. DETAILS The nuts and bolts at the flance connections on, the Scent Fuel Pool ,
Coolina Heat Exchancers. ecuioment d's CPX-SFAHSP-01 and 0-2 have not been crimed. Due to inaccessibility of some surfaces. surface.orecaration and coatino of these nuts and bolts. 6er AS-31 is not cossible at this time. l ! SOLUTION: The total surface area in cuestion is relativelv small . These - nu s and bolte chall be r=nved fro the scoce of work of As-31 and included in AS-30. All surface preparation and coating to be done to AS-30 recuirements. Too coat, however, will be that material specified in AS-31 for this area.
- 2. SUPPORTING DOCUMENTATION g8A em 15 W to MMM%
- 3. SIGNAWRES: JOS/dt 6/16/80 A. APPROVED BY: ~
_z e A. Ilo be- St De ign Reqyesentative Date B. APPROVED BY: N /4 l ~ - Pe originator Date 4 STANDARD DISTRIBUTION: ARMS (Original) (1) Quality Engineering (1) JOB NO. 35-1190 Original Designer (if CPPE originated) (1) ECEIVgy - JUN 171930 i i E C EIV E R
SPEC,E/.M RiGC0(2)AM(/.) PAGE'1 CF 1 CEANGE DCEX:OEI CDMANGE PEAK STEAM ELECTRIC STATIOT : II DESIGi GANGE ACDiCRI"ATICN :III xx (WIZr.) (WIIL NCTI) BE INCORMFATED Di DESIGi LOCLECC DCA 10. 7859 Rev. 3
- 1. SAFETY RELATED IXXV1ENT: XX YE:S NO
- 2. ORIGIN;L"CR: CPPE XX _ ORIGINAL DESI~NER
- 3. DESCRIFIICN:
A. APPLICABIZ SPEC /DWQWDCOME2r 2323-AS-31 REV 1 B. DE" AILS THIS REVISION VOIDS AND SUPERSEDES DCA-7859 Rev. 2. There are numerous steel items in Room 153 of Reactor Buildine Unit I that, due to considerable concestion in the room, should be declared inaccessible Der caracraoh 1.lb of AS-31 fo cair. These items include handrail, olat-forms, succorts, ladder and embeds. Sandblastinc and coatinc is not possible under AS-31 recuirements due to cossible damaae to surroundinc ecuioment.
- . . - - - , _, /.2>
SOLUTION: bom -.--- 153 coatinc coerations on installed steel items'shall be Derformed under AS-30 cuivelines utilizino AS-31 soecified coatinos. OC _ insoections foricoatino coerations on installed steel itemslin Room 153 shall
-_ _ . - . . . . . ~
be waived. :-' :-
~
Mn _ . JOB NO. S ,-110 , p'v ..--
.=
- 4. SUPPORrDC DOCCMDCATICN- g
[h; g]ascziy~= a DEC 10 102 ! .: -
~ ur as 1 < t- Cc V: n_ -
- 5. APF%NAL SIGIAIt.mES: MW/sgf 12-16-82 A. CRIGINAICR: [ M DATE / 2. -/6-82._
B. DESIGi REPRESDCATIVE: Y de>h DATE /2-//.-82
- 6. VDC:OR TRANSMIITAL RECGIRED: YES Nd' XX ,
- 7. S"NCARD DISTRIBLTICN: -
ARMS (Original) (1) DCA mRM 11-80 Quality ,Engineerirr; (1) Icnn. Rev 7-62 l TS for Orig. Design (1)
*iestinchouse-Site r ( 1). l Civil Engineering (1) -
)
)
1 i
FIGURE I. SPEC, HAM,7UGC0 Page I of 2 CCMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION ('.4IL'.) KCXXXXXX) BE INC^RPORATED AUTHORIZATICN 30, 7864 IN DESIGN 00C'lMENTS SAFETY RELATED 00C'.l MENT Y YES NO ORIGINATOR: CPPE X GRIGINAL DESIGNER
- 1. DESCRI? TION:
A. APPLICA3LE SPEC /tW/00 COOK 2323-AS-31 REV. 1
, B. DETAILS There exists, areas of steel substrate on the containnent side o#
the Personnel Air-Lock at El. 832' that are inaccessible fer crocer surfaca eran-aration and coating as recuired bv Soec. AS-31. These areas includa tha daa- hin7ae and areas behind hydraulic and electrical ecuioment ae well ee enma a*"a- em=11 areas which cannot be adeouately protected from damage. Recuest that these areas be deleted from the AS-31 scoce of work. SOLUTION: Due to the inaccessibility of these a-eas fer
;:ro::er surface orecaration anc coatine and due to the hich cost cf disasea-ble cf 'ha hydraulic and electrical eouicment as well as the oossible warrantv arc 51am =*4e4"-
eecause of sand or other abrasive materials centaminatine and #n* d= rdt ha= ige
-(cont'd on page 2 of 2)
- 2. SUooC TING OCC'J4E' CATION N-UWN.fER %
Mvf ta r%* 4 A
. 4ilip' li g F
- 3. SIGNATURE 5: JDS/dt 6/18/80 P gW -
A. APPROVED BY: .r_w b Jer,;n Repfesinta:1ve
) Da:e E. APoROVED BY: N fC / &
a gj -he N.! vc W~ W Cric1na or - - Cate (
- a. ST ' CARD 'JISTRIBUTION:
AR"! (Oricinal) (1) . .,,
..S ~'
Oua:i v E5cineerinc (1) J O o 'w A Or;in'aiJesigner[if~PoEcrigina:ec) (1) FEC,, C' ,
~
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'DCA 7364 Page 2 of 2 m
and electrical or hydraulic components, approval is hereby granted . Eto remove the inaccessible areas of the Personnel Air-Lock from the requirementsHof AS-31 per para. 1.1B of AD-31. However, the sur-faces:in question will be cleaned and coated on a "best effort" basis with.AS-31 specified materials. QC to monitor ambient con-Lditions, application procedures, and curing requirements. QC in-spection of surface preparation and final acceptance is not required. 6 e C
b
, ~
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. .h /'.i 4.
. D b S ,<.9 [-if/l.
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. .. .. e e....~s.. -
eo~,r vero.. J' C3 NO. 3511c5 Ot4 E c* DIA'. Ex7tuggon t QECEIVErs ,,,,, ,* o 4 4 5 0 ks IJ INj ADR 241973 l'; ;- Ij![p' [j April 18, 1978 dElECEIVEb5 2 GTN-26194 - _ B L R DCC 0:'i7'. Texas Utilities 2001 Eryun Tower Generating Co:apany I ! Dallas, Texas 75201 PROECT r.' .o l/ l FR, .. ... .s. .. .,. o
. I
.a.
Attantion: Mr. E. G. Gibson, _ A; C . ! . Project Engineer % I'G'4. . !/ - Gentlemen: g p,;. 7 c;g, ggp 7 MO QA l/ } l FMf.CT Gui. !!,c.4. l [ w ' TEN S UTILITIES GENERATING COMPANY ,.. ,. g COMANCHE PEAK STEAM II,;CTRIC STATION 1981 2300 M:? INSTALLATION Il G&E PROJECT NO. 2323 6f.1.o /g'pq lyC'
" ~ ' '
05277 PROTECTIVE COATINGS # l
'l SPECIFICATION NO. 2323-AS-31 REF: DALM 322 ~l l 7's). l l .*
By copy of this letter to Erewn & Root, Plantsite, we are forwarding ten (10)
" Protective Coatings" Revision 1, dated March 15 copies of Specification 23 for construction. , 1978, The following DC/DDA's have been incorporated into the abovo revision of the specification which has been design reviewed:
DC/DDA - 58S, $67, 694, 732, 733, 877, 352, S87, 893, 907, 964, 1011, 1012, 1028, 1313, 941, 1318, 1460 ' In addition, and incorporated as applicable:the following docu::ents have been considered TUF - 3865, 4102, 4300, 4102, 4158, 4180, 4160 GMP - 2097, 2230 . TWX - 1094, 1241, 1060
\.
==
333 f. e v t .. t e. av t s ,, C Nt* *C*a. %
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- 6 6 8 =%. as t v. ,o rt a
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f'. . April 18, 197S
- GTN-2 til94 - Texas Utilities Generating Company GTT - 1735, 1925 Telecon - 1/9/78 (JXC/Sc. , Imperial) 1/9/7S (KF/O. B. Jones) 1/19/78 (JXC/So. Imperial)
Carboline Telex. dated.10/3/77 GTN-22679 very truly yours,.
; GIBBS & HILL, Inc.
e
~
y f ~ ' ( . \8' + % raj
.~ Harvey R. Rock /
Project Manager /
~ d 'fb HRR-NLG]-KF : s: c . /
/
1 Copy..+ 6A cc: APJ-15 (S&R Site) - Crig. L + 10A J. C. Kuykendall (TUGCO' Site) - lL, lA J. T. Merritt (TUSI Site) -- 2L, lA L. A. Ashley (3&R Houston)- - lL, lA J. R. Ainsworth (TUSI NY) - lL t-R. E. Holloway (G&H Dallas) - 2L, 2A t e
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~
TEXAS UTILITIES SERVICES INC.
. COMANCHE PEAK STEAM ELECTRIC STATION .
SAFETY REI.ATD EQUIPMENT SPECIFICATICN - PSAR CCNFOR.MANCE RECCRD SPECIFICATICN No. 2323-AS-31 Revision 1 TUSI REFERENCE NO. 05277 EQUIPME2C . DATE: March 15, 1978
. PROTECTIVE COATINGS SPECIFICATICN CONFORMA 2CE: YES X NO
~
SPECIFICATION NONCONFORMANCE: ! I I i PSAR SECTION APPLICABLE: (p .1 i PAGE AFFECT C : s TABLE AFFICTC: ; FIGURI AFTECTD : , , I 5 I JUSTIFICATION: i . W0'd E
REFERENCES:
6eG previCOs P SM c.^ ^fWe nett 8 i
. t
. *?SAR CHANGE PRCVIDC IN AMENOME C NO:
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' / I I J A P PROVD BY DA;g i DATE' TUSI DATE I
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