ML20073J750
| ML20073J750 | |
| Person / Time | |
|---|---|
| Site: | Peach Bottom  |
| Issue date: | 09/30/1994 |
| From: | Cimorelli S, Mcclean N, Tschantre L GENERAL ELECTRIC CO. |
| To: | |
| Shared Package | |
| ML19304C598 | List: |
| References | |
| GENE-771-58-099, GENE-771-58-0994-R00, GENE-771-58-99, GENE-771-58-994-R, NUDOCS 9410070109 | |
| Download: ML20073J750 (73) | |
Text
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Shroud Mechanical Repair Program Peach Bottom Shroud and Shroud Repair Hardware Stress Analysis September,1994 I t l l Prepared by: S - - NA McClean, PrincipalEngineer Verified by: 4A , w# S.S. Cimorelli, Engineer Approved by:Ib D L. Eric Tschantre, Project Manager Peach Bottom ShroudRepair Hardware Stress Report Page 1 9410070109 940926 PDR ADOCK 05000277 P PDR
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' GE.VE 771-50-0994 Revision 0 Class 11 GE Nuclear Enerry DRF B13-01732 l
l l l 1 ABSTRACT This document provides the results of the stress analysis of the Peach Bottom Shroud and Shroud Repair Hardware demonstrating that their stmctural integrity limits are maintained when subjected to the loading and limits specified in the Design Specification,25A5579. l l l l l Peach Bottom ShroudRepair Hardware Stress Report pgge 2
GE.VE.771 30-0994 Revaion 0 Class 11 GE Nuclear Enerrr DRF B13-01732 EXECUTIVE
SUMMARY
This repon provides the results of the stress analysis of the Peach Bottom shroud and shroud repair hardware when subjected to all applied loading including seismic, ; pressure, deadweight and thennal effects. The shroud restraint hardware consist of four identical sets of de rod and spring j assemblies. The four sets are spaced 900 apart, beginning at 450 from vessel zero. Each set consists of the following major elements:
- 1. The Tie Rod, which connects to the top of the shroud at its upper end and to the Lower Spring at its lower end. This component developes a thermal preload due to nonnal operadng temperature which in turn provides vertical clamping forces to the shroud.
- 2. An Upper Spring, located in the RPV/ shroud annulus at the Top Guide elevation. This spring provides lateral seismic support to the shroud at the top guide elevation and transmits seismic loads from the nuclear core directly to the RPV.
- 3. A Lower Spring, located in the annulus at the Core Plate and Shroud Support region. This spring also provides lateral seismic suppon to the shroud, transmitting core seismic loads to the RPV and additionally, provides a connecdon for the tie rod to the shroud suppon plate. )
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- 4. An Upper Support, located in the annulus from the top guide elevation to i the top of the shroud. This component provides a connecdon for the de rod to the shroud top.
The upper and lower spring designs have been optimized to minimize the seismic interaction between the shroud and RPV while still meeting stress limits. The stress analysis of the overall shroud was carried out with the ANSYS code, Reference 8.1. A three dimensional finite element model was constructed which included the shroud from the upper flange at the shroud headjoint down to the connections at the RPV. Because of the symmetrical behavior of the shroud under the applied loads, it was only necessary to model a 1800 circumferential segment. The stress analysis of the shroud repair hardware was carried out with the COSMOS /M code, Reference 8.2, and with hand calculadons. The load combinations and structural acceptance criteria are contained in the design specification of Reference 8.3. The results of the stress analysis demonstrate that the shroud and shroud repair hardware meet the requirements of that specificadon. Peach Bottom Shroud Repair Hardware Stress Report Page 3
' GDE-771 SC-0994 Revision 0 Class 11 GE Nuclear Enerry DRr 813-ol 732 IMPORTANTNOTICE REGARDING THE CONTENTS OF THIS REPORT The only undertakings of the General Electric Company respecting irformation in this document are contained in the contrad between Philadelphia Dectric Company (PECO) and the General Electric Company, and nothing contained in this document shall be construed as changing this contract. The use of this infonnation by anyone other than PECO, orfor any purpose other than thatfor which it is intended, is not authorized; and with respect to any unauthorized use, General Electric Company makes no representation or warranty and assumes no liability as to the completeness, accuracy, or usefulness of the information contained in this document.
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g GENE.771.$s-09N Revision 0 Class 11 GE Nuclear Enerry DRFR13-01732 Table of Contents Page ABSTRACT., . .. . . . 2 EXECUTIVE
SUMMARY
.. . . . 3 LIST OF FIGURES AND TABLES.. . . .. .. . 6
1.0 INTRODUCTION
.. .. .. .. . . . . . .. . . . . .. 7 2.0 SIIROUD REPAIR HARDWARE DESIGN.. .... . .. . 7 3.0 MATERIAL PROPERTIES.. . . . . . . . . . . . 10 4.0 LOADS AND LOAD COMBINATIONS.. ... .. . . . 11 5.0 STRUCTURAL ACCEPTANCE CRITERIA... . . . .. 12 6.0 SHROUD ANALYSIS.. .. . . . . .. . . . . 13 6.1 Model Descdption.. . . . . . . . . . . . . . . . . . . . . . .. 13 6.2 Applied Loads.. . . .. . . 13 6.3 Results and Comparison to Allowables.. . . . .14
. 7.0 SIIROUD REPAIR IIARDWARE ANALYSIS.. . . 16 a
o 7.1 Tie Rod System.. . . . . . . . .. ....... . 16 q 7.2 Lower Spring Stress and Stiffness...... . . .. .. ... . 17 a 7.3 Upper Spring Stress and Stiffness... .. .. .. .. . 19 Lt 7.4 Upper Support Stress.. . . .. . . . . . . . . 19 I 7.5 Top Suppon Bolt Stress.... . . . . .. . .. . 20 7.6 Clevis Pin Stress.. . . 20 x . . . . . . . . . . . . . .. . . . ( 7.7 Lower Suppon Stress.. . . . . . . . . . . . . . .. . 21 t i ? 7.8 Toggle, Toggle Bolt and Toggle Pin Stress... . .. 21 ' w
8.0 REFERENCES
.. .. .. . . . . . . . . . . . . . . . 25 . i;,
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GENE-771.58-0994 Revision 0 Class if GE Nuclear Enerev DRF BI3-01732 List of Figures Figure 1 Shroud Repair Ilardware Layout Figure 2 Shroud IIorizontal WeldJoint Designadon
;.j Figure 3 Shroud Finite Element Model 0
9 Figure 4 Lower Spring Finite Element Model El j Figure 5 Tie Rod FEA Model 4
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1.0 INTRODUCTION
Interganular stress corrosion cracking has been found in the core shroud weldedjoints of several Boiling Water Reactors. Similar cracking may also exist in the welded joints of the Peach Bottom Core Shroud. GENE has designed a shroud repair system that reinforces the shroud in the event that any or all of the seven shroud horizontal weld joints are cmcked. The stress analysis discussed in this report demonstrates that the shroud and the shroud repair system structural integdty is maintained if any or all of these seven weldedjoints are cracked completely through their thickness and completely around their entire 3600 circumference. The stnictural integdty of the shroud and shroud repair system is also demonstated in the event that the shroud is uncracked but the repair system is installed. 2.0 SHROUD REPAIR SYSTEM DESIGN FEATURES The shroud repair system consists of four idendcal sets of de rod and spring assemblies. The four sets are spaced at 900 beginning at 450 from vessel zero. A layout of one of the tie rod and spdng sets is shown in Figure 1. The tie rods are thermally preloaded to provide vertical compressive clamping forces on the shroud. The magnitude of the de rod thermal preload is greater than the net uplift forces on the shroud due to normal operadng pressures and postulated LOCA recirculadon outlet break pressures so that no vertical seperation of shroud sections would occur in those cases if the weldedjoints are postulated to be completely cracked. This is not the case for postulated LOCA main steam line break uplift pressures which are sufficient to overcome the tie rod preload and momentarily seperate shroud sections. The tie rod axial thermal preload produces a lateral preload at the intermediate support which acts to push the rod against the RPV. This provides an intermediate lateral support to the tie rod. The natural vibration frequency of the tie rod with this intermediate support is then well removed from the flow-induced forcing frequency. Flow induced vibration is discussed in detailin Section 7.0. The upper and lower springs provide a lateral seismic load path from the top guide and core plate to the RPV. The magnitude of the seismic loads in these spdngs is a function of their sdffness. This stiffness has been optimized to minimize the seismic loads while still meeting the stress and displacements limits. For the lower spdng, the flexibility of the Y-shaped feature at the top provides the lateral stiffness property whereas the bending flexibility of the straight middle section provides the axial stiffness property which in combination with the stiffness of the tie rod and upper axial component determines the de rod thermal preload. The U-shaped upper springs consists of tapered legs that flex towards each other under lateral seismic loads. The taper in these legs has been optimized to produce constant stress along their length while providing the required stiffness. For reference, the location and designadon of the seven shroud hodzontal weldjoints is shown in Figure 2. Peach Bottom Shroud Repair Hardware Stress Report Page 7 l
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Revbion 0 Class H GE Nuclear Enerrv DRFBI3-01732 t 3.0 MATERIAL PROPERTIES a The following material properdes, for the primaryload bearing restmint components, are from Appendix I of the ASME B&PV Code, Reference 8.4. 3.1 Shroud, Drawing Number 729E458 The materialis 304 stainless steel. . 2 Allowable Stress Intensity Sm = 16900 psi @ 5500 F j Modulus of Elasdcity E = 25.8E6 psi @550 9 Coefficient of Thermal Expansion a = 9.46E-6 in/in/ degree F @ 550
? ? 3.2 Tie Rod, Drawing Number 112D6350 The materialis XM-19, ASTM A479 9
Sm = 29580 psi @ 525'- F i ju le . E = 25.7E6 psi @ 525 i i cx = 8.94E-6 in/in/ degree F @ 525 l jI[ 3.3 Lower Spring, Drawing Number 112D6351, Upper Spring, Drawing Number g 112D6352 and Upper Support, Drawing Number 112D6353. The materialis Inconel Alloy X-750, ASTM B637. Sm = 47500 psi @ 5250 F E = 28.4E6 psi @ 525 Y,. a = 7.5E-6 in/in/ degree F @ 525 fis ' w d l x.
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GE \uc!rar Entrev 4.0 LOADS AND LOAD COMBINATIONS y The Design Specification, Reference 8.3, specifies that the shroud and shroud repair hardware shall be analyzed for the following load combinations. Upset: DE + DW + Normal pressure differences Emergency 1: MCE + DW + Normal pressure differences
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Emergency 2: Main Steam Line LOCA pressure differences + DW f p Faulted: MCE + DW + Main Steam Line LOCA pressure differences N y" where: DE = Design Earthquake Loads DW = Dead Weight Loads ( MCE = Maximum Credible Eanhquake Loads y W f LOCA = Loss of Coolant Accident Loads
-p The DE and MCE loads are reported in Reference 8.5. Since the configuration of the h seismic model depends on the assumed behavior at weldjoints postulated to be cracked, ys y and the resulting seismic loads depend on this assumed behavior, two sets of MCE seismic loads were established. One set corresponds to the configuradon for normal 6
H pressure differences and is therefore used in the Emergency 1 load combination. The second set of seismic loads corresponds to the configuradon for Main Stem Line LOCA
@i pressure differences and is used in the Faulted load combinadon. The configuradon of the seismic model for recirculation oudet LOCA corresponds to that for normal pressure .W $ differences and hence the seismic loads to be combined in the faulted load combination %~ for recirculation outlet LOCA are from the fint set.
The deadweight loads used in this stress analysis are based on the weights used in the
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seismic analysis. The effect of the vertical seismic accelerations on the deadweight were W3 ' accounted for.
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%$ The pressure difference loads used are from the Design Specification, Reference 8.3. Since the maximum LOCA pressure differences in this specification occur at different S times, the document of Reference 8.6 was used to determine the relationship between y, the time of occurence of the maximum shroud head pressure difference versus the time of occurence of the maximum core plate pressure difference. W!.
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GENE-77158 0994 Revision 0 Class 11 i l GE Nuclear Ener2P DRF R13-01732 l 5.0 STRUCTURAL ACCEPTANCE CRITERIA The design specification specifies the following stress intensity limits in the shrotuL Upset: Primary Membrane (Pm) < S m Local Primary Membrane (PI ) < l.5 S m Primary Bending + Local Primary Membrane (Pb + P1 ) < 1.5 S m Primary + Secondary (P + Q) < 3.0 Sm Emergency 1: Pm < 1.5 Sm Pi < 2.25 Sm Pb+Pi < 2.25 S m Emergency 2: Same limits apply as for Emergency 1 Faulted: Pm<2S m Pi < 3.0 Sm Pi+Pb < 3.0 Sm The Design Specification specifies the following stress intensity limits in the trpair hardware. Upset: Pm < Sm Pm + Pb < l.5 Sm Pm + Pb + Q < 3.0 Sm Emergency 1: Pm < 1.5 Sm Pm + Pb < 2.25 Sm Emergency 2: Same limits apply as for Emergency 1 Faulted: Pm < 2 Sm Pm + Pb < 3.0 Sm Peach Bottom Shroud Repair Hardware Stress Report page 12 Ek . . _ _ . .
lP GE.vE.771-58-0994 Revisions O Class !! GE Nuclear Enerry DRFB13-017H The allowable elasdc shroud horizontal deflection adjacent to the H5 or H6 weld during seismic events is limited to the following values per the Design Specification. A comparison of the seismic displacements with these allowable values is contained in the seismic repon of Reference 8.5. 1 Upset: 6 < 0.75 inch Emergency: 6 < l.12 inch Faulted: 6 < 1.49 inch , l 6.0 SHROUD ANALYSIS 6.1 Model Description The finite element model of the shroud is shown in Figure 3. This model, which was analyzed using the ANSYS code of Reference 8.1, is three-dimensional and uses shell } elements to represent the basic shell portions of the shroud. The heavier rings at the 3 shroud headjoint, the top guide and the core plate are represented by solid elements. + Since the deformations are symmetric about the 0-180 or 90-270 axis, only a 1800 secdon
- of the shroud needs to be represented. Appropriate symmetry boundary conditions are j specified all along the edges of the model at these locadons. The shroud support plate i and the shroud suppon legs were included in the model with boundary constraints !
applied at the vessel side of the suppon plate and the lower end of the suppon legs. ,
) - Three seperate models were prepared to correspond to the three bounding seismic ; analyses; the DE, the MCE with cmck modeling for normal pressure differences and MCE 3 with crack modeling for LOCA/MSLB pressure differences. The crack configuration for i the bounding DE seismic analysis is for all seven weldjoints assumed cracked with hinges i
used to representjoint behavior. This configuration was carried over into the ANSYS FEM model with hinges inserted at crack boundary nodes that preclude any moment l transfer. The crack configuration for the bounding MCE seismic analyses with normal P pressure differences is again with all welds assumed cracked with hinges. For the }4 bounding MCE with LOCA/MSLB pressure differences, the crack configuradon was l 9 complete seperation at the H7 weldjoint. J y g 6.2 Applied Loads w A Seismic loads and the loads from the net effect of dead weight and pressure differences hg are applied to the model at their point of action and distributed around the model as appropriate. The seismic shear loads from the fuel are applied at the top guide and core ~ $ @[. plate rings using a sine distribution in the circumferential direction. The seismic shear load from the control rod guide tubes are included at the core plate. The seismic shear $N 6 N- Peach Bottom Shroud Repair Hardware Stress Report page 13 h5 k o
4 P' GE.vE 77158-0994 Revkion 0 Class 11 GE Vuclear Enerry DRFR13-0173: plate rings using a sine distribution in the circumferential direction. The seismic shear load from the control rod guide tubes are included at the core plate. The seismic shear forces at the lumped mass locations in the seismic model are applied to the model using a sine distribution. Since the model terminates at the shroud headjoint, the pressure, dead weight and seismic loading exerted on the shroud by the shroud head is included. The shroud head seismic ovenurning moment and shear are applied to the top of the model using a cosine and sine distribudon respecdvely. The shroud head pressure uplift force is combined with the shroud head dead weight plus the venical seismic acceleration and the net resultant force is applied vertically at the shroud top uniformally around the circumference. The net tie rod forces are applied vertically at the top of the shroud. Net tie rod forces are obtained by adding their seismic load to their initial thermal preload plus the effect on the tie rods of the net shroud head uplift. For the case of a Recirculation Outlet LOCA, a spatial and time varying horizontal differential pressure is developed on the shroud. The initial acousdc phase of this LOCA transient .is very abrupt reladve to the shroud vibradon frequency and no dynamic amplification results. The remainder of the pressure transient extends over a relatively large dme span and as such can be considered as a stadc load. The bounding horizontal forces due to this pressure are applied to the model as static loads and distributed around the circumference. Pressure differendals are contained in the Design Specification of Reference 8.3, in the ^ Reactor Internals Pressure Data document of Reference 8.6 and in the Memorandum of Reference 8.7. Seismic loads are contained in the Peach Bottom Shroud Repair Seismic Report of Reference 8.5. The bounding seismic loads on the restraint components are also included in the Design Specification. 6.2 Results and Comparison to Allowables The shroud stress intensity results and the comparison to allowables for the required load combinations follow. l Normal + Upset: The maximum stress intensity occurs at the shroud upper flange at the tie rods. This stress intensity includes the effect of the tie rod thermal load but is conservatively considered as primary. Pl + Pb = 15261 psi < l.5 Sm of 25350 psi Upset 'Rermal: The maximum stress intensity occurs at the shroud upper flange at the tie rods. P1 + Pb + Q= 17470 psi < 3 Sm of 50700 psi r Page 14 Peach Bottom Shroud Repair Hardware Stress Report 4 S _
5P GENE-77158-0994 Revision 0 Class 11 GE Nuc!rar Enerry DRFB13-0173: l l 1 l Emergency 1: ! l The maximum stress intensity occurs at the shroud upper flange at the tie rods. j Pl + Pb = 20787 psi < 2.25 Sm of 38024 psi
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l l n Emergency 2: Shroud stresses are less than the Emergency 1 combinadon. l'
- Faulted:
- . The maximum stress intensity occurs at the shroud upper flange at the de rods. ,
p !- P1 + Pb = 25435 psi < 3 Sm of 50700 psi The shroud support plate in the vicinity of the tie rod system attachment was analyzed for the effect of the de rod axial loads. The bearing stress on the plate from the 112D6491 , Toggle is shown below with allowables listed for the Inconel suppon plate material. K Normal + Upseu o brg = 18592 psi < 1.5 Sy of 52500 psi Upset Thermal: f a brg = 25250 psi < 2.25 Sy of 78750 psi Emergency 1: ' o brg = 23108 psi < 2.25 Sy of 78750 psi Faulted: a brg = 36763 psi < 3 Sy of 105000 psi To investigate the plate bending stresses in the shroud suppon plate due to the de rod y axial loads, a seperate ANSYS finite element model was constructed. The stress in the s, plate due to the de rod load is very localized near the attachment since the heavy RPV is d g close by. The resulting stress intensides and comparison to allowables follows. o + R Normal + Upseu Pm = 4909 psi < Sm of 23300 psi
- - Pm + Pb = 20091 psi < 1.5 Sm of 34950 psi P + Q= 35857 psi < 3 Sm of 69900 psi y
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DY GE.VE.771-58-0994 Revision 0 Class 11 GE Nuclear Enern' DRF Pl3-0173: Emergency 1: Pm = 6102 psi < l.5 Sm of 34950 psi Pm + Pb = 24972 psi < 2.25 Sm of 52425 psi Faulted: Pm = 9708 psi < 2 Sm of 46600 psi Pm + Pb = 39729 psi < 3 Sm of 69900 psi 7.0 SHROUD REPAIR IIARDWARE ANALYSIS 7.1 Tie Rod System 7.1.1 Tie Rod System Axial Stiffness and Thermal Preload The tie rod system providing axial stiffness and thermally induced shroud hold-down forces includes the Rod (Dwg. Il2D6350), the Upper Suppon (Dwg.112D6353), and the Lower Spring (Dwg. Il2D6351). The stiffness of these components act in series with the total stiffness of the system being 582 kip / inch. The upper and lower spring stiffness was obtained from finite element models discussed below. Two steady state thermal conditions are identified in the design specification. The first is Normal operation with the shroud at 539 degrees F and the stabilizer assembly at 527 degrees F. The second is an Upset condition with the shroud at 433 degrees F and the stabilizer assembly at 300 degrees F. Using the 582 kip / inch system stiffness and the appropriate dimensional and thermal expansion values, the tie rod system axial thermal preloads corresponding to these two thermal conditions are 94.3 kips and 240.4 kips. 7.1.2 Tie Rod Stress The tie rod net load is a combination of the thermal preload, the seismic load and the effect of the net uplift force from the shroud head due to pressure difference and dead weight. For the upset and emergency load combinations, the thermal preload is not overcome and the shroud has a compresive clamping force. In this case, the tie rod load due to the shroud head net uplift force is proportional to the relative stiffness of the tie rod versus the shroud much like in a preloaded boltedjoint. For the faulted combination with MSL LOCA, the preload is overcome and the net shroud head uplift force is reacted by the tic rods. The tie rod tensile loads for the load combinations were derived on that bases and have the following magnitudes: Normal + Upset: F = 177 kips Upset Thermal: F = 240.4 kips from above Emergency 1: F = 220 kips includes thermal preload Emergency 2: F is less than for Emergency 1. Peach Bottom Shroud Repair Hardware Stress Report page 16 7 Ju .
GE.vE- 771-38-0994 Revuwn 0 Class 11 GE Nuclear Enewy DRF Bl3-01732 Faulted: F = 350 kips includes thermal preload The tensile area at the 3.34 inch diameter thread relief is 8.762 square inches. The corre.sponding rod Primary membrane stress intensides are as follows, assuming the load is entirely a primary load: Normal + Upset: Pm = 21200 psi < Sm of 29580 psi Upset Thermal: Pm = 27436 psi < Sm of 29580 psi (3 Sm may be used here) Emergency 1: Pm = 26108 psi < l.5 Sm of 44370 psi Faulted: Pm = 40942 psi < 2.0 Sm of 59160 psi Since the tie rod is subjected to a cross flow of coolant, its suscepdbility to flow induced vibration was invesdgated. Its natural vibration frequencies were derived using the ANSYS code of Reference 8.1. The model used is shown in Figure 5. The tie rod axial load was included in the model as well as the upper support and lower spring. The lowest natural frequency was found to be 12.22 Hz. To conservatively derive the flow vonex shedding frequency for comparison with the natural frequency, the bulk flow velocity of 5.7 feet /second near the tie rods adjacent to the jet pump inlet was assumed to be directed normal to the tie rod. The resuldng vortex shedding frequency of 5.2 Hz. is judged to be sufficiently lower than the lowest natural frequency such that no flow induced tie rod vibradons are expected. 7.2 Lower Spring Stress and Stiffness The lower spring, drawing 112D6351, is subjected to a combination of tension load from the de rod and horizontal seismic load. It is conservadvely assumed that the maximum values of these two loads occur simultaneously at a single spring. The tie rod tension loads are shown above in secdon 7.1.2. The horizontal seismic loads from Reference 8.5 ; are listed below. Normal + Upset: 33.4 Lips Emergency 1: 70.0 kips Faulted: 89.6 kips The maximum stress intensides at the sections shown in Figure 4 due to the combined loads are as follows. Section AA: Upset: Pm = 8036 psi < Sm of 47500 psi Pm = Pb = 49826 psi < l.5 Sm of 71250 psi Peach Bottom Shroud Repair Hardware Stress Report page gy h - -
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. GENE.771-58-0994 Revision 0 Class H GE Nuclear Enerry DRF B13-ot132 Emergency 1:
Pm = 9988 psi < 1.5 Sm of 71250 psi Pm + Pb = 61930 psi < 2.25 Sm of106575 psi Faulted: Pm = 15890 psi < 2.0 Sm of 95000 psi Pm + Pb = 98525 psi < 3.0 Sm of 142500 psi The maximum stress intensides at Section BB due to the lateral seismic loads are as follows. Upset Pm = 2942 psi < Sm of 47500 psi Pm + Pb = 27257 psi < !.5 Sm of 71250 psi
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Emergency 1: Pm = 6160 psi < 1.5 Sm of 71250 psi Pm + Pb = 57087 psi < 2.25 Sm of 106,875 psi Faulted: Pm = 6412 psi < 2.0 Sm of 95000 psi Pm + Pb = 73003 psi < 3.0 Sm of 142,500 psi , The maximum stress intensities at Section CC due to combined Lateral seismic load and tie rod tension load are as follows. Upset Pm = 8056 psi < Sm of 47500 psi Pm + Pb = 39847 psi < 1.5 Sm of 71250 psi Emergency 1: Pm = 10577 psi < 1.5 Sm of 71250 psi Pm + Pb = 76804 psi < 2.25 Sm of106,875 psi Faulted: Pm = 16352 psi < 2.0 Sm of 95,000 psi Pm + Pb = 101,358 psi < 3.0 Sm of 142,500 psi i l The finite element model of Figure 4 was used to obtain the horizontal and axial stiffness - l, of the lower spring. The honzontal stiffness is 169 kip / inch and the axial sdffness is Peach Bottom ShroudRepair Hardware Stren Report yage Ig
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GENE- 771-58-0994 Benswn 0 Class 11 GE Nuclear Enerry DRF B13-0173: 1300 kip / inch. Combining the 169 kip / inch value with the local flexibility of the shroud at the spring results in an effective stiffness of 148.5 kip / inch. This compares closely with the 150 kip / inch value used in the seismic analysis of Reference 8.5. The lower spring axial stiffness combines with the de rod and upper support stiffness to result in the effective tie rod system stiffness of 5S2 kip / inch discussed in Section 7.1.1. 7.3 Upper Spring Stress and Stiffness The upper spring, dawing Il2D6350, is subjected to the following horizontal seismic loads from Reference 8.5. Upset: F = 16.83 kips Emergency 1: F = 31.18 kips Faulted: F = 30.47 kips The primary membmne plus primary bending stress intensity at the crotch region of the spring govern. The values and comparison with allowables follows. Upset: Pm + Pb = 38757 psi < l.5 Sm of 71250 psi
! Emergency 1: Pm + Pb = 71802 psi < 2.25 Sm of 106875 psi Faulted: Pm + Pb = 70167 psi < 3.0 Sm of 142500 psi The horizontal sdffness of the upper spring is 22.5 kip / inch based on tapered beam calculations. Accounting for the shroud local flexibility 1.t the spring interface, the effecdve horizontal stiffness at the upper spring is 19.6 kip / inch. This is very close to the 20.0 kip / inch value used in the seismic analysis.
7.4 Upper Support Stress The upper support, drawing number 112D6353, is subjected to the tie rod axial load and the upper spring horizontal seismic load. The horizontal load produces low bearing and compressive stresses. The critical stress is in the vicinity of the lip at the shroud flange interface due to the tie rod axial load. Following are the resulting stress intensities and comparison with allowables. Normal + Upset: Pm = 38409 psi < Sm of 47500 psi Pm + Pb = 62375 psi < l.5 Sm of 71250 psi Upset Thermal: Pm + Pb + Q= 84719 psi < 3 Sm of142500 psi Peach Bottom ShroudRepair Hardware Stress Report page 19 l I
l GENE.77150 0994 Revbion 0 l Class 11 l l GE Nuclear Enerev vargis.nirsz l Pm = 47740 psi < 1.5 Sm of 71250 psi Pm + Pb = 77529 psi < 2.25 Sm of 106S75 psi Faulted: , 1 1 Pm = 75950 psi < 2 Sm ofd 95000 psi l Pm + Pb = 84719 psi < 3 Sm of142500 psi l 7.5 Top Support Bolt Stress Two X-750 top suppon bolts, drawing 112D6322, transfer the tie rod axial load to the upper support. The stress intensities are as follows. Normal + Upset: Pm = 36985 psi < Sm of 47500 psi Upset Thermal: Pm + Pb + Q= 50233 psi < 3 Sm of142500 psi Emergency 1: Pm = 45970 psi < 1.5 Sm of 71250 psi Faulted: Pm = 73134 psi < 2 Sm of 95000 psi 7.6 Clevis Pin, Drawing 112D6505 , Results for this X-750 pin are as follows, l Normal + Upset: l Pm = 12548 psi < Sm of 47500 psi Pm + Pb = 39230 psi < 1.5 Sm of 71250 psi Upset Thermal: Pm + Pb + Q= 17015 psi < 3 Sm of 142500 psi Emergency 1: Pm = 15597 psi < 1.5 Sm oi71250 psi Pm + Pb = 48761 psi < 2.25 Sm of 106875 psi l Faulted: Pm = 24813 psi < 2 Sm of 95000 psi Pm + Pb = 77575 psi < 3 Sm of142500 psi Peach Bottom Shroud Repair Hardware Stress Report Page20 i
I l GENE-77158 t>994 Rension 0 Class il GE Nuclear Enerev DRF R13-nl 73: 7.7 Lower Support, Drawing 112D6490 Results for this X-750 suppon are as follows. 1 I Normal + Upser Pm = 22125 psi < Sm of 47500 psi Pm + Pb = 35275 psi < 1.5 Sm of 71250 psi l Upset Thermal: Pm + Pb + Q = 47910 psi < 3 Sm of 142500 psi Emergency 1: ; Pm = 27500 psi Pm + Pb = 43844 psi < 2.25 Sm of lR75 psi Faulted: Pm = 43750 psi < 2 Sm of 95000 psi Pm + Pb = 69752 psi < 3 Sm of 142500 psi 7.8 Toggle, Toggle Bolt and Toggle Pin, Drawings 112D6491,112D6489 & 112D6492 The Toggle Bolt is the limiting component here. The results for this X-750 component are as follows. Normal + Upset: Pm = 34700 psi < Sm of 47500 psi Pm + Pb = 37200 psi < 1.5 Sm of 71250 psi Upset Thermal: Pm + Pb + Q= 50500 psi < 3 Sm of142500 psi Emergeng 1: Pm = 43100 psi < 1.5 Sm of 71250 psi Pm + Pb = 46200 psi < 2.25 Sm of 106875 psi Faulted: Pm = 68600 psi < 2 Sm of 95000 psi Pm + Pb = 73600 psi < 3 Sm of 142500 psi I l Peach Bottom ShroudRepair Hardware Stress Report Page 21 li
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8.0 REFERENCES
8.1 ANSYS, Finite Element Stnictural Analy Code 8.2 COShiOS/hi, Finite Element Structural Analysis Code 8.3 25A5579, Peach Bottom 2 and 3 Design Spec 8.4 ash 1E Boiler And Pressure Vessel Code, Section III Appendices,1989 8.5 GENE-771-60-0994, Peach Bottom Seismic Analysis for Shroud Repair Project 8.6 257HA777, Peach Bottom 2 Data Book 8.7 GENE Letter of 9/1/94,J.Villalta to hi. Lenz; Analysis of Peach Bottom Shroud for Blowdown Load. f a m e i,. Peach Bottom ShroudRepairHardware ssReport page 25 9* m
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FDINO. g ggg hg REVISION O 1 4 1 Field Disposition Instmetion su,Er o, FROJECT PEACH BOTf0M UNIT 2
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d ! EQUIPMENT ECN/lR/DDR/FDDR ) B11-D001 MPL No. ../A a l DESCRIPTION OF TASK
- i l
- 1. Purpose I This FDI documents the design, requirements, and material required to install the stabilizers for the shroud horizontal welds.
II. Required Documents (supplied by Engineering) l A.105E1455, Rev. O, " Reactor Modi 6 cation Drawing" B. PL105E1455, Rev. O," Modi 6 cation Drawing Parts List" C. 25A5581, Rev. O, " Installation Speci6 cation"
- D. 21 A2040, Rev.1," Cleaning and Cleanliness Control"
- E. 25A5579, Rev. I " Shroud Repair Hardware, Design Speci6 cation" F. 25A5580, Rev. I " Shroud Stabilizer Code, Design Specification" G.10CFR50.59 Review for Modi 6 cation P00435 H. 25A5607, Rev. O. " Shroud Stabilizers Stress Report"
- 1. GENE-771-58-0994, Rev. O," Shroud and Shroud Repair Hardware Stress Analysis" l J. GENE-771-60-0994, Rev. O, " Seismic Design Report of Shroud Repair" for Peach Bottom Unit 2/3.
K. QAM-001, Rev. 4, "GE Quality Assurance Manual" l L. 25A5601, Rev.1 " Fabrication Specification" i l i J 4 111. Material Required (per Paragraph II.A and ll.B QTY. P.L. i A. I12D6347 Rev.0 Upper Stabilizer Assembly 4 Yes B. I12D6348 Rev.O Stabilizer Support assembly 4 Yes C. I12D6349 Rev. O Tie Rod Assembly 4 Yes j D. I12D6350 Rev.O Rod, Tie 4 No
- E. I12D6313 Rev.O Nut, Tie Rod 4 No A V LS DATE APPROVALS DATE [po Twis SAFETYtouiputNT FUNCTION e$ ES SAFET V' 1 RELATEDg]VE AFFECTED VES h NO 5 FIELD WORK ORDER NO. jo,"y','o,'*g *,* Co
- D YE NO O
=
DISTRIBUTION CODE FD1 TASK COMPLETED DATE INTERNAL EXTERNAL a g SITE QUALeiy cont not n e tt y J 4 9(5oLrMNGR w o f a um.uA 9 thww , 4 t o u m a u s. _ 4 NEO M3 (REV. 4/89)
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Revision 02s7-7to67 o
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l 2 ' Field Disposition Instruction SuEEr or DESCRIPTtoN oF TASK 111. Material Required (per Paragraph II.A and II.B) QTY. P.L. l F. I12D6351 Rev.O Spring, Lower 4 No G. I12D6352 Rev.O Spring, Upper 4 No ! H. I12D6498 Rev.O Bracket, Upper spring 4 No
- 1. Il2D6353P1 Rev.0 Support, Upper 4 No J l12D6353P2 Rev. O Support, Upper 4 No K. I12D6354 Rev.O Suppon, Upper 4 No i L. I12D6355 Rev.O Contact, Lower 4 No l M 112D6505 Rev.O Pin, Clevis 4 No j
N. I12D6321P1 Rev.O Nut, Top Support 16 No O. I12D6321P2 Rev. O Nut, Top Support 16 No P. 112D632]P3 Rev. O Nut, Top Support 8 No Q. I12D6321P4 Rev. O Nut, Top Support 16 No l i R. I12D6321P5 Rev. O Nut, top Support 4 No S. 112D6322 Rev.O Bolt, Top support 8 No T. 112D6323 Rev.O Nut, Top Support 8 No U. I12D6324 Rev.O Retainer 4 No l V. I12D6325 Rev.O Spring Retainer 16 No ! W. I12D6496 Rev.O Bolt, Jack 4 No l X. I12D6327 Rev.O Sleeve, Jack bolt 4 No ) Y. I12D6328 Rev.O Washer, Jack bolt 4 No l Z. I12D6497 Rev.O Spring, Retainer 4 No i AA. I12D6356 Rev, O Support, Mid 4 No i BB. I12D6331 Rev.O Ring, Mid Support 4 No CC. I12D6332 Rev.O Screw, Mid support 4 No l DD. Il2D6501 Rev.O Screw, Top Support 8 No EE. I12D6502 Rev.O Coupling, Top Support Bolting 4 No FF. I12D6338P1 Rev. O Latch 4 No GG. I12D6338P2 Rev. O Latch 4 No HH.. I12D6357 Rev.O Contact, Upper 4 No II. I12D6358 Rev.O Tie Rod-Spring Assembly 4 Yes i JJ. I12D6359 Rev.O Mid Support Assembly 4 Yes KK. I12D6360 Rev.O Lower Stabilizer Assembly 4 Yes LL. I12D6489 Rev.O Bolt, toggle 8 No MM. I12D6490 Rev.O Support, Lower 4 No NN. I12D6401 Rev.O Toggle 8 No
- 00. I12D6492 Rev.O Pin, Toggle Bolt 8 No PP. I12D6493 Rev.0 Washer, Toggle Bolt 8 No QQ. I12D6494 Rev.O Nut, Toggle Bolt 8 No l NEo 663A (REY. 8/90) CONTINUATION SHEET i >
E , 1 FDiNo 0257-71067 i REVIStoN O 3 4 Field Disposition Instruction ,,,,, o, DESCRIPTION oF TASK l I ! RR. I12D6495 Rev.O Toggle Bolt Assembly 8 Yes SS. I12D6503 Rev.0 Extension, Lower Spring 4 No l l 4 No j TT. I12D6504 Rev.O Pin l l IV. Repair Procedure All of the stabilizer installation shall be performed underwater. All work shall be performed in ! accordance with Paragraph II.A and ll.C. l 1.0 Perform a VT-1 examination of the accessible areas of +he RPV wall and shroud support plates, adjacent to the attachment point for the stroud stabilizer lower f j support. , i 2.0 Shroud Head and Shroud Support Plate. Machine the required holes in the shroud head and ' shroud support plates, I l per II. A. l 3.0 Repair Clamp Installation l Install the four stabilizers in accordance with the requirements in Paragraph II. A 4.0 Repair Examination : A visual examination of the completed repair shall be performed. The television i camera shall be capable of resolving a .001 inch diameter wire on a neutral gray background. l
- a. Examine each Clevis pin to assure that it is properly located and in contact with the bottom of the slot in the lower spring.
- b. Examine the stabilizer assembly for contact between the RPV wall and the upper contact, mid support, and lower contacts.
- c. Examine the stabilizer assembly for contact between the shroud and the upper support and lower spring.
l d. Examine all components for installation of retainer devices. l 1 NE0 663A (REV. 8/90) CONTINUATION SH EET 1.
l F DI NO. 0257-71067 o( ) 8[ M(fC/gg [ggry REVISloN Field Disposition Instruction 4 o, a ssEeT DESCRIPTION OF TASK V. Quality Requirements 1.0 GE site Quality Control Representatives shall provide QC surveillance and document the field work performed, to insure that the requirements of this FDI have been met. All work is to be performed in accordance with GE Quality Assurance Manual QAM-001, Rev. 4 2.0 The following shall be the minimum Quality Control Documentation requirements:
- a. Video tape of the completed repair.
I b. Process documentation and inspection data sheets as applicable.
- c. As-built dimensions per II.A.
3.0 The follo ving procedures and supporting documentation shall be submitted to GE Site QA and Plant Owner (as applicable) for review, and approval obtained prior to use. Previously approved GENE procedures may be used in satisfying the requirements of this paragraph provided they are approved by the Plant Owner. l
- a. Installation procedures, travelers, or sequence data sheets, measurement l data sheets, drawings, sketches, instructions, etc. These procedures or l travelers shall include cleaning and cleanliness, tool control, machining
! process, and visual inspection methods.
- b. Hardware certifications.
l VI. Safety / Reliability Safety and reliability have been considered in the issue of the design documents this project. l The requirements for this design are contained in the Design Specifications 25A5579 and 25A5580. The seismic analysis of the repair is documented in GENE-771-60-0994. The stmetural analysis of the repair is documented in GENE-771-58-0994 and 25A5607. The i safety evaluation for the repair is contained in 10CFR50.59 Review for Modification ! P00435. No new safety requirements, reviews or technical specifications are required by this l FDI. l I NEO 663A (REV. 8S0) CONTINUATION SHEET
]
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FOl No. G Qggy [y REVISloN O 1 4 Field Disposition lastmetion ,mr 0, PEACH BOTTOM 2 0 ' k *Ae b FRoJECT UNIT A g 4f gg,g SHROUD SEP241994 EQUIPMENT " ECN/lR/DDR/FDDR B11-D001 .d. A A MPL NO. DESCRIPTION oF TASK I. Purpose I This FDI documents the design, requirements, and material required to install the l l stabilizers for the shroud horizontal welds. II. Required Documents (supplied by Engineering) A.105E1455, Rev. O," Reactor Modification Drawing" l B. PL105E1455, Rev. 0," Modification Drawing Parts List" C. 25A5581, Rev. O, " Installation Specification" D. 21 A2040, Rev.1," Cleaning and Cleanliness Control" E. 25A5579, Rev.1 " Shroud Repair Hardware, Design Specification" l F. 25A5580, Rev. I " Shroud Stabilizer Code, Design Specification" G.10CFR50.59 Review for Modification P00435 H. 25A5607, Rev. O," Shroud Stabilizers Stress Report" I. GENE-771-58-0994, Rev. O," Shroud and Shroud Repair Hardware Stress Analysis" 1 GENE-771-60-0994, Rev. O," Seismic Design Report of Shroud Repair" for Peach Bottom Unit 2/3. K.QAM-001, Rev. 4,"GL Quality Assurance Manual" L. 25A5601, Rev.1 " Fabrication Specification" III. Material Required (per Paragraph II.A and II.B 1 QTY. P.L. Rev.0 Upper Stabilizer Assembly 4 Yes ; A. 112D6347 ' Rev.O Stabilizer Support assembly 4 Yes B. I12D6348 l Rev.O Tie Rod Assembly 4 Yes C. I12D6349 D. I12D6350 Rev. O Rod, Tie 4 No E. I12D6313 Rev.O Nut, Tie Rod 4 No LS DATE APPRoVA LS DATE Tsis routputnT is sartTv art.aTrogvts [.:,r.o sartTv ruNevioN is ar rectro Oves E No
# FIELD WORK ORDER No. C,,yT,'o,"y(EC0"'
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-- J NEO 643 (REV. 4/09)
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- ?h GE Nuclear Energy REVIStoN 4
, N Field Ohposition Instruction SHEET of I oESCRIPTioN of TASK 4
j 111. Material Required (per Paragraph II.A and II.B) QTY. P.L. l F. I12D6351 Rev.O Spring, Lower 4 No G. I12D6352 Rev.O Spring, Upper 4 No H. I12D6498 Rev.O Bracket, Upper spring 4 No I. I12D6353P1 Rev. O Support, Upper 4 No J l12D6353P2 Rev. O Support, Upper 4 No i K. I12D6354 Rev.O Support, Upper 4 No L. Il2D6355 Rev.O Contact, Lower 4 No M. I12D6505 Rev.O Pin, Clevis 4 No j N. I12D6321P1 Rev. O Nut, Top Support 16 No O. I12D6321P2 Rev. O Nut, Top Support 16 No i P. 112D6321P3 Rev. O Nut, Top Support 8 No I I12D6321P4 Rev. O Nut, Top Support 16 No Q. R. I12D6321P5 Rev. O Nut, top Support 4 No I S. I12D6322 Rev.O Bolt, Top support 8 No T. I12D6323 Rev.O Nut, Top Support 8 No U. I12D6324 Rev.O Retainer 4 No V. I12D6325 Rev.O Spring Retainer 16 No W. 112D6496 Rev.O Bolt, Jack 4 No X. 112D6327 Rev.O Sleeve, Jack bolt 4 No Y. I12D6328 Rev.O Washer, Jack bolt 4 No ," Z. I12D6497 Rev.O Spring, Retainer 4 No AA.112D6356 Rev.O Support, Mid 4 No BB. I12D6331 Rev.O Ring, Mid Support 4 No i CC. I12D6332 Rev.O Screw, Mid support 4 No DD.112D6501 Rev.O Screw, Top Support 8 No ; EE. 112D6502 Rev.O Coupling, Top Support Bolting 4 No l j FF. I12D6338P1 Rev. O Latch 4 No ] GG.112D6338P2 Rev. O Latch 4 No HH. 112D6357 Rev.O Contact, Upper 4 No . II. I12D6358 Rev.O Tie Rod-Spring Assembly 4 Yes JJ. 112D6359 Rev.O Mid Support Assembly 4 Yes KK. I12D6360 Rev.O Lower Stabilizer Assembly 4 Yes LL. I12D6489 Rev.O Bolt, toggle 8 No i MM. I12D6490 Rev.O Support, Lower 4 No NN. I12D6491 Rev.O Toggle 8 No
- 00. 112D6492 Rev.O Pin, Toggle Bolt 8 No .
4 PP. I12D6493 Rev.O Washer, Toggle Bolt 8 No Rev.O Nut, Toggle Bolt 8 No QQ. I12D6494 i CONTINUATION SHEET NEo 663A (REV. 8S0)
. ?.
FOI NO. 0257-71067 AEVISloN O 3 4 Field Disposition Instruction ,,,,, ,, DESCRIPTION oF TASK RR. 112D6495 Rev.O Toggle Bolt Assembly 8 Yes SS. 112D6503 Rev.0 Extension, Lower Spring 4 No TT. I12D6504 Rev.O Pin 4 No IV. Repair Procedure All of the stabilizer installation shall be performed underwater. All work shall be performed in accordance with Paragraph II.A and II.C. i 1.0 Perform a VT-1 examination of the accessible areas of the RPV wall and shroud support plates, adjacent to the attachment point for the shroud stabilizer lower support. 2.0 Shroud Head and Shroud Support Plate. Machine the required holes in the shroud head and shroud support plates, l per II.A. I 3.0 Repair Clamp Installation f Install the four stabilizers in accordance with the requirements in Paragraph II. A 4.0 Repair Examination A visual examination of the completed repair shall be performed. The television camera shall be capable of resolving a .001 inch diameter wire on a neutral gray l background. l
- a. Examine each Clevis pin to assure that it is properly located and in l contact with the bottom of the slot in the lower spring.
- b. Examine the stabilizer assembly for contact between the RPV wall and the upper contact, mid support, and lower contacts.
- c. Examine the stabilizer assembly for contact between the shroud I and the upper support and lower spring.
- d. Examine all components for installation of retainer devices.
4 NEO 663A (REV. 8/90) CONTINUATION SHEET
y .. GE hkahug R EVIStoN
-' 67
)
s a Field Disposition Instruction ,,,,, ,, DESCRIPTION oF T AsK V. Quality Requirements 1.0 GE site Quality Control Representatives shall provide QC surveillance and document the field work performed, to insure that the requirements of l this FDI have been met. All work is to be performed in accordance with GE Quality Assurance Manual QAM-001, Rev. 4 2.0 The following shall be the minimum Quality Control Documentation requirements:
- a. Video tape of the completed repair.
- b. Process documentation and inspection data sheets as applicable,
- c. As-built dimensions per II.A.
j 3.0 The following procedures and supporting documentation shall be submitted to GE Site QA and Plant Owner (as applicable) for review, and approval obtained prior to use. Previously approved GENE procedures may be used in satisfying the requirements of this paragraph provided they are approved by the Plant Owner.
- a. Installation procedures, travelers, or sequence data sheets, measurement data sheets, drawings, sketches, instructions, etc. These procedures or travelers shall include cleaning and cleanliness, tool control, machining
( process, and visual inspection methods.
- b. Hardware certifications. :
VI. Safety / Reliability Safety and reliability have been considered in the issue of the design documents this project. The requirements for this design are contained in the Design Specifications 25A5579 and 25A5580. The seismic analysis of the repair is documented in GENE-771-60-0994. The structural analysis of the repair is documented in GENE-771-58-0994 and 25A5607. The l safety evaluation for the repair is contained in 10CFR50.59 Review for Modification ! P00435. No new safety requirements, reviews or technical specifications are required by this FDI. l l CONTINUATION SHEET NEO 663A (REV. 8/90)
- l. * - *
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- GE Nuclear Energy REVIStoN O t o, 4
Reid Disposition Instmetion sue,r 2 ATE oF iSggg,, _p PEACH BOTTOM UNIT gq g qf gg,g PROJECT SHROUD ${p24jgg4 EQUlrMENT ECN/lR/ DDR/ F DDR Bll-DOO1 ../A n MPL No. DESCRIPTION oF TASK I. Purpose i This FDI documents the design, requirements, and material required to install the stabilizers for the shroud horizontal welds. 1 l II. Required Documents (supplied by Engineering) A.105E1455, Rev. O, " Reactor Modification Drawing" B. PL105E1455, Rev. O, " Modification Drawing Parts List" C. 25A5581, Rev. O," Installation Specification" D. 21 A2040, Rev.1," Cleaning and Cleanliness Control" E. 25A5579, Rev.1 " Shroud Repair Hardware, Design Specification" F. 25A5580, Rev. I " Shroud Stabilizer Code, Design Specification" l G.10CFR50.59 Review for Modification P00435 H. 25A5607, Rev. O," Shroud Stabilizers Stress Report" 1
- 1. GENE-771-58-0994, Rev. O," Shroud and Shroud Repair Hardware Stress Analysis" l
J. GENE-771-60-0994, Rev. O, " Seismic Design Report of Shroud Repair" for Peach Bottom Unit 2/3. K. QAM-001, Rev. 4,"GE Quality Assurance Manual" L. 25A5601, Rev. I " Fabrication Specification" III. Material Required (per Paragraph II.A and II.B i QTY. P.L. A. I12D6347 Rev.0 Upper Stabilizer Assembly 4 Yes B. Il2D6348 Rev.O Stabilizer Support assembly 4 Yes C. I12D6349 Rev.O Tie Rod Assembly 4 Yes D. I12D6350 Rev.O Rod, Tie 4 No E. I12D6313 Rev.O Nut, Tie Rod 4 No A LS DATE APPROVALS DATE Tais sartTvtoviputwT runcrion is esarrecTro - [Yes [ AO sArriv acLATED)Ovts ~o E
,,,g,,
M FIELD WORK ORDER No. jg C,0,"' ,E'g'o,*[,' C "D 4 yt No O nnA 33g&
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r F DI NO. 0257-71067 R EVisloN Field Disposition Instmetion 2 4 gn,,, o, DESCRIPTloN oF TASK 111. Material Required (per Paragraph II.A and II.B) QTY. P.L. F. I12D6351 Rev.O Spring, Lower 4 No G. I12D6352 Rev.O Spring, Upper 4 No H. I12D6498 Rev.O Bracket, Upper spring 4 No I. 112D6353P1 Rev. O Support, Upper 4 No J l12D6353P2 Rev. O Support, Upper 4 No K. I12D6354 Rev.O Support, Upper 4 No L. I12D6355 Rev.O Contact, Lower 4 No M. 112D6505 Rev.O Pin, Clevis 4 No N. I12D6321P1 Rev.0 Nut, Top Support 16 No
- 0. I12D6321P2 Rev. O Nut, Top Support 16 No P. I12D6321P3 Rev. O Nut, Top Support 8 No Q. I12D6321P4 Rev. O Nut, Top Support 16 No R. I12D6321P5 Rev. O Nut, top Support 4 No S. I12D6322 Rev.O Bolt, Top support 8 No T. I12D6323 Rev.O Nut, Top Support 8 No U. I12D6324 Rev.O Retainer 4 No l V. I12D6325 Rev.O Spring Retainer 16 No l W. I12D6496 Rev.O Bolt, Jack 4 No ,
X. I12D6327 Rev.O Sleeve, Jack bolt 4 No l Y. I12D6328 Rev.O Washer, Jack bolt 4 No Z. I12D6497 Rev.O Spring, Retainer 4 No AA. I12D6356 Rev.O Support, Mid 4 No BB. I12D6331 Rev.O Ring, Mid Support 4 No CC. I12D6332 Rev.O Screw, Mid support 4 No DD. I12D6501 Rev.O Screw, Top Support 8 No EE. I12D6502 Rev.O Coupling, Top Support Bolting 4 No FF. I12D6338P1 Rev. O Latch 4 No i GG.112D6338P2 Rev. 0 Latch 4 No l HH.. I12D6357 Rev.O Contact, Upper 4 No IL 112D6358 Rev.O Tie Rod-Spring Assembly 4 Yes l JJ. I12D6359 Rev.O Mid Support Assembly 4 Yes KK. I12D6360 Rev.O Lower Stabilizer Assembly 4 Yes LL. I12D6489 Rev.-0 Bolt, toggle 8 No i MM. I12D6490 Rev.O Support, Lower 4 No ( NN. I12D6491 Rev.O Toggle 8 No i 00. I12D6492 Rev.O Pin, Toggle Bolt 8 No PP. I12D6493 Rev.O Washer, Toggle Bolt 8 No l QQ. I12D6494 Rev.O Nut, Toggle Bolt 8 No i HEO 663A (REY. &S0) CONTINUATION SHEET
0257-71067
/
gg g p oi No. REVISION O 3 4 fielo' Disposition lastruction ,ne,, o, DESCRIPTION oF TASK ) RR. I12D6495 Rev.O Toggle Bolt Assembly 8 Yes SS. I12D6503 Rev.0 Extension, Lower Spring 4 No TT. I12D6504 Rev.O Pin 4 No IV. Repair Procedure All of the stabilizer installation shall be performed underwater. All work shall be performed in accordance with Paragraph II.A and II.C. j 1.0 Perform a VT-1 examination of the accessible areas of the RPV wall and shroud ; support plates, adjacent to the attachment point for the shroud stabilizer lower support. 2.0 Shroud Head and Shroud Support Plate. Machine the required holes in the shroud head and shroud support plates, j per II.A. 3.0 Repair Clamp Installation f Install the four stabilizers in accordance with the requirements in Paragraph II. A 4.0 Repair Examination , A visual examination of the completed repair shall be performed. The television ! camera shall be capable of resolving a .001 inch diameter wire on a neutral gray background.
- a. Examine each Clevis pin to assure that it is properly located and in contact with the bottom of the slot in the lower spring.
- b. Examine the stabilizer assembly for contact between the RPV wall and the upper contact, mid support, and lower contacts.
- c. Examine the stabilizer assembly for contact between the shroud and the upper support and lower spring.
- d. Examine all components for installation of retainer devices.
l l NEo 663A (REV,8/90) CONTINUATION SHEET
r oi No. 0257-71067 gggg nEvisioN 9 Fielo' Dhposition Instruction ,,,,, a o, a DESCRIPTION oF TASK 2 i V. Quality Requirements i 1.0 GE site Quality Control Representatives shall provide QC surveillance and
! document the field work performed, to insure that the requirements of
- this FDI have been met. All work is to be performed in accordance with GE ^uality Assurance Manual QAM-001, Rev. 4 i 2.0 The following shall be the minimum Quality Control Documentation requirements: j a. Video tape of the completed repair.
- b. Process documentation and inspection data sheets as applicable.
- c. As-built dimensions per II.A.
3.0 The following procedures and supporting documentation shall be submitted to GE ^ Site QA and Plant Owner (as applicable) for review, and approval obtained prior to use. Previously approved GENE procedures may be used in satisfying the requirements of this paragraph provided they are approved by the Plant Owner. 4 a. Installation procedures, travelers, or sequence data sheets, measurement data sheets, drawings, sketches, instructions, etc. These procedures or travelers shall include cleaning and cleanliness, tool control, machining process, and visual inspection methods. i b. Hardware certifications. , VI. Safety / Reliability ] Safety and reliability have been considered in the issue of the design documents this project. The requirements for this design are contained in the Design Specifications 25A5579 and
- 25A5580. The seismic analysis of the repair is documented in GENE-771-60-0994. The ,
I structural analysis of the repair is documented in GENE-771-58-0994 and 25A5607. The ! j safety evaluation for the repair is contained in 10CFR50.59 Review for Modification ! P00435. No new safety requirements, reviews or technical specifications are required by this l FDI.
- l a
NEO 663A (REV. 8/90) coNTINU ATioN SHEET j
1
- a
.. '$:5 4h t ,1,, __
O FD1NO. g g REVIStoN O i 1 4 \ Field Disposition Instruction ,NEer o, PEACH BOTTOM 2 U'gq'Sbi-a g 4 g gQg,g b- p' b FRoJECT UNIT suon SEP241994 ECN/lR/ dor /FDDR B11-D001 .J. A A MPL No. DESCRIPTION oF TASK l
- 1. Purpose ,
I This FDI documents the design, requirements, and material required to install the stabilizers for the shroud horizontal welds. II. Required Documents (supplied by Engineering) A.105E1455, Rev. O, " Reactor Modification Drawing" B. PL105E1455, Rev. O," Modification Drawing Parts List" l C. 25A5581, Rev. O, " Installation Specification" D. 21 A2040, Rev.1," Cleaning and Cleanliness Control" E. 25A5579, Rev. I " Shroud Repair Hardware, Design Specification" F. 25A5580, Rev. I " Shroud Stabilizer Code, Design Specification" G.10CFR50.59 Review for Modification P00435 H. 25A5607, Rev. O," Shroud Stabilizers Stress Report"
- 1. GENE-771-58-0994, Rev. O," Shroud and Shroud Repair Hardware Stress Analysis" J. GENE-771-60-0994, Rev. O," Seismic Design Report of Shroud Repair" for Peach .
' I Bottom Unit 2/3.
K.QAM-001, Rev. 4,"GE Quality Assurance Manual" L. 25 A5601, Rev. I " Fabrication Specification" III. Material Required (per Paragraph II.A and II.B QTY. P.L. A. I12D6347 Rev.0 Upper Stabilizer Assembly 4 Yes B. I12D6348 Rev.O Stabilizer Support assembly 4 Yes C. Il2D6349 Rev.O Tie Rod Assembly 4 Yes D. I12D6350 Rev.O Rod, Tie 4 No E. I12D6313 Rev.0 Nut, Tie Rod 4 No LS DATE APPROVALS DATE Tmis soviputNT is sArETY RELATEOkts [po sArtTv rumcTiow es arrecTro Oves K~o FIELD WORK ORDER No. C,,y,T'o E O g ,"f,E C0"D Foi ca c - YE NO O Dn& M DISTRIBUTION CODE FD1 TASK COMPLETED DATE tuon INTERNAL EXTERNAL M c $ g,eg* Yzd$ s... _ .,. - ....
. _ _ _ ..m_._
NEO e43 (REV. 4/09)
l
~
~ . l FDsNO. 0257-71067 R E VISION 4 Field Disposition Instruction ,,,,, 2 DESCRIPTION or TASK III. Material Required (per Paragraph II.A and II.B) QTY. P.L. F. I12D6351 Rev.O Spring, Lower 4 No G. I12D6352 Rev.O Spring, Upper 4 No l H. I12D6498 Rev.O Bracket, Upper spring 4 No I. I12D6353P1 Rev. O Support, Upper 4 No J 112D6353P2 Rev. O Support, Upper 4 No K. I12D6354 Rev.O Suppon, Upper 4 No L. I12D6355 Rev.O Contact, Lower 4 No M. I12D6505 Rev.O Pin, Clevis 4 No N. I12D6321P1 Rev.O Nut, Top Support 16 No O. i12D6321P2 Rev. O Nut, Top Support 16 No P. I12D6321P3 Rev. 0 Nut, Top Support 8 No Q. I12D6321P4 Rev. 0 Nut, Top Support 16 No R. I12D6321P5 Rev. O Nut, top Suppon 4 No S. I12D6322 Rev.O Bolt, Top suppon 8 No T. 112D6323 Rev.O Nut, Top Support 8 No ; U. I12D6324 Rev.O Retainer 4 No V. I12D6325 Rev.O Spring Retainer 16 No W. I12D6496 Rev.O Bolt, Jack 4 No X. I12D6327 Rev.O Sleeve, Jack bolt 4 No Y. I12D6328 Rev.0 Washer, Jack bolt 4 No Z. I12D6497 Rev.O Spring, Retainer 4 No AA. I12D6356 Rev.O Suppon, Mid 4 No BB. I12D6331 Rev.O Ring, Mid Support 4 No CC. I12D6332 Rev.O Screw, Mid support 4 No DD.112D6501 Rev.O Screw, Top Support 8 No ; EE. 112D6502 Rev.O Coupling, Top Support Bolting 4 No ; FF. I12D6338P1 Rev.O Latch 4 No GG.112D6338P2 Rev. 0 Latch 4 No l HH.. I12D6357 Rev.O Contact, Upper 4 No l II. I12D6358 Rev.O Tie Rod-Spring Assembly 4 Yes JJ. 112D6359 Rev.O Mid Support Assembly 4 Yes KK. I12D6360 Rev.O Lower Stabilizer Assembly 4 Yes LL. I12D6489 Rev.O Bolt, toggle 8 No i MM. I12D6490 Rev.O Support, Lower 4 No NN. I12D6491 Rev.O Toggle 8 No
- 00. I12D6492 Rev.O Pin, Toggle Bolt 8 No .
PP. I12D6493 Rev.O Washer, Toggle Bolt 8 No. QQ. I12D6494 Rev.O Nut, Toggle Bolt 8 No NEO 663A (REY. 8,90) CONTINUATION SHEET l
= _
0257-71067 [ g gg g FoiNo. REVISloN O 3 a
. field Disposition Instruction ,,,,, ,,
4 DESCRIPTION oF T AsK i h RR. I12D6495 Rev.O Toggle Bolt Assembly 8 Yes SS. I12D6503 Rev.0 Extension, Lower Spring 4 No TT. I12D6504 Rev.O Pin 4 No IV. Repair Procedure All of the stabilizer installation shall be performed underwater. All work shall be performed in accordance with Paragraph II.A and II.C. 1.0 Perform a VT-1 examination of the accessible areas of the RPV wall and shroud support plates, adjacent to the attachment point for the shroud stabilizer lower support. 2.0 Shroud Head and Shroud Support Plate. Machine the required holes in the shroud head and shroud support plates, per II.A. 3.0 Repair Clamp Installation Install the four stabilizers in accordance with the requirements in Paragraph II. A 4.0 Repair Examination A visual examination of the completed repair shall be performed. The television camera shall be capable of resolving a .001 inch diameter wire on a neutral gray background.
- a. Examine each Clevis pin to assure that it is properly located and in contact with the bottom of the slot in the lower spring.
- b. Examine the stabilizer assembly for contact between the RPV wall and the upper contact, mid support, and lower contacts.
- c. Examine the stabilizer assembly for contact between the shroud and the upper support and lower spring.
- d. Examine all components for installation of retainer devices.
NEO 663A (REY. &S0) CONTINUATION SHEET
F DI NO. 0257-71067 g gg g R EVISION I Field Dhposition Instruction ,,,,, a e, a DESCRIPTaoN oF TASK V. Quality Requirements 1.0 GE site Quality Control Representatives shall provide QC smveillance and document the field work performed, to insure that the requirements of this FDI have been met. All work is to be performed in accordance with GE Quality Assurance Manual QAM-001, Rev. 4 2.0 The following shall be the minimum Quality Control Documentation requirements:
- a. Video tape of the completed repair.
- b. Process documentation and inspection data sheets as applicable.
- c. As-built dimensions per II.A.
3.0 The following procedures and supporting documentation shall be submitted to GE Site QA and Plant Owner (as applicable) for review, and approval obtained prior to use. Previously approved GEF , procedures may be used in satisfying the I requirements of this paragraph provided they are approved by the Plant Owner.
- a. Installation procedures, travelers, or sequence data sheets, measurement data sheets, drawings, sketches, instructions, etc. These procedures or l
i travelers shall include cleaning and cleanliness, tool control, machining process, and visual inspection methods. l
- b. Hardware certifications.
VI. Safety / Reliability Safety and reliability have been considered in the issue of the design documents this project. l The requirements for this design are contained in the Design Specifications 25A5579 and 25A5580. The seismic analysis of the repair is documented in GENE-771-60-0994. The l l l structural analysis of the repair is documented in GENE-771-58-0994 and 25A5607. The ! safety evaluation for the repair is contained in 10CFR50.59 Review for Modification j P00435. No new safety requirements, reviews or technical specifications are required by this l FDI. i l CONTINUATION SHEET
)
NEO 663A (REY. B/90)
A.D:!d t u ,, . _ _ _ RED M4M y g rDu No. REvi$loN O l 1
- Field Disposition lastruction snee, or PEACH BOTTOM UNIT 2 b i' b
/q g .(f g@C,g )
PROJECT suon SEP 241994 i ECN/lR/DDR/ F DOR Bli-D001 .d. A I MPL No. l DESCRIPTION oF TASK j I. Purpose This FDI documents the design, requirements, and material required to install the stabilizers for the shroud horizontal welds. II. Required Documents (supplied by Engineering) A.105E1455, Rev. O, " Reactor Modification Drawing" B. PL105E1455, Rev. O, " Modification Drawing Pans List" C. 25A5581, Rev. O," Installation Specification" D. 21 A2040, Rev.1, " Cleaning and Cleanliness Control" E. 25A5579, Rev. I " Shroud Repair Hardware, Design Specification" F. 25A5580, Rev. I " Shroud Stabilizer Code, Design Specification" G.10CFR50.59 Review for Modification P00435 H. 25A5607, Rev. O," Shroud Stabilizers Stress Report" I. GENE-771-58-0994, Rev. O," Shroud and Shroud Repair Hardware Stress Analysis" J. GENE-771-60-0994, Rev. O, " Seismic Design Report of Shroud Repair" for Peach Bottom Unit 2/3. K. QAM-001, Rev. 4, "GE Quality Assurance Manual" L. 25 A5601, Rev.1 " Fabrication Specification" III. Material Required (per Paragraph II.A and II.B i QTY. P.L. I A. I12D6347 Rev.O Upper Stabilizer Assembly 4 Yes B. I12D6348 Rev.O Stabilizer Support assembly 4 Yes l C. I12D6349 Rev.O Tie Rod Assembly 4 Yes D. I12D6350 Rev.O Rod, Tie 4 No l E. I12D6313 Rev.O Nut, Tie Rod 4 No A LS DATE APPROVALS DATE (vts Epo THis EoviewtNT is sarcTv mELATEo) sartTv rumcTiow es arrEcTEo ~o
, c, c ,,o ,
9 FIELD WORK ORDER No. C,Q'}',o,,,
" E C, "
~
vt No C
'G"lAI)k 9/MJ ~
OtSTRIBUTloN CODE FD1 TASK COMPLETED DATE g INTERNAL EXTERNAL sit t QuaLIT Y CONT ROL NGR ,y hW WiBLE PACJ E CI M Ahea(* E N
. 4lnm # IE LD M AN AGf N _
NEO 943 (MEV. 4/09)
J 4 (h) GE Nuclear Energy D R E VISION Field Disposition Instruction 2 4 DESCRIPTION OF TASK Ill. Material Required (per Paragraph II.A and II.B) QTY. P.L. F. I12D6351 Rev.O Spring, Lower 4 No G. I12D6352 Rev.O Spring, Upper 4 No H. I12D6498 Rev.O Bracket, Upper spring 4 No
- 1. I12D6353P1 Rev. O Support, Upper 4 No J l12D6353P2 Rev. O Support, Upper 4 No K. I12D6354 Rev.O Suppon, Upper 4 No L. I12D6355 Rev.O Contact, Lower 4 No M. I12D6505 Rev.O Pin, Clevis 4 No N. I12D6321P1 Rev.O Nut, Top Support 16 No O. I12D6321P2 Rev. O Nut, Top Suppon 16 No P. I12D6321P3 Rev.O Nut, Top Suppon 8 No Q. I12D6321P4 Rev. O Nut, Top Suppon 16 No R. I12D6321P5 Rev. O Nut, top Support 4 No S. I12D6322 Rev.O Bolt, Top support 8 No T. I12D6323 Rev.O Nut, Top Support 8 No U. I12D6324 Rev.O Retainer 4 No V. I12D6325 Rev.O Spring Retainer 16 No W. I12D6496 Rev.O Bolt, Jack 4 No X. I12D6327 Rev.O Sleeve, Jack bolt 4 No Y. I12D6328 Rev.O Washer, Jack bolt 4 No Z. I12D6497 Rev.O Spring, Retainer 4 No AA. I12D6356 Rev.O Support, Mid 4 No BB. I12D6331 Rev.O Ring, Mid Support 4 No CC. I12D6332 Rev.O Screw, Mid support 4 No DD. I12D6501 Rev.O Screw, Top Support 8 No EE. I12D6502 Rev.O Coupling, Top Support Bolting 4 No FF. I12D6338P1 Rev.O Latch 4 No GG. I12D6338P2 Rev. O Latch 4 No HH.. I12D6357 Rev.O Contact, Upper 4 No II. I12D6358 Rev.O Tie Rod-Spring Assembly 4 Yes JJ. I12D6359 Rev.O Mid Support Assembly 4 Yes KK. I12D6360 Rev. O Lower Stabilizer Assembly 4 Yes LL. 112D6489 Rev.O Bolt, toggle 8 No MM. I12D6490 Rev.O Suppon, Lower 4 No hW. I12D6491 Rev.O Toggle 8 No
- 00. I12D6492 Rev.O Pin, Toggle Bolt 8 No .
PP. I12D6493 Rev.O Washer, Toggle Bolt 8 No QQ. I12D6494 Rev. 0 . Nut, Toggle Bolt 8 No NEo 663A (REV. r690) CONTINUATION SHEET
1 (& GE Nuclear Energy
' '" *"~ "
D REVislON O 3 4 Field Disposition Instruction ,,,,, ,, j DESCRIPTION oF TASK RR_ 112D6495 Rev.O Toggle Bolt Assembly 8 Yes SS. I12D6503 Rev.0 Extension, Lower Spring 4 No TT. I12D6504 Rev.O Pin 4 No IV. Repair Procedure All of the stabilizer installation shall be performed underwater. All work shall be performed in accordance with Paragraph II.A and II.C. 10 Perform a VT-1 examination of the accessible areas of the RPV wall and shroud support plates, adjacent to the attachment point for the shroud stabilizer lower support. 2.0 Shroud Head and Shroud Support Plate. Machine the required holes in the shroud head and shroud support plates, per II.A. 3.0 Repair Clamp Installation Install the four stabilizers in accordance with the requirements in Paragraph II. A 4.0 Repair Examination A visual examination of the completed repair shall be performed. The television camera shall be capable of resolving a .001 inch diameter wire on a neutral gray background.
- a. Examine each Clevis pin to assure that it is properly located and in contact with the bottom of the slot in the lower spring.
- b. Examine the stabilizer assembly for contact between the RPV wall and the upper contact, mid support, and lower contacts.
- c. Examine the stabilizer assembly for contact between the shroud and the upper support and lower spring.
- d. Examine all components for installation of retainer devices.
CONTINUATION SHEET NEO 663A (REV. 8.90)
0257-71067 gggg r oi uO. j ! REVISION Field Disposition Instruction ,,,,, a o, a oEsCRIPTioN oF T AsK V. Quality Requirements 1.0 GE site Quality Control Representatives shall provide QC surveillance and document the field work performed, to insure that the requirements of this FDI have been met. All work is to be performed in accordance with GE Quality Assurance Manual QAM-001, Rev. 4 2.0 The following shall be the minimum Quality Control Documentation requirements:
- a. Video tape of the completed repair.
- b. Process documentation and inspection data sheets as applicable.
- c. As-built dimensions per II.A.
3.0 The following procedures and supporting documentation shall be submitted to GE Site QA and Plant Owner (as applicable) for review, and approval obtained prior to use. Previously approved GENE procedures may be used in satisfying the requirements of this paragraph provided they are approved by the Plant Owner,
- a. Installation procedures, travelers, or sequence data sheets, measurement data sheets, drawings, sketches, instructions, etc. These procedures or travelers shall include cleaning and cleanliness, tool control, machining process, and visual inspection methods.
- b. Hardware certifications.
VI. Safety / Reliability Safety and reliability have been considered in the issue of the design documents this project. The requirements for this design are contained in the Design Specifications 25A5579 and 25A5580. The seismic analysis of the repair is documented in GENE-771-60-0994. The structural analysis of the repair is documented in GENE-771-58-0994 and 25A5607. The safety evaluation for the repair is contained in 10CFR50.59 Review for Modification P00435. No new safety requirements, reviews or technical specifications are required by this FDI. NEO 663A (REV. 8.90) CONTINUATION SHEET l
l 1 A.U:? 4h t , , , , _ ED MM4 N y ggg gg r Di No. REVIStoN O 1 4 Field Disposition Instruction sneer o, PEACH BOTTOM 2 ' ' N*iw b PRoJE CT UNIT /q g (f g@,gp j EQUIPMENT ECN/lR/DDR/FDDR B11-D001 ../A n MPL NO. DESCRIPTION of TASK
- 1. Purpose This FDI documents the design, requirements, and material required to install the stabilizers for the shroud horizontal welds. l l
- 11. Required Documents (supplied by Engineering)
A.105E1455, Rev. O, " Reactor Modi 5 cation Drawing" B. PL105E1455, Rev. 0," Modi 5 cation Drawing Pans List" l C. 25A5581, Rev. O," Installation Specification" D. 21 A2040, Rev.1," Cleaning and Cleanliness Control" E. 25A5579, Rev.1 " Shroud Repair Hardware, Design Specification" F. 25A5580, Rev. I " Shroud Stabilizer Code, Design Specification" G.10CFR50.59 Review for Modification P00435 H. 25A5607, Rev. O, " Shroud Stabilizers Stress Repon"
- 1. GENE-771-58-0994, Rev. O," Shroud and Shroud Repair Hardware Stress Analysis" J. GENE-771-60-0994, Rev. O, " Seismic Design Repon of Shroud Repair" for Peach Bottom Unit 2/3.
K. QAM-001, Rev. 4, "GE Quality Assurance Manual" L. 25 A5601, Rev. I " Fabrication Specification" 111. Material Required (per Paragraph II.A and II.B QTY. P.L. A. I12D6347 Rev.O Upper Stabilizer Assembly 4 Yes B. I12D6348 Rev.O Stabilizer Support assembly 4 Yes C. I12D6349 Rev.O Tie Rod Assembly 4 Yes D. I12D6350 Rev. O Rod, Tie 4 % E. I12D6313 Rev.O Nut, Tie Rod 4 No f LS DATE APPROVALS DATE 7wis roviewtut es sarrry asuttogves E po sarriv rumetrom is arrectro O ves E ~o
# FIELD WORK ORDER No. "O
, g, C,,",['ET
, 'O,"J,E C YE Peo O Dr.~ck 8 &
", g DISTRIBUTloN CODE INTERNAL EXTERNAL FDI TASK COMPLETED DATE s... - - 1 g,
3g ... _ . . .. ) we3 ess (nev. 4reen
g F oi No. 0257-71067 REVISloN Field Disposition Instruction 2 a DESCRIPTION oF TASK 111. Material Required (per Paragraph II.A and II.B) QTY. P.L. F. I12D6351 Rev.O Spring, Lower 4 No G. I12D6352 Rev.O Spring, Upper 4 No H. I12D6498 Rev.O Bracket, Upper spring 4 No I. 112D6353P1 Rev. 0 Suppon, Upper 4 No J 112D6353P2 Rev. O Support, Upper 4 No j K. I12D6354 Rev.O Support, Upper 4 No i L. I12D6355 Rev.O Contact, Lower 4 No M. I12D6505 Rev.O Pin, Clevis 4 No N. I12D6321P1 Rev. O Nut, Top Support 16 No
- 0. I12D6321P2 Rev. O Nut, Top Support 16 No P. I12D6321P3 Rev. O Nut, Top Support 8 No l Q. I12D6321P4 Rev. O Nut, Top Support 16 No R. I12D6321P5 Rev. O Nut, top Support 4 No S. I12D6322 Rev.O Bolt, Top support 8 No T. I12D6323 Rev.O Nut, Top Support 8 No i U. I12D6324 Rev.O Retainer 4 No V. I12D6325 Rev.O Spring Retainer 16 No l
W. I12D6496 Rev.O Bolt, Jack 4 No X. I12D6327 Rev.O Sleeve, Jack bolt 4 No Y. I12D6328 Rev.0 Washer, Jack bolt 4 No j Z. I12D6497 Rev.O Spring, Retainer 4 No l l AA. I12D6356 Rev.O Support, Mid 4 No l i BB. 112D6331 Rev.O Ring, Mid Support 4 No CC. I12D6332 Rev.O Screw, Mid support 4 No DD. I12D6501 Rev.O Screw, Top Suppon 8 No EE. I12D6502 Rev.O Coupling, Top Suppon Bolting 4 No FF. 112D6338P1 Rev. 0 Latch 4 No l GG. Il2D6338P2 Rev. 0 Latch 4 No i HH.. I12D6357 Rev.O Contact, Upper 4 No l II. I12D6358 Rev.O Tie Rod-Spring Assembly 4 Yes JJ. Il2D6359 Rev.O Mid Support Assembly 4 Yes l KK. I12D6360 Rev.O Lower Stabilizer Assembly 4 Yes l LL. I12D6489 Rev.O Bolt, toggle 8 No MM.112D6490 Rev.O Support, Lower 4 No NN. I12D6491 Rev.O Toggle 8 No
- 00. I12D6492 Rev.O Pin, Toggle Bolt 8 No .
PP. I12D6493 Rev.0 Washer, Toggle Bolt 8 No l QQ. I12D6494 Rev.O Nut, Toggle Bolt 8 No ! NEo 663A (REV. &S0) CONTINUATION SH E ET
}
M & & w Ene w
' '~ -
aEvisioN O
)
3 4 Field Disposition Instruction ,,,,, ,, DESCRIPTION oF TASK RR. I12D6495 Rev.O Toggle Bolt Assembly 8 Yes SS. I12D6503 Rev.0 Extension, Lower Spring 4 No TT. I12D6504 Rev.O Pin 4 No IV. Repair Procedure All of the stabilizer installation shall be performed underwater. All work shall be performed in accordance with Paragraph II.A and II.C. 1.0 Perform a VT-1 examination of the accessible areas of the RPV wall and shroud support plates, adjacent to the attachment point for the shroud stabilizer lower support. 2.0 Shroud Head and Shroud Support Plate. Machine the required holes in the shroud head and shroud suppon plates, per II.A. 3.0 Repair Clamp Installation Install the four stabilizers in accordance with the requirements in Paragraph II. A l 4.0 Repair Examination A visual examination of the completed repair shall be performed. The television I camera shall be capable of resolving a .001 inch diameter wire on a neutral gray background.
- a. Examine each Clevis pin to assure that it is properly located and in contact with the bottom of the slot in the lower spring.
l b. Examine the stabilizer assembly for contact between the RPV wall and the upper contact, mid support, and lower contacts. l t
- c. Examine the stabilizer assembly for contact between the shroud and the upper support and lower spring. ;
l
- d. Examine all components for installation of retainer devices.
l NEO 663A (REV. 8,90) CONTINUATION SHEET l J
' '~ ~ " "
OE NUCl68f ER8ffy g REVl53ON 3 Field Disposition Instmetion ,,,,, a e, 4 oESCRIPTioN oF TASK l l V. Quality Requirements 1.0 GE site Quality Control Representatives shall provide QC surveillance and l document the field work performed, to insure that the requirements of this FDI have been met. All work is to be performed in accordance with GE Quality Assurance Manual QAM-001, Rev. 4
.2.0 The following shall be the minimum Quality Control Documentation requirements:
- a. Video tape of the completed repair.
- b. Process documentation and inspection data sheets as applicable.
- c. As-built dimensions per II.A.
3.0 The following orocedures and supporting documentation shall be submitted to GE Site QA and Plant Owner (as applicable) for review, and approval obtained prior to use. Previously approved GENE procedures may be used in satisfying the requirements of this paragraph provided they are approved by the Plant Owner. l a. Installation procedures, travelers, or sequence data sheets, measurement data sheets, drawings, sketches, instmetions, etc. These procedures or I travelers shall include cleaning and cleanliness, tool control, machining process, and visual inspection methods.
- b. Hardware certifications.
VI. Safety / Reliability Safety and reliability have been considered in the issue of the design documents this project. The requirements for this design are contained in the Design Specifications 25A5579 and 25A5580. The seismic analysis of the repair is documented in GENE-771-60-0994. The structural analysis of the repair is documented in GENE-771-58-0994 and 25A5607. The safety evaluation for the repair is contained in 10CFR50.59 Review for Modification P00435. No new safety requirements, reviews or technical specifications are required by this FDI. I l NEO 663A (REV. 8/90) CONTINUATION SHEET
. - s Oh L :l a s I u,,-
D FD1 No. 0257-71067 g gg/gg gg7 REVISloN O 1 4 fiel0' OiSp0SINOR lnSlfuCNOR gneer op 2 ATE oF g PEACH BOTf0M UNIT Ag(fgg,g FRoJECT sn0uD SEP241994 EQUIPMENT ECN/lR/ODR/FDDR B11-D001 ../A n MPL No. DESCRIPTION oF TASK I. Purpose This FDI documents the design, requirements, and material required to install the stabilizus for the shroud horizontal welds. II. Required Documents (supplied by Engineering) A.105E1455, Rev. O, " Reactor Modification Drawing" l B. PL105E1455, Rev. O,"hfodification Drawing Parts List" C. 25A5581, Rev. O, " Installation Specification" D. 21 A2040, Rev.1," Cleaning and Cleanliness Control" E. 25A5579, Rev. I " Shroud Repair Hardware, Design Specification" F. 25A5580, Rev. I " Shroud Stabilizer Code, Design Specification" t G.10CFR50.59 Review for hiodification P00435 H. 25A5607, Rev. O," Shroud Stabilizers Stress Report" i l 1. GENE-771-58-0994, Rev. O," Shroud and Shroud Repair Hardware Stress Analysis" l J. GENE-771-60-0994, Rev. O," Seismic Design Report of Shroud Repair" for Peach Bottom Unit 2/3. i K. Q Ahi-001, Rev. 4, "GE Quality Assurance hianual" L. 25A5601, Rev. I " Fabrication Specification" III. hiaterial Required (per Paragraph II.A and II.B QTY. P.L. A. I12D6347 Rev.0 Upper Stabilizer Assembly 4 Yes . Rev.O Stabilizer Support assembly 4 Yes l l B. I12D6348 C.112D6349 Rev.O Tie Rod Assembly 4 Yes l ! D.112D6350 Rev.O Rod, Tie 4 No E. 112D6313 Rev.O Nut, Tie Rod 4 No A LS DATE APPROVALS DATE Tecs toviwtNT is saFttv attavrogves E pO saFtTv FUNCTION Is aFFECTED byts E NO C ' *
# FIELD WORK ORDER NO. at 's"E o a" t
,,o,,, ,
YE NO O LtW h DISTRIBUTloN CODE FD1 TASK COMPLETED DATE INTERNAL EXTERNAL (Nsa- g/g NO /Z-y A g h stTE QuaLif y CONT mOL
* 'E ( f) M A N AG f k D5s O4L O M AN AI f N NE3 043 (REY. 4109)
t FDiNo. 0257-71067 [ . R EVIStoN 2 4 Field Disposition Instruction ,,,,, ,, oESCRIPTioN oF TASK 111. Material Required (per Paragraph II.A and II.B) QTY. P.L. F. I12D6351 Rev.O Spring, Lower 4 No G. I12D6352 Rev.O Spring, Upper 4 No H. I12D6498 Rev.O Bracket, Upper spring 4 No I. I12D6353P1 Rev. O Support, Upper 4 No i J l12D6353P2 Rev. O Support, Upper 4 No ! K. I12D6354 Rev.O Support, Upper 4 No L. I12D6355 Rev.O Contact, Lower 4 No l l M. I12D6505 Rev.O Pin, Clevis 4 No N. Il2D6321P1 Rev. 0 Nut, Top Support 16 No O. I12D6321P2 Rev. O Nut, Top Support 16 No P. I12D6321P3 Rev. O Nut, Top Support 8 No l Q. I12D6321P4 Rev. O Nut, Top Support 16 No R. I12D6321P5 Rev. O Nut, top Support 4 No S. I12D6322 Rev.O Bolt, Top support 8 No T. I12D6323 Rev.O Nut, Top Support 8 No U. I12D6324 Rev.O Retainer 4 No V. I12D6325 Rev.O Spring Retainer 16 No W. I12D6496 Rev.O Bolt, Jack 4 No X. I12D6327 Rev.O Sleeve, Jack bolt 4 No Y. I12D6328 Rev.O Washer, Jack bolt 4 No Z. I12D6497 Rev.O Spring, Retainer 4 No AA. I12D6356 Rev.O Support, Mid 4 No BB. I12D6331 Rev.O Ring, Mia Support 4 No CC. I12D6332 Rev. O Screw, Mid support 4 No DD. I12D6501 Rev.O Screw, Top Support 8 No EE. 112D6502 Rev.O Coupling, Top Support Bolting 4 No FF. I12D6338P1 Rev.O Latch 4 No GG.112D6338P2 Rev. 0 Latch 4 No HH.. I12D6357 Rev.O Contact, Upper 4 No II. I12D6358 Rev.O Tie Rