ML20136B742
| ML20136B742 | |
| Person / Time | |
|---|---|
| Site: | La Crosse File:Dairyland Power Cooperative icon.png |
| Issue date: | 08/23/1979 |
| From: | Linder F DAIRYLAND POWER COOPERATIVE |
| To: | Ziemann D Office of Nuclear Reactor Regulation |
| References | |
| TASK-06-01, TASK-6-1, TASK-RR LAC-6482, NUDOCS 7909110540 | |
| Download: ML20136B742 (72) | |
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, .DAIRYLAND POC7ER CCCFEIRATIVE Ba Groue, OYacoasta 54601 . August 23, 1979 In reply, please refer to LAC-6482 DOCKET NO. 50-409 Director of Nuclear Reactor Regulation ATTN: Mr. Dennis L. Ziemann, Chief Operating Reactors Branch #2 '
Division of Operating Reactors U. S. Nuclear Regulatory Commission Washington, D. C. 20555
SUBJECT:
DAIRYLAND POWER COOPERATIVE LA CROSSE BOILING WATER REACTOR (LACBWR) PROVISIONAL OPERATING LICENSE NO. DPR-45
- SYSTEMATIC EVALUATION PROGRAM (SEP) TOPIC VI-l -
ADDITIONAL INFORMATION - ORGANIC MATERIALS AND POST ACCIDENT CHEMISTRY
Reference:
(1) NRC Letter, Ziemann to Linder, dated June 6, 1979.
~
Gentlemen: Your request for additional information (Reference 1) on SEP Topic VI-1 has been reviewed and 40 copies of this information (Enclosure 1) are being submitted herewith. If.there are any questions co1cerniniJ this response, please contact us. Very truly yours, DAIRYLAND POWER COOPERATIVE RESulATORY DOCKET flLE.COM . f,_ d 0 Frank Linder, General Manager FL:FD:af ' Attachment cc: J. Keppler, Reg. Dir., NRC-DRO III l 7 909110 5'to ,j )
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\u. . ENCLOSURE 1 %Ee 7 ~~"C G eh e "5E-7- r;_ m.- ;
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Additional Information for Evaluation of ? _ 7:g'~g -
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j Organic Materials and Post Accident'~AEa.lys'i P T r i ~-- E i 2j - -
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NRC REQUEST: ~
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1. Estimate the areas coating systems andcontasnment, inside thicknesses ofinclu thel ding aluminum andmaj65 protec - sine base paints, spozy paints, acrylic lacquer, etc. __,
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m.==2-. . DPC RESPONSE: Y.b O --
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- Approximately 33,000 ft2 of the containment vessel insideTsurfacelis. painted. "
- 9E It is estimated that an additional 67,000 ft2 is painted inside containment = ,
2-including surfaces of structural members, equipment, piping and ductwork.- - , ~ Thicknesses of protective systems used on various surfaces are given in Attachment A to this enclosure which includes relevant sections of the specif- ._
- ication for building work and applicable standard specifications. Carboline T protective coating systems were used inside the containment building.
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NRC REQUEST:
- 2. Indicate whether these coating systems and.their methods of._ .- - - .
application vere qualified according to the reconnendations
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; of Regulatory Guide 1.S4. -- - -
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DPC RESPONSE: - Ir-- J. ; 7 _ -- T Coating systems used inside containment at LACBWR and their methods of appli # -- _~ cation were not qualified in accordance with, Regulatory Guide 1.54 as LAC 8WR ~ _ .- i was built prior to the issuance of Regulatory Guide 1.54. The reactor planti_. -" _ 1 was the property of the U. S. Atomic Energy Commission when the coatings ~ -
~_
- were applied. .~- -
Attachments B through E to this enclosure, from the LAC 8Wt Operating' Manual . v describe' the Emergency Core Spray System, the Overhead Storage Tank, the . ~
~
~~ t Alternate Core Spray System, and operator action during a LOCA. --During a~~~~ _; - 7
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LOCA, the core is cooled by the High Pressure Core Spray" System which draws._ =~ dominera11 red water from the Overhead Storage Tank with askeup water from. - the Dominera11 red Water Tank. For a large leak, the Alternate core Spray W_'
! System will then provide core cooling with river water drawn through duplex =
I strainers. Since neither the High Pressure Core Spray System nor the Alternate
- Core Spray System take a suction on the containment building.. peeled paint j _
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( ( Enclosure 1 - (Cont'd) (. (. would not interfere with the operation of either system. In, addition, the High Pressure Core Spray System and Building Spray System use as a source demineralized water, and the Alternate Core Spray System uses river water which would not cause chemical reaction with paint or base metal in containment. , NRC REQUEST:
- 3. If not, describe the QA provisions uhich vere used to assure proper application.
DPC RESPONSE: . Coating systems were applied in accordance with builder's specifications . which had been approved by the U. S. Atomic Energy Comission. Applicable. procedures and testing requirements are included in Attachment A to this Enclosure. NRC REQUEST: Y 4. For coatings not qualified with Regulatory Guide 1.54, describe the present condition of the coatings, including estimates of the amounts of flaking, peeling, cracking, bubbles, etc. DPC RESPONSE: Inspection of painted surfaces in the containment building revealed no peeling, cracking or bubbles. Several localized chipped areas of a few square inches were noted. The chipped paint was apparently caused by handling of equipment during maintenance. There was no flaking or peeling of. paint in areas imediately adjacent to the chipped paint. Surface coatings throughout con . tainment were tightly adherent. NRC REQUEST: . S. Estimate the quantity of other miscellaneous coating materials (such as on snubbers) not qualified according to Regulatory Guide 1.S4. OPC RESPONSE: All coating materials are described in Attachment A. ( ' p eM
( . - -.( [ Enclosure 1 - (Cont'd) NRC REQUEST:
- 6. Estimate the types and amounts 'of other organic materials such as electrical insulation inside containment.
DPC RESPONSE: There is approximately 600 pounds of electrical insulation in containment. Type of insulation and its properties are described in Attachment F to this enclosure. NRC REQUEST: .
- 7. In addition to the information described above for organic coating systems, ve vill need the foltouing information uith i
respect to the related topic VI-S, " Combustible Gas Controt": Estimate the surface area and thickness of aluminum, zinc and galvanized steel inside containment. ~ DPC RESPONSE: i '" The major aluminum surface area in containment is approximately 4000 ft2 of aluminum sheeting with a thickness of .016" covering insulation on piping. Other aluminum surfaces include cover.s on new fuel storage, refueling equip-ment, the portable control rod test panel, two ladders, aluminum gratings, an air breathing storage box, aluminum covered insulation material in the
. cable penetration area, and the CRDM torquing machine with a total exposed area of approximately 300 ft2 with thicnesses ranging fmm approximately 1/16 inch up to 1/4 inch. There is roughly 10,000 ft2 of galvanized steel electrical conduit cable trays and boxes from 1/16" to 1/8" thick in contain-ment, of which about half is painted.
- The LACBWR Bu'Iding Spray System and High Pr'ssure e Core Spray System use as a source,- demineralized water and the Alternate Core Spray System uses river water. As described in Section 3.3 of Referenc4 1, LOCA steam in containment after a LOCA would not be alkaline, therefore corrosion of metals is not a hydrogen generation source.
REFERENCES:
- 1. Technical Evaluation, Post-Accident Combustible Gas Control, La Crosse Boiling Water Reactor. Gulf United SS-1180 (Feb. 22,1974).
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4 . -.. [ ( o . ATTACHMENT A d-C Spec. 411561 Pages 5-1 & 5-6 Pages 7-1 to 7-5 Page 8-1 Page 15-1 to 15-6 Form 1700-P Form 1705-N Form 1791
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.' _ SPECIFICATION 41_-56155-%-1. . H
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,' xd -~~ ~Date :~ = J une -14, - 1963 N&-
- $-NNA_-C Approved cMKm 74- ~ - y
~'E- T ;Date': C September ~11.;1963 ~~
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BU1LDING WORK E ~~ _ i_ ;._ --- ~ ( - -- _
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1A CROSSE BOILING WATER REACTOR _;[ _; ' ~ . m-- ___ - +2 J ~ ~ - J:~ P _f
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REACTOR PLANT [,P.--QC ~
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SECTION 5 - STRUCTURAL STEELS MISCELIANEOUS STEhL AND} TERIA1 ~ "-- SET IN CONCRETE f~- -. ; c' _
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5-01. STRUCTURAL STEEL .-- . ;; h 74 _.- 7_g_--__ Structural steel shall conform to the applicable requirements of - d. =
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Standard Specification Forms 1700-P and 1705-N and to the following- -- requirements: _f ' ' J .- . _:.c_'. '--~r -
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_ s ~ Attention is -directed to the requirements ofe_ q A. High Strength Bolting: - Form 1700-P that high strength bolt ing shall-be done using FRICTION ~ - TYPE connections, and that high st rength bolty shall-be used in the J___ ~ same number as rivets. _ n j B. Welding shall conf orm to thc requirements hereinaf ter specified in . -- Article 5-03. -
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5-02. MISCELLANEOUS STEEL AND MATERIALS SET IN CONCRETE A. Miscellaneous steel and materials set in concrete shall conform to' thei ~ applicable requirements of the following-Standard Specifi~ cations, land r n 3 . to the requirements hereinafter specified:_ 3f _ .
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- a. Form 1715-P. _ . - - - ,
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_. : D B. Material: Miscellaneous steel and steel materials set-in _ concrete'.._. - .__3
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shall b,e either ASTM A7 or ASTM A36 un1ess otherwise indicated; N_J { ] provided, however, that the use of Bessesier siteel will not be permittedC___-
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- b. Cred2s SA-1 cnd SA-2 for oubmergtd crc welding .---- E __.
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g. F. Welding at Low Temperature: Attention is specifically- directed to the: -- _- - / requirements of the AISC Specification witMTempect to' welding at low-~~ 2 -~ .
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5-04. C1.EANING AND PAINTING
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A. Cleaning, shop painting and field touch-up painting for-structural ~ '_?. _ _d = V-i steel, miscellaneous steel, and for steel set in concretie als11 conforsa ['_ '-! - 1-'~' to the appitcable requirements of Standard Specification ~7orms 17_00-P - _. and 1705-N. 9_ --I.-- __~~. _
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B. Al'1 struc tural s teel, miscellaneous steel and stee1~ set __i_n_ concrete -
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which have not received a shop coat of paint shall receive a field -I -- J~f
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M -- prime coat of paint. The field prime coat shall conform t;o_the same ~ -- requirements as for shop painting. ._ :- g
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Final Page of Section 5 -
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m , m o tggm. 7 J d o o 6 F-Tai'38: Tf .. n. - - ( E N GIN E E RO k- SPECIFICATIolt 41-561_
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for -__- Revision 2-October--3, 1%3 ~ Allis-Chalmers .Manufaduring Company?n=vtetons-occo6*c 9. :1%3 A V
--_ Revision. 5-October- 21.- 1%3; Xudiar ' Power
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LA CROSSE B0ILING WATER REACTURI_C M ~
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REACTOR PIANT
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._.i SECTION 7 - CONTAINMENT VESSEL SMELL PAINTING AND INSULATIONZ.__
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7-01. CENERAL REQUIREMINTS - _. -- =t ._ ~, __ -- A. Paint shall be as made by the manuf acturers hereinaf ter specified -~ and. _-~ shall be delivered to the piece of use in unbroken containers bearing _ ~ ~~-~ the manufacturer's brand name and number._ ~ - _ . - - __ - . B Paint identification nc.bers are paint :-anufacture,rs ' numbers and shall - - ~ be used in ordering paint _ C Paint shall not be mixed or stored in centaminated containers. All
'*% paint shall be thoroughly :.ixed before using and shall be applied in strict accordance with eanafacturer's directional as approved,-and as
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f 1 ! q, hereinafter specified ~; ..' - - - - -
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y 7-02. PAINT MANUFACTURERS _ _3 ' - The brand of paint shall be as made by ene -of the_.following saanufac 7_ -. --. _. _ . _ - , turers: h_ J .! .
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. _ _ _._ _ _ . ~ ~ ~ . _ zJ A. Carboline Company, St Louis, Missouri
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B Wisconsin Protective Coating Corp. , Green Bay, Wisconsin, _ - :._ ^ _ . - =c..d ~ C Amercoat Corp, , Evanston, Illinois ~~ '7 y~ -
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-w , .7 7-03 PROTECTION AND CLEAN-UP - -
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. 1 A Contractor shall exercise particular cere[to keep [ clean and unpainted, _C all valve stems, motor shaf ts, and such other moving parts to allow -
- 1_
free movement Any paint deposited on these parts shall be carefully and completely removed .. 7._ _q Ii. Equipment name plates, tags, pressure gauges, or electrical indicating
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-fa devices, etc. , shall be protected by masking or- other means, as approved, CT and shall not be painted, but shell be cleaned so thatq1they are clearly _ -
legible. . -- :a - _. ~_. IA
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7-04. INTERIOR SURFACE PREPARATION _--- ___ _
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The interior surface, which will have received shop prisme coats of -
- g. either Detroit Craphite No. 30 or du Pont No. 515 paint, shall be ._..o y . given a solvent cleaning, and/or dusting as hereinaf ter specified in .
( Article 5 before oppligation of paint.
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7-05. EXTERIOR SURFACE PREPARATION _ _ A. Surf aces shall be prepared by consnercist blast cleaning efter resnovel
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( of oil, grease, excessive rust-sfale, etc. , in accordance with the .~ . ' fo11owing three (3) methods: ' "~ L T~_W --~ ; _ . _#c* c 1 - _ .-- m : .- -- :--i-
- a. Method 1: Solvent Cleaning 1 L__ =~.;2' _ z ; m~ _._-C __ ~i-d ;
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- b. Method 2: Hand Cleaning .: r m _:- . _ . __cr a- . - -
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,c. Method.3: Coasnercial blast Cleaning _- - .
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- 3. Method 1 - Solvent Cleaning:
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7 1 - .. . . _ - . a . S o.1v ent cleaning shall be used primarily to remove oil or grease. --E___; = j and shall conform to the applicable rei uirements l -of SSPC Surface ._ ~7 n- =~ r Preparation Specification No. 1, " Solvent Cleaning". __ ___._ . .r . _ . . _. f~ ~ :
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- b. Solvent cleaning shall also include removal of soil. cement spetter __ .
drawing co:npounds, salts and other foreign matter as_ set forth in 2 the foregoing SSPC Specification. .- -- g - _ - -= - -- n- .,
- c. Solvent cleaning shall further' be used in conjunction with hand clean . -- 1
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ing and commercial blast cleariing to remove oil,_ grease 'anc other 3 .
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contaminants. , C. Method 2 - Hand Cleaning: _ _.. i
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- a. Hand cleaning shall be used primarily to remove loose mill scale. - . - ~' '-
9 ' loose rust, and loose paint by the use of hand brushing, head - .-- - sanding, hand scraping, hand chipping, or other hand impact tools. and shall conform to the applicable requirements of SSPC Surface _ . - -- Preparation Specification No. 2, " Hand Cleaning". _
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(. b. Oil, gresse or salts shall first be removed by Solveng Cleaning as ~ hereinbefore specified. - -- - 12 -
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D. Method 3 - Commercial Blast Cleaning:
- a. Coasnercial blast cleaning shall be used to remove i11'1 scale, weld 7 - " ~ 2-l splatter, rust, rust-scale, paint or foreign matt'er_ by the use of ?_.3:2#
abrasives propelled through nossles or. by centrifugal wheels, and . .:- ~ n --.. shall conform to the applicable requirementsi of SSPC Surface =.i" ~n-T
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Preparation Specification No. 6. "Coasnercial Blast Cleaning"." _J_ m 1
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- b. Heavy deposits of oil or grease shall first be removed by Solvent -~.-
Cleaning as hereinbefore specified.
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- c. Sharp. corners and edges shall be ground off to not less tham 1/8" ~ ~ ---
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. radius' before consnercial blast cleaning. " - '
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- d. Excessive rust-scale shall be removed by Hand Cleaning, as herein- -
before specified, prior to comunercial blast cleaning.
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- e. Rough welded seams shall be ground smooth before commercial blsst - E_
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cleaning is begun. . _]il: _____. 3_ __ .
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- f. Any dust on the surf ace shall be removed by veceuming only. _ .,,f_
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7 06. APPLICATION OF PAINT 1_.-_ __-- _ A. Application of paint shall conform to manufacturer's requiremsets, as _ ~l i approved, and to the applicable requirements of 88FC Faint Applicaties _.
/'_ Specification No. 1. " Shop, Field and Maintenance Fainting", and to the .
q ( requirements hereinafter specified. ---
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.- ENQlNE3C30 , LLIS-CEAIMERS NO.741-M1 x
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B. Temperature Reatrictions: _.c ,_, CE_.a .c ) . n.
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- a. Application of paint in cold weather shall conform te;Mie ree_:
tions of the applicable paint manufacturers..rra c +.- . _. A ~ %: --
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- b. Paint shall not be applied to steel which"is st ajtemperature of overt-Q :
125 F unless the paint is specifically formulated for application eti m % ' the proposed ter.perature. When~ steel is p'ainted is bottweather,J-n.
~
. _.i precautions shall be taken to insure that the~apecified dry mil j-ff R thickness of paint is obtained. -= ~__ 7. 7 L.. . .--E r._--
C. Moisture and Humidity Restrictions:
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- a. Paint shall not be applied in rain, snow, fog,; or niet, or when the -- *-7 relative humidity is such as to cause condensation on-astal surfacesi :.:_ ~ ~
due to variation in metal temperatures and surrounding ' air tempera-r! 2 ~ tures. Table No 7 1 shall be used as the guide for this relativer~ J _J -- - a humidity restriction .--
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- b. All surf aces spall be perf ect ly dry before-and while being painted.mf
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- TABIZ NO. 7-1 -
r Per Cent Relative Humidity Above Which Moisture Will~ Condense On
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Am!:1ent Air Temperature I' ~ - I- ' ~
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g Surface 40 45 50 55 60 65 70 75 80 85 ' 90 - 95 100 ;~ ~ ~W Temp. c _j 35'F 60 33 11
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_ i 55 F 73 53 38 26 17 9 ~ -- l 60 F 75 56 41 30 21 14 9 _l 65 F 78 59 45 34 25- 18 13 - 70 F 79 61 48 37 29 22 - 75 F 80 64 50 40 32 _ 80 F 81 66 53 43 . 85 F ~ 81 68 55 . _.
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90 F - 82 69 ~ 83 2 -~ ~ 95 F
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D. General Painting Requirements: [
- a. Prime coat shall be applied as soon as possible, but not to anceed -?- ~~
four hours, af ter white blasting so that at the time of application ~ of the prime coat the white blasted metal surface will have been J maintained intact. Any visible rust bloom that may have reformed shall be removed by again blast cleaning as hereinbefore specified.- Tg
- b. Application of the paint shall be primarily by spray equipment, or ._
by brush in inaccessible aress. - (1) Spray equipment shall be of a type recocmended by the paint, . _ , manufacturer, and shall be accurately and fully controlled
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as recommended. _ _'-~F:- r .- (2) Air supply f or spray equipment shall be free of oil drops, water drops, and vapor. (3) Brushes shall be of a size and grade recommended by the pelat ~ manufacturer.
- c. The use of thinners, the paint viscosity, and the pot life of the ~ T-"
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mixed paint shall be in strict accordance with the paint e.anufac-
. turer's recommendations. .
- d. Safety requirements shall be in strict accordance with the paint - -
manufacturer's recommendations. Care shall be takaa-to provide I adequate ventilation for workmen. __
~
- e. The WORK shall be done so as not to interfere with the operation of -
the plant, operators, craf tsmen, or other contractors authorised te - be in the area. . _ . .
- f. Contractor shall notify paint manufacturer's representative as to schedule of work so that the representative may visit the job, if _- r
- l/ possible. --
'J 7-4 _
ENwINEERU A A,5 ' M MA ML KJ NU. 44904_ ("seaco ( Sg ,,, g.g743 ~~ n L. - z -
- E. Specific Painting Requirenents for Interior Surface: Af ter surfaces have ~-~ r ~
been cleaned and dusted, coatings shall be applied using either of ~the 27 ' three (3) brands of paints as hereinbefore specified:y==f- Of[)) 9
.a . Carboline Company: . - - '~.)
[ . p [ i m d - D.. _ -. 5 (1) Below Crane Rail: A one (1) coat Epoxy-Tar System consisting of _ -- Carbomastic No. 12 shall be spray applied to produce a-dry film - _ _._--' _ . . - . _ thickness of 8 to 10 mils. _
" = "-- '
(2) Above Crane Rail: (a) The first coat, Polycled No. 5 Cream, shall-be spray applied _
~
to produce a dry film thickness of 2_ to 3 mils. - (b) The second coat, Polyclad No. 933-1, shall be spray appl: ad _[ s. [ to produce a dry film thickness of 2 to 3 mils. _ _
- b. Wisconsin Protective Coating Corporation: - 2
~
(1) The prime coat, Plesite No. 444 Gray, shall be spray applied to_ m- q produce a dry dilm thickness of 2 mils. The first coat shall be ~i c allowed to dry to the touch (1 hour minimum) . - __ T (2) The second coat, Plasite No. 7122 Grenn, shall be spray applied - 1-at the same dry film thickness as the prime coat with a 5 to 7 day normal curing period.
