ML20198L502
| ML20198L502 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 08/13/1984 |
| From: | Bielfeldt L, Frankum D, Taliaferre R BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.) |
| To: | |
| Shared Package | |
| ML20197J316 | List:
|
| References | |
| FOIA-85-59 CCP-22, NUDOCS 8606040297 | |
| Download: ML20198L502 (229) | |
Text
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.s BROWN & ROOT, INC.
PROCEDURE EFFECTIVE
. CPSES NUMBER REVISION DATE PAGE n
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CCP-22'/. , 4 )8/13/84 1 o f 12 v' V TITLE: ORIGINATOR ,# M ~
7-27~OfDATE EWED BY: , 8-9-ft4
' ' 70GC0 Og DATE STRUCTURAL STEEL F ERECTION APPROVED BY: 6/ -
4 M 7- /.? -9f j CONSTRITCIION PROJECT MANAGER DATE o.1 TABLE OF CONTENTS
1.0 INTRODUCTION
1.1 PURPOSE 1.2 SCOPE g 1.3 GENERAL DISCUSSION 2.0 DEFINITIONS OF TERMS, ABBREVIATIONS AND SYMBOLS 3.0 SPECIAL ITEMS AND OPERATIONS 3.1 AIR TOOLS 3.2 PLUMBING UP 3.3 CONNECTING 3.4 MATERIAL STORAGE REQUIREMENTS 4.0 ERECTION PROCEDURE 4.1 GENERAL REQUIREMENTS 4.2 BOLTED CONNECTIONS 4.3 FIELD WELDED CONNECTIONS 4.4 BASE PLATES 4.5 TOLERANCES 4.6 ATTACHMENTS TO BUILDING STRUCIURE 4.7 FIELD FABRICATED ITEMS 5.0 DOCUMENTATION 6.0 SUPPORTING INFORMATION 6.I REFERENCES 6.2 ATTACHMENIS ruarw*9 L. 550 gg6o g 7 e6o527 GARDE 85-59 EDR. __ __
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CCP-22 4 8/13/84 2 o f 12
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1.0 IN1.'.C00 CTION 1.1 PURPOSE l
1.1.1 The purpose o'f' this docianent is to establish 'me'thods and pro-cedures for the correct and safe erection of structural steel.
' 1.2 SCOPE 1.2.1 'lhe scope of this procedure covers all Category I erection,
, int pection, and material storage of structural , steel at CPSES.
This procedure does not cover the safety aspects of erecting -
structural steel; however, all persons involved in the aree. tion of structural steel need to take all necessary precautions
-[ for personal protection and sa faty.
I 1.3, CENERAL DISCl[SSION f -
1.3.1 This precedure was established for the erection of structural steel in Category I structures. This procebra may also be used
'I in whole or in part on nou-category I structures an' directed by the B&R Project Manager.
1.3.2 This procedure identifies pertinent and necessary criteria for safe and correct erection of structural steel. The reader should also read all referenced material and comply with its
.' coctants where applicable. '
! 1.3.3 The only exception to the above is ANSI 45.2.5 - 1974 which ves
'I used' only as a guide and is not a specified requirement for this proj ect .
- 2.0 DEFINITION & TERMS, ABBREVIATIONS AND SYMBOLS l l 2.1 TERMS t
t { 2.1.1 ' Structural Steel - shall be as detr.ribed in Gibbs and Hill l t
' specification 2323-SS-16B - (Cetegi>ry I) or 2323-SS-16A -
] (Non-Category I) or as noted on applicable structural drawings.
I i 3.0 SPECIAL ITEMS AND OPERATIONS I
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BROWN & ROOT, INC. PROCEDURE EFFECTIVE
- CPSES NUMBER REVISIGI DATE PAGE JOB 35-1195 CCP-22 4 3 of 12 8/13/84 3.1 AIR TOOIS 3.1.1 All pnessmatic hand tools shall be disconnected from the power source and line pressure released prior to any tool adjustment e ' or repair.
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3.1.2 Air lines shall be tied together at line joints except when J, automatic cut-off couplers are used.
! 3.2 P1,UMBING UP E 3.2.1 Guy lines shall be placed so that welders and bolters can get i . at the connection points.
3.2.2 Guy lines shall not be removed without first getting permission from the B&R Rigging Superintendent.
3.3 CONNECTING 3.3.1 When connectors are working in pairs, one end of the piece should be bolted with not less than two bolts (one bolt may be used but placed in the top hole and pulled tight) before one of the connectors goes out to connect the other end.
3.3.2 Whenever possible, an employee should straddle the beam instead of walkirs alors the top.
3.3.3 When setting columns, before lifting falls are unhitched, either the nuts on the anchor bolts shall be drawn down tight or temporary guys attached.
i 3.3.4 A piece shall never be cut loose (load lines disconnected) until
,,) the required minimise number of bolts have been installed. Pins
}j or wrenches in a hole shall not be relied on.
3.4 MATERIAL STORAGE REQUIREMENTS 3.4.1 Structural material, either plain or fabricated, shall be stored on the site above the ground upon plat forms or skids.
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BROWN & ROUI, INC. PROCEDURE EFFE CTIVE CPSES NUMBER REVISION DATE PACE i
( JOB 35-1195 CCP-22 4 8/13/84 4 o f 12 3.4.2 All material shall be kept free from dirt, grease, and other l foreign matter. l 8 l l 3.4.3 Material subject to extended exposure (over one year) shall be
, protected from corrosion by covering the material with weather-
. proof tarps or plastic sheets as directed by the B&R Rigging
, Superintendent or Project Civil Engineer.
l 4 4.0 ERECTION PROCEDURE
'4 4.1 CENERAL REQUIREMENIS 4.1.1 All rigging shall be in accordance with Construction Procedure
-i 3 5-1195-CCP-24.
4.1.2 All structural steel framing shall have its structural integrity
~j protected promptly upon erection by adequate bracing to resist
' horizontal forces, as directed by the B&R Rigging Superintendent or Project Civil Engineer.
4.1.3 No load-bearing structural member shall be weakened by cutting, drilling, or any other means without approval of the design engineer, or as shown on the approved shop drawings.
i l 4.1.4 Joists hoisted in groups shall not exceed the number for one bay.
1 1 4.1.5 Tag lines shall be placed at either each end or just one end of a member to prevent swinging and to guide the member during l erection and dismounting.
4.1.6 Lugs, gussets, and connecting angles shall be examined be fore
_! sending up the members to see that connections are not bent j or twisted. .
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! 4.1.7 Fitting-up bolts, drift pins, peaking, shbuming and vedging I shall not be used or executed to bring improperly fabricated members and parts into place.
, 4.1.8 All improperly fabricated members shall be brought to the attention of the Project Civil Engineer by the B&R Superintendent or his representative.
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! 4.1.9 Drift pins shall not be driven with such force as to injure i adjacent metal.
i 4.1.10 All shop drawings shall be approved, or approved except as noted,
, by G&H or CPP Engineering before erection proceeds.
. 4.2 BOI.TED CONNECTIONS 4.2.1 All field connections shall be made with high strength steel bolts, nuts, and washers (bearim type connections with threads excluded from the shear planes) unless otherwise noted on the engineering drawings.
4.2.2 Bolt heads and puts shall rest squarely against the metal or washer.
4.2.3 Where bolts are used on surfaces having slopes greater then 1-in-20 with a plane normal to the bolt axis, beveled washers shall be provided to give full bearing to the head or nut.
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4.2.4 Threaded bolts for all connections shall be tightened with properly calibrated wrenches (Section 4.2.6) or by turn-of-the-nut method (Section 4.2.5) . See Section 4.2.7 for permissable exceptions to this rule. These requirements shall prevail unless otherwise
.t noted on Engineering drawings.
4.2.5 When " Turn-of-nut" method is used for bolt tightening, the impact wrench or other poetsnatic device does not require calibration.
However, the device shall be of adequate capacity and sufficiently supplied with air to perform the required tightening of each
] bolt in approximately ten seconds. When this method is used, the j following steps will be followed:
- 1. All bolts in each joint shall first be brought to a " snug tight" condition (snug tight is defined as the tightness I attained by a few impacts on an impact wrench or the full j effort of a man using an ordinary spud wrench).
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BROWN & ROCI, INC. PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PAGE
- j. JOB 35-1195 f' CCP-22 4 8/13/84 6of12 i
. 2. All the nuts shall then be match-marked using an approved
- industrial marker, i.e., Missen. l l
1 3. All the bolts in the joint shall then be tightened by the applicable amount of nut rotation spec,ified in Attachment 1.
- 4. Tightening shall progress systematically from the most rigid j part of the joint to its freest edges.
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- 5. There chall be no rotation during tightening of the part not turned by the wrench.
- 6. The end of all bolts shall be marked with the industrial marker when required nut rotation has been attained.
i f 4.2.6 When using a torque wrench for tightening ASTM A-325 and A-490 bolts, the below listed steps shall be followed:
- 1) All bolts in each joint shall be brought to a " snug tight"
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.i condition (snug tight is defined as the tigntness attained
{ by a few impacts on an impact wrench or the full effort of a man usig an ordinary spud wrench).
- 2) All bolts in the joint shall be tightened to the applicable value as specified in Attachment 2. Tightening shall progress systematically from the most rigid port of the joint to its free edges.
, 3) Only calibrated torque wrenches obtained from the Calibration i Imb may be used for this operation.
4.2.7 High-strength bolts, 7/8"E and less, in bearing type connections need not be pretensioned to the above requirements, unless otherwise specified on engineering documents. They may be
- tightened, as a miniaan, snug tight. High-strength bolta, 1"f 1
, and larger, in bearing type connections need not be pretensioned j to the above requirements, unless otherwise specified on egineering I docunent s. They may be tightened, as a minimum, snug tight. Then
! the threads shall be spoiled or a double or jam nut installed snug
- tight. These provisions are to prevent accidental loosening i of the connection and are to insure that the parts of the joint are brought into good contact with each other.
4.3 FIELD WELDED CONNECTIONS 4.3.1 No welded connections shall be made unless they are shown on the approved shop drawings or approved on a case by case basis by the Project Civil Engineer.
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4.3.2 All welded construction shall conform to AISC specification for Design, Fabrication, and Erection of Structural Steel for Buildings and AWS D1.1.
4.4 BASE PLATES 4.4.1 Base plates and bearing plates shall be grouted in conformance with G&H specification 2323-SS-9, " Concrete".
s 4.4.2 Base plates shall be grouted only after structural steel is erected and placed with all anchor bolts tightened as released by the B&R Rigging Superintendent.
4.4.3 The groutirqs of base plates shall be in accordance with Construction procedure 3 5-1195-CCP-16.
4.5 TOIERANGS ,
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4.5.1 In general, all steel shall be pitab and level within the tolerance
! of 1:500.
4.5.2 Erection Tolerances for Structural Steel Platforms 3 1. Elevation location: Elevation for all components of the platform shall be within 3/4 inch of design.
- 2. Invelness: Horizontal members shall not have an elevation i differenc9 from end to end greater than 1/4 inch.
, 3. Pitanb oess: Pitsabness variance shall be less than or equal I
,J to 1/500.
l i . 4. Plan location: Platform location in plan, measured fron gridline to work point, shall be within 1 inch.
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! j 5. Assembly: All spacing from work point to work point on the plat form shall be within 1/8 inch of design.
i 6. All requirements given above are typical unless otherwise I i noted on the engineering drawing.
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, 4.6 ATTACHMENIS TO BUILDING STRUCIURE I
l l 4.6.1 Hitti Kvik Bolts i
- ;' Hitti Kwik bolts shall be installed in accordance with Civil i l Engineering Instruction CEI-20, " Field Installation of Hilti j
Bolts".
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BROWN & ROM, INC. PROCEDURE EFFECIVE CPSES NUMBER REVISION DATE PAGE I
JOB 35-1195 CCP-22 4 8/13/84 8 o f 12 4.6.2 Richmond Inserts ASTM A325, A490, or A449 bolts (suitable washers optional) shall be used for Ricimond Insert bolt connections. Thread engagement into the Richmond hsert shall be at least 2 X bolt diameter plus 1/8 inch. Bolts shall be installed snug tight.
4.6.3 Embedded Anchor Bolts J
Nuts on embedded anchor bolts shall be installed snug tight.
4.6.4 Welding to Embedded Plate Attactument to embedded strip plate or large steel plates shall be in accordance with Construction procedure CCP-45. Attachment l to miscellaneous embedded steel plate shall be in accordance with detail dravirgs and applicable weldirqs procedures.
l 4.7 FIELD FABRICATED ITEMS s
! 4 . 7.1 Structural steel may be field fabricated as necessary to support construction activities. Fabrication shall be in accordance with appropriate approved drawings, DCA's and/or O!C's.
- 4. 7.2 Material
- 4. 7.2.1 Material shall be requisitioned from the Structural Steel Fabri-cation Shop bulk stock izwentory.
l i 4. 7.2. 2 Before material is subdivided, either through cutting or disassembly, I the item's identification, i.e., heat number, code, or unique item 1 I number, shall be transferrwd. Throughout the fabrication and install" l ation process, the identification markings shall be maintained.
{ 4. 7. 2.3 Catalog items such as bolts, nuts, etc., shall be traceable to 4 purchase order number or heat / lot number while in storage.
4.7.3 Welding
- 4. 7.3.1 Welding shall be performed in accordance with AWS DI.1, B&R welding i specification WES-029 and applicable approved weldirg procedures.
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- 4. 7.4 Tolera nce s
- 4. 7.4.1 Fabrication work shall be performed in accordance with the toler-ances listed below, unless otherwise noted on the approved shop drawing s.
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BROWN & ROcr, INC. PROCEDURE EFFECTIVE NUMBER REVISIG( DATE PAGE CPSES JOB 35-1195 CCP-22 4 8/13/84 9 of 12
- 4. 7.4. 2 The following fabrication tolerances are to be used for steel items to be embedded in concrets. These tolerances will be used only where drawings do not specify otherwise:
- 1. Ge nera l Linea r Dime nsio ns . . . . . . . . . . . . . . . . . . . . . . . . . + 1/8" 1 2. We l d S t ud S pa c ing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + 3 /8 "
- 3. Weld Stud Design Position Deviation . . . . . . . . . . . . . . 5 Degree s
- 4. Anchor Bolt Dimensions (After Bending) . . . . . . . . . . . 1 1/2 "
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- 4. 7.4.3 The followies tolerances are to be used for the fabrication of structural steel unless otherwise noted on the drawings.
- 1. General Linear Dimensions -
- a. Overall, when member has both ends finished for contact be a r i ng . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/3 2 "
- b. All other conditions (1) For members up to 30-feet long . . . . . . . . . . . 1 1/16" (2) For members longer than 30-feet .......... 1 1/8"
- 4. 7.4.4 Holes
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All holes in structural steel fabricated under Specifications 2323-SS-16A and 2323-SS-16B shall be punched or drilled. No holes in this steel shall be made or enlarged by burning without authorization of Site Engineering.
- 4. 7.4. 5 Substitutions When asterial called for on the detail drawing is unavailable i
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for fabrication, craft personnel must receive the written approval of Civil Engineering prior to proceeding with substitutions.
5.0 DOCUMENTATION Safety-related installation activities performed in accordance with this procedure shall be documented on an Operation Traveler in accordance with GM 6.3.
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BROWN & R00I, INC. PRCCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PACE i
JOB 35-1195 1
CCP-22 4 8/13/84 10 of 12 6.0 . SUPPORTING INFORMATION 4
6.1 REFERENCES
- 1. ANSI 45.2.5 - 1974 Supplementary Quality Assurance Requirements for Installation, Inspection and Testing of Structural Steel During the Construction Phase of Nuclear Power Plants i 2. Gibbs and Hill Specification 2323-SS-16A, "Non-Category I Structural Steel" and 2323-SS-168, " Category I Structural Steel"
]
- 3. Construction Procedure 35-1195-CCP-24, " Rigging"
- 4. AISC Manual of Steel Construction - Seventh Edition l
t 5. AWS DI.1 i
- 6. G6H Specification 2323-SS-9, " Concrete" I
s , 7. B&R Welding Engineering Department Procedure WES-029 l
6.2 ATTACHMENTS
- 1. Nut Rotation from Snug Tight Condition for Turn-of-Nut Bolt Tightening
- 2. Minimum Fastener Torque Values e
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BROWN & R00I, INC. PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PACE JOB 35-1195 CCP-22 4 8/13/84 11 of 12 ATTACHMENT 1 NUT R(7 RATION" FRCH SNUG TICHT CONDITION FOR IURN-OF-NUT BOLT TICHTENING Disposition of Outer Faces of Bolted Parts i
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Both faces normal to bolt axis, or one face Both faces sloped not more normal to axis and other face sloped not more than 1:20 from normal to bolt than 1:20 (bevel washer not used) axis (bevel washers not used) b b i
Bolt length not exceeding Bolt length exceeding 8 diameters or 8 diameters or For all length of bolts 8 inches 8 inches 1/2 turn 2/3 turn 3/4 turn *
- a. Nut rotation is rotation relative to bolt regardless of the element (nut or bolt) beirs turned. Tolerance on rotation: 30' over or under.
For coarse thread heavy hex structural bolts of all sizes and length and heavy hex semi-finished nuts.
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- b. Bolt length is measured from underside of head to extreme end of point.
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EROWN & R00r, INC. PROCEDURE EFFECTIVE NUMBER REVISION DATE PAGE
- CPSES ,
JOB 35-1195 i
j CG-22 4 8/13/84 12 of 12 1
! ATTACHMENI 2 MINIMUM FASTENER TORQUE VALUES I
l BOLT TYPE BOLT SIZE (INCHES) TORQUE (Fr. - LBS.)
ASTM A-325 1/2 93 5/8 228 3 /4 387 7/8 518 1 US I
i ASTM A-490 3/4 500 7/8 650 1 1320 1 1/4 2620 1 1/2 4565 i
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DOCUMENTATION FACKAGE INDEX li 4t' Package Iso. No. 9fM-th'193-tf1\ -M6 Activity I.D. No. e Q.nM l No. of pages Type Of Document 1.d A Manufacturing Record Sheet (MRS)/ MIL /SAVC/BOM 2.2 Weld Data Card (WDC)/ Multiple Weld Data Card (NWDC)/ Vendor Supplied Component Mod. Record (VSCMR) l 3.1 Wald Filler Material Log (WDU) 4.rl A Non-Destructive Examination Report (NDER) 5.3 Inspection Raport (IR) 6.n Nonconformance Report (NCR) _
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7.dA - Vendor Doctamentation 8.WA- Repair Process Sheet (RPS) INFORM!E..1
- 9. 3 operation Traveler (OT) 10 d A Drsving(s) 1 11.1 Material Esquisition (MR) i 12.26 Miscellaneous (Describe below , PPRV 0 M4 lah * %YR-in40 h Rutlut 41dee D'idmEMdd ks'ud6%esA~
.I mhM Dreedute n P 2. rt . t I TBY -1 S h h hMcAt$
'i The contents of this package, as listed above, have been verified in accordance with the requirements of CP-QAP-12.1, and are acceptable.
Totsi number of pages in package 3C .
QCI/Date - -M31kPt ANI/Dete 6ee led Adbch 1 1
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00CL'MENTATICN CHECK LIST PACXAGE MARX NO. 8 [ N '[ M - N d /87-[88/((6/
NLPBER OF PAGES TYPE OF DOCUMENT i 1. 88 Manufacturing Record Sheet (Mr15)
- 3. I Weld Filler Material Log (WFML)
- 4. 8A MateMal Identification Log (MIL)
- 5. 88 Non-Cestructive Examination Report (NCER) 4
- 6. I (:. aan HMS }
Inspection Re crt (IR)
- 7. 4/S Nonc:nfonnance Report (NCR)
- 8. //M Vendor Occumentation
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- 10. / bY) Operation Traveler (OT)
- 11. 8A Drawing (Including CMC)
- 12. / MateHal Requisitien (MR) Y'e S 7_fd</ - --
i , 13. d[ Miscellaneous (Cescribe Seicw) l j.gpj & 'rdsi*? ,/0f<U~
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-} J. Mr7~Mmus'rs The c ncents of tais oackage as listed above have been reviewed cer t.e i requirements of C7-QAP-18.2 and are accepuole, i
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NUCLEAR SERVICE DIVISION STANDARD INTERNAL REVIEW SHEET MP 2.7.1/T3X-1 REVISION NUMBER 0 l DOCUMENT NUMBER f
[ TITLE Reactor Vessel Head Modifications for Combustion Engineering l . . .. ..
.RVI2tS at Comanche Peak #1 GENERIC ] PLANT SPECIFIC (Plant identification should 3
l be included in title)
' ~~
OTHER (Specify) 4 COMMENTS I MANDATORY REVIEWS SIGNA 11JRE DATE
- l j 1. ORIGINATOR k2/.7[SL .
s ,
- 2. SERVICE ENGINEERING y f,fM 3 ggg
- 3. . PRODUCT ASSURANCE g 3, y _B2 .
- 4. COGNIZANT MANAGER
$/J4p (1)
OTHER REVIEWS .
-M J 'Wil 'A *
- 5. NES APPROVAL REQUIRED BYES Division g y $ 3-w r L 't Service Engr.
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3
{ NO
. Concurrence '
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0). Approval of the cognizant manager. signifies that all reviews have been ofitained and all c=nnents resolved.
- W
_,NSD PA 1152A
..* :y23 7;- wm - ~ v ..
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j .. Procedure No. Plant Site
' MP 2.7.1/TBX-1 TBX l {N Title Reactor Vessel Head Modifications for Combustion Engineering RVLMS at Comanche Peak #1 I
NUCLEAR SERVICE DIVISION Purchase Order _ S/0 No. _ ..
! Field Service Procedure
! Approva.1 Cover Sheet I
I, WESTINGHOUSE ELECTRIC CORPORATION NUCLEAR SERVICE DIVISION
.j s P. 0. 8ax 2728 Pittsburgh, PA 15230
}
i THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF THE ' WESTINGHOUSE ELECTRIC CORPORATION (NUCLEAR SERVICE DIVISION) AND IS. TO BE l RETURNED UPON REQUEST. ITS CONTEhTS MAY NOT 1 8E DISCLOSED TO OTHERS OR USED FOR OTHER THAN 4
THE EXPRESSED PURPOSE FOR WHICH LOANED WITHOUT THE WRITTEN CONSENT OF WESTINGHOUSE (NUCLEAR SERVICE DIVISION). .
k
(
i The procedure approval signature of the cognizant manager be cw confirms that prior concurrence of required review groups has.been obtained.
i 1
Revision Bavision Revision l Dept.
0 -
Dann .-
Originator p
- Date ff2 Cognizant Mgr. Date
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MP236S/20S8203 MP 2.7.1 TBX-1 TABLE OF CONTENTS
- 1.0 PURPOSE l
! 2.0 SCOPE I'
3.0 DEFINITIONS 4.0 RESPONSIBILITIES 4.1 Owner Responsibilities 4.2 9 50 Responsibilities
5.0 REFERENCES
I
~
6.0 GENERAL DISCUSSION 7.0 PREREQUISITES
, 7.1 Equipment List 7.2 Preparation Prerequisites 8.0 PRECAUTIONS 3
9.0 PROCEDURE l 9.1 Head Adapter Plug Removal 9.2 RVLMS Flange Assembly Installation l
10.0 CLOSE00T copV APPENDIX A - Canopy Seal Joint Preparation 4
i
! i EFFECTIVE DATE March 20, 1982 PAGE 1 0F 19 REVISED DATE I _w exu.aon...s.. ......e........ _ _ _
=
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D 2305/2058203 MP 2.7.1 TBX-1 l
1.0 PURPOSE To provide a detailed method of modifying two Head Adapter Plugs (HAP) to accommodate installation of the Combustion Engineering (CE) Reactor Vessel Level Measurement System (RVLMS).
i j 2.0 SCOPE f This procedure covers all modifications to the reactor vessel head for CE l RVLMS installation, including canopy, seal weld cutting, HAP removal, CE RVLMS flange assembly installation, canopy seal joint machine prep and welding.
3.0 DEFINITIONS
's 3.1 Owner - The electric utility which operates or will operate the i nuclear plant and/or all non-Westinghouse contractors designated by the electric utility.
, 3.2 WNSD - Westinghouse Nuclear Service Division Water Reactor Division Nuclear Energy System Westinghouse Electric Corporation
.) P.O. Box 2728 Pittsburgh, PA 15230 1
3.3 Head Adapter Plug (HAP) - A cap threaded and seal welded onto a spare closure head penetration.
1 3.4 Canopy Seal Weld - A primary pressure boundary weld which seals the
-l g head adapter to its associated component (HAP, mechanism housing, i etc.) after being threaded in place.
l }
3.5 RVLMS Flange Assembly - CE supplied extension piping which replaces j the HAP and houses the RVLMS probe.
I If EF FE(.TIVE March 20, 1982 PAGE E
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.NSD -
MP236S/2058203 MP 2.7.1 TBX-1 3.6 Cooling Baffle Assembly - The closure head periphery cooling shroud l which encloses all the mechanisms.
{
l 3.7 Dummy Can - A can mounted on a HAP for cooling air distribution purposes.
i i
3.8 Head Adapter - The penetration through the closure he which provides standard mating for HAP, Rod Mechanism Housi g f
Flange, etc. Og 4.0 RESP 0NSIBILITIES 4.1 The Owner's responsibilities include but are not dh i
4.1.1 Escorts for Westinghouse and silbcontracted personnel, if required.
4.1.2 Scaffolding for access to the HAP at locations 63 and 65 (periphery penetrations approximately 90* and 270' axis),
conforming to OSHA standards.
,, 4.1.3 Electrical services (115V, 60 Hz, 15 A), service air (approx. 100 psi) and adequate lighting at each work area.
4.1.4 Providing all consumable materials, equipment and standard 1
tools necessary for preparation and job completion, except
-l for those items specifically identified as WSD furnished.
f i
l 4.1.5 Calibrated welding machine with suitable controls and gas supply to perform TIG welds, and also certified weld rod.
, 4.1.6 Qualified welders and supervision.
4.1.7 Qualification of weld process to manually weld the canopy seal joint.
REVISED EFFECTIVE March 20' 1982 3 oATE PAGE DATE I ==e ,...n-n.... en......n.. .n,..
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W NSD HP2363/2058203 MP 2.7.1 TBX-1 j 4.1.8 Removal and reinstallation of interferences, including l cooling baffle assembly, head insulation, dummy cans, and adjacent CRDM coil stacks.
4.1.9 Providing overhead crane facilities, operator, and rigging
-! as necessary.
4.1.10 Access to machine shop and welding shop for W personnel
- if necessary.
4.1.11 Providing RVLMS flange assembly.
4.1.12 Performing all QA functions and NDE required for the job.
4.2 Westinghouse huclear Service Division responsibilities include:
4 4.2.1 Technical direction for site performance.
4.2.2 Procedure, drawings and weld specification data.
, 4.2.3 Special tool for canopy seal weld cutting.
4.2.4 Technicians to operate special Westinghouse equipment.
4.2.5 Providing canopy seal weld material (qualification mock uo
-1
.] coupons and consumable "Y" inserts) as required by Owner.
}
5.0 REFERENCES
5.1 Required Documents 5.1.1 CE Owg. E-WEST-413-500 Rev i Cop [hh i 5.1.2 W Dwg. 1219E49 Sub 4 Sheet 1 and 2, Closure P P' General I Assembly i
j 4 REVISED EFFECTIVE March 20 DATE PAGE DATE
........... ...... ....' 1982
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MP2365/2058203 MP 2.7.1 TBX-1 t
5.1.3 W Dwg. 883D194 Sub 9, Head Acapter Plug l
4 l 5.1.4 Westinghouse Seal Weld Cuttinrc Machine Instruction Manual i
5.1.5 CE Dwg.10773-112-002 Rev 5, IRM Housing 00+u h lNFORMATl0N j
5.2 Supporting Documents ,
5.2.1 W P.S. 82127 SK, Manual Repai r Welding >
u 6.0 GENERAL DISCUSSION 1
t
.: 6.1 This procedure involves the initial stas required for the installation of a CE RVLMS. The systeer requires two paths through the RV closure head to accommodate the meated junction thermocouple
! probes. Spare periphery head adapter ;::>enetrations 63 and 65 are the selected locations to be modified to ac cept the probes.
1 i 6.2 The modifications to penetrations 63 ard 65 entail cutting the HAP
.l canopy seal weld intentionally high, reemoving the HAP, cutting again "f
at proper height, installing the CE RVL1MS flange assembly, and seal welding the flange. The installation cof a sleeve (to guide the probe from the closure head into the RV.' upper internals) is also
) part of the modification, but will not be installed as part of this procedure due to hardware unavailabiliti.y.
i 6.3 This procedure covers the modificationn of HAP at both locations 63 and 65. The procedure must be followec: in sequence for each HAP, but one location may proceed separately, from the other.
l 1
i 6.4 A canopy seal weld hydrostatic test willi not be performed on the i
affected head penetrations as was perfeormed on these penetrations at j
the time of initial HAP installation. This test was to detect leaks j prior to the cold hydro-to eliminate dtifficult repairs (interior l HAP), and was not intended to satisfy : code requirements. Therefore, this test will be eliminated.
1 REVISED l EFFECTIVE March 20, 1982 5 DATE PAGE DATE
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, " ' MP236S/20S8203 MP 2.7.1 TBX-1 6.5 The height of the cut at the seal weld is critical due to the l tolerances required for the gap and the consumable insert during l rewelding. Until the HAP is removed, no convenient reference point exists to measure the height of the cut and maintain the tolerances.
f
- Therefore, two cuts will be made. The first cut will be intentionally high to remove the HAP. The second cut will be made at i the correct level after referencing the seating surface of the 1
j adapter housing. See Figure 1. _.
lNFORMATGi 7.0 PREREQUISITES 7.1 Equipment List bA &
3P L,.RV' t"'t Item Quantity . . . .
Manual Welding Machine 1 Owner GTAW torch, hoses, and leads 1 set Owner i Crane rigging for RVLMS flange as necessary Owner
. Vacuum Cleaner 1 Owner
~
Neolube Lubricant 1 pint Owner Dye Penetrant Equipment 1 set Owner Metal Blueing Paint (No-Chloride) 1 Owner Scratching Stylus 1 W
_NSD d Seal Weld Cutting Machine 1 WNSD RVLMS Flange Assembly 2 CE Consumable "Y" Inserts 2 WNSD Weld Rod as needed Owner l Weld Gloves, Hood, etc. as needed Owner Strap Wrench (for 8" Dia) 1 Owner HAP Clamp (Figure 2) 1 Owner Torque Wrench to fit HAP Clamp (500 ft-lb capacity) 1 Owner Acetone as needed Owner Measuring Device 1 WNSD i
6 REVISED EFFECTIVE DATE March 20' 1982 PAGE DATE t
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@' MP23&S/2058203 MP 2.7.1 TBX-1 l
l 7.2 Preparation Prerequisites I
- 7.2.1 RV closure head is located on the storage stand or j otherwise situated to permit access below the head.
N l Owned) 3/3o[2 7.2.2 Interferences identified in Step 4.1.8 have been removed
],
and adequate clearances exist for canopy seal cutting and welding at penetrations 63 and 65. Also, overhead clearance for installing the new flange assembly is avallable.
I %~ INFORMATION
%'>)ofu
- ~lcc
- COPY h* hNSD PPRV 7.2.3 Scaffolding at theM ..c s erected and services of Steps 4.1.3 and 4.1.5 available.
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l ner I
j 7.2.4 A laydown area in the vicinity of the head, large enough to accommodate two RVLMS flange assemblies is provided.
- Also, a means for moving the assemblies into position on i
- the head is available.
f .S . 0-
',3 8t -
ner 7.2.5 RVLMS flange assemblies receipt inspected and available for installation.
&> n m, r
} QA REVISED EFFECTIVE March 20, 1982 7 DATE DATE PAGE
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NSD OW.MP2363/2058203 MP 2.7.1 TBX-1 7.2.6 All tooling and equipment available and checked out.
by'& NMf9V kNS[
I, 7.2.7 HAP's to be modified are suitably marked and verified.
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' QA I 7.3 Qualification Requirements
- 1 l '
y 'Jc1 9 " m lified to process referenced in Step 4.1.7, i spec au*er w~ s a" -
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l i
c COPY PPRV 4-7.3.2 yC ....; ror qualified to perform all NDE for this modification per Owner qualification procedure. Record j Oye Penetrant Examination Procedure 4L CAA /d.0-/.g.< /
I in kk 4-74?s QA l
. 7.3.3 Owner approval of this procedure obtained.
l l t J
w Ownhr /68L 1
i EF FECTIVE March 20, 1982 8 REVISED
, DATE PAGE DATE
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~ 'MP2365/2058203 MP 2.7.1 TBX-1 8.0 PRECAUTIONS 8.1 Use special caution when cutting with the seal weld cutting machine.
Operators must wear eye protection and the blade guard must be installed during all cutting operations.
l 8.2 When transporting the RVLMS flange assemblies, use caution to prevent f damage to the canopy seal surface. A protective ring should be temporarily installed to protect' the surface.
.: 9.0 PROCEDURE Location 63 / 65 9.1 Head Adapter Plug Removal Initial Initial 9.1.1 Using the Instruction Manual o'f Ref.
5.1.4, set up the weld cutting machine and clamp it around the head adapter.
Y
/k 9 50 l i
9.1.2 Paint the area to be cut with an acceptable l blueing paint. Attach the scratching instrument to the cutting machine and adjust the height to scratch a line 7.350 inches from the top surface of the HAP. (See Figure 1) Complete the scratching and verify. Maintain /
tolerance + .005 inches.
UPSb U 1
n&L/
^^* Wig INFORMAT10N
- Copy 1
- PPRy i
j EFFECTIVE March 20, 1982 9 REVISED DATE PAGE DATE l
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I MP2365/20S8203 -{ MP 2.7.1 TBX-1 Location' 63- / 65 Ir.itial Initial 9.1.3 Replace the scratching stylus with the ,
cutting blade-and cut the seal at the scratched line in accordaace with Ref.
5.1.4. /
3, WNSD J s 4
9.1.4 Remove the HAP using the clamp shorr. :in Figure 2 to initially untorque the NAP from its seat. (Over 400 ft-lbs may be 1
required.) Lift the HAP clear from the a head adapter h<:using and dispose. /
(WS0 [
l -
.' 9.1.5 Attach the scratching stylus to the
~
cutting machine again and measure 5.117 + .002 inches from the top mating surface of the adapter hcusing. Scratch the circumference and verify. /
YWNSD b
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[ [/[/ //8M Y-/-J.2. qA .7.h -to O 1
.j 9.1.6 Replace the stylus with the cutting blade and cut the seal at the scratched line per Ref. 5.1.4. Remove cutting machine
- when completed. M/
OWNSD #
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- REVISED EFFECTIVE March 20, 1982 10 DATE PAGE DATE l . . . . . . . . . . . . . . . . . . . . . .
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P2 65/2058203 MP 2.7.1 TBX-1 1
i Location 63 / 65 Initial Initial
, 9.1.7 Debur the bottom joint surface and remove i
all debris from seal " cup". Verify dimen-sion from mating land surface to adapter weld edge of canopy (5.177 + .002") and record. 63 f.1 % inches 65 i.l78 inches
. 5~ \W S. \%
$f/
WNSDU 4
AlL If5Wd '
Y')-f.2.0QA V-E-/W 9.2 RVLMS Flange Assembly Installation I
- j 9.2.1 Record the serial number of the RVLMS flange to be installed in each location.
63 # 4192.~ l 65 # Hl0A.-2.
/
'J '
WNSD 9.2.2 Measure the dimension from the mating land surface to the flange weld edge l-
'j (5.125 + .002") and record.
<lg 63 inches 5,/12 65 inches '
/h" Comparewithdimensionh/oYStep9.1.7to kNSD verify gap tolerance specified in weld procedure of Step 7.3.1, M" / AS ME- ll$3 Y'7'O' QA N
^
c.4. _k, Ar 43 ke _ IWeh INFORMATION l
i COPY sv EF FECTIVE March 20, 1982 REVISED DATE PAGE DATE l
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a h26S/20S8203 MP 2.7.1 TBX-1 Location 63 / 65 l
j Initial Initial i 9.2.3 Inspect the seal surface and clean j according to Appendix A. Also clean 1
- the "Y" insert if necessary. Verify surface cleanliness. )%k- /D+-9-e2.
po p
/h h yNSD k 9.2.4 Clean the threads and pilot diameter i at the lower end of the flange and the I head adapter with acetone. Lubricate the thread surface with Neolube,
{
applying one thin coat and allow sufficient time for drying before assembly. Be careful to keep Neolube "
off the weld affected zone. k / AN H>
WNSD/qR 9.2.5 Tack weld the insert to the RVLMS ///p j flange using 1/8 inch tacks on the y[
inside diameter at approximately /[
one (1) inch intervals. Start at one end and continue around the circumfer-l ence until about 2 inches from start.
Fit and layout the cut location on the overlap. Saw the insert and file ,
q$
to fit for a tight butt. Complete lf .gG [M tack welding, and weld end at butt. I d' E Clean tacks, insert and weld joint. Md hV W M h@k p 4 mur V kr WNSD/9N 6 PM jL bu,.. M q 3 k.1 ut
! A vb 6 0 el M v d. a 6
- EFFECTIVE March 20, 1982 12 6/ISED j DATE PAGE DATE we mun e. it s sn e u men .. in .. . _ _ _ _ _ _ , _ . . _ , . , _ _ _ _ _ , . . . _ _ _ ,
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. W" NSD -
MP2365/20S8203 MP 2.7.1 TBX-1 Location 63 / 65 j Initial Initial
!t 9.2.6 Lift the RVU4S flange onto the head j adapter using a rig similar to Figure 3.
- Engage the flange and begin to thread by hand. As the scales between the crane and mechanism stretches, use the i chain hoist to relieve the tension.
l Hand threading and careful load
} follow is required to prevent galling.
9.2.7 When land contact is made, back off 1/4 turn and spin tight with as much velocity as can be obtained through the 1/4 turn
_3 ,
with the split clamp on wrench'. Verify ,///h ,4 that the flange is tightened to 350 ft-lbs. ,
of torque minimum. /
l arr CT M2.qgg -- #
MNSD E
g por o -
J ) / s O QA ,
.l 9.2.8 Check to be sure that the gap between j
I the head adapter seal and the weld I insert is within the tolerances of weld procedure of N p .2. ' /
i INFORMATION "s"so "
W*
COPY t
i 9.2.9 Weld the canopy seal go.
RPRV
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of Step 7.3.1. N/
Y WNSD EFFECTIVE March 20, 1982 13 REVISED DATE PAGE DATE I
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NSD T ,MP2365/20S8203 MP 2.7.1 TBX-1 i
Location 63 / 65 Initial Initial 9.2.10 Clean the weld and perform NDE as specified in Ref. 5.1.2. / N, v 9 pSo D
/.A E
-QA 9.2.11 Repair weld and re-examine as required. hM / ).Lk 44 N pSo /qA W*'
10.0 CLOSE0VT i
10.1 Remove all tools and equipment from the work locations. Clean the head at the affected locations and inspect. 9 I @S$
4 f'
- Qd 10.2 Verify all weld records, qualification documents g,4.(>
and NOE/ material certs are complete. ).
- QA 1
I i 10.3 Reinstallation of removed interferences of Step 7.2.2 is the responsibility of the Owner and is not covered within this procedure.
l INFORMATION
- PPRy
[
i REVISED EFFECTIVE March 20' 1982 14 i DATE PAGE DATE
- l. . - . . . . . . . . _ . . . . . . . . . . . _ . .. _ . _ _ - - _ , . . _ . . . . _ . . . . - _ _ _
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W- NSD j MP23dS/2058203 MP 2. 1 TBX-1 l
l ,
10.4 This procedure has satisfactorily been completed i
for: Head Adapter Locations le3 d I
Site CogavcK f(-4_ Unit I Date4,[9fd2-
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l EFFECTIVE March 20, 1982 15 REVISED DATE PAGE DATE
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a W NSD MP236S/2058203 MP 2.7.1 TBX-1 APPENDIX A CANOPY SEAL JOINT PREPARATION Preweld Inspection - Check the inspection reports of head adapters, CROMs, instrumentation ports, and adapter plugs to verify that the canopy seal lips were liquid penetrant tested, by the component suppliers. If the part wasn't
! inspected, then liquid penetrant test the edges, inner and outer surfaces of the canopy seal lips for a distance of at least 1/2 inch from the edge to meet Quality Level "B" acceptance criteria. The presence of any marginal indications the engineer considers detrimental to the final weld quality shall be removed by blending and the removal confirmed by repeating the penetrant test. If the thickness of the seal lip in the repair area is less than the minimum specified on the drawing, stock can be built up using PS 821275K (or approved equivalent), Repair Welding Procedure for Austenitic Corrosion Resisting Steel-Control Rod Drive Mechanism Seals.
Cleaning - All surfaces 2 inches on each side of the weld joint shall be free of any foreign matter. Use acetone to remove all oil and grease from surfaces. Do not use compressed air to blow dirt off surface. When wire brushing, use only clean stainless steel brushes that have not previously been used on any type of material except stainless steel. All grinding is to be done with rubber or resin bonded aluminum oxide or silicon carbide wheels which have not been previously used on low melting temperature alloys such as lead, zinc, woods, metal, tin, etc.
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APRV i EFFECTIVE REVISED I .- i DATE March 20, 1982 PAGE 19 DATE j
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, MT/PT REPORT l PROJECT: COMANCHE PEAK JOB NO. 35-1195 UNIT / PAGE / OF /
(a74)oY, 6?YE#I i WDC/ Traveler # 4EThM3 fido I
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- INSTALLATION TO BE IN ACCORDANCE WITH PRCP ' 'RES REFERENCED IN CPM.6.11 WDC Serial No. F' h-PS~c.S 0 d5 95 " O WEl.D DATA CARD Drawing No Weld No. E 3 l'R fs J
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- 2) ANI inspection points indicated by (X).
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'tOJECT: COMANCHE PE AK JOB NO. 351195 UNIT / PAGE / OF /
MT C PT F i G'P/20Y, b YY WDC/ Traveler , wen W 3 _%
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' BROWN & ROOT, INC. REFERENCED IN CPM 6.11 WDC Serial No.
! CPSEs' JOB d'35-1195 t WELD DATA CARD DrawingNyoG- W -g500 Weld No. Fuif5 A INE i R- /42 WPS i REV#/ICN# FABRICATION CODE &
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OUE DATE / Dnni, f QC VERIF. ROOT N#Nty, 1 DATE: FILL CLASS n h I '
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(3) Denote Satisfactory inspection by an "S"; Unsatisfactory inscections by a "U".
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<OJECT: COMANCHE PEAK JOB NO. 35-1195 UNIT / PAGE / OF /
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- ' ' ' mudounths.
enameesedswedadineens ~ _ u ndme.-. tr-+ - eypam murtung snummes fuepropose==eng . smear andeeWW494ypet M IrF . . .he th ad mamm h ther'n='.ma'ted pum an frwennma
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a s Aim *7 n: w HigMamminatamammepumundamsham -
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pummushuety'_ _. ' __-ealmganeammmpts tempsammelef MD - 0 . me197tR undmo thedeemanam ed the P<i- =R f.o rumradyng the. ..
, ,amama Home ua afsamu64Sesemagummethus theelammesehemesammmentate g Am== the passtus danadas the-t='-a ' _- " han had ensangn=4 the.
hugmamummetshamsamenemmmmmead '- I Oui,thesiii sso. -/ , , muso r=E ha sm-di===== at the ' _ ao wenous bessesh amanum j mess.mme and fanges 6afe are mapsowed try batte *==P=, fasemw 7* sumannkmdnadImedmus y a. - n, glL i I
h-=camares ; '
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- h.+ "
bem permutseeb theumaad buses -
f *l, ""'
N band shoebemepummakhnthemaginaan -
muremme soumeno em pumdeimdumas rematmhew
(' -= ' ' teamm4sen6puun^_ . _
akseen the _ _ ., innendess meededia--
fceeSta da='s==%typumT'- ' _ ad emmmmmmmmese35is dammeerusammes _ ____-- largus ' m be - _* fos baien%em ' 'i Y .' thmenthus ad tbm ^ mammbere ad wid=t= and bredess by :
- l emelarge --a. - .dvoomi,atrarnaginer.' as ^ - --
i ~ - vn= intr._ w=a --l--t at tho' m -.w---- a, -- .e I
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r ee h-dr--- d i==Ld==.ym asemar redoms the oss aremed a ^ peset the ummera.umumme benas as ambpass to- . hilangur*=J-'==a . -- A. - .- - == %-
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Ek=-- tese dass don'.ap=.4 t h-==mressards -.
'try t. bat %==& -
r o base (mhmomaght remata _'theimerumane, ==c=.igfm and by .__ _ __ t
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.4 - hee s ==a-am aestyemed theeups hartas bests.a==H-e trethe tured eat mosame psmae agrausaur
, d/rtracontypeenom< -==-ena== Bashthmsummannousunsuocuentei-m ,
summmmmestosup4 Less ady penh=Meysi i ce degree d esetaarr.we ame the r " %" af d ==rmene fceem> , 8'-.-*====af the typeamo== me Mg 2f an innwendsamamedthesamm*M lasse r===4=A try A325 and A4110 hastnum the - -- were $ f + mpumed these h fores due to appund tamanamt sudas me oenrad lama d
. 4memberaf - J, presa-am-f.ame d-ne-a=== aredamm bad 6mm k; h*==3 ^
h, , -= - " De beta terumsus prM try the ammmasas e compend l .n .e-eass esa.A32s wed un.d aram2mrar.a.ha-s=,--wro.am h==- = s _
__ _ fan.c o.mache.ded the.m.d s= a ,
dAmbus. -t-6asssandere a =e=* ando rmes. 7 * : - adthetype.ho== n s- . abus e r.andwrummmmmisp
. $ haisma hameessummas are h== aae the A=-prae feres provad=d try cadbrasse e Pi > samemeappened'-wenchradametheumtans e the==a-a-=A
- an thre==r= es im- l 4 asms t=^= undampens feesandshp F- Smum Waup undas fond cummse be casarused theearting strumn vesmoadtha h=4em.-
i ansHb==m"Dep r-__ thms hesw e r-d==hawy thme nhp ensspanema, -
,, undnesamuidWapumpestammenthersammef r- 6Am==itsumenemuse -
l 7+! aaAnd8dumagsknadwandsmaamass10 peauna;*T9r--- - ' _ _ cizehopsoduas; ( ~ aummmmm. , * ,
= rm o s .. . , , m,g
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. mosessia nm m s mmunum -d .afety M r.,=.-. f,es ,ed the m,mm l
,psurfamn
. a me saammarat a.uremme as i-<*=4 haeau we en mm is coed , maneramtasthe mathem the battedeaupunenbensmag l
l
- ; umh the smuumumm vaune provided un the MayM974 edraaace them - ' - s
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with ans,mm., nam uno stada=== m.11.ca.e.srfa.mme= ch.
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sol .- ' 't1 crisernasm uvus.emetho fanbasessamagun od -- A sW efdpish====6 ass tino - .aram ad tho fasemmers and therstamas trumnamerne fassessmee==n eg.-
- - >m ;* "' - E ii.+y5 to famammes andto M perta e hare == = In additan= theM ,
lEW "!1me 0 .
a d== = ' - -and maams vahme af eh-g=ms famee lbe beias c., y Famid strength totammle st@d thesseek musprunag tha crammastee perta an. .
l . 93 tastemmed bythee=M*=*=neevancem ==*hanA8undnene. -theemrtynom -amp P,. H --P==* W dautumre ____(=====ug--
"* temrMaeMbedt tpbut,the-
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l . _ - _ d y Tu farEE PASy e past *' , arm W esunutThe trapansey dassrrh=.nwi = and emessa vumasof d-r=== force faar ha'a= -'; i. $ [/ -
- lhthe r==f- ' N=-n---- Immebesenoughaus t . ~ . _ .
- " r=gn=*===.* by theturned aus mis.s=== ene4=r==wty busher, due as t.L - - i 7 nur-= **==ar=W fastamed r==e=to rumsms names becueen e -" perga ty, e ad . ~ utadaafbc3t r - ressem ash re lughas %
- Deertngad the fassammage egnsmut theendr
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, = - _= .o ' r.mm .
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- /"' thanaeadeedsty _
l ' - fanhew. .- " . 4=y===Maa--. _+, F ,g r?"' _ am.isbe'am humbeam >===r'== sky ==ri=fg N e the W emusr'd l
-*' e resgem6am13Samen-p==a tehest)scassate . . ' zumegWomeMearemenkreundevi=r==w a s uuhdp w aismgu.= asm=4 =a.a.,mr.s. 7 2.0 tbr seemeswithemr mm.em m wmg.s.t m . ; Q. .o i E g =e ,=> bad farmio n i===da-asaan ed.
- asamsthe esse- . 3;ammts had dar ksmuse f==ar=afe :.;- " ___, them ~ . p.X . -
. , . , , _a a.w.= ,,,,,,- ,m u.m d m.re.ni>m.a u>e ==.e.-- %
.'P a r====ed20 ham , _ . um eenas sesweemme e . c ~ ea *- uunsmig bahse. .
1.. w h ed==nweeaum araeomenn eype " agr mm Tunn E . Wb das edesseMa*nheestaremme p ins Tahlso h ase unsremmed bus -
r w.pr esse &ame. antheGusse tamad ae r -
. .ar-a .r w mdie r===W *, uimaanssinryaeimree tW8 damss kam8 = i- ^=e'-
- e. hehammeredanywarhamssessme- '
N unse%e.- wium mi-
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pi.me s.a,emd.d - : . a d ad unn- une <*==g====
absinne.
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=*'a= earum se he de===>
thes C _ emanhala piasmuseneIwaneen mmghelessusk
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.. 'I I. FEED STRIPS THRU BETWEEN TUBE ROWS l SHOWr4. STRIP QA0GE t$ NOT CRIT 1 CAL ,HOWEVER, '
ETAR"i h'l*H THICKER qAUQE AND SUBSTtTuTE
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l TRIM AS REQ'D. 45* lS MA%. STRIP LQTH. g !
S HORTEtt CCTER. STRIPS RS REQ 'D. l
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JOSEPH OAT CORPORATION
- ' hl . CHEF.UCAL ENGINEERS / DESIGNERS / FABRICATORS
.' EST.
87se CAMDEN. NEW JERSEY 08104
'U' EEND C:NTt- Vie.MTicu kit, cctJmiNh'ENT EMAf b -
FOR: TE> As urtLir.ES GENER Tar 4G CO.
5.. A. CC*.1ANCHE PEfx. STEAtA ELECTRIC STATION I
s' .3 5-2 REF. NO.
P.O. NO. CPF - 1C043 - 3 JOB NO.i J- 2 % 2 ',D A !*
i ORAYm: i C t.*. : L DATE:ti Erd 3NO. RE03 W REV.
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CHECKED : /,' ; . . . , DATE:%.MORA'. VIN 3 NO.
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