._ g t
- c. Amercoat Corporation: _
1
- (1) The prime coat A=ercoat No. 38 Red, shall be spray applied to _
[ produce a dry film thickness of 2 to 3 mils, The first cost _
- k. shall be allowed to dry to the touch (4 hours minimum). -
(2) The second coat, Amercoat No. 99 B1'ack, shall be spray applied '-f [_~_ in a single pass to produce a dry film thickness of 3 mils. _ . _ _
~1 .' .-
F. Specific Painting Requirements for Exterior Surface: After surfaces have 1. y been cleaned and dusted, coatings shall,be applied using either of the -- three (3) brands of paints as hereinbefore specified: - - - __.__- 2
~~
~-
- a. Carboline Company: One (1)' coat Carbo-Zine No.11 shall be spray ~~ Z T applied to., produce a dry film thickness of 2 to 3 mils. _
, -- f ._
~~ ~
.b. Wisconsin Protective Coating Corp 6 ration: One (1) coat Plasite No.1000~
.1.ight Gray shall be spray applied to produce a dry film thickness of
~
2 to 3 mils. _-- _ -
- c. Amercoat Corporation: One (1) coat of Dimetcote No. 3 shall-be spray ~ ~
~
applied to produce a dry film thickness of 3 mils. Af ter the Dimetcote" -' No. 3 turns lighter in color (approximately 1 hour af ter application) .
~f -
it shall be cured by applying a coat of Amercoat Standard D3 Curing T.- _ Solution in accordance with the menuf acturer's recoesmondations..i. ... ;~
. . ~ _:- .
- 1. i _
7-07. INSFECTION - . _ _ _. ._ Dry film thickness will be inspected by Allis-Chalmers Manufacturing -
"-~
~[
Company for verification of paint thickness , and the dry thickness will ^---- i: be tested using an E1cometer gauge or a Nordson Micro Test gege. Gauges
- shall be furnished by contractor. If the required minimum dry thickness is not attained, additional coats shall be applied to produce the speci-
- k- fied thickness at the expense of Contractor. -
_ . i A. ~ 7- 5 : . , _ _
~
1 1.
~2&b
- CNCINCOCO *['
JOB 305$ - ALLIS-CHAIRERS SPECIFICATION 41-561 Allis-Chalmers . Manufacturing Compny Sst No. u-t143 R*** **' ""**Y b' 196' h
- Nudear'Posotr Department-Washingtori
(. S&L Approve b MwM N M Date: June 14, 1963 A-C Approved: gec a,_ Date: September 11, 1963 ' Bt'ILDING WORK LA CROSSE BOILING WATER REACTOR , REACTOR PLAhT R9 SECTION 8 - PRIME COAT MINTING OF CONCRETE CEILINGS AND WALLS 8-01. CLEANING All cracks, honeycombed areas and joints between concrete and steel shall be chipped and cleaoed out to dense concrete. The entire surfaces cf walls and ceilings sha!! then be scrubbed with water using stiff bristled brushes or wire brushes to remove membrane curing compounds, oil, dirt, and loose material. Y" S-02. PATCHING AND cat LKING A. Cracks and honeycombed areas shall be patched with Carboline Surfacer No. 3340. Mixing and application shall be in strict acebrdance with manufacturer's instructions, as approved. B. Joints between concrete and steel, such as; around embedded pipes, around removable shielding block openings, etc., shall be caulked with Carboline No. 225 caulking compound. 8-03. PRIME COAT PAINTING A. In accordanc'e with the manufacturer's recomme'ndations Carboline Surfacer No. 3340 (Carboline Company) shall *be mixed to the proper consisten'c y with portland cement and applied to the entire pre-wet surface with a plas-terer's brush. The finished surface shall be void free and smooth. B. Carboline Surfacer No. 3340 shall be cured for a minimum of.48 bours before application of finir,5b field painting. 8-1 Final Page of Section 8 s
SA '.iENT u LUNsY
.J0B 3055 "$ aE . ALLIS -CHAI.NERS
,. ., [c, SPECIFICATION 41-561 S&L No. W-1743 2!!is-Chalmers .Manufaduring Company R ,.12. sune 10,1964 Rev. 14t Oct. 26, 1964
{ \ g y .Po m b M -IV e gon
- S&L Approved: [ /A rfdda h
. Date: June 16, 1964 v A-C Approved: ef" M r'?
Date: September 1,1964 BUILDING WORK LA CROSSE B3ILING WATER REACTOR RIACTOR PLANT SECTION 15 - FIELD FINISH PAINTING 15-01. CENERAL Field finish painting shall conform to the applicable requirements of Standard Specification Fcrm 1791, Sections 7 and 8 of this Job Speci-fication and to the requirements hereinaf ter specified. i 15-02. PAINT MANUFACHIRERS A. The brand of paint shall be as made by one of the following manufac-turers; references to these manufacturers in the schedule of painting is by the abbreviations indicated in parentheses af ter the name of each canufacturer.
- a. Amercoat Corporation (A) .
d b. Carboline Company (C). m c . Wisconsin Protective Coating Corporation - Plasite (P )' . B. The type and paint identification designation for each manufacturer shall be as hereinafter specified in Schedule 1, Paint Systems, and finish coat colors shall be as hereinaf ter specified in Schedule 2. C. Paint shall be delivered to th.e place of use in unbroke' n containers bearing manufacturer's brand name and number for each paint specified. D. Paint sna11 not be mixed or stored in contaminated containers. All paint sha,11 be thoroughly mixed before using and shall be applied in strict accordance with manufactu,rer's directions, as approved. 15-03. SURFACE PREPARATION OF CONCRETE FLOORS Etch concrete floors as specified in Form 1791, except use a 15% hydro-sulfamic acid solution in place of hydrochloric acid solution. di::: .
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, ' ,' 3, _ -#}
9 15-04. SCHEDULE 1 - PAINT SY.* MMS A. The WORK shall be painted in accordance with the requirements hereinafter set forth in Schqdule I for the type of surface, structure or portion of the WORK involved. B. Colors for finish costs shall be as hereinaf ter specified in Schedule 2. C. All surf aces shall be inspected prior to starting field painting, as specitied in Form 1791. - Present Finish Paint Total Dry Iten Location and Description of Item to be painted Finish (fr. Ist Coat 2nd Coat 3rd Coat Mill Thickness No. Structural Steel, Miscellaneous Painted A No. 86 Primer Not 66 No. 66 6 A No. 933-1 6 Steel and Cable Pans Metal C No. 6C Primer No. 933-1 P No.7103 No. 7100 No. 7100 6 Primer No. 88 No. 88 None 4 B Concrete Ceilings Carboline A C No. 6C N o .9 33'-l None 4 Surfacer No. 3340 Primer P No. 7103 Ho. 7100 None 4 Primer
- No. 86 Primer No. 99 No. 99 6 C Concrete Walls Carboline A i '
j Surfacer C No. 6C Primer No. 933-1 No. 933-1 i 6 ;,
.,l'
- f !
No. 3340 P No. 7103 No. 7100 No. 7100 6 J.,I
' .i,, l ,i:. ' j.I .
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c l'- Primed. [ ' l lo Ij'
, 't i,I i-b ]fi :
e;! .I L L No.86 No. 99 ;- '6 l.
! . f p , lS ,-
No.'1762 j' A Concrete Block' Wallsi ' - D i i jl f j
' Natural t
i Masonry Filler Primer - j
!,a l:
, .i l
r 3 No. 3340i ' No. 6C .No. 933-1 6 /h i , t ', '. J 'e " ' , l,,,
. I ! ,' s
C Surfacar i Primer ,, 'l f ' i 'I,i ji ( 'd l 1-
~,
P Manufactur- No. 7103 Primer No. 7100 6'i.fM'l y, it- - er's Stan- ' i' I dard Mason- '
.h l. ' ;, P,h' f
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, ry Filler
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- 8. ;
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. pi,r. . :p i.jp p gig q J ql , .L ' . i h>1 ;c g r.
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( i SCHEDULE OF PAINTING, Cont . Item Location and Description of Present Finish Paint Total Dry No. Item to be painted Finish Mfr. Ist Coat 2nd Coat 3rd Coat Mil? Thickncss I' E Main Floor, Ground Floor and Natural A No. 6'6 No. 66 No. 66 15
- Concrete Floor at, Elevation Primer
, 627'-0" in containment Vessel '
C Phenotinc Phenoline Phenolinc and all Concrete Floors in No. 305 No. 305 No. 305 Liquid Waste Tre.stment. P No. 1100 No. 7100 None Building. F AL1 Other Concrete Floo, rs Natural A No. 66 No. 66 No. 66 10 Primcr-C Pht.noline 6Phenotine None s No. 305 No. 305
' ' P No. 9009-1 None None G Steel Floor Plates Painted A No. 86 No. 66 No. 66 10 Metal ,
Primer C No. 6C Phonoline Phenotine 10 D Prime.r No. 105 No. 305 E- P No. 7103 No. 7100 No. 7100 10 Primer , 11 Insulated Piping and In- Insulatc<l A Arabol No. 86 No. 66 5 sulated Equipment Prime r C Arabol No. 6C No. 933-1 5 Primer P Arabol No. 7103 No. 7100 5 y, s. Primer p p. 1 Uninsstated Piping and Barc A No. 86 No. 66 No. 66 6 zx Uninsulated Equipment Metal Primer .
/,
C No. 6C No. 933-1 No. 933-1 6 c% Primer *9 yy P No. 7103 No. 7100 No. 7100 6 Primcr z e a, Z: _____ ___ O
O ( (. / 15-05. SCHEDULE 2 - FINISH C014RS \ A. .The colors of finish coats for the various items of the WORK shall 5e as hereinafter specified in this Schedule 2. B. Consult with the Resident Engineer for finish colors of items not
, covered by this Schedule 2.
C. Color chips and corresponding numbers are indicated under Article 15-06. Structures and/or Equipment - Color No. A. Reactor Plant:
- a. Exposed portions of containment vessel shell and 40,000 gallon water storage tank, concrete '
walls and ducts above elevation 701'-0" ............. 1 '
- b. Steel columns and misc,,ellaneous steel, including ladde rs , above e levation 701 '-0" . . . . . . . . . . . . . . . . . . . . 3
- c. All structural steel, stair treads, kick plates ,
hatch covers, drain covers, ladders, pipe sleeves and all other miscellaneous steel, unless otherwise specified ........................................... 4
- d. Steel supports, fasteners, brackets or legs for all tanks or apparatus free standing or secured to c e i l in g s , wa l l s o r c ol umn s . . . . . . . . . . . . . . . . . . . . . . . . . . 4 e . All pipe hangers , rods , springs , brackets , clamps . . . Same color as L_ supporting structure '
- f. Concrete ceilings ............. 7.................... 1
- g. Concrete walls below elevation 701'-0" and concrete .
stairs ..........................c................... 8
- h. Concrete floors ..................................... 8
- 1. Floor plate ......................................... 8
- j. Equipment: ,
'(1) Water accumulator, 6,000 gallon retention tanks ,
mixed bed exchanger, shut-down economizer and condenser support steel, chemical mixing tank - and sodium pentaborate tank . . . . . . . . . . . . . . . . . . . . . 3 (2) All other equipment and tanks, unless otherwise s pe c i f i e d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 6 .
- k. Crane's ..............................................
Paint flat surf ace of crane beams at center with yellow and black diagonal hazard warning. Consult with Resident Engineer for dimensions.
- 1. Crane hooks ......................................... 9 L. Tunnels:
- a. Walls, ceilings and floors .......................... 8 i
- b. Miscellaneous steel ................................. 4 (
.l -
15 4 ,
mmu r.n . u w oxfo
.* E N GIN E E R 0
- f
( cmcaso ( ALLIS-CRAUKERS No. 41-561
~
' S&L Ns. W-1743
. R t
- Structures and/or Equipment Color No. t
[
'C. Of f Gas Storage Vault :
a . Wall s , ce il ings and f loors . . . . . . . . . . . . . . . . . . . . . . . . . . 8
- b. Miscellaneous steel and tank supports ............... 4
- c. Storage tanks ....................................... 6
/
D. Air Locks:
- a. Walls f 10 .
- f. '
- b. Ceilings .. ......................................... 1 ,
c . M is ce l l ane o u s s tee l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s _4 / s - E. Cable Vault Room at Elevation 629'-0":
- a. Floor and walls ..................................... 8 1
- b. Ceiling ............................................. 1 c . M is ce l l ane ou s stee l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
- F. Waste Treatment Building:
- a. All floors .......................................... 8
- b. Concrete roof and roof steel ........................ 1
- c. Walls inside shielded area at elevation 640'-0" ..... 8 d . Walls and ceiling of room at elevation 630'-0" . . . . . . B
- e. All structural steel, except as otherwise indicated.. 4 "I f. All gallery steel. stair treads, kick plates, hatch
[. covers, drain covers, ladders, pipe sleeves and all 4 other miscellaneous steel ...........................
- g. Steel supports, f asteners , brackets or legs for all tanks or apparatus free stadding or secured to ceilings, walls or columns ........................... 4
- h. All pipe hangers , rods , springs , brackets , clamps ... .Same color as
. supporting structure p
- i. Plenum and ducts .................................... (6 ,. $.
s -
- j. Equipment:
(1) Condenser ....................................... 3 (2) Evaporator ...................~.................. 3
, C3) 500 Gallon concentrated was te tank. . . . . . . . . . . . . . . 3 (4) Chemical mixing tank ............................ 3 (5) 1,000 gallon water collecting tank .............. 3 (6) 1,000 gal l on s purt re sin t ank . . . . . . . . . . . . . . . . . . . NAs (7) 1,000 gallon evaporator feed tank ............... 3 (8) All other equipment and tanks . . . . . . . . . . . . . . . . . . . 6 G. Concrete Chimney: *
- a. Ladders.and platforms ............................... 7 H. Exterior Equipment and Ducts ..../...................... 7 l
7 pk-
- 1. Light Standards ........................................ ;
g
- s. .
15-5
. .. M
- k. .
Structures and/or Equipment Color No. J. Applicable to all areas:
- a. Cable pans .......................................... S
- b. All doors and door f rames except as otherwise s pe c 8. f i e d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
- c. ,All interior concrete pedestals , footings , supports, ,Y ,
cradles for tanks, machinery, panels, switchboards, - etc., unless otherwise indicated .................... 3) d . G r a t in g . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Shop finish painted except chimney
. platform grating field paint with two (2) coats --
Paint No. 7
- e. Piping:
(1) All insulated and uninsulated piping, except , as otherwise specified .......................... 3 (2) All exposed fittings, flanges, covers, plates, C joints , valve bodies , bonnets , yokes , caps , frames, etc. ................................... 7 Consult with Resident Engineer ( 3) Insulated piping fittings, joints, flanges, exposed valves, traps, etc. .................... 7 Consult with Resident Engineer (I4) All exposed chemical feed lines . . . . . . . . . . . . . . . . Consult with t 7 Resident Engineer.
~~
(5) Uninsulated HP drain lines, fittings, flanges, valves, traps, etc. ............................ 7 (6) All blow down lines and fittings ............... 7 2 (7) All valve hand wheels .......................... (8) All exposed water lines and fittings ........... 11 (9) Compressed air lines and fittings .............. 12 (10) Fire lines ..................................... 13 (11) Carbon dioxide lines ........................... 1 ( 12) H y d r ogen l ine s . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 9 ( 13) Sulphuric ac id e l ines . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 (14) Exposed oil lines ...................<.......... . 9 (15) Valve hand wheels .............................. 2
*. s tJ'5 hr. -
$Nd$
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( 15-6
)c\s
* , eMcCA40 , .. 1 . . . k k_ _
i -1 STANDARD SPECIFICATION FOR -
-M --
FABRICATION OF STRUCTURAL STEEL t- ,
. ~ _ _
~
.-_-.2-
., .:- J K
. (Form 1700-P) __f~ - _ -d -
_.- -- + - =- '
. _ _ . _ - -- _j
- 1. CENERAL
~
A. Furnishing and fabricating of structural steel shall conform to the ~ ___ requirements of this Standard Specification,' the Job Specification, ~'
? :- "
g and the design drawings. In the event of variance between this - Standard Specification and the Job Specification or design drawings, _ _. the Job Specification and the design drawings shall take precedence. - -- B. Where the term " design drawings" is used in this Specification, it .
~~
shall mean " Consulting Engineers' Design Drawings". C. Where the terms "as indicated" or " indicated" are used in this Standard _ :. - Specification, they shall mean "as specified in the Job Specification - ~~ and as shown or called for on the design drawings". - D. All refer ences to the following publications are to the latest issue of ---___ ~ each: :- =C-
- a. American Society For Testing and Materials (ASTM) Standard Specifica --
- b. American Institute Of Steel Construction (AISC) Specifications. _
- c. American Welding Society (AWS) Standards. --
- d. Steel Structures Painting Council (SSPC) Standard Specifications. _
*2. AISC SPECIFICATIONS , Furnishing and fabricating of structural steel shall conform to all applic _
r- able requirements of the following AISC Specifications and Code, unless otherwise specified in this Form 1700-P or otherwise indicated in the Job - Specification or on the design. drawings: _- _f' A. Specification for the Design, Fabrication and Erection of Structural ~ _ - 1. Steel for Buildings, adopted November 30, 1961. _- . _ -f B. Specification for Structural Joints Using A325 Bolts, _ dated March, 1960 Q :n-C. Code of Standard Practice, re' vised March 15, 1959. - -
- 3. VERIFICATION OF MEASUREMENTS --
A. Prior to f abrication, Contractor shall take field measurements' to verify" - connections of new work to work in place. All such field measurements ^ shall be clearly marked and identified as such on the shop drawings,
- 5. Where such field measurements indicate differences in dimensions from -
Jthose indicated on the design drawings, such differences shall be -
?_
~ ' ~ ~
clearly indicated on the shop drawings. - l 4.~ SHOP AND FIELD CONNECTIONS . ,
*A. Shop connections shall be riveted unless otherwise indicated; welding __
~
~z' or high strength bolting may be used only if specifically approved by _
the Consulting Engineers. .
._ i_.-- _
B. Field connections shall be as follows, unless otherwise indicated:
- a. Connections of new steel to existing steel shall be welded.. mr
. ~.
- b. All other connections shall be bolted with high strength bolts, _ -
j using FRICTION-TYFE connections. _ _ _ _ . l .m - - _ . C. Furnishing of Field Bolts and Welding Electrodes: - g^ T
- a. The WORK shall include furnishing of all bolts for permanent field -
connections, including all bolts for common connections of structural._ ( steel and supporting steel by o.thers.
' b. Welding electrodes for field erection requirements will be furnished by the contractor who erects the structural. steel. _
Page 1 of 14 .
S . *1?.TI:R IA Ls (. A. MY't'oriclo shall conform to the cppliccble requirements of the Steadord
~
Specifications spreified in Table 00-1, and to the additional requirements indicated in the table. B. Mill Test Reports: One (1) copy of mill test reports for structural steel (~' shall be furnished to the Consulting Engineers. C. Inspection: The Purchaser and the Consulting Engineers reserve the l right to inspect the WORK at any time during the course of the WORK.
. Table 00-1 Materials For Structural Steelwork l
Material and Standard Speci ficat ion- Additional Requirements
- a. STRUCTURAL STEEL:
(1) ASTM A7.................... For all base plates unless otherwise Indicated. (2) ASTM A36................... For all other structural steel unless; A7 or other steels are specifically indicated.
- b. IIIGH STRENGTH BOLTS: Bolts: Heavy Semifinished Hexagon Bolts.
'AISC Specification for . Nuts: (1) Material: Heavy Hexagon Series of Structural Joints Using ASTM A325.
A325 Bolts . (2) Dimensionsr Heavy Semifinished Hexagon Nuts of ASA B18.2. Nuts may be either washer faced or double chamfered.
- Washers: One (1) washer required.for each bolt.
Beveled washers shall be used where required.
- c. RIVETS:
('~ Structural Rivet Steel, ( ( P '. ASTM A141 -
- d. WELDING: *(1) Electrodes shall be as specified in the Welding Structural Steel AISC Specification.
for Buildings S&L Form *(2) Manual or submerged are welding shall be 1701 used.
- a. STEEL CASTING: (1) Welding grades only shall be used.
Hild-to-Medium Strength (2) Material shall be full annealed and mechan-Carbon-Steel Castings ically tested. for General Application,- (3) Manuf actu.rer's' identification mark and ASTM A27 pattern number shall be stamped on each casting.
- f. IRON CASTING:
Gray Iron Castings, Castings shall be Class No. 30. . ASTM A48
- g. STOCK MATERIAL: Same requirements and etandard specifications as foregoing. Mill test reports, for applicable material, shall ordinarily constitute sufficient record, but separate testa may be required on pieces selected from any shipment.
Page 2 of 14 m
l , ,
~ENGINEdRO ,
concaeo l . (
'6. FABRICATION ~
dlIb *A. Fabrication Requirements for Plumbing Up: Specifications for erection of structural steel, as set forth in Standard Specification Form 1705-N, require that structures be plumbed or leveled such that the deviations
. for the completed work do not exceed the requirements of the AISC Code
- of Standard Practice, with the further restriction that for elevator hoistways the deviation shall not exceed 1" regardless of height.
Erection drawings shall be marked accordingly. B. Beam Connections: ,
- a. All beam connections shall be AISC Standard Beam Connections, "A" Series, unless otherwise indicaged, or unless reactions and/or moments indicated require special connections.
- b. High strength bolts shall be used in the same number as rivets.
- c. Welding connections shall be as indicated or as approved.
C. Shop Riveting:
- a. All shop rivets shall be hot-driven; the use of cold-driven rivets will not be permitted.
- b. Loose, burned or otherwise defective rivets shall be cut out and replaced. Recupging and caulking will not be penmitted. In cutting out rivets, extreme care shall be taken not to injure the adjacent metal. Defective rivets shall be drilled out if necessary to avoid
- injuring the metal on adjacent rivets. Rivet heads shall not be
~ burned off. -
D. Long Grips:
- a. Rivets: Additional rivets shall be provided as specified in the AISC Specification.
- b. High Strength Bolts: Additional bolts are not required for long grips.
E. Curb Angles and Guard Plates: Curb angles and guard plates which are
\ connected to structural steel on the main floor shall be shipped loose.
Curb angles and guard plates at all other levels shall be connected to the structural steel in the shop.' F. Framing Around Turbine Foundation: Structural steel and curb angles adjacent to the turbine foundation shall be detailed to permit erection after the turbine foundation is in place. - G. Girts: ~
- a. Fabrication of girts shall conform to the same plumb and level requirements i as.specified in paragraph 6A foregoing.
- b. Girts around w' indows, doors and louvers shall be fabricated in accordance with the following requirements:
(1) .All corners formed by junctions of vertical and horizontal girts shall be absolutely square. (2) Vertical and horizontal dimensions of openings shall each be within an overall tolerance of plus or minus 1/16". (3) Junctions of vertical and horizontal girts at door openings shall
. be detailed with end clearances not exceeding 1/4" nor less than 1/8",
and arranged for field welding closure of theae junctions. (4) Head angles for windows shall be detailed with and clearances not ex-ceedi=g 1/4", nor less than 1/8"; these clearances shall apply for intermediate joints in continuous runs of head angles, and also for joints at junctions of head angle and jamb angle. These joints shall be arranged for field welding closure, f Form 1700-P
\ m Page 3 of 14'
l
~
( ( l
. ~~(5) Fill pletes shall be provided at the junctions of jamb cnglec *l and sill angles, and arranged for field welding closure of thaso l Junetions. J
( 11. Int'erconnection of Sullding Structural Steel with Supporting Steel by ' Others: Field connections of building structural steel interconnecting ( with supporting st eel by others shall be provided for as follows, unless otherwise indicated:
- a. W1.cre supporting steel by others frames to building structural steel, Contractor shall provide all open holes in building structural steel
'to accommodate all connections for the supporting steel by others; provided, however. that this requirement shall not apply to gallery I s tce' by ot hers. l
- b. Where buildi ng st ruc t ural steel f rames tb supporting st eel by others, 1 open holes will be previded in the suppcrting steel to accoauodate all j connections for c he but Idi ng st ruct ural st cel . I
- c. To insure matching of these interconnections, the following procedure shall be followed with respect to shop details of such interconnecting work:
(1) Shop details for connecting ' supporting steel by others will be furnished te Contractor t hrough the Consulting Engineers. (2) Cent ract or's shop ~ det ails for connecti ng building st ructural steel will be furnished through the Consulting Engineers to the fabrica-tors of the supporting steel by others.
- d. Templates: Steel t emplates shall be provided for these interconnec-tions as follows:
(1) Steel t empla'.es shall be used for open holes in end connections of beams and girders 2'-0" or more in depth. and for the corre-sponding open holes in eclumns or other members to which such f beams and gi rders f rame. U (2) For bulding st ructural steel f raming t o supporting ' steel by others, cont ractor shall furnish the st eel templates. (3) For supporting steel by others framing to building structural steel, the steel templates will be furnished by the fabricator of the suppcrting steel. . (4) Contractor shall arrange direct ly with the fabricator of the supporting steel by others for excha'nge of templates, and all costs involved in such exchange shall be included as part of the WORK. The Consulting Engineers shall be kept advised of all such exchanges cf templat es.
- 1. Misfits: Attention is specifically directed to the requirements of the AISC Specification with respect to correction of errors when material is not erected by the fabricator. A: s *:rrors in shop work which prevent proper field assemblying and fitting will be reported, as soon as they are disc ~ overed, to t he Consulting Engineers and to the fabricator by the cont ractor who erect s t he st eel . Fabricator shall then make immediate substitution or arrange for correction at no cost t o Purchaser.
- 7. CAI.CULATION OF WEIGHTS A. The weight s of st ruct. ural steel furnished shall be calculated in accord-ance with the requirements specified in the AISC Code of Standard Practice for ateci sold on a price per pound.
- B. Cont ractor's at t ention i s specifically directed to the requirement of the cbove Code that when part s can be economically cut in multiples (or nested)
Page 4 of 14 y ( .
~r"ioaseEcao -F-- --- -
h-( (s c"*chao -j~~ -- _ _. = =%_= frco material of larger dissnsion, tha waight chn11 bn celculeted ce the5.,_-- basis of the dimensions of the material from which ths parte are Wut.W. ;f: C. Af ter completion of the WORK. invoices showing the'-sctus1 weights of f-M
.e steel furnished shall be submitted to the Consulti4Engineerqwgh-M
- 8. ELIVERY OF MATERIALS
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Naterial shall be delivered to the site in the~ Nder reqEired for eredion5--d-
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- 9. SHOF DRAWINGS
* * ~-~' ~ 3 - _%_.. ~
WM A. S. hop drawings shall include erection drawings and deM1' drawings for5M-
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all parts of the WORK. including erection drawings and field welding ~~^2=-# detail drawings for welding new steel to existing steel. Three (3) prints of shop drawings shall be substitted'to the Cons'i1 ting .1N
~~4 6 s i- 5 ~
.B.
Engineers for approval, and fabrication of any workdovered by_suchr * - -C
~ -
~
shop drawings shall not be started until such approval is received.- ~ __ ---4 If prints of shop drawings are returned 1sarked and -stamped "Approv'ed -
. :_T Except As Noted" Contractor shall correct such shop. drawings end _ -_f resubmit three (3) prints of them until the drawings ~~irre approved.6 f--
C. After final approval of shop drawings, contractor shall furnish-tha> ~ : N ~ Consulting Engineers with the number of prinis specified in the Job . ~~ ~ s Specification.
- 10. SHOP CLEANING AN6 PAINTING
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Q A. Shop cleaning and painting of structural steel shall conform to chef ~7 e
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requirements of this Article. _ _ B. Cleaning: Cleaning of structural steel, including inspection'and J approval of cleaning, shall conform to the requirements of applicables _ -l Standard Specifications of the Steel Structures Painting Council,_and _ __._,_y to the following requirements: % - -- w
-n g a. Immediately prior t o, and throughout, the shop painting process, all I surfaces to be painted, including welds, shall be Oioroughly cleaned,;d -" - -~
V of all foreign matter detrimental, to the paint,-such as: -
. (1) Oil, grease, soil, drawing and cutting compounds. ~ ~ ~ ' 'm,_T ic -
(2) Weld flux and spatter. - 1 1-- - '=- O h
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(3) Alkaline scale or deposits. _ -g i._ _. _ _- -- .- .- 1 tyr (4) Loose mill scale, loose rust and loose; paint. , ~M , (5) Any other contaminents to, the paint.___u _- ~_T
= _ =___ ; r - C
- b. All areas to be left unpainted, as specified following under:"Eastent-of Shop Painting",' shall also be cleaned "
_as above_specified.C 1--% C. Extent of Shop Painting: _f -- _J W+ Q
' a. Surfaces to be shop painted, and surfaces to be left unpainted,;ahall ; p --~
be as specified in Table 00-2. - M -- 7 ; ~M ' ' '
- b. Machine-finished surfaces shall be protected against . corrosion by-a.- ~-- .-
suitable antirust coating. ' ,__..--& -
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- c. Paint.: ,
*(l) Paint numbers referred to in Table 00-2 are manufacturer'ay1 designations and shall be used in ordering paints. -
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m-~ (2) Paint shall be as made by the Detroit Graphite 7 Division of.the Valspar Corporation, or approved equal. __.=2 Jy-+4,
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. Form 1700-P Page 5 of 14 -
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( Table 00-7' "xtent of Shop Painting
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' P: int *Manufcetursr's
- Color Paint No.
Requirements -- Surface irfaces in contact af ter i nop assembly............ No Paint
.b. Surf aces in contact for field erection...........
No Paint '
- c. Contact surfaces under heads, nuts and/or washers of high strength bolts........... No Paint :
d'. All joints to be field 3" wide strips l l welded................... co be left un- $ painted on l each side of joints.
- c. Surfaces inaccesible after shop assembly (other than contact surfaces), or inac-censible after field erec- "
2 coats of tion..................... paint of dif-ferent colors, as follows: 1st (prime) 501 coat......... Brown Black 30 2nd coat..... All other surfaces (ex- 1 (prime) lh
'ept stack).............. Brown - 501
' coat of paint.
D. Minimum Thickness of Paint:shall be applied so as to result in a minimum dry
- a. Each coat of paint, paint thickness of 2.0 mils,
- b. Inspection of paint thickness shall be based on measuring average wet film thickness using a Nordson Wet Film ' Cage, No. WFG-100, as made' by the Nordson Corp., Amherst, Ohio, or an Interchemical wet film thick-ness gauge as made by Cardner laboratory, Inc., Bethesda, Maryland. -
For the Nordson grQge, not less than two applications of the gauge shall be made in each area to be tested to determine an average wet
~ ~
film thickness; for the Interchemical gauge, not less than two rolla of the gauge, in opposite directions, shall be made for each test.
- c. The paint manufacturers shall accordingly be required by Contractor to furnish the Consulting Engineers and the Contractor with the wet film thickness required, for each class of paint and method of wet These
' application, to obtain the specified dry film thickness. film thickne .
the original containers, with no thinners added.
- d. If contractor. intends to use thinners he shall inform =ethod intradad the Consulting of appli--
Engineers and the paint manufacturer of his cation. The paint manufacturer shall then re-evaluate the paint and
'~ Par.c 6 of 14 O .
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,_s furnish the Consulting Engineers and the Contractor with the new wet film mil thickness required.
,. e. If the required minimum dry thickness is not attained, additional fd coat's shall be applied to produce the specified thickness. ._____
E. General Requirements for Painting: "
- a. All surfaces shall be perfectly dry before and while being painted.
Sufficient time for drying shall be allowed between coats.
, b. All paint materials shall be in the manufacturer's original packages with the seals unbroken until used. All mixed paints shall be applied exactly as specified by the manufacturer.
- c. No outside painting shall be done during damp weather or at a temper-ature less than 50 F.
- d. Masking will not be required around areas to be left unpainted for field high strength bolting.
- e. Two-Coat Work: For two-coat work, the second coat shall not be applied until the first coat is completed, inspected and approved.
If the succeeding coat is applied before approval of the undercoat, it will be assumed that such undercoat has not been applied and at the option.of the Consulting Engineers such undercoat shall be reapplied or the entire coating shall be remov.ed and this area repainted from the beginning. F. Correction of Painting Work: -
- a. Painted surfaces of structural steel will be inspected in the field after a reasonable period of weathering, and if the condition of any surfaces indicate insufficient thickness of paint was used, or method of application was incorrect, etc. (regardless of prior approval of lf" ,
4.. , the work in the shop), Contractor shall repaint all such surfaces in the field as directed. .
'~ b. The foregoing requirements shall'not apply with respect to surfaces abraded in shipping or handling, etc., for which field touch-up painting will be b.y the contractor who erects the structural steel.
- 11. STANDARD DETAILS The following standard detail drawings are attached hereto and form a part ,
of this Standard Specification: . Page 8 - Standard Detail of Curb Angles Page 9 - Standard Detail of Curb Angles Page 10 . Standard Detail of Curb Angles and Guard Plates Page 11 - Standard Detail of Curb Angles and Guard Plates i ,Page 12 - Standard Details of Column Base Plates Page 13 - Standard Details of Removable Beams Page 14 - Standard Details of Removable Beams
~.
- Revision Note: This Form 1700-P, dated 12-21-62, supersedes Form 1700-N.
Changes in the' written portion are indicated by esteriska. The standard detail drawings have not been revised except .. as to standard number end date. I 1 hi'. ' Form 1700-P Page 7 of 14
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( g Pb STANDARD SPECIFICATION FOR ERECTION OF STRUCTURAL STEEL (
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. (Form 1705-N)
- 1. GENERAL
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A.. Erection of structural steel shall conform to the requirements of this Standard Specification, the Job Specification, and the design drawings.- In the event of variance between this Standard Specification and the Job Specification or Design Drawings, the Job Specification and the Design Drawings shall take precedence. B. Where the term " design drawings" is used in this Specification, it
~
shall mean " Consulting Engineers' Design Drawings". C. Where the terms "as indicated" or " indicated" are used in this Standard Specification, they shall mean "as specified in the Job Specification and as shown og called for on the design drawings". D. All references to the following publications are to the latest issue of each: .
- a. American Society For Testing and Materials (ASTM) Standard Specifi-cations.
- b. American Institute of Steel Construction (AISC) Specifications.
- c. American Welding Society (AWS) Standards,
- d. Steel Structures Painting Council (SSPC) Standard Specifications.
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- 2. AISC SPECIFIC ATION Erection of structural steel shall conform to all applicable requirements a_
As sV of the following AISC Specifications' and Code, unles's otherwise specified in this Form 1705-N or otherwise indicated in the Job Specification or on l the design drawings: , A. Specification for the Design, Fabrication and Erection of Structural f Steel for Buildings, adapted November 30, 1961. B. Specification for Structural . Joints Using A325 Bolts, dated March,1960'. C. Code of Standard Practice, revised March 15, 1959.- (
- 3. ERECTION DRAWINGS Erection and detail drawings for all parts of the WORK including erection drawings and detail drawings for welding new steel to existing steel, will be prepared by the contractor who furnishes and fabricates the -
structural steel, and approved prints of all such drawings will be furnished to Contractor by the Consulting Engineers.
- 4. DELIVERY OF MATERIAL A. Anchor bolts for structural steel will be shipped to the job in advance by the contractor who furnishes and fabricates the structural steel.:e and will be unloaded and set by others. .
* - B. All other structural steel material will be delivered to the site by
+ the contractor who furnishes and fabricates the structural steel, but shall be unloaded, stored, as approved or, as directed, and erected by Contrac tor.
- 5. sacaING. BRACING AND SCAFFOIDING Contractor shall furnish and install all temporary shoring, bracing, scaf-folding, planking, falsework, etc. , as required for the proper execution i of the WORK, and shall remove all such. temporary constructions when the I
;' need for their use shall have passed. . q 1 of 5
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- 6. LINES AND GR ADES A. Contractor shall lay out all lines and grades from existing base lines i e- ,
and bench marks on the property' and shall be fully responsible for the lh correctness of such lines and grades laid out by him. He shall be _ _.I ( N' responsible for preserving all existing bench marks and reference' points. Purchaser reserves the right to verify the correctness of - lines and grades during the progress of the WORK. Such verification
. by Purchaser will not relieve Contractor of responsibility as above
, specified.
B. Contractor shall notify the Consulting Engineers of any differences in location of existing work from that indicated, wherever such dif ferences may affect the new work. .
- 7. FIELD CONNECTIONS A. Field connections shall be as follows,' unless otherwise indicated:
- a. Connections of new steel to existing steel shall be welded; wel' ding shall conform to the requirements of Standard Specification Form 1700, " Standard Specification for Fabrication of Structural Steel".
The services of an inspector for welding will be furnished by Purchaser.
- b. All other connections shall be bolted with high strength bolts. __
B. Furnishing of Welding Electrodes and High Strength Bolts:
- a. The WORK shall include furnishing of welding electrodes for all field erection requirements. )
- b. High strength bolts and washers for permanent field connections, including common connections with supporting steel by others, will be furnished by the contractor who fabricates the structural steel. l
- 8. ERECTION A. Plumbing Up:
4 _'
- a. Steelwork shall be set accurately to the established lines and grades, and shall be plumbed and leveled such that the deviations for all completed work do not exceed the requirements of the AISC Code of Standard Practice, with the further restriction that for-elevator hoistways the deviations shall not exceed 1" regardless of height.
- b. Material shall be carefully handled and members shall be fitted into place by methods _ that will not injure the material.- Any material unduly injured, in the opinion of the Consulting Engineers, shall be replaced by Contractor at his own expense. i B. Column Base Plites: Column base plates shall be set and leveled by Contractor, but will be grouted by'others.
C. / ssembly of High Strength Bolted Joints:
* .. Installation of Bolts:
(1) Bolts shall be installed using a hardened washer under the bolt 'l head or under the nut, 'whichever is the element used in'- tight-ening. Beveled. washers shall be used where required. (2) Holes shall be faired-up in each connection with enough pins to maintain dimensions and plumbness of the structure. These pins - shall remain in place until all the bolts in the balance of the . .l holeo have been tightened. -
, .s. __ .. ...
(3) Enough fit-up bolts shall be installed and tightened to insure "l
' that the connected parts are properly fitted. Permanent high n
~
strength bolts may be used for fit-up. (4) High strength bolts shall be installed in the remaining holes f, r and the nut spun on each of these bolts to a snug condition - d N-l 2 of 5
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. with the imptet wrench; tightsning ohn11 then be continued to produce the torque specified following (under " Inspection of lll) ' Bolting") or at least an additional one-half turn, whichever is h'.19'-
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the greater. The chuck of the wrench shall be marked to permit
~
visual observation of its rotation.
. (5) Pins, and temporary fit-up bolts (if temporary fit-up bolts are used), shall then be replaced with high strength bolts and these bolts shall be tightened as specified in Step (4).
(6) If permanent high strengt'h bolts are used for fit-up bolts, the tightness of each fit-up bolt shall be checked with the impact wrench by tightening one-quarter turn. If these bolts do not appear to be tight, they sh'all be made snug and tightened as specified in Step (4) .
- b. Inspection of Bolting: The services of an independent testing l laboratory will be furnished by the Purchaser to conduct field l inspection of the bolting work in accordance with the following specifications unless otherwise indicated:
(1) Each day three bolts of each required diameter will be tested l in a tension device such as the Skidmore-Wilhelm calibrator. (2) Bolts wfl1 be tightened to the tension indicated in the AISC
. Specification.
(3) The inspector, by means of a calibrated torque wrench, will determine the torque on each tightened bolt by attempting to tighten the nut a very small amount and will average the readings on these bolts. He will add 50 ft. Ibs. to this amount to establish a torque-tension relationship for each bolt g> diameter, and this ratio is the norm by which he will check bolts for that day. -
~\q2r (4) In each connection on the ' structure, approximately 10% of the bolts will be tested, but never less than two.
(5) In testing, the inspector will place his vrench on the nut, l read the dial on his wren,ch while attempting to tighten the nut l a very small amount and will compare this reading with the required torque establ,ished in Step (3) above. (6) If the inspector discovers'one or more bolts which are under- ] torqued, all bolts in the connection shall be tightened with an l
. impact wrench by the erector and will be checked again by the inspector.
(7) Contractor shall furnish necessary labor to assist the inspec-
. tor, and shall furnish all necessary staging for inspection access. Contractor shall also furnish the tension device, such as the Skidmore-Wilhelm calibrator. The device furnished shall be as approved by the Consulting Engineers, and shall bear a certification as to the accuracy of the device. Such certifi-
- cation shall be dated not more than 30 days prior to the first er actual use of the tension device for inspection of the WORK.
, D. Curb Angles and Guard Flates .
- s. Curb , angles and guard plates on structural steel around the turbine
, foundation will be shipped loose, and shall be temporarily bolted y' l' "r 4 in place by Contractor, using the permanent bolts furnished for this purpose; final adjustment and permanent tightening of these
' p> curb angles and guard plates will be by others. W ,
; Form 1705-N 3 of 5 N
9
( 4
- b. All othar curb cngleo cnd guard platoo connteted to otructurcl steel but shipp2d loo s shall be cat, cccuratoly aligned and 1Gvalsd
'to exact elevation.
E. Coal Bunker: Coal bunker shall be erected using both field welding c, and field bolting as indicated on the design drawings. Esads of high strength bolts shall be on the outside of bunker. F. Columns and Beams:
- s. Heads of high strength bolts shall be on the outside faces of column
, flanges.
- b. Heads of high strength bolts shall be on the top side of the top flanges of beams.
G. Crane Runway Rails: All crane runway rails included in the WORK shall be set, aligned and leveledon runway girder,s with bolts and rail clamps in place. Rails shall be accurately aligned and leveled. H. Girts:
- a. Erection of girts shall conform to the same plumb and level require-ments as specified in Paragraph 7A foregoing, and to the require-ments hereinafter specified.
b Girts around windows, doors and louvers shall be erected in accordance with the following re,quirements: (1) All corners formed by junctions of vertical and horizontal girta shall be absolutely square. (2) Vertical and horizontal dimensions of openings shall each be within an overall tolerance of plus or minus 1/16". (3) Junctions of vertical and horizontal girts at door openings will be detailed with end clearances not exceeding 1/4" nor less than 1/8", and will be arranged for field welding closure of f . these junctions by Contractor. L (4) Head angles for windows will be detailed with end clearances not V exceeding 1/4", nor less than 1/8"; these clearances shall apply for intermediate joints in continuous runs of head angles, and also for joints at junctions of head angle and jamb angle. These joints will be arranged for field welding closure by Contractor. (5) Fill plates.will be provided at the, junctions of jamb angles and , still angles, and arranged for field welding closure of these junctions by Contractor. I. Misfits: Attention is specifically directed to the requirements of the AISC Specification th'at corrections of minor misfits and a reasonable amount of cutting and reaming are considered a part of erection. How- l' ever, any errors in shop work which prevent proper field assemblying and fitting of parts shall be reported, as soon as they are discovered, to the Consulting Engineers and to the structural steel fabricator, so that the fabricator may either correct the errors or approve the ' j methods of correction to be used.
- 9. CLEANING AND PAINTING A. Af ter erection, structural steel shall be cleaned and field touch ,up painted in accordance with the requirements of this article. ]
- 5. Field Cleaning: ,
,. .j
- a. Cleaning of structural steel surfaces for field touch-up painting, including inspection and approval of cleaning, shall conform to the applicable standard Specifications of the Steel Structures Painting l
Council. /o b. Immedicately prior to, and throughout the touch-up painting process, l all surfaces to be painted, including welds, shall be thoroughly i 4 of 5 N
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*.
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(- {- cleaned of 'all foreign mattar detrimental to the pcist, such as:
$. (1) Oil, grease and soil.
(2) Weld flux and spatter. - ('. (3) Alkaline scale or deposits. (4) Inose mill scale, loose rust and loose' paint.
~~ '
~~ ~~
(5) Any other contaminants to the paint. C. Extent of Fiald Touch-up Painting:
- a. Field touch-up painting shall consist of one (1) coat .sf paint applied to the following surfaces after they have beam properly cleaned as hereinbefore specified:
(1) Surfaces where the shop coat, of paint has been marred, scratched . or otherwise damaged, due to shipping, handling, erection, installation, weathering, etc. l (2) Heads of field bolts and nuts, and adjacent surfaces lef t l
. unpainted in the shop.
(3) Surfaces of field welds, and adjacent surfaces left unpainted in the shop. (4) Surfaces of any ferrous fasteners not otherwise protected.
- b. Exposed fabrigation, erection or shipping marks shall be cleaned off and the areas touch-up painted to match the adjacent surfaces.
- c. Paint: Paint shall be No. 501 as made by the Detroit Graphite Division of the Valspar Corporation, cr approval equal. The paint number is the manufacturer's designation, and shall be used in ordering the paint.
D. Minimum Thickness of Paint:
- a. Paint shall be applied so as to result in a ministas dry paint 7 thickness of 2.0 mils.
L b. Inspection of paint thickness shall be based on measuring average V wet film thickness, using a Nordson Wet Film Gage, No. WFG-100, as made by the Nordson Corp. , Asherst, Ohio, or an Interchemical wet film thickness gauge as ma'de by Cardner I.aboratory, Inc., Bethesda, Maryland. For the Nordson gauge, not less than two applications of the gauge shall be made in each area to be tested to determine an average wet film thickness;-for .the Interchemical gauga, not less
~l than two rolls of the gauge, in opposite directions, shall be made for each test.
. c. If the required minimum dry thickness.is not attained, additional coats shall be applied to produce, the specified thickness. ,
E. General Requirements For Painting: a.. All surfaces shall be perfectly dry before and while being painted.
- b. All paint materials shall be in the manufacturer's origins 1 packages with the seals unbroken until used. All mixed painta shall be applied exactly as specified by the manufacturer.
c.' No outside painting shall be done during damp weather or at a
-~
temperature less than 50 F. ,
- d. Contractor shall be responsible for all damage to floors, walla, .
etc., caused by paint spots, and'shall clean off all auch spota..
- l,
_. etavision Note: This Form 1705-N, dated 12-21-62, supersedes Form . _ 1705-M; revisions are indicated by asterisks. l x t, . Form 1705-N ~5 of 5 9
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'l STANDARD SPECIFICATION FOR "
FIELD PAINTING ('.U ~ (Form 1791 ) -
~
1, GENERA 1.- A. All field painting shall conform to the requirements of this Standard ; Specification, the Job Specification, and the Design Drawings. In the eventi of variance between this Standard Specification and the Job Spec-ification or Design Drawings, the Job Specification and Design Drawings shall take precedence. B. k'here the term " design drawings" is used, it shall c:can " Consulting Engineers' Design Drawings" . C. k*here the terms "as indicated" or " indicated" are used, they shall mean l "as specified in the Job Specification and as shown or called for on I the design drawings" . . l D. All references tq, the following publication are to the latest issue, j together with the latest additions and/or amendments thereto, as of the date of Contract, unless otherwise indicated: Steel Structures Painting Council (SSPC) Standard Specifications.
- 2. SCOPE A. This Specification covers requirements for surface preparation and applica-tion of field painting on equipeent and building structures, on their accessories and associated appurtenances, all as related to the following:
e' a. Field prime coat painting.
! -. .b. Field touch-up painting. ,
D c. Intermediate and finish coat painting applied in the field,
- d. Special coating, and
- e. Color coding, identification and marking.
B. Contractor shall furnish all materials, labor and equipment to perform the indicated work. The extent of ;.he VORK shall be as specified in the - Job Specification.~ . C. This Specification does not include Field Fainting of the following materials and surfaces:
- a. Copper, and sinitar non-ferrous metals,
- b. Stainless Isteel.
- c. Aluminum (except contact surfaces '- to prevent electrolytic action).
- d. -Fainted grating.
- e. Factory prefinished surfaces.
.f. Cast iron. -
- g. Plastic or plastic coated conduit.
- h. Transite conduit.
- 3. INTElff
- The intent of the requirements of this Standard Specification for Field --
Painting is to insure thorough and proper surface preparation, and careful _ and complete paint application to all exposed areas of surfaces specified , {
- to be field painted in the Job Specification; using the type of paint 7 ' ,7 designated, and color. system specified therein, and ~ observing strictly a
the following procedure: A. Contractor shall thoroughly clean, prime cost where indicated, and for
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'Fage 1 of !!.
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t ouch-up the ent ire wors or a substantial portion therc, , befcre N starting the intermediat'e coat of paint. However, work chn11 procaed in a pattern that will keep to a =inimum the necessity far rselacning -
; the touch-up work already done, or the intermediate coat already a ppli ed . Cleaning shall be done in such manner as not to liberate dust, and shall be approved by the Purchaser and/or the Consulting ,
'- Engineers. No intermediate coats shall be applied until the clean-ing. pri_ e coating and/or touch-up work has been approved.
B. Afier the intermediate coat has been applied, if any is required in the Jeb Specification, no finish coat shall be applied until the inter ediate coat is completed, inspected and approved. If any succeeding coat is applied before approval of the undercoat it will be assured that such underecut has not been applied and at the option of the Furchaser and/or Consulting Engineers such undercoat, shall be reapplied or the entire coating shall be removed and this area repain:ed from the beginning.
- 4. GENERAL TdQUIRDEhTS A. Cooperation With Others: The WORK shall be done so as not to interfere with tne operation of the station, operators, craftsmen or other con-tractors authorized to be in the area.
B. Safety Requirements: All safety measures and precautions required by Purchaser and/or by city, county, state or other authorities having jurisdiction, and safety recozoendations of materials manufacturers, suppliers, etc. , shall be carefully co= plied with during the entire course of the WORK. C. Paint:
- a. Paint shall be as made by the canufacturers hereinafter specified, and/or as specified in the Job Specification and shall be delivered .
to the place of use in unbroken containers bearing manufacturer's k brand name and number.
- b. Paint identification numbers are paint manufacturers' numbers and *
'" shall be used in ordering palat. , ;
- c. Paint shall not be mixed or stored in contaminated containers. All paint shall be thoroughly mixed before using and shall be applied {
in strict accordance with manufacturer's instructions, as approved by the Consulting Engineers. D. Protection and Clean-Up for Field Work:
- a. Contractor shall furnish the necessary drop cloths or other protec-tion required to fully protect'all surfaces from paint dropping, mist and all other, conditions due to execution of field prime coat, field touch-up, intermediate and finish painting work by Contractor. ,
1
- b. ' Contractor shall exercise particular tare to keep clean and unpainted all valve stems, motor shafts, and other such moving parts in order
- l not to impair their free movement. Any paint deposited on these parts shall be carefully and completely removed. j l
- c. Equipment name plates, pressure gauges, instrument glasses, machined l
- surfaces, electrical indicating devices, etc., shall be protected by nasking to keep them free of paint. ,_
'd. Permanent names painted on equipment shall be protected so as to ' T~"
leave the names free'of point and legible, or shall be repainted. "
- ~
)
E. Storage of Paint 'and Provision for Fire Fighting Equipment : ~- '?J 7
- a. A tesperary building shall be provided by Contractor for bulk {} *
- m. $ j. ~ j storage of paint and paint material, and for mixing of paint.
p thinner, etc., as are used f rom day to day. The building shall be ( (~
+ -
Page 2 of 14 - e 9
cwas>Ju uwur n .,
- ENGINEERO [ . ._
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L:$N2W --$TX LT<-h_= properly ventilated, and shall be adequately protected:vith_ fire fightG.'~
. ing equipment satisfaetory to Purchaser."-ThCflosiLoL=this-building .2. ~.~. ~CE
' (Y. shall be kept clean at all times, and oily ra"gsMa'stj7etc.._.sha11N removed from this building at the end of"ea~ch working 1 day. --'--~"-*= =-Qy
---- _ = . , _ _ m a, -
- b. Adequate fire fighting equipment , satisfactory-tio:Purchaserr'shI11TFE =- r=
~
also be provided by Contractor at all locations:where painting > work-is~M in progress.- E;.1_-rm F. Hoists and Scaffolds: Purchaser will designate-locati'on- of hoistsTandP: W if '- .E^fdd]
~ ~
, scaffolding so as not to interfere with the.)cogressloffscher work or31"t%'=,.d fM the operation of the station. Cont ra c t or 's _sca f fold ing p:wa lkway s--- et c .T~
~
shall comply with all applicable requirements of' city,- county,, state-dr 1. j other authorities having jurisdiction, a_nd_ shall also meet;with7urchageMal d: approval. Contractor shall remove such scaffold'ing,7walkassys,7 etc. ~, atTUd
~~i _ ~~~=j;-b _~-- ~ c: - "ET E --h 1
l termination of their use. G. All metal jackets on equipment and pipingRand all_ cable. pans. 4which are _3 not to be painted) shall be protected and shall be kept= free of pai_ntF . xm H. Sufficient care shall be exercised by painters while painting airound~ &~Z_ d switches and controls so as to avoid tr{pping of clicuits.~~ It'l's impera- a - tive that all switches shall remain unmoveTand undistusbed by' painters.EEM I. All shipping tags, wires, strings and all other means of temporarf-or_Ed5Q2 shipping identification on surfacts to be painted'shall be1 removed:from---m_Q? such surfaces, but only after checking w"ith and_ receiving authorization J Z from Purchaser's representative. - -~ - 2 - d_ - " _ 4"?=
-~~
J. Contractor shall clean all spots from surfaces which;have'_been spotted #l with paint such as vindow glass, floors, usils, equipment, etc.~, liavingM - y. 7 the premises spot clean to coeplete satisfactioniof Purchaserc _ .._: pag?:=n
. *- --' ~~ ~~.-'; _
~
*."7-- y Q K. Piping Work: _
The term piping includes valves, pipelines,xtraps,-strainers, and all-- ._Q .a appurtenances in a piping system. All such piping systems that are on M.3 j G
~
~~J 551:S insulated shall be painted as indicated2 in-the S3'M T C- .Tob Specification ~_C DwNY~h
'L. Conduit Work: '7 The term conduit work includes conduit.dfdtiligi,TjurEtian bAesMne'atikW"=d8 boxes, fasteners and all appurtenances. - All such:condult; systems'aha11%.9'=8 be painted to natch adjacent or surrounding-areas _ unlessfotherwise 'spect_;ll..O _., -- -
m fied in the Job Specification. ,...-=_m_.__ _ ;_;;3 .-c = m M. Miscellaneous Appurtenances: - - -c. ~~5 2----~D_- -. y*#42 ~~-
--~
- a. Control and regulating equipment linkages, etc.. shs11 be painted tol2";E ==7 match the equipment to which they are attached.= ,2 . f - rp-sg[
b.*Small pipe, ducts, radiators and other_ sea 11 objects alongside or_ J gg-
~
adjacent to large surfaces shall be painted to match. background color.5J::c.4a
- c. Brackets, hangers, and other accessories shall be painted to match the?- ==*
supports to which they are attached.~-- - 1_d _.j!- _ - 5]_-~Q :W-C3
- 5. INSPECTION
_ _ c -- v ___ - ~ -
.m v A. All work covered by this Specification will be subject to inspection by .'-T - Ed Purchaser and the Consulting Engineers, and any work found not. in.accordMss ance chaser with and the theConsulting Specification Engineers.: shall =beMredone - h _;5t~o J~ the [ iI satisfaction O g - M "~ of;Pu B. Where surfaces have been prime coat paintediby others,-the surfaces'shan~_^ _
be inspected by Contractor prior to performing any work on them."' Wherevers_-a; the proper primer has not been used, or-the surface has"not been properly @M k.g., , prepared for field painting. etc., this fact shall be _temmediately_repor,t_edag M - W N<;j&- - r. - _ - -j -- Form 1791 Page 3 of 11 -9 _
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37 =-7.7'. q s
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to Porchaser's representac tve fer remedial act ion. Q.
,; p =- w S - A M _ g,E.*.4 %
- .. .__ = v Purchaser or :r.e Consulting Engineers =ay make rendx spot chscids~~o~QL;---3w_S__ '
y C -_ _
' mater:als. qu:pment, etc . which . ave been painted, by removing assil_h--~~-M
' swatenes of paint to bare metal wach acetone and exa=ining the surface;~;.4B E
-w_; fera with a 10 poser =agnifying glass to observe the absence ot. pre'sence:of'"2 - G=0 ~
ru st a. car c'te prime coat. The presence of rust or rust sta ins'Mr- # #~~ = - ' ^^E ' ; -_ ' - --M -- d suen sva:cnes shall be suf ficient cause for rejecting the-work,=aod ~ Cont ractor s .all reprepare and recost the work in the n=w_ field:stidisInen?s.=sa-1;- m4 ex pense
?=- ~~-i = %- 2 2._.-- -gs-1 M 6 SURFACE _Q[FA?r W (CI.EANINO 5 I:r.cd:a:<' y prier to prime coating and touch op and throughout~t%7 - T-,0.5 ~~M- - -_ A painting prscess , all equipment and other surfaces to be painfedhhal15,dd ==M_
cceiv. 2.e of. or a combir.ation of, the following s2r f ace preparations ~.q=~ _- --- - ,m==q wh:en stai c.vistst of the following method a' as required and/or_.as '-Mit._-~__ J-- ' " M _ - spec f:+i :n cne Job Specti:c ation; __-._ . g- j .-jt- -- {l 5 gj g a W: 3: ! Solvent C1 caning -
. Ec
- _ T .;. Q = 1 - ---H b L: .M - Hand Cleaning
- c. N:.M .): Power Tool Cleaning r __::_N ?~ g Mh w~w ] C--' 4~M =
- d. Metex : . Commercial Blast Cleaning
- e. Method 3 : Slast Cleaning to " White" Metal .' - 's - d ZZ1 --
B Metnod 1 Salvent cleaning: C. 5PMS id
- a. Solvent cleaning shall be used primarily to remove oit oc. grease,I=Ch-and shall conform to the applicable requirements of SSPC SurfaceC.j$ME7nQ Preparation Specification No.1. " Solvent Cleaning" . m 1_._ds- _=e 1_ a b Solvent cleaning shall also ~ include removal of soil, cement _spetter','l_%:Q--4[
drawing compounds, salts and other foreign matter as set -forth in_~_.=y= ~3r- ~ ~ .
-m J: .-;
~_T the foregoing SSPC Specification. -
-~ m
-p h Q -.rC ~h
- c. No flammable or toxic cleaner shall be used. .- --- - .= w r -- b
~_
' C. Method 2 - Hand Cleaning:
( "'DW z a. Hand cleaning shall be used primarily to remove loose mill scale l~5,_ _ D toose rust, and loose psint, and-also al'1 slag, weld sp1'atter 'and" 3=C ;-T=--$$ alkaltne scale from welded surfaces, by the use of hsod brushingC-F f L7%45 hand sanding, hand scrapir.g, hand chipping, or other hand impact 2_~ -
- "~TfdETm $
tools, and shall conform to the applicable requirements of SSPC Surface Preparation Specification No. 2 " Hand Cleaning. .gg _3 7.
- b. Otl, grease or salts shall first be. removed by Solvent Cleaning 9 = . ~ i :s j@J
~~
Tr 7 'r ^. g :: C --I
.as hereinbefore specified.
D. Method 3 - Power Tool Cleaning: DM _En __--~k - 7-- loose mill .- f 4- { ))
- a. Power tool cleaniny shall be used primarily to removescale. loose_--2 rust, w= and loose - 43
.and a14stine scale from welded surfaces, By the use cf powei~ wife ~1.MC97-jM brushes, power impact tools, power grinders, power sanders, or a zi __9 - J -- ~ .-y
-J _---g~.j;%
combination of these methods, and shall conform to the applicable _ _ d_2 _ S requirements of SSPC Surface Preparation Specificatice' No.~ 3, Cr"-
" Power Iool Cleaning". J ^ ~ r: , 2#C " --ii1Q
- b. Power ' tool cleaning shall be used as required t o supplement Mechod:.c---j ,.i, ~2 d,T_;
No. 2. " Hand Cleaning", and/or shall be used where specified ord- ' x ~M.1- v - ~225 W.---y ~3 girect,4. _
.__ q_
_t.__.- . _ --;t-7
- c. 011, grease or salts shall first be removed by Solvent _Cleamla_ g~aswv;.__ - _.- 7 3 hereinbefore sn.eetffed.
=_. ~ W,I;-~: P T ---- m - _ # "- n_ d.
P 22~-~~"~,._rE ~_ m - r_fd E.' Method 6 - Commercial Blast Cleaning: T
- a. Commercial blast cleaning shall be used to remove niil aca'1 Wit?'D = -
--g rust-scale, paint or foreign matter by the use of abrasives-~ propelled -_ -- _
- y. _&_;.~ a_-tm -
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. . + . - - =_m_s-=+.- 2v --=a-.:-
Page 4 of 14.
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2 ARDENT 6 LUNDY - (- ENGIN E E RO h ,' C tHC AGO i through nozzles or by centrifugal wheels, and shall conform to the
.: - applicable require:nents of SSPC Surface Preparation Specification No.
GF 6, " Commercial Blast Cleaning",
- b. Heavy deposits of oil or grease shall first be removed by Solvent Cleaning as hereinbefore specified.
. c. Excessive rust-scale shall be removed by Hand Cleaning or Power Tool
. Cleaning, as hereinbefore specified, prior to blast cleaning.
F. Method 5 - Blast Cleaning to " White" Metal:
- a. Blast cleaning to " White" metal shall be used for the same purpose as Method 4, and shall conform to the applicable requirements of SSPC Surface Preparation Specification No. 5, " Blast cleaning to ' White' Me t a l" , " White" metal is defined "to mean a surface with a gray white, uniform metallic color, s11gntly roegnened to form a suitable anchor pattern for coatings.
- b. The depth of anchor pattern shall be as specified in the Job Speci- -
fication.
- c. Heavy deposits of oil or grease shall first be removed by Solvent '
Cleaning as hereinbefore specified.
- d. Excessive rust-scale shall be removed by Hand and/or Power Tool Clean-ing, as hereinbefore specified, prior to blast cleaning.
Note : Methods 4 and 5 shall be used only when and where specified in 'the Job Specification. G. Before application of intermediate or finish paint coats over surfaces previously painted or prime coated by others all loose, scaly paint,
- p. blisters, rust, etc., shall have been removed by one of the above methods s, as indicated in the Job Specification, and shall have been prime coated and/or touched-up as hereinafter specified. All surfaces shal1 be free Q" of lint, dust, dirt or other foreign matter innediately prior to applying each coat of paint.
H. Particular care shall be taken in preparation of hot surfaces so that paint applied by Contractor will be well bonded. I. Plame cleaning of surfaces will not be required unless specifically in-dicated. - J. Concrete, Masonry, and P} aster and Insc1koted Surfaces:
- a. General:
-.~ (1) ConcreJe, assonry, plaster and Insdikoted surfaces shall have aged at least 60 days prior to starting preparation for pointing.
(2) Surfaces shall be completely free of oil, grease, free line or' other contaminants. l (3) Preparation of surfaces shall be made as shortly as possible before t surfaces are painted. , (4) Asbestos cement shall be wiped clean and dry; oil and grease shall be removed by washing with an approved solvent.
- b. Concrete Floors: Etch surface with 15*, hydrochloric acid solution, r= rinse with clear water, neutralise with 5*. soda ash or trisodium phos-
's phate solution, wash with clear water and allow to dry thoroughly.
' . c. Concrece Walls and Concrete Block: .
E :- / l
~
(1) Projecting fins, nibs, mortar spatter, etc. shall be removed by scraping, rubbing, etc. , and affected areas sanded or rubbed smooth. (2) Mortar joints shall be raked clean.
** (3) Cracks, voids, etc. shall be filled with an approved spackling com-
*' pound and sar.ded or rubbed smoot n.
~ '
Form 1791 Page 5 of it. >
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I
- - - + ~ - - _ . _ _ _ _ _ _ _ _ _ _ _ _ _ - . _ _ _ _ _ . . _ _ _ __.-, - . - _ . . _ , _ _ , - . . . _ - - _ _ - , , _ _ . _ _ - _ . - ,,,
- -- ~
~ *
.- d. Plaster (11 Cracks votes. etc.,
[ ( shall :e filled with. an appres ed speckling co:pocr.d and sandeo smoota . (2) All toegn spots shall be sanced smooth.
~
( i
. K. Wood Sur faces .
- a. Surfaces shall be sanded smooth. -- -
Es b. All kr.ots and sappy streaks sna11 ee carefully coated with shellac
. before painting.
- c. frieer sb.all be appited.
- d. Holes, spitt s, scratches, etc shall be filled with approved spackling compound after primer nas been applied, and the affected areas again, sanded smooth.
L. Bituminous Surfaces Asphaltur, pitch. or coal tar base materials, or ' any other =atertal that would bleed through the finish paine , shall recetve one coat of seater as specified in the Job Specification. M. Canvas covered insolated sur faces shall oc given one coat of Lagging adhestve So. 60-89-05 as made by the Arabol Manufacturing Co., Cicero, Ill. Adhesive shall be tinted to permit checking of costing for full coverage. N. Preparatto: of Galvanteed Surfaces: Where galvanized surfaces are specified to be painted, the f allowing surface preparation require-ments snait apply . , ) a. Galvanizing Pretreated for Painting: (1) Where the galvanized surface nas been specified to be shop
- pretreated for painting, the surface shall be preapred by Method 1 ~ Solvent Cleaning. .
(2) If a question arises as to whether specific galvanized sur-faces have been shop pretreated, the decision of Purchaser { and/or the Consulting Engineers shall govern.
- b. Galvanizing Not Pretreated for Painting:
I- (1) Surface shall first be prepared by Method 1 - Solvent Cleaning.
~
(2) Following the solvent cleaning, the surface shall r'eceive one (1) washcoat pretreatamat in accordance with the applicable requirements of SSPC Pretreatm'ent Specification No. 3, " Basic Zine Chromate-vinyl Butyral Washcoat", or shall receive a prtue coat as specified in the Job Specification. , (3) Washcoats shall ee appised by spraying or brushing to a minimum dry film thickness of 0.3 to 0.5 mils. O. Metal Patentos- If tt is found necessary to patch or fill scratches or gouges in equtpment metal housicgs or motors, etc., a metal putty shall be used. The type and = ate of met al putty 'shall be submitted for approval before being used. Metal putty shall be applied in strict accordance utch manufacturer's directions, as approved, and shall be . level and scooth after application.
- 7. APPLICATION OF PAINT .
A, Application of paint .shall conform to the applicable requirements of _ SSPC Paint Application Specification No.1, " Shop Field and Maintenance Painting", and to the requiredents, hereinafter specified. B. Time Restrictions : The prime cett (or wash primer if specified for - surfaces prepared by Methods 4 and/cr 5) shall be appited within the following time limitations after compir*.lon of specified surface ' preparation; -
- a. Within 24 hou're for surfaces prepared by Methoda 1, 2 and 3. -
- b. Within 8 hours for sur faces prepared by Methods 4 and 5. (, ./
- c. If the prime cost is not applied wit hin the specified period, the surface shall be repreparec
$ - P44e 6 of 14 .
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ENGINEEDO * %.- _ g,nea,a -~- s _ [ - C FCC ;;Dy;: b--f_,
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i..:- <-=_- - C. Temperature Restrictions: - --the -E surrounding-str: -
; ?-M M .~- - c _ 3 l
M
- a. Paint shall not be applied when temp -l-below 40 F, nor when the temperature is expeciedstoldrop .co5321F before==A the painc has dried.
-~~-5 -r -._i_ S n @ .~_~~~ M A-@ 3
- b. Paint shall not be appif ed to steel surfaces which are more than;fiveri G (5) degrees F below the surrounding air temperatureIorlehichiis at aSM
' ~~~
temperature less than 35 7. - CE- 1 x 5 - ~_~_ C ,-d
- c. Paint shall not --
be applied of over 125 F unless the paint to steel surfaces.which_are.at a tTaq>eraturei1l
' is specifically formulated _foriappli. fd252
~ .
g cation at the proposed t emperat'ure. ' k' hen steeT-Ts: painted in-hot ~ ~ %9 . l veather, precactions shall De taken to 2 insure that-the.specified_dryh- I mil thickness of paint is obtatnud.-- -.--- . - -
- 1 _ _: n g -~ ~-
D. Moisture and Humidity Restrict ions. l
-C t__. q
- a. Paint shall not be applied in rain, snow, fog, or. mist,' or_ wh_n e thej; --?~gs relative humidity is such as to cause condensation on metairsurfaces?- ~M
~
l d '
' ue to variation in metal temperatures and. surrounding air tempera- .-C-M tures, or when frost has formed on such surfacesv: -Table A shal1~ be-c =
-E used as the~ guide for reistive humidity restrictioni= :- ._ 7 * ~ @ey t
- b. All surfaces shall be perfectly dry before and while being painted, _ _dr =
_ ___~.t xr- - 2. :c--- = TABLE A ~~7 _- ~~-~~-%_ _
.-: $_a ~ 3 : .
Per Cent Relative Humidity Above Which Moisture Will Condense On ~-- $~- U Metal Surfaces Not Insulated
. A _. - c~ .- _. ~ j Metal Surrounding Air Teversture F ~ ----
-Y-_ ~M-9
_ Surface ~ 40 45 50 55 60 65 70 75 .80 85 _ 90 95 4 esp. 3100 _1. j { d ,_.
. . = .,
35 F 60 33 11 - _._- ~ S = ~f "_f ~.~ 2 40 F ~E 69 39 20 8 ^L 1 - O #F- - 45 T' 69 45 27 14 -
- . _. - ~ 2 T-~
3"~ridM 50 F 71 49 32 20 11 ~~ ~ . . m_.m - jdikhd; 55 F 73 53 35 2t- :17 --9_ r _
~~ . ; 7- ~ T'-g g 60 F 75 58 .1- E30 211 -14 9~== _~~~ -=u 65 F 75 59 -45 5~34. 18 13' = - 1
- 29' ~22 M ' [ ~.;
~
70 F , U 3 61' 48 = 37 75 F ~~ 80 64 50: 40- 32_ O r _ t
, 60 F . , 81 __66. 53 * 43 __ .s ~M; 85 F -
t ~ -' 81 r - 6 5 - 55 k c- ~~ = 90 F - T 52 - 69 =17_ On-- , 95 F = -- ~ = - - u
- 23 E-~:w-w_ z_m_-
3
.. . - . -- -p E. Method of Application: O- -
O L-E-h5 =._ O t
- a. Application of the paint shall primarily be made with proper sise andhid
, stade of brushes. except where spray equipment or_ rollers can be :Used"Q
-~
to advantage. -- r .C ~ ~ - _ -- @r 3._ri
- b. Spray equipment if used, shall be accurately and fully controlled at -]_]
all times so as to prevent damage to adjacent surfaces. If,'in the. W @ i
- opinion of Purchaser and /or the Cor.sulting Engineers, the_overspray ~C'1
[' during paint spraying opera: t or.s is causing damage to plant eculpment ; ' 7 -- 4i _ _ g ._
~
~ J:_ h~
Form 1791 Pg. ' of 1- ~
'
- the use of spray el. .pment eill be tcstrtetpd to in[ areas (if *
. .' any) where, in the opinion of Purchaser and/or the Consulting
. Ingineers, damage to plant equipecat sili not occur.
- c. Sanding: Sand and smooth tocch-up, ;' rice coat s and undercoat paint ,{
r on all equipment and on other readtly visible surfaces to secure a scooth workmanlike finisn coat.
- - - - - - -~ -
- i
\ F. Iwo Coat Work: Where two (2) cach of field prime costs, intermediate c, oat s and finish coats of paint are specified, the following shall apply in each case:
- a. The second coat of paint (or the first, if approved or if requested) shall be tinted, as approved or as requested, to insure ease of checking that a second coat is applied.
- b. Drying Time: Sufficient time for d rying shall be allowed between costs.
G. Minin.m !hickncss of Fai--
- a. Ferrous Metal Surfaces of Equipnent and Structures:
714 Frise coat, inter:edtate and finish paint coats shall be applied 50 as to result in the following minimum dry paint thicknesses: (2) Prize coat.. .. . . .. .. . 2 mils
- b) Intermediate and finish coats:
AA. Aluminum pai . . . ... .......... 0.5 mils BB. All othtr paints. . ........... ....... 1.5 mils
'2) Inspection of paint thickness will be made by Purchaser or the Consulting Engineers, and shall be based on measuring average
- vet film thickness, using a Nordson Wet Film Gage, #WFG-100, as made by the Nordson Corp., Amherst, Ohio, or an Interchemical direct reading wet film thickness gauge, 6CG-6280, as made by Gardner Laboratory, Inc., Bethesda, Maryland. Gauges shall be furnished by Contractor. For the Nordson gage, not less than 4 ._
two (2) applications of the gage will be made in each area to (
/
?g' . be tested to determine an average -wet film thickness; for the Interchemical . gauge, not les.s than two (2) rolls of the gauge, in opposite directions, will.be made for each test.
(3) The paint manufacturers shall accordingly be required by Con-tractor to furnish the Consulting Engineers and the Contractor with wet film thickness required, for each class of paint and metnod of application, to obtain the specified dry film thick-ness. These wet film thicknesses shall be based on applying the paint directly from the original containers, with no thinners added. la) If Contractor intends to use thinners ne shall inform the Consulting Engineers and the paint manufacturer of his intended sethod of application Inc paint nanufacturer shall then re-evaluate the paint and furnish the Consulting Engineers and the Contrac' tor with the new wet film cil thicknesses
. required.
(5) Dry film thickness may also be inspected by Purchaser or the Consulting Engineers for verification of paint thickness. and the dry thickness will be tested using an E1cometer gauge or a Nordson Micro gauge. Gauges shall be furnished by Contractor. (6) If the required minimum dry thickness is not attained, as . determined by either the wet-film inspection or the dry-film t'T ' (l N Page 8 of 14 .d 1
SMM(bl#JU7JL491'JLOV
*
- k ENCINEERS emesaa (
, inspection, additional coats shall be applied to produce the speci-4' ~
fled thickness.
- b. Ma sonry, Concrete, Plaster and Wood: Conform to manufacturer's in-structions, as approved, for minimus mil thickness or coverage, unless otherwise indicated. ~
- 8. PAINT
- A. The~ brand of paint for prime coats shall be as made by The Detroit Graphite Company or by E. I . da Pont de Nemours 6 Co., Inc, unless otherwise speci-
~
fied. in the Job Specification. Manufacturers' paint numbers and the
' corresponding use of these paint s shall be as specified in Table B.
B. Touch-ap paint shall be the same kir.d, as used for shop coat. C. The brand of paint for intermcdiate er finish coats shall be as made by the Detroit Graphite Company or by E. I . du Pont de Nemours & Co. ; Inc. , unless otherwise specified in the Job Specification. Manufacturer's paint numbers and the corresponding equipment and structures to which the paints shall be applied shall be as specified in the Job Specification.
- table B Paint Designations Detroit Graphite du Pont Use Color Number Number (1) Field prime coat (except grating) ) - (2) Field touch-up (except grating) ) Brown 501
- 67-746 (3) First coat of two-coat field price )
coa t painting (except grating) ) (4) Second cost of two-coat field prime coat painting (except grating) black 30 515
, (5) Field painting for concealed sur-faces of ferrous met a ls . . . . . . . . . . . . . Elack 30 515 (6) Field painting for aluminum contact surfaces:
(a) For ferrous metals, one coat in addition to prime coat . . . . . . .. Black 30 515 (b) For aluminum, if painted in . place of painting other mat erials :
- 1. First coa t . . ... ..... ...... Brown 501 67-746
- 11. Second coat . . . . ......... Black 30 . 515 (c) For concrete, masonry or wood :
- 1. First coat.... .............. White '!600 CEM- 675 Primer, GARD 50-50 mix primer with 710 oil
- 11. Second 'co~at.... ............. Dark Gray 4103 CEM- 687 GARD
- 9. FIELD PRIME COAT PA N ING f- A. Normally all equipment, st ructural steel and other ferrous metal surfaces will have a shop applied prime coat, there fore prime coat will not be
_)\~ For= 1791 Page 9 of 14 .
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. . __;- - q. 1 _..
m- =::~ ~ . ( "J_ _,.; -- O*p] reptred texcept for'there toucn-up) prime coatunless specifically is specified in the Job Sp2ci- callid{ scr in the - _._. _ 105 5pce t fication.
. ~
f;ca::On, such priec painting shall consist of one (1)_ cocapicte_ coat __ e [14: 3 -J --{-[, v.y N] of paint as called for in Table B herein. or as called for in the - J ob Specification, applied af ter surfaces of the equipment have_been - af~r=r- _ n _. 26 = =nJ
. _if cleaned as hereinbefore specified under Surface Preparation.n -- s - . ~-
D. msenry, Concrete, Plaster and Wood: One (1) coat o'f paint as-called J 3~ -h' 9 f or-in the Job Specification applied af ter surfacesif7theskusterials *T~ _~"_ _ - have been properly prepared as hereinbefore specified. n17 _ 1:1?-' ~_',.c._~ i - : Q
=]M4 C. Do not paint thiokol base or silicone base. rubber sealant caulking.-
Paint all other caulking with sa e paint as adjacent or surrourding _. TdI;% _ zM ~ - 3 areas. P -5: ~ M - f il
~
s i
~
.Y. _ ' ;
- 10. FIE*.O ~YlCH-UP PAINTING A. Fic *.. touch p painting where required sha11' consist- of one ll)-coat ri Z- id[D -
--__c of paint applied to the following surfaces af ter they have been properly __
~~
-9._ %
cleaned as hereinbefore specified.
- a. Surfaces where the shop coat of' paint has been marred, scratched. or 7_L. -f.1 J.~W
- therwise damaged, due to shipping, handling,"- erection,-installa- ""
--- _ r --
-=C md =_
tion. nathering, etc. l'_" _z _ j:n]
- b. Mesis f field bolts and nuts, and adjacent surfaces left unpainted . -
en the shop. . -c _ -- c- -r _.__ . c_W
- c. Surfaces of field welds, and adjacent surfaces lef t unpainted _ in the - __ y ;C shop. -_ _ . _ . , -. - _ . _ E
{ 1- _d3 ;
- d. Surf aces of any ferrous fast +ners not otherwise protected. ?_ '
- 3. Exposed fabrication, erection or shipping carks shall be cleaned off -- _ ~ .. _r =
.-=
and the areas touch-up painted to match the adjaTenT surfaces. - ' ' ' '
-- 1; -
C. ?rovided further that field touch-up painting shall constat of two -
.._.dT-.=
coats for any of the above surfaces which have received two coats either in the shop or in the field prime coat painting. : _
= - - _ _ . y ;.
g J-
- D. For surfaces where blast cleaning and a wash primer are 4,wcified, -. c_ _ _;
_ _ _ ?_g 1-touch-up painting shall include blast cleaning and _ application ~ of = the wash primer before the touch-up c' oat, or coats, are applied. ~ , c y l ~_.0-M E. Dry film thickness of touch-up painting shall be not lest tuan 2 sails. _ _% ~ - ,, 3g _. F. Touch-up painting shall overlap the prime .coac by'-not lesenthan-l _all - . ===Z.~_3Rb around to insure continuity of coating. ' . _ _ -?C . ._ ;
-5 ;---m --~ f _ - C:__Q$ f I E.=25'.E %
G. Field Touch-Up For Galvanized Sur faces:
- a. The following shall be touched-up with one (1): coat of zinc-rich ' paint F^-~Z~ T ~ - ._Wt*
/1) Areas of galvanized surfaces (of siding, efe..: furnished and/or y . g _4 installed by C,ontractor) which have been marred due to handling,- -w -- ; J
~
] _ - "Y
~
shipping, erection, weathering, etc. , =r~ _ _
~
(g _
~
-(2) Field welds made on hot-dipped galvanized surfaces. . ._- -
. _ _ _ _ _ - -. m b . Mat e ria"l : Galvanox zinc-rich paint as made by Subox, Inc;- Paint' % " -" - ' z ==
coverage shall be at the rate of not more than 350_ sq. ft.-per gallon,-* K~7 ' T and shall result in a coating containing not less cham-one (1) os. of-Dt_{f- i zine metal per sq. ft. of surface, p= -
-m m - u- _ w _; -
-- m
- c. Touch-up galvanizing shall overlap the original coating by not_less ;L : n _
than 1" all around to insure continuity of' coating -u~~ - r W. M_--- 3 , _.
- 11. FIEL.D INTERMEDIATE AND FINISH COAT PAINTING ' ~=:.
=-=
m
. . - =.- T ~ --?_ .:M 'P'~ . _ i.
A. All equipment and accessories, uninsulated piping work, conduit work - =.; . . _.._ JI;.fg . and all structures, and appurtenances after having heen cleaned.. prime; ' 3 f'74_-i--] coated, and/or touched-up sha11 receive an intermediate and/or finish _. ~~-- y t_r = coat of paint of type, brand and color as specified in the Job _ spect. fication, or as specified herein. Surface preparation and application -"_ : --g_ D d, _4
,o -
-- - _ : \ .-_. _
jy - Pase 10 of 14 -
. - - ;. _::. - - -2
-E9
" _:-----[u_ T_
ENGlOULUU
, , concaco -.
~.
of intere.ediate and finish coat s shall be as hereinb2fere apccified. as indicated _ ' - B. Canvas covered insulated piping shall be painted with paint - - ( in Job Specification after havir.g been treated with. Arabo1 r ~as 1-hereinbefore , %g -dW 1 specified under Surface Preparation. -
- __ri C M
C. Concealed Surfaces:
- a. Concealed surfaces painting shall consist ~ of one (1) }ield coat 'of.J.3Q_.' " =
paint applied to the following surfaces of structural' steel or other f
' ferrous metals (execpt for galvanized actals), JN ADDITION TO shop . ,
and/or field prime coats:
, (-1) All surfues in contact with siding, roofs, walls,' ceilings, i
_i (2) All surf aces ::nde inaccessibic by masonry, concrete, etc. , except'y-- ^ ~ l that this re:;uirement shall no't apply where the surfaces are --l embedded in, or fully encased in, these materials.- (3) All surfaces cade inaccessible bybe other materials. - - _ _ ~=~ ._
- b. Concealed surfaces painting shall not done until all required pri=e ~ =
coat and touch-up painting of the sur face has been completed.
- c. Concealed surfaces paints shall be as hereinbefore specified in Table.____. _
B. less_ _._ _;
- d. Dry film thickness for concealed surfaces painting shall be not than 2 mils. _
~ i.
D. Painting of Surfacts Supporting Grating: removing grating, curb angles, fra:nes, beans.
- a. Indoor Grating: Without etc. supporting indoor grating shall be thoroughly aiFeleaned, and - :
shall then be spray painted. Number of coats and. color shall be as specified in the Job Spccification.
- b. Outdoor Grating (other than Galvanized shallorbeAluminurn):
reunoved by Contractor ; L
'- (1) Where grating is removable,. it l prior to cleaning and painting of each area, and shall be carefully ~"
replaced by Cont ractor, cocplet e with all anchors, etc. , imediate- - ly af ter painting of the supporting surfaces is complete, includ--- 2- T, ing adequate time for drying. _. (2) Purchascr shall be consulted as to the amount of grating whicn. ~ -"~~1 may be rersoved at any one time, and all areas where grating is 1 not in place shall be properly bt.rricaded and, posted for personnel _ safety and protection. _ _ .
~~G, (3) Af ter removal of grating, supporting surfaces shall be cleaned as._,
hereinbefore specified under. Surface Fr'eparation, and shall then f be painted with the number of coats and color of paint specified '
- in the Job Specification.
(4) Where grating is not removable (welded in place, etc.) follow same--- ~ requiren'ents as for indoor grating. - J _._' ~~-' E. Caulking :
- a. Do not paint Thiokol base or Silicone base rubber sealant caulking.1'
- b. Paint all other caulking with same paint as used for windows, doors - u W~-' rQ _ -q .I and louvers.
~
M 'r
- 12. PAlh7ING FOR A1,UMINt'.M CONTACT SURFACES X l A. Aluminum contact surfaces painting shall be provided as follows:- .
= .l
- a. Ferrous Metals: -
(1) To prevent galvanic action where aluminus surfaces will be in - contact with ferrous metals (other than galvanized), the contact ~^ ~ _} p- --
- f. =
f N . Page 11 of it. Form 1791 em,. b - _,
- n - - , - - - - - - , , - - , , , e,--
i ( ' ( _. ._ - surfaces o~ --' 'e rrow s tot a l 5".211 receive one ii) -f121d coat -- - -- of paint :N ADD 1 10N T0 shop and Or fic Id prime coats. - - ~ -
- Wrore onc 1. ::e id c ut of pata: .s a*. ready required by con- -
- _i_
cealed seriac-:s paint;ng it shall serve as the foregoing speci -' _ ? ~_
- iid t a 13 cen ._- _1 5 Non-Ferreus %:a ls
_ J - 2~ ~ ~ : (1) Where 31,. :r :n w:11 he in cont act w:: . coppe r, lead or other non = -- = J_ _ ~_j
- fertous r.etals not compat tbic with alu=inum, the contact surfaces '- ~~272~;?= ~
of these metals s:ull receive :wo (2) coats of paint. _ _ m Hi
. 2. Non - f er re s me: 21s c ampit tble with aluminum, such as stainless-52-steet, :Inc. v.::e bron:e, etc . will not require painting. -
~_-.. ;;5
- . Concre:c and *asenrv _
~ Zi
'l .i c re alar; . s .rf act s will be endpdded in concrete or masonry, _~ ~~ ~
- ne a lumir a- 5.r fic es stall recetvc two (2) field coats of ui .: .
.:. Wnere ab. ;n surfaces will be in contact with concrete or tsonry, tne c ar. tac : surfaces of the se materials shall receive .
two (2) :ield coats af paint. ._.
~.
i ' *:. :1. 1 Wnere alumin. surf acts will be .n contact with untreated wood - ot'.c r :han va.si ;r :'e int eriors of buildings), the wood shall' j- ._- receive two i 2 coa:s of paint. ___._-
'I ./here al.=ir;n surfaces will be in contact with treated wood the preserva:tve na:ertal snall be of a type that is compatible with '
.~^~
at;minum. !ne following types may be used: .
- =
/a) Pentachlorophenol solutions (b) Wolnan salts ~
'c) Creosot e id) Zine naphtherkte
(.
.l . 3. Whe re desirable, where rcquired, or where, requested, contact surfaces -
. of aluminum may be painted with two (2) coats of paint in place of ___
painting contact surfaces of the foregoing specified materials. -- C. Paints for aluminum contsct surfaces' shall be as hereinbefore specified _ T~
~~
in Table B.
?. Dry film thickness for aluminum contact surfaces painting shall be not ___
less than 2 mits for each coat. - ._ _ ~ '; 2 '"
- 13. C0iOR CODING AND/OR IDENIITICATION AND MARKISC '
A. ?tping Systems iden:tfication-Identificat ion nanes t iegends) and arrows indicating direction of a. flow shall be peinted on all inside pipi,ng exposed to view, unless
' ~
otherwise tndicat ed.
- b. Color toding of piping shall be provided only if specified in the Job Specificacian, and shall be continuous for the entire length of each piping system sp(cified. __ .
- c. Contractor shall obtain instructions as to identification of
__ 9;_ piping and direction of flow from Purchaser's or Consulting
~
1_ Engineers' representatives. I~' _ ~
- d. Identification Names (Legends) and Arrows: _ _
]E((
(1) Legends and arrows shall be painted on, using stencils, unless --- _1 self-sticking legend marking tape is specified in the Job ;_ Specification or its use is specifically approved. -
' (2) Legends and arrows shall be stenciled on at locations as j follow s :
,- 'ai At all valves -_ (;~
t i .
/s .
i .i g e 12 uf :4
SARGENT'G LUN@Y .
;_s ENGIN E EQO
= =. .ca co ' (
..'o J to) At intermediate point s, approximat ely 25 feet apart , or. lor.g pipe runs. unicss otherwise specified.
S ._.
- _ (3) Legends _shall be_in_le:t ers of style.as. approved,_and arrows sr.all be of size and shape indicated on the final page of this Star.dard j
Speci f ic at ion , f or ptpc itnes 3" diameter or larger (this shali include insulation wnere used). For s-a ller pipe lines the lescr.ds
, and arrows shall be sized as large as eacn Itne will permit.
(4) Patnt for legends and arrows shall be Black Pipe Enacel unless otnerwise todicated . ' B. Conduit k'ork ident1fscstin : ,
- a. General.
+
- (i n Ident ificat ion nar.es .tegecdi) and/or-:alor ceding of cor.d.:it we,rh shall be provided e.ly if spcetitec tr the Job Spectitcaden (2) Cont ractor snall ob: tin inst ructions a s t s identificatten of con-duit work from P.:rchaser's or Consult ing Er.stneers ' represen:a tves.
- 5. Identification Names flegends)- Confere is sa:< require:ent s as r.ere-Inbefore spect f ted for piping ider.tifica:t o .
- 14. IDE ETFICATIO.s ARROW Size of arrows and letters shall bc of dimenster.s as set forth in Iatle C belos:
I A _J. j- _ 1
}- C B _,_ D _
i s /. C - r- . [ :1 i f 1 E F. ,
- F h jf *
's e lI ! !
\-
J.i n e I ! j .
/
d e
!atie C Pipe Size Ar r ows Letters 3" t o 12" O.3. A t. C i ? E F G E l 1 High including i insulation 6" 3" t y'I li" It" l 't " l':" 59" 't" 1" Over 12" O.D.
including _ insulation 9" 4" ~~' 3" # Tt" 21" 2t" 1* i" 2" 1.5 6AMPLES
'. After award of Cont rae: 5.;: t. fare. ordering sa:ertals. Cont ractor sr.a 1 1 n 1 F.im ;N1 y 3 g ., 13 et 1
?
( { sub .it . for approval any or all of the following samples, as spscifisd
. ; . :he Job Spect fication:
A. Color Panels: Appr0xi ately 12" x 12" in size. Submit panels for each finish color to be used including colors for all undercoats. S. Color Chips: Manufacturer's standard, but not less than approxi-
- cutely 1" x 2" in s::e. Submit chips for each finish color to be used, including colors for all undercoats.
C. S' elf-Sticking Tape: Sanples of each size of self-sticking legend urking tape proposed for use (if any).
. D. Metal Putty: Scull sample showing finished patch on bare metal.
(' (
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( Torm 1791 .
'A Issue Date: 6-5-64 Eage 14 of 14 1
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(' LACBWR Operating Manual Revised Volume II, Reactor Process Systems March 1978 '
;t..
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~
1
- 8. EMERGENCY CORU SPRAY SYSTEM _ _
_ 7
, 8.1 FUNCTION The function of the Emergency Core Spray System is to minimize fuel damage if the reactor water level drops below the top of the core.
8.2 SYSTEM DESCRIPTION m
, Q The Emergency Core Spray System consists of a spray header with E o individual spray lines for each fuel assembly mounted inside the N reactor vessel, two positive displacement-type pumps which take
-h
< suction from the 42,000-gallon Overhead Storage Tank or the high 3 3 pressure service water header, interconnecting piping, valves, a nd g 1 controls as shown in Figure 8.1.
a , 9 The Core Spray Pumps, located on the southeast quadrant of the 5 intermediate floor, are normally supplied with demineralized' 9 ' water from the Overhead Storage Tank. The pumps are installed in
?
7, , parallelto the indicated supply reactor 100 gpm of water water level to is the-12spray inches header whenever or less. An all
} rod scran shall have taken place. Neither pump can be started a manually'by placing the pump switch in the " START" position unless
(_ The core spray pumps will start
\s
==
( an all rod scram condition from Containment Building pressure switches at 5 PSI and above. exists.
. n j Switch 37-35-701 starts pump 1A and 7-3-35-702 starts Pump 1B.
All the manual and remote operated valves in the flow path from '~ i q the Overhead Storage Tank, through the positive displacement pumps, [ 5 to the spray header are open whene.ver the reactor is pressurized and -
# j no boron injection has been initiated. Boron injection will -
g a . automatically isolate the pumps from the Emergency Core Spray System,: _ g l by closing valves 53-25-002, " CORE SPRAY PUMPS DEMIN. WATER INLET SHUTOFF;" and 55-25-003, " CORE SPRAY PUMPS DEMIN. WATER OUTLET," so
. i
$ that they can be used for the purpose of injecting boron into the e reactor coolant.
^
M U A low pressure supply line with a control valve (53-25-001') bypasses the Core Spray Pumps to allow the demineralized water from the Over-if k head Storage Tank, or the service water from the H.P. service water l h supply line, to flow directly to the core spray header. The control
- ~
valve switch on Bench E must be in the " AUTO" position and a reactor A water low . level. (-12 inches) and reactor low pressure (< 30 psig). . E - conditions must be met before the valve will open. The flow frae'the 5 5 Overhead Storage Tank to the spray nozzles has been calculated to,be '
& T approximately 85 GPM assuming that the reactor vessel and the' SC(jl .
B E Containment Building are at the same pressure. The high pressure ~~
? ". service water flow to the spray nozzles will fluctuate from approxi-a mately 58 GPM to approximately 106 GPM depending on the Service Water
. y i Tank pressure (75 PSIG to 125 PSIG). The calculations were based on a Containment Building pressure of 52 PSIG.
\
8-1 ) 1 I
. _ . - . _ _ . . _ _ _ _ . _ _ _ _ . _ _ . _ . _ . . . _ _ _ _ ~_ _ _ . , _ _ _ _ _ _ _ _ _ .
. LACBWR Operating 1%nual R2 vised
,, Volume 11, Reactor Process Systems July 1976
.[ ~ Q;.'$
. A check volve in the low pressure supply line prevents backflow of reactor water when-~ _1 ever the control volve is open. Check volveiin the service water line and the line from the Overhead Storage Tonk prevent water from flowing between the two systems. As o -
protection against teokoge post the low pressure supply line check volve and control 7 volve (53-25-001), o relief volve, set at 120 psi, hos been supplied in the low pressure d supply line. e os , 5 k The Overhead Storage Tonk will contain at least 15,000 got of water available for the M Core Spray System when required. In addition, makeup water from the 25,000 go1 De-3 mineralized Water Storage Tonk is automatically supplied when the Overhead Storage R M^ Tonk low level is reached. The high pressure service water will be injected only if --
% odditional cooling is required ofter all the sources of demineralized water have been used.
g , , U g . The core spray line penetretes the north wall of the biological shield at opproximately 3
} -11 ft above the intermediate floor and enters the reactor vessel through a 1-1/2-in.
nozzle on the northwest quadrant. The core spray header, located above the top failed E i fuel ossembly detection tube support grid, supplies each individual 313-in.
/ spray line g provided for each fuel element.
_g s
/ 5 R The spray lines are installed concentricolly within the failed fuel element detection 1.9 j tubes. Each spray line contains a needle volve which will be used to set the required flow prior to the installation of the dimplete ossembly inside the reactor vessel. The 5 .
testing will be done under ombient temperature conditions and the volve settings will E be adjusted accordingly so that the required flow will be obtained when the reactor is [ operating at 577 F. The required flow per ossembly varies between 0.40 ond 0.87 gpm, M
), depending on the assembly locotion. ,
?,
)8 8.3 COMPONENTS DESCRIPTIONS __'
o e . . H 8.3.1. Emergehey Core Spray Pumps e, , jN g The two Emergency Core Spray Pumps are positive displacement-type pumps rated for . A 50 gpm at a design pressure of 1450 psig. Each pump is driven by a 50-hp, 440-v, a 3 phase motor suitable for operation under MCA condition. The motors are supplied E o from Essential Bus I A and Essential Bus IB respectively. f 2 . - -
~
M^
$ .* The pumps use hardened stainless steel plungers suitable for the temperature conditions - ~
[ encountered during on MCA. Demineralized water is sprayed over the plungers for ~ - m E cooling and lubricating purposes. Closing of either pump breaker will open solenoid i - h E v volve 53-25-007 to itort the plunger spray action. a.
) To keep from diluting the oil in the pump case, the pump cose and the drive shaft pene-tration is sealed with a lip sect. A pressure control system consisting of o pressure N
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IACBWR Operating Manual volume II, Reactor Prdcess Systems (Pages' 15-I through 15-5) O O pe f.s _. .. .- e O 4
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LACBWR Operating Manual - Reviesd Volume II,. Reactor Process Systems November 1977
/.
, ' 15 . - OVERHEAD S'IORAGE TANK
- 15. 1 FUNCTION The overhead Storage Tank serves as the primary source of water for
~
the Reactor Building Spray and the Emergency Core Spray. It also serves as a backup source for the Seal Injection System; as a reservoir for the water used to flood the Fuel Element Storage Well
& and upper vessel cavity during fuel handling; and as a receiver for
, k blowdown water from the Primary Purification System.
Eh 15.2 SYSTEM DESCRIPTION The Overhead Storage Tank System consists of the 45,400-gallon tank, 8 g the tank level instrumentation and controls, and the piping to the l E '3 first valve of the. systems served by the tank. For convenier.tc, the
$ 4 Reactor Building Spray System is considered a part of the Overhead g Storage-Tank System.
v (\ I i' ; The overhead Storage Tank is located at the top of, and is an integral
& part of, the Reactor Building. Five nozzles penetrate the bottom of
. 2:- 6 the tank and extend into the tank as required to limit or reserve ! d ' quantities for specific uses. (See Fig. 15.1.)
-}
( = The demineralized-water fill nozzle extends above'the water level R and makes a 1800- turn, terminating above the water level. This pre-
, yP j 3 , vents wateg in An the tank from , backing up into the demineralized-
__ d water systun. air-operated valve in the line connecting the nozzle to the plant Demineralized Water System is operated auto-7 matically by a low-level signal or can be manually closed by a switch in the Control Room. { , 9 : The overflow nozzle extends to elevation 750 ft 4-9/16 inch, which
~
8 j is 107 f t 0 inches above the lowest part of the tank. With.the water 9 at.this level, t)1e tank contains 45,400 gallons. From t.he bottom of the tank, the overflow pipe goes to,the Retention Tank header in the
- j. ,
oontainment. h' The ta'nk geometry is such that it cannot be drained completely dry. l l' The . overhead storage drain is flush with the bottom of the tank at e ele ~vation 741 ft 7-3/4 inch. Outside the tank and after the drain a S va1ve, this line connects to the overflow line. A sample valve, _f located between the drain valve and the tank, extends to the main g floor in the northwest quadrant. - L 3 The Reactor Building Spray System nozzle extends inside the tank to 3 elevation 748 f t 4 in., or approximately 58-1/2 in. above the bottora E With the tank at normal operating level (106 inches l 3 of the tank. j g, above the bottom), there are 28,000 gallons available for the e . Building Spray System.
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LACBWR Operating Manual __& TR&vistd W N ,W i Volume II, Reactor Process Systems "'; November-1977 Tjd5 m .. ~; : .- .1- =.~ - z., ,
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\'p Below the tank, the Reactor Building SprayN u'~opUy!hTa55r down to the intermediate floor and a valvehrhicN ~ cane-be'
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o[passIs5-kd perateC~i.-- i either from inside the Reactor Building or frosa thEControfJRoom89 J- 2-
. by an extended handwheel. 1- 2 4:M D'7che 11- M - .i:Ef ? "'~ @
' Downstream from this valve the pipe branches into diit'ributiond"f.5
- ~
i headers containing a total of 113 spray nozzles._Thes~e cover allh d areas of the Reactor Building from, the basem_ent6to- abd_velthe s _-i ~f d _ Traveling Bridge Crane. When the valve-is full"openTWhter?wi'IEbe-F g { sprayed into the Reactor Building atmosphere -at a- rate-of=;W-~- 2c1 approximately 1000 gpm. t2 ? . . ., m r i - Q ]_ % o -_ - e Figure 15.2 is a flow diagram of the Reactor Buildirig_ Spray-Syst eniC-M
~
distribution. Figures 15.3, 15.4, 15. 5, _15.6" W - and 15.7 show. the-ir;.<- j IO location of the spray nozzles. - _ _ -
- * ~ ' '
1.- 2
.==~3' '. .- r' '- ~~ u "- -~ 1 5 . A pipe from the station Air System into the-iprayiip3.ng befoTt the; ~b'"~"-
$ ;, valve permits periodic testing of the spray nozzles.i- Z~~r-J ._--- #D g , m _ __ . =w _ _ - w .: :.
v .< The nozzle for the Emergency Core Spray supplyland Storage _ Well^ Ti% s flooding extends approximately 15 inches above the' bottom of the~ ~- _2- ~ E tank. There are 15,000 gallons between the' top of this nozzle. and ' ~~f ~
? ? the top of the building spray nozzle. This .anount' is rese rved- ~ ___5
@ specifically for the Core Spray when the reactor iEpressurizedt.23
$ ~
When the reactor is not pressurized, this' water may_be used to i l~/J -i
- flood the upper vessel cavity for. fuel transfer,. j w =- .- r E -e a > . Below the tank, this pipe goes to.the Fuel'.El~ementi~ S'torage ,Well[~~_ -%,,g System, the Core Spray System, and the backup < supply for-they 2;- S Seal Injection System. The reactor blowdownJ11nerfr~om- the,_Primaryb.J j
y w 5 Purification System also connects to this pipe E 5:- x T 6 .a d --. d
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< a 15.3 COMPONENTS DESCRIPTIONS __- _2 mr-~._ _= m _m.., ___u
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0 [ 1 5 . 3. 1 Overhead Storage Tank -- bc f--- Z
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__;,_ 3._ = 2 The Overhead Storage Tank is an integral part of the Reactcr Buildirig." g The tank itself si the lower half of an oblate spheroid. - The~ - _-
$ h Both hemisph~erical dome to the containment She11'forre - 2 ,d E W sections are A201B-A300 carbon-silicon steel.the, _1The tank _-
tanh mover. wall; : Z o # is . 3/8-inch thick and the dome is 0.705-inchithick.--C G _ ;._-M -~ :
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$ A 36-inch OD manhole with a hinged cover _ penetrates _the' centhr_ofM_4 j tank and extends above the water level. Mhe manhole:i'sTalsog-h 2QL 88 fabricated of A201B-A300 steel. Ladderslinside and outside}the- :-r-i.f_2i2 ~
.-3, manhole permit access to the tank from thej Traveling:Bridgeicran;e"._7_
. n. .- --. : . . . . ~ - - - - - -
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$ In addition to the manhole, five' piping . nozzles penetrate the. bottomiQ' 3 of the tank. These.are all Schedule-40, Type; A-333Cr ateel'. LThqi- -
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y service, size, and location of the nozzles are given;belowt; h"QM m a m e - M _-- _.. _-__ r M I. E P _~c ve-te
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L.iis 15-2 _ ~7~ ~ 3 -
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LACBWR Operating Manuni ( - Reviced Volume II, , Reactor Process Systems November 1977 _. Elevation Distance From _
. Service size Quandrant 'mp Tank center _
Demineralized Water Fill 6 in. NW 750 f t 3 in. 12 ft 0 in. - Overflow 3 in. NE. 750 ft 4-9/16 in. ' 12 f t 0 in. - Drain 3 in. N 741 f t 7-3/4 in. 2 fE*6 in. Reactor Building Spray 8 in. NW 746 ft 4 in. 12 ft 0 in. Emergency Core Spray and , Storage Well Flooding 6 in. NW 742 ft 8 9/16 in. 3 ft 9 in. r*
- S t)
The Storage Tank, complete with manhole and all. nozzles, was
-- fabricated and welded to the hemispherical Reactor Building dome on the ground. Prior to being lifted and welded into place, the
-j q entire interior surface was painted with alternate coats of iv'ory g and gray Plasite 7155. The thickness of the pain is 8 to 10 mils.
< ) Piping and Valves g i 15.3.2 u l -
g The demineralized-water piping, the tank overflow and drain piping, e and the Reactor Building Sprya piping is all Schedule-40, Type A-106 j Grade B seamless up to the storage-tank nozzles. 3 The nozzle for the Emergency Core Spray supply and Fuel Storage Well
- flooding is flanged immediately below the tank. The piping below ~
3 5 }g Valve the 69-25-001, flange is "DEMIN. Schedule-40 WATEh TO OVERHEAD Type-304 STORAGE," stainless. is a 3-inch, 250-pound air-operated, cast-iron valve. The valve fails open on
]% loss of air and closed on loss of 120-V AC non-interruptible power.
5 Limit switches are actuated when the valve is fully open and fully k E closed. The valve faces are flanged to facilitate maintenance.
". The control valve isolation and bypass valves are 125-pound, cast-iron, flanged valves.
u l 5 W Valve 69-24-003/ "REAC'IOR BUILDING SPRAY," is an 8-inch gate valve 2 , with dual operating stations. One 'is a handwheel which is chain-J - operat,e,d from the intermediate floor of the. Reactor Building. The- ~
$ I' other is a shaf t which extends through pipe sleeves in the Reactor
==
Building and Generator Building walls, located behind Panel F in - 3 the Control Room. 4 The shaf t penetrations are sealed by stuffing boxes at each end of . each of the two pipe sleeves. _i;
. - $e - - -. . ..- -.- - .-
] The Reactor Building Spray' nozzles have a 1100-discharge pattern. '
s Those below 41evation 740 f t 0 in. have a 1/4-inch orifice, those _
& above have a.1/2-inch orifice. All are screw-in type nozzles.
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15-3 e
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( "-gMM _ 9 LACBWR Operating n Ma(ual J. 9)snuary,19695@';E?M Voluma 11, Reactsr Procsss Systsms : - . r; - = h - _ _ -[- G i & ~ Q il~~ W M Q
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- e.p 15.3.3 Instrumentation -O W '=?E.i_-2B V 1_---
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15.3.3.1 Overhead Storage Tonk Level. The tank level is measured 31Hihimbbler 3MM
. type instrument. The level indicator, purge flowmeter, ond regulator ore-located ontP r="--
the Shutdown Condenser plationn of the Reactor Building in the northw~rst quadronW425h= : w= .. -~M
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The range of the purge flowmeter is 0.2-2.5 cfh at 10psig anil 70 F.Vhe needle volveqE]h on the bottom of the purge meter is odiusted form flow of 1.5 cfh =.g ~ g
=='aMe n - 2_%m
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- The level indicator itself has a range of 0-100 in. Howevir,-the bubsiehiufMthMh3N tank ends 19 in. above the lowest point in the tank so'the lost 2 1 in. on the scale:oreMC .. _M
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obove the overflow pipe. Figure 15.8 is the capacity curve for the indicotor.1--4& -4in
=:::W &n-4W=__&
The pen of A indicator operates two double pole, double throw switch 4s. ;The_first _NK _ of these is set to trip at on indicated level of 83 in. (42,000 gol - 102%.~obove tonW*-P - low point). Once tripped, it clears at on indicated level of 87 in. (44T600 gol.-10661M in, above the tank low point). ". - ~ 7 ~=~.- =- += @M.M
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_. n -_... __ :, This switch actuates the alorm, " OVERHEAD STORAGE TANK-LEVEL (LOW)", on7:U- 72 _ Annunciotor C and opens volve 69-25-001, "DEMIN. WATER TO OVERHEAD STORAGEF-TANK", if the control switch is in the "OPEN" position. The alarm contacts are %Lq
' g 125-v d-c, and the volve contacts are on the 120-v o .c non-inserruptible bus.~ .-H Cd.y;
_47= = 7 _ _. _ , . _ . The second switch is set to trip when the indicated level falls to 59 in. (27,000 gol =i a 78 in. above the tank low point). It clears when the level rises above 62 in. '(28,800 TQQ gol - 81 in.. above the tank low point). .--- f-. -4 3 -e q-
=~~~- --
%MW This switch actuates the clarm, " OVERHEAD STORAGE TANK LEVEL (Loi LO)", 'and l
opens volve 69-25-001, "DEMIN. WATER TO OVERHEAD STORAGE", unless the con f
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. trol switch is in the " PULL OUT" position. The alarm ~ contacts are on 125-v d-c ondENT the volve action contpets on 120-v o-c non-interruptible bus.7= LW _.=L ,- . 1, a_
- 9. g,--
~m 15.3.3.2.~ Domineralized Water to Overhead Storage Valve Control Switch. This con-7/.,;;iQ ~
trol switch is located on Bench C in % Control Rooms- This is a stoyput switch with3=ni. ~ l "OPEN", "CLOSE", and " PULL OUT" positions. Green and h switch indicate "volve closed" and "volve open", ' red . EE.7% indicating l [ respectively.
. =-
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[ ~ ._ if h conhol switch is in b "OPEN" or "CLOSE" positiersthe volve will open when d%M the low-level or lo-lo level switch is actuated. If h contvol switch Islin b " PULL-LM' OUT" position, the volve W will remain MM-- closedip3 on.low-lev _-i
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LACBWR Op;roting Monsi (' .: ~
- 2. .Jdnuaryg196982E'Ef
- f-3MZ 7 -(hg--wz1=N 3 y g Voluma 11, Reactor Procsss Syst:;ms m S: -=-*_-. :.=a pM ._ m r~M C.2 Z
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___._-_-~_r.~ 15.4 OPERATING PROCEDURES ,%"m- __ t _ ._ - - 7 _7 q
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-15.4.1 Fill to Noimal Operating Level =
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The Overhead Storoge Tank is filled from the Virgin Deininemlized Water Tonk'viaWMM - the Demineralized Water Transfer Pumps and volve 69-25-001, "DEfdl . WATER _TOMNTO ~~ OVERHEAD STORAGE". The Overhead Storage Tonk re#uires 44,600 gdlloro coTnM:6-J-plete fill. With both Transfer Pumps operating and the dominemlized_wster be_ing---zGZg - used exclusively for Overhead Storage Tank fill, the fill rate is oppmxiesately~~120 -- w ----Tc _
~.2 gpm. _ _ . - ._ :_- =_- - ~
.. - . _ . ..wa- - -- _ . -
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However, the Virgin Demineralized Water Tonk holds.only-30,000 got ash fill is - 44 5 potentially dependent N be maintained during the entire fill atupon 40 gpmthe status of the makeup without.r_egeneration,_the, fill con. be . derninera . 2-Z.. accomplished in opproximately 6 hr. _-.- .=- - T ~1. a- . ., -. _ r -W 7%-_ . . _ - ~9
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M 15.4.1.1 Prerequisites. -
- J 7 # U 7 3=.=--__n
_- 7 . ._3F%_._ _ _g - - ---q (1) Demineralized Water System should be operational and volves oligned sc 2W-~_1 demineralized water is available in the Reactor Building.'- - . m. c _
'. . . 6, -
, . - - - = -
_~.-- = - _1 (2) There should preferably be 30,000 gol available in the Virgin _Deminerott=si d-M R
)1 C1 Ized Water Tonk to minimize fill time. -h.-Zr. --
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(3) The deep well pumps and the Makeup DeminemitzEr SystWshouldbe h%$)
--,z"I 1 ready for operation and the volves aligned to route deminemlized water.to the Virgin
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Demineralized Water Tonk. (See Vol. V, Sees. 4 and 5;) 32-.: U= M--T.6 'zO
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(4) Control air should be available in the Reactsr Building._?_ _L E- ,;. 3Q~~.M;. . 2 :-
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- (5) The Reactor Plant 125-v d-c bus and the 120io-c~non-interruptible bus #MW should be energized. , t ze ; -- -=sp- f ._ % - Q e-,
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n. OVERHEAD; STORAGE",T -g-E on Bench (1)C Place h control in b "PULt. OUT" position.switch, _ "DEMIN. yd WATER _TO_f {c.'_=___H2&g ~ ~f
.=_ p x . . r y.---M^M;=++ -
A =-=9 (2) Allen h system volves os shown on % " Overhead StorogeFTonk~VoWEn-E5)
. Checklist" with,the exception of volve 69-25-001, "DEMIN.1 WATER TO OVERHEADy-q
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'"'""" 3 (3) Check k interior of h Storage Tonk to essure ht it is roody to receive ists$
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LACBWR Operating Manual Volume II, Reactor Process, Systems __ (Page17-15 O
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LACBWR Opsroting i tual , Raviced Volumo II, Racctor Procacc Systems April 1978
- l. 17. ALTERNATE CORE SPRAY SYSTEM 1,7.1 FUNCTION The Alternate Core Spray System is installed to provide backup for s
the High Pressure Core Spray System. It provides further assurance that melting of fuel-element cladding will not occur following a major recirculation line rupture. It has a secondary function of
! providing backup to the High Pressure Service Water System.
n S
- , Z 17.2 SYSTEM DESCRIPTION 4
The Alternate Core Spray System consists of two diesel-driven H.P.
, service water pumps which take a suction from the river and discharge j y through duplex strainers, two motor-operated valves installed in R $ parallel, interconnecting piping, valves, and controls as shown in 4 i Figure 17.2. -
8 .I v ; .The diesel-driven pumps are located in the Crib House. They are ! i s installed in parallel; both pumps serve the Alternate core Spray I ( 9 System and the Fire Suppression System. (Technical Specifications 3 .b. 4. 2. 2.18 and 4. 2.18. l(a) ) g d When Containment Building pressure exceeds 5 psig, both diesels will V ,, 6 ' start automatically and rupply cooling water to the reactor vessel 5 R 4-inch nozzle through the two motor-operated valves which open ( "s % automatically when Containment Building pressure reaches 5 psig l
] coincident with reactor vessel level of -12 inches. I v , .
( )gThe cooling water falls from the 4-inch nozzle down through the
,E tube bundle of the High Pressure Core Spray System, impinges on the l l ' perforated flow deflector plates, and then flows through the 8 s deflector plates downward through the core. A 3-inch skirt is 9 welded on the outer periphery of the deflector plates to provide i for even distribgtion of the cooling water to all fuel elements.
j f4 2.i Flow to the vessel commences when re' actor vessel pressure drops to approximately 150 psig. A minimum flow of 900 gpm is reached when e , reactor vessel pressure drops to 50 psig. Flow terminates by 8 R automatic closure of the two motor-operated valves on recovery of S y vessel level above the low-level scram point of -12 inches. Manual l
-$ closure of the valves and/or manual trip of the diesels will also
& terminate flow.
3 I The controls for the diesel-driven pump, normally selected as backup 8 j for the High Pressure Service Water System, are designed so that the pump starts automatically when system pressure drops to 6G psig in y, { "Attro" mode or on a high containment pressure signal.-
.I e L 116 17-1 O
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'1- n LACBWR Operating Manual
( - Revised
, Volume I, Integrated Plant Operations June 1976 i .
d' 3.3.3.2 Major Primary Leak Procedures. 3 . -3 . 3 . 2 .1 Immediate Action. (1) Shutdown the reactor whenever a large leak is detected. (2) Ensure that the Core Spray System is in " OPERATION." C o (3) Ensure all control rods are fully inserted. e 53 Trip the Forced Circulation Pumps. _ (4)
-9 h, (5) Evacuate the Containment Building by use of the Reactor Building Evacuation Siren and Page System. -
{ 4 (6) Ensure Reactor Building Dampers and 4-inch Vent Header g a ),ihave " CLOSED." "CLOSE" the Reactor Vent Header External Isolation
, Valve.
E 2 (7) Verify that the Liquid Waste Isolation valve, Shutdown O r .' Condenser Condensate Leg Drain and Decay Heat Blowdown Valves are E $l " CLOSED." "CLOSE" Manual Isolation Valves in cases where automatic-isolation devices fail to function as required.
'~. il y 3.3.3.2.2 Subsequent Action. -
_x _
% .The leak:
following guide may be used to determine the location of the g g )! ,
-If water level drop preceded. pressure drop, a large water
< ; leak is indicated.
k I -If reactor pressure' dropped and reactor level increased . v s % instantaneously or dropped at a relatively slow rate, a at ) large steam leak is indicated. - a s 4 (1) Make every effort to maintain a feedwater supply to
%, keep th.e. core covered.
O O 8 o (2) Ensure the Shutdown Condenser Steam Inlet and Condensate h Returnservice Valves waterhave " OPENED" is being andtoeither supplied the shelldemineralized side of the water or H.P. condenser. g
. Verify the vent has " CLOSED" af ter 2 minutes.
5 5 NOTE: If the Shutdown Condenser has not functioned in C " AUTOMATIC," and Manual Control fails, then " MANUALLY" O E initiate an " AUTOMATIC" signal to bring in the Shutdown I - Condenser- by closing the Main Steam Isolation valve [ (MSIV) and/or the Turbine Building Main Steam Shutoff Valve. A _ 2.
')c ,
L' 116 3-169 e
g . . _ _ = ,. , ( N _.- . - 7 __ q _J LACBWR Operating Man'ual [ T -7 ?
---1 R2 Viced f__ ~~ Juno :1976_ __i; gy l
~ . _ '~ Z :1 Voluma I, Integrated Plant Operations -
5--i^3[%$Y;&=i x j Y?% -- h - l & k CV ,.
.(3) Ensure demineralized water is makiIg upitott eMeEhIa'd Storage Tank. E, _ _ s- __,7 _-' 7 y , % ,A _m =;
-n- m ; , _ -- _-- . _sm (4) "CLOSE" the Reactor to Regenerative C6cle5 Isolation 1rz S i d e Valve of Purification System and verify the Purification Pumplis xT_ _.M
" TRIPPED. " _-
~
- --C ' =-M
- 2. 3l:lT _- ::5W-j
~
_- 4 - . If level, as indicated on wide range controllerI'zis - $@
~ ~
~ ~ -
g NOTE: above core midplane and service waterTha~s- not been-- '32- =--e - w a s -~ Mk admitted to core and LOCA' is -not in Primary-Purificstion?:O _e System, continue to run Primary _ Purification System _as_ .__-y.' it will aid in heat removal and also -collect radioactive ---H - contamination that may be in Primary System _if any-fuel W _l ' 3..q , pins have ruptured. g - ] c--9 =- ; y-9.rp _ g {
< ] _..__
1 _ - G ---q _ s ir A p (5) Evacuate a.ll plant personnel except four-(4)- Operators c ~~ - - - -
! and a Shif t Supervisor according to Class "A". Evacuation Procedure F-~~l_]
(Section 3.4, Volume I). The Operators and Shift ' Supervisor wilip -12; e immediately assemble in the Control Room after immediate action *-J Z -"U 2- procedures are performed. . ~ 1_1 c- ~ - . _ . i~~. -2_Z .___ g = _- . . . _ - _ - _ , O T NOTE: Place Shutdown Condenser Steam Inlet Valves and - Q = h* - ~"
"h Condensate Return Valves to Manual "OPEN" at BBD "E" m_^
and " INSERT" Bypass Keys 4, 5, 9, and_10 prior to --~~j i Q " k= .1 ; o performing Steps (6) and (7); , _ u--i _g ~ _.--C ~. 1 (6) " SHUT" the Suction and Discharge Rotovalvesfand Discharye N C~
-k < Bypass Valve to one Forced Circulation Pump. _ Observe wide rangewl.E _
g ' level for indicated increase. If none is noticed,i"_OPEN"_.Suetion M = M
=____ -f -
g . and Discharge Rotovalves. 3 . c _:% x y. 3m : -= _ al- $$ v J (7) Repeat Step (6) .for other loop. If level shows increase,.:- % ' s Ee
] it would indicate a leak between the Isolation-Valves', -
-S J:
and that nr e c_2, loop rj? should remain isolated. -.
- p e _ _ - - ,
. . x-s ,
j
~
h NOTE: If leak is determined to'be other than a~ Forced ~ ~~ f ]
- 7 - Circulation Loop, then place ~ Shutdown condenser-back e
in " AUTOMATIC" operation by removing Bypass Keys _-4, T5,ly _-w_ Q 9, and 10.
~ ~
- M a o -
- ]_7 ~i
_y
. ..- - q ; -- - _
>. (8) The Alternate Core Spray System must be ~used for_ core - .=
{ cooling if the following conditions occur: ~
- _ = - -
'~ ~ 6" -
- ==.
A M*J qy_ rd c 4. ___ _ _ j$ (a) Reactor Water Level cannoti~be maintained _above -12" R i
- by means of the Feedwater System, the High Pressure Core Spray 2-C o
Pumps or the Low Pressure Core Spray Valve.~~~ --
-. 27 Q p t=-W;[,
_~-7 j_Z @] By maintaining a level of > -12", the Main Condenser r _._ -- NOTE:
' can be used as a heat sink. L
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C116 , 3-170 d y _~ =~_~'
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LACBWR Operating Manual ( Ravised Voluma I, Integrated Plant Operations July 1976 (b) The " Overhead Storage Tank Level Lo-Lo" alarm annunciates and reactor water level is being maintained ~
- (supplied) from the Overhead Storage Tank'.-
NOTE: If unable to maintain OHST level above the Lo-Lo level alarm and there is the possibility of needing
~
A Building Spray System to decrease building pressure, D then "OPEN" HPSW to Core Spray Pumps" supply valve e by actuating acontrol s' witch on Benchboard E and 5R cross-connect "HPSW to Demineralized Water" system _k g by opening manual valves located in Turbine Building _9 above 1B air compressor. o
}4
$ ; (c) All personnel are evacuating the site and the y
- primary leak is continuing; the following " NOTE" may be used: _
8 u NOTE: If ACS'is required and Primary System pressure is too high (> 50 PSIG) , manually "OPEN" both " Reactor
/J Emergency Flooding Vent" valves using keyswitches on to rapidly depressurize the vessel.
3 Vertical Panel "D" j [3 When Reactor Emergency Flooding Vent Valve lA " OPENS," ds -
. CAUTION:
the demineralized water header isolation to the E O shutdown condenser " CLOSES" to ensure that full U N demineralized water flow will be making up to the
~[ -
N
%- OHST.
,(9) Power feeds to the building must be tripped.
' This is
)5 ' done by placing the " REACTOR BUILDING MCC FEEDS - MCA TRIP" control switch in the " TRIP" position. Start 1B CCW pump.
E q s g v (a) Place in " PULL-OUT" control switches for the ^
; following: '
fg ,
-Shield Cooling Pump 1B
-CRD Ef fluent Pump 1B . ~ ~~
-Fuel Storage Well P, ump 1B 1g ,
-1A and 1B Seal Injection Pumps
, "D" (b) Ensure " Control Rod Charging" pump switch on BBD jD is turned " OFT."
J " TRIP" Reactor Building Crane
& (c) At 480-V Switchgear 1B,
. Feeder Breaker.
]
jg , (10) If the Alternate Core Spray System is needed and did not-start automatically, it must'be started as follows: 3 u
; (a) Place either " Diesel H.P.' Service Water Pump 1A" or E .
" Diesel H.P. Service' Water Pump 1B" control switch in the E*
Control Room to "RUN." fM..-) (b) Get keys from Shif t Supervisor and place " Alternate E Core Spray AC Valve" and "Alte-rnate Core Spray DC Valve" " keyswitches in the "OPEN" position. L 11e 3-171 \ i . e vene<w+,we a e v we cens gr e e s' -w s- n-*e~+ e+ na w- e se p e me =e s . .+,e e W e e'-* ** e e n' . w -w ** *e=*ct"+ sier i, w crewn man *oe,,, e,-.. a - , e.,_.. ,a 'sireesweie,w www--., , m , e. e- .,
{ (~ LACBWR Operating Manual _ Rnvised Volum3 I, Integrated Plant Operations June 1976 f
- y' (11) If the water level cannot be maintained in the reactor !
with the one Alternate Core Spray Pump running, start the second i diesel pump.
. NOTE: If core level is being maintained without high pressure
, service water being admitted, secure the engine driven i service water pumps. If level is being maintained by intermittent cycling of makeup valves, secure one R - engine driven pump and 4 1 1ow other to operate.
g g _ _ E q (12) If all personnel are evacusting or when the water level ; y in the Containment Building reaches 60 inches on the " Containment Vessel Liqui'd Level" indicator, "OPEN" the " Reactor Emergency l g _j Flooding Vent Valves" to equalize water level in the building and [ reactor vessel. _ g NOTE: If Containment Vessel Internal Pressure increases to a ? 52 PSIG, "OPEN" the " Building Spray Valve" located g J behind the Main Control Panel as necessary to hold ' id the pressure below 52 PSIG. t % _ j (13) When the water level reaches 50 inches on the " Reactor
@\ Vessel Wide Range Level" indicator or 330 inches on the " Containment 7 Vessel Liquid Level" indicator, the Alternate Core Spray System 20 should be stopped. The water level should'not be increased much 3
$ the containment beyond this point because it will reduce the volume available in
@ vessel for pressure buildup.
.q
? -
(14) If the Feedsater Pump trips or if all personnel are h a evacuating the Control Room, "CLOSE" the Reactor Feedwater Flow
+
$ 4* -Control Valve. .
1 w (15) The Shif t Supervisor wilf evacuate the remainE.ng i f consistent with personnel safety, it is feasible [ personnel for at least unless, two (2) men to remain in the Control Room to monitor
.q plant conditions [ ,
i (16). Notify the following plant personnel: 5 ~3 (a) Operations Supervisor '
@ (b) Assistant Superintendent
& (c) Plant Superintendent y (d) Health and Safety Supervisor t
j .b (17) For long. term cooling with the Containment Building a
- flooded to 330 inches on " Containment vessel Liquid Level," CCW g' will be continued to the Containment Building for heat removal.
a f . NOTE: Containment Building insulation can be removed to aid {. -
*2 . in heat removal.
(. - L 116 3-172 A
+
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l w.,. q.p l ATTACHMENT F . l Information on Electrical Insulation in containment (G.E. Letter, Tharp to Nowicki, dated July 27, 1976). T l . X
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' GENER AL h ELECTRIC
- WIRE AND CABLE
- COMPANY _
l I DEPARTMENT , b ULAC DetVE SOUTH, moedtArott$,'Meedelof A $$414,. . .ittfPMo*4E ARIA CODE el2-esarenas - - - ~ .- _ _ ! SUJLJECT: LAC-4014 -
'i ,
. i July 27, 1976 ,
=-
Dairyland Power Cooperative cc: Mr. J. Krause Mr. Wayne R. Novicki General Electric Supply Co. Instrument Engineer 63 Krafft Street P. O. Box 135 Lacrosse, Wisconsin 54601 Genoa, Wisconsin 54632 , 1
Dear Mr. Nowicki:
This is in reply to your letter of June 17, 1975. Ihe cables involved are our - l Vulkane non-shielded SI-58065 and Polyethylene-11.unenol control cable SI-58081. The cables were supplied in 1963 or 1964.and appe;.tr to have been in response to specifications prepared by Sargent & Lundy. .
- h. 1 At that time, there was no industry (IPCEA) standard covering Vulkene,which is l
l
,b chemically cross-linked polyethylene. Our' guide specs and' Wire & Cable specs I on Vulkane did, however, reference the applicable portions of the IPCEA Rubber Standard S-19-81. The Flamenol control cable was covered through IPCEA Ther-soplastic Standard S-61-402 which was in existence at that time. Attached are GE specifications in effect at that time. ,
- In reply to your specific questions:
i . (1) IEEE Standard 383 was not in existence when these cables were supplied. We have no planar to attempt to qualify these particular cables to this i standard. * -
^
(2) 'Vulkene SI-58065 will meet UL's horizontal flame test. Polyethylene- ! Flamenol 51-58081 will meet the UL vertical FR-1 flame test. . (3) Yulkene SI-58065 will not release corrosive gases in the normally ac-
- copted sense of the word " corrosive". Polyethylene-Flamenol SI-58081 will release hyd y chloride gas upon burning.
,. > (4) Vulkene SI-58065 met AD5 page 15 and UCS-3002 and 81-58081 - CNSI-58081 whom manufactured. It womid be difficult to say whether these cables presently meet all the requirements because of their age and the ser-vice conditions to which they have been subjected.
- 1. ~ If you need further information, please let me know.
\ ,
/ 1 L Very truly yours, g,, \*,\
. . \
Floyd Tharn 9
a ._
. . Wit [ XHHW FR-1 Conduc('rs "
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43 l.00 934 80 3.18 _ 13e3
,, 437 19
- 947 20 4410 . ,
t9e to 0 95 ds4 20 80 1.03 1903 . 28 30 1.l8 40 0.98 to I.03 kg 20 00 09S 210 21 22 to 1.2d t e79 , 21 9.10 1439 t .24 1834 Fed 22 80 23 et 60 1.00 es 1.t e fild 89 1.30 IS96
* . 33 1 00 74F 23 1.54 1879 24 9.33 8499 23 to 24
- 30 2S 90 40 0.05 798 90 9.8s 9227 63 - 1.33 ~ 5728 2e 9 01 814 25
- 9.14 5243 24 2S e 80 to e9 se 1m7 832 90 t.33 . 1784- - .
2e 1.10 8354 27 1.3e _ less 37 30 20 00 80 3,07 844 88 8.27 1367 80 1.30 8973 l 48 81 4 2e i12 1282 29 I 34 ~ _ 1993 J 3r. 80 908 29 et 30 ' ' to 2 80 80 8.22 9293 3343 i 29 9.8 % fat 30 e . ;-8344 39_ _ q 88 - ,l.43 . . 33e 80 9.9 I 30 se 1.3/ 80 9.13 967 80 3.d3 3139 38 1.27 1398 33 1.43 33W - 994 32 se 33 2- SO to 3.18 80 3 27 taae 30 4.e4 _ _ 33e8 1 33 1928 33 3.38 9308 34 3388 - 33 80 4.08 34 88 3S 80 ~- 1.a8
. se 4.l9 IOSI 38 89 9.31 _le#3 - Se 80 3438 34 terf 8.39 1794 ' tl.88 .48 _-- 3894 --
33 30 %.19 M OS 3F 88 80 1.39 1904 8.38 SFSF Se 37
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. Regesteres Trademark of Ceaeral Electris Compas.y'.
a e ensmuni be temIwerd of 4 tnJn
- o. .e .f.eet et exh mi.iteweducear nemre. same soltarep se .twasm a imppum et 10 0sen feet of es.h color. 5 e. ped eundvoors are se he somt>ned om baus of hess . _ _ . - .
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- 85********
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/
e . EXpLAP4AfsOps OF SYtaDOLS F ACIORf *
- Avibewed foe smst metti s ppet conductees le e.alc*es as s% ewe about
' Le ell. Sues No. la 6 AWG. *e,.ue
- a d =' **"= ' =-a 7 a.*w*'e-a,.
E'2Td*'$.,5f.'."* a'#G tt*",* 3 'sh. '=r re', "s.6.e.Sie,iec -~' '~",.' '.>.,a .a ,m w. e are. shalt te f.* swes No 4 AWG-ICO arnp. No. 2 AWG-s*3 anip; 24g ( COLOR.117 n eaci ef tet, red innviation, I AWG-ISO emp; No. l/O A%G l?) amip and No. 2/9 A%G M in felt leeg h teels. ] NOTE: S.ses No le 6 AWG seek so!d onl7 a f r **'u's aanp. CABLC IDCPeftFICAtlOft: Se fese peine.e O Fee 1 =ise. *imate.pha e resideneist sereise. ette a3te=st4e naipesa es pes S.se f e 4 Aurf,s p..e. sea'ee s*'eaunese. soe. d *:8"'P'8sn = eead shall 1**s**. tie see 4,es No 2 AWG.-Ice aane; foe No. 3 AWG-ile ased esee. es:h GESieed emmtee pree of .ad c eeviastsee. he.1/9 AWG-123 arne; No. 2/9 AWG s9e amip, No. 3/t AW B71 asne and foe No. 4/9 AWG-200 asup. PUBLtCATIO90: e Ba.e4 em theee welsted ewidectors se siegte emelosed or espose
. WC4239 Tp7e XIDtW f R-l tabte - . . . . . . . . . . . ~
eeadess. IPCE4 snethods ereed for essenen. (IL tessed ese.ae _.,. . . . . . . . . . .
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- Se'.=6eted Teadesnaet et Ceareal Elecuss Casapeny.
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r ( Q' A D-5 p . APPLICATION DATA VULMENE INSULATED POWER CABLE Feee 1s a 1s 6- *:.-1 ' r 24.1962
/
( _ N., GUIDE SPECIRCATION VULKENE INSULATION scope Thi. *perir.catian cavers Vu!Lene in.=lation far single. sad molticondweene powee caWe opereeiing at 15,000 gott, ..r le =ieli e,..
.lurt.ir temperatures up ta 90 C Cables shall be suitaW for see on AC or DC, circuits in wet er dry locations.
17.suletion ~~ The in.uf.ition shall be an citrv.fe.1 well of light. and heet.ntabilised chemically eMaked polyethylene with thirkne..c. a. f.11.. ..
" T j "*" sooo v n. tsooo v ,
C 4*+., 544. Soo V.no sooo Yeme Geomed d ._' ; __ ^r c, d.d % .a i No. Ia-lo Awg .oJo i
. - 4., .oas . iso
.iio .iss .i,o i t-4 o 4.s .oss .1 o .130 .:ss .) ,o .23o 250-503 uca .oes .120 .130 . ss .:po .2so 750-1ooo MCas .040 .330 .130 1ss .I to .230 d ical Properties Gueennteed Velves
- J Uriginal-tensile-poi .
17.w
, -elongation-% , ,1w Aged-Air osen test-7 days 121 C
% retention of original
-tensile 75
-elongation -,
Aged-Air pre >+ure test-80 poi. 40 hr.127 C
% retention of orignal -
-tensile 7.
--elongation 5
Electrieel Properties * ' Insistion resi.tance constant 10.000
.%IC at room temperature *
- 3. .
Pner farter at room temperature-% 2.0 Meisture Resiseense
\leshanical moi.ture ab.orption-ms'*1 inch ..
\ tan. *f riiante in $1C-75 C water 1 14 da'ye .
7 ISdays __ . _ . _ . .
. j, Osene Resiseenee . .
AIO*'e <*nrentralian~ r.em temperature ta6% sem.vneration-125 & Na reart. aftre 21 l mr. e sp.m ..- Na cra. L. afsee 21 f.. .r. ey.....t
.'d Bend Temp **etvre (-C)
. 's y,,,,,,g,,,,,.,.
. r.d-800 Volts /Mit
, %. t..I.i . .t r . e. ... .
Cce:9o Level-5 kw end ebeve Cable st.,.t. it.e I g e..g...r......... .
, s . . . . . l .. . t . , , -
O
( FOR DctRIAI, USE CNIX k Pass No, C3-3002 1 of 3 a: u.e cac oparwxr om 4/30/6 5 sws:s==i= e miosuar esm. ' SPEDINCATicitS inus oms . reR
' SINGLE AMD METRLE CCIDUCIOR VUI5EEE IglGR CABLE BATED 600 WERS. 5 n. 8 KY,15 IF 1.0 scope
- This specification covers %lkane insuhtion for single and asc.ticonductor cables operating at 15,000 volta or less with conductor temperatures up to 90 C - normal rating,130 C - emergency rating, and 250 C - short-circuit ratins. cables shall be suitable for use on AC or DC circuita in vet or dry locations. ,
2.0 APPNN't SP3cIyT.1"'IDMS ' he materials, ccatstruct. ion sad testing for these cables shall conform to the ~ applicable requirements of IICIA Pub. No. S-19-81 (Fourth Biition), NIMA Pub. No. WC 3-196k - IrcsA 'uMA S+= nam
- Publication Bubber-Insulated W for the Tran==imaion and Distributina of Electrical Energy unless otherwise indicated herein, and in the individual Product Desiga Specifications.
coNInc:oss "C" or Sector 30 The conductors shall be bare soft copper, solid, C1msa "B", Class as specified. 4.0 INSUIJLTICN ne insulation shall be an extruded vall of light,and heat-stabilized non-carbon tilled cha=b =11y cross 14"M polyethylene meeting the following requirements: g 600 Volts 5 KV 8 KV-15 KV Shielded Physical Properties 1500 1500 1600 Orir-=1 -tensilo-pai min. 350 350 alan = tion-$ min. 350 , Aged-Air oven test-7 days 121 C
- Min %retentionofor4g==1 80 80 80
- tensilo 80 80 80
- elongation Adod-Air pressure test-80 psi, \
40 hr. 127 0 Min f retantion or ori 4=1 80 80 80
- tensile 80 80 80
- elongation ,
Electrical Properties 25000 25000 25000 Insulation resistsace constaat Mesches-1000ft.-15.6C(607)-a.in (1) 30 SIC at room temperature-max 1.0 1.0 Power factor at room temp. 4 anz Moisture' Resistance 50 50 Mechanical moisture abso tion '. 50 7 days 70 C vater-max ad sq inch Max $ changs in SIC-75 C vater 30 30 30 ( ' 1-14 days 7-14 fays 15 o.5 15 05 1.5 05 Stsbility factor after 14 dsys-24x WontunedJ
~ ~ ~
1 3CS-3002 2 of 'L
~ C. taas ame Gus mPastwar mo. ( FOR BTE E M. USE QMLY ..amr, cm.,
p 4/30/65 0.w.D. 1 SPECIFICATl0llS [ (( POR SDGLE AID MILTIPLE C01E00205 VM2EEE PCM CABLE (:k RATED 600 TOLTS 5 EF, 8 xv.15 EF
~
4.0 D FAATION (CONT UUID) 600 Volta 5 ur a xr-15 xV
- - Shielded Czene Resistance a
.030% concentration-rocia 24 hr. esposure - 24 hr. exposure 24 hr. exposure temperature - no crac'sa 24 hr. exposure 24 hr. exposure 24 hr. exposure
.0005% concentration'-125 F-no cracks
-65c(3) 45 c (3) 65 c (3) cold send - so cracks (2) as railure (1).
U-bend 125 Volts / Mil (1) ' in 6 hr. Meets IPcEE Meets IPCFA corona Invel , (1)
~' ;.
Test Voltage-Volts / Mil of 3hs. 125 125 125 AC-5 minutes 375 375 Dc-15 minutes (1) ., (1)Notarequirementforthesevoltagesand/orecastructions. (2) Applicable to non-shielded cables only.. (3) Applies to Vulkans insulation, not to complate jacketed cables. I ,
~O PHYSICAL PROPERTIES:
Meet all requirements for PVC and polyethylena jackets per IPCEA S-19-81 (Fourth Edition), Part 4.13 5 and 4.13 6 and per IPcEA s-61-40e, Part 4 31 and 4.3 2. SURFhCE RESISTIVITY: . , , Meet specific surface resistivity of IPCEA S-19-81, Part 4.13 9 2 and IPCFA S-61 kO2, Part 4 3 3 2. [ - i
' OIL TEST: ,
i Meet requirements for 4-hour oil immersion test at 70 C per IPcEk S-19-81, Part 4.13 5 sad 6.4.14.6 and per IPcak s-61-402, Part 4 31 and 6.4.12 3 HOT MODUIAIS Uv=eed Samoiss'at 150 C and 100$ ELonastica): ? Shall not be less than 110 poi, after initial conditioning period of four minutes at test temperature.
- l ERAT DIST W 2DB M I-The insulatica of a cable shall be tested in accordamos with ASTN D-2220 except that the*ccaditioning W ied shall be 5 afautes,'the time under load shall be i
, 15 minutes, For 600 and voltthe == 4- values of distortica shall be as follows:4/0 A cables: J *, 20% max. Larger than.4/0 Awg (buffed samples of insulation) ( . 5% max.. For 5-KV and above cables: (All samples of insulation buffed) 5'$ m:ax. (continued) i s 9 l s- .,-~,--c,-----+ . - - , - , , , - , _ , - , , , _ _ _ - - , , , - , - - , - , _ - , - ~ ~ - - - .
* ' A k Pant No. 3 Of 3 M 4/30/65 FOR EC!RNAL USE OXLY ,
tics ue cams canarwnT M assa m I Ektiospeaf. CDeut. is.u. o m . Il U SPECIFICATIONS _
- c. w.D. roa i u SIEGLE AMD Mr.TIP.LE CGIUCTCR YULIGM3 IOGR CABLE RACD 600 YC1.25, 5 KY, 8 EV, {S KY W.ACK RESISS ECE:
To be in accordance with test method per G.E. Wire and Cable Specification CJ-1415 on =1d 4 alabs of insulation material. When tested per cW-1415, tracking voltage I shall be.no less than 2.2 KY. ####Ne######eee##### , l 50 JACKET , The polyvinyl chlorida jacket, vben specified, shall meet the following requirements: PHYSICAL PROPERFIES: , 1800 ain. psi Tensilestrength,p - 200 Rongatina, ain. AGING PROPERTI!!l$: Air oven' test, 5 days 100 C - Min. % retention of Unnged Values 85 Te nile strength 65 E ongation N Oil I=mersion, 4 hours 70 C - Min. % retention of Unaged Valties M ( Tensile strength z;~ nongstion 75 50 HeatDistortion,121C, Max.$ No crack.s Heat Shock, 121 C No cracks Cold Bend, t,imia 40 C s Flame Test per IPCEA S-19-81, Part 6.19 6 Emasas . Max. burning time - 1 minate i
*e 0
4 9 s e F t pf ee
. - - - , - ,, , - - - , -, , - ,. -a
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ELECTRIC: . . - - - L-T ~ CasI-5soet
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p . 1/21/63 W 3 , 4 tsA to 6/10/59 SPECIFICATIONS '. ~5.-
-r-w:" :d*-- c: - _
;i_WzAt Ow-For - h , ._
~
59 Polyethylene Flamennl* Control Cu51m .E~75h -F = ~_'L~"' _ _. d ~$ _: ]-g
-- _: _ x - -
_m i
.n.~ . . r. r. 2 ___ -
- _ _ _ . , i ,_ .-,-.5 INSULATION (Coat'd.14 -
m _ j
- _.._m_.. .
~
l l< Physical Properties of Unsged Pol,ysthylene _ . . . _ c_ _- ._ --- y_ .
~[- '~ , - l Tensile Strength, Mini:mus PSI 1400* i_ ~ , --
~
( i_yJ__ ~ [ _.. d 7Q Elcagation at Rupture, Nia4= = Percent 350 72 ~~~--_ - _ ;.~ . X _ Z = ,T d C _ )
.T ~T- -
9 Physical Properties after Accelerated Aging Test - v _._._ -
^ ~
.M .-*
- i. ~ ~~~ ~_
Air Oven Test .
~ T{ _ . ~ ~
-~ -
Oven temperature 100 t 1 C, for 48 hours. MinianniWtage of~-_-_ .- results on unaged samples. Tensile Strength 75-_ _Elmagatina 75. - -
;- .-__- H
=
^
-___..._.~ "
Cold Bend Test . Polyethylene insulation, without further coverirgs, shall not shoe. ~ c-------
~
any cracks when a sagle of insulated conductor which has~been----- subjected to a tempersturs of ninus 55 Plus or_minus 1 C ftar 1 hour -~ _ . _~ is, upon removal from the caalias cbsaber,1===Mately wound for at - _ . . . , least six adjacent turns around a :nnadrsl having m dianneter of three t
~
-m' times the insulated conductor diameter. The bending shall be f accomplished at an apprmi,*tel,y uniforza rate so that the time -
- - e consumed is not more than one minute.
~(;. --
~
;,_.. =.
- The average thickness of the insulation shall be not 1ess than that given in Table II. The minimum thickness of the insulation ="shall.not c be less than 90. _ --j _l. :-. ~ _--. _
percent of the values given in Table II. --
, --5: F.. -
- u. m ..--= -
- - - - -= = yr =_-- - ~ ~ .
__- _- _ _.;;.;_..=. . ,,__ TABLE II . , _ _ __ ___ - _ T .
',_y.__
- Conductor Size Insidation thTekness '- -
~
s' '[ - -i-Inches NJG' ,
~
.22.= .020-C.
14 '= - - - - - 12 .- g .020 E -:._.__ 1. _ _ 10 - m ' _- _ : ' _-._- _ 2.
)
_._y.020 G-- -_ -- _._ _ -L _ 1--
- 4. JACKET AND IDENTIFICATION OF SINGLES T.E--E_. T_ _ i I._ . 6T
_n - _- _--u = -; :2_ g ;_ .
.7__
Each polyethylene insulated single shall be covered- by_a .010 inchi*RwallW =_; thickne s of ccuspatible polyvinyl chloride jacket contosiming-to requirementai of Table VI. ~_gs._. The conductors shall be identified by means of printed color _ coding contwatag to .- _wJ= IPCEA-!E:M Ther:noplasti/Staa%rd, paragraph 5 6 313, Methaa-so.-3 for condiactor identi-@ '.7 ' Gicction. The_ sequence of identification shall be as listed-in. Tables III and IV.- ; g -
. n
'~ -
~__ O- .__
h
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a, _ ~ O . (Continued)~ _T ._
~
1 _ _ _ n-- J h.q61.;iwe 1:u.t 1.:.nw. _.: - 0 . O
vcwrnwr y sw w - PAG 4 No. 3 e' cica t=o c m s tmp u n c t mia 1/21/63 Baloste:nt, come. --- sura: woins f SPECIFICATIONS . _ - _ . n wa m m T 6/1o/59-p For Polyethylene F1a= anal
- Control Cahle hi u .- . _ . .
- 4. JACKFr Nm vr m - M 3 0F S d (Conti b )
. syy m ..
~ -
- 's ,
Bo. of Ko. of W =ters Printing on Conductoa
# Conductors Printing on Conductor 12 R_1 =, ir i 12 - nite
% 1 .L-31aca~~~
2 2-white
^ 13 -
13-Red -- - White - 3-Red 14 14-creen - White 3 4 4-creen 15 15-Blue - White 5-cr was 16 16-Black - Red 5 6 6-alue 17 17-White - Red 18 18-orange - Rea 7 7- N ta - Black 19 19-Blue - Red 8 8-nea - Black
' 20 20-Red - Green 9 9 Creen - Black 21 'El% - Green 10 10-Oranan - Black '
11 11-alue - Black For cables having more than 21 conductors repeat using the color of Jackets and print shown in Table IV. 4 ' Tahle IV
- 50. of .
x.-' '
. Conductors Color of Jacket Color of Print
- .t - 21 Black White 22 42 white -
Black Bed . m ew 5 43 - 63 White 64 - 84 oreen 85 -105 Orange _ Black - 106 -126 Blue Black 5 AssamLY ,, _
~ Individual candetors in cables, having more than two conductors shall be assembL helically irith adjacent layers wound in opposite dizoetions. Plastic fillers Two shall be conducta
( used when necessary to give the ecupleted emble a circular cross section. cables shall be made twin with the conductors paralla1. . 51 Tape 4 Over the assamh11as of more than.two.,;;2j=9 tors,shall.bg applied,a suitable bindes tape. The tape shall be W MmA helical 17 with a 14) Of St least 1h Of the CSpa Width _ Two conductor cables shall be made with overall jacket applied directly over the parall assembly.
. ~
( ..- d Changed since last issue.
\
;,,,;,, - - . ~ _ . .
L_NERAL ELECTRIC -
- f ac Pe. CVSI-580ol reca No, 4 tigg aseo CASLE Ou s.n e f
,, , ,s,o n , co , 7
$, '" 1/21/63 SPECIFICATIONS 1: uso 6/10/59
\'. For Polys thylene M ===ral Contml Cable
- 6. MOIS'I'JRE SEAL JACE2T A seamless jacket of plasticized polyvinyl chloride shall be formed around the cssembly of insulnted conductors. he jacket shall not adhere to the insulated conductors.
6.1 Thickness A
)
The moistuzw seal Jacket shall have an average th*e N es not less than that
- given in Table V. The mini s= thickness at any point shall be not less than 80 percent of that given in ':hble V.
TABI2 Y..
~
Calculated Diameter N Jacket 2hicknessJ Usier Jacket in I:ches in Mils-O to .425 45
.426 to 7M 60 .
701 to 1.05o 80 For twin conductor cables the core diameter shall correspond to the major
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- core diameter.
- 6.2 Physical Prouerties he overall moisture seal jacket and ' jackets on the singles shall hnve the - following physical characteristics:
TABIR VI.4 Original . Tensile Strength - N ui == PSI 1500
. Elongation At Rupture - Minimum Percent 150 After 168 hrs. in Air Crven at 100 i 1 C -
Tensile Strength - Minimum Percenta6e of Results on Unaged " Sample" 83 Elongation At Rupture 65 After 4 hrs in AS':M No. 2 011 at 70 i 1 C ~
~~ W5irile Strength - Miniman Percentage of Results on Unaged Sacple
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80 Elongation 60 1 NOIE:- Because it is impracticable to prepare satisfactory test specimens from the - jackets on the singles, these tests are to be run on ahbs of the same material. Test methods, Part 6, of the IPCM- EMA Ber.aplasti/-Sta=dard shall be fonowed unisss otherwise indicated.
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k d Changed sin:o last issue.
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G ENTR ATgELTU{'IU 3,,, ,,, ex31_33331 Pact No. 5 en a c no can t et> Aa mtar our gjg1jg3 Suptastoinc % Baloctroar. Conw. SPECIFICATIONS issur oArco
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- For 6/1o/59
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- Polyethylene Flamenal Control. cable 7 LLECBICAL TEST 4
,The individual cenductors before assembly shall be immersed in a grounded water bath for six hours and while 1:mnersed shall withstand an a-c high potential test of 3000 volts r.m.s. for five minutes. Following the high potential test and while still i==ersed, the insulatica resistance shall be measured acd sipall not be l'ess than that calculated by the
( following formula: R = K losio R = insulation resistance in negohms per 1000 feet K = constant 30,cco D = dia:neter over insulation d . dia:neter under insulation
. The completed cable shall meet the same requirements as above except the tests shall s be csde without i=nersion in water.
\ 8. COLD BEND TEST The thermoplastic jacket on the singles and overall of culti-conductor cable shall 4 not show any cracks when a sa...ple of sheathed wire or cable which has been subjected to T a te=perature of cinus 40 C plus or minus 1 C for one hour is bent 180 des ees around a Y' candrel !==ediately upon re= oval frc:s the cooling chs=ber. Wire and cable having a diaceter of .800" and less shal.1 be best around a mandrel ei6ht ti=es the cable diaceter and on dia=eters lar6er than .800" the die =eter of the r earel shall be ten ti=es the cabl diameter. The bending shall be done at an approximately uniform rate so that the ti=e taken is not = ore than one minute.
9 MAtiVIACIUPER'S IM::TfIFICATION Cable vill be identified by the inclusion of marker threads in the assembly.
- 10. D!SPICTION .
Orders n're accepted based on inspection and acceptance at the factory. k If the purchaser is to nahe inspection at the point of production, .it .shall be co stated on the purchaser's order. t N.' 4 C:.an6ed since last icoue.}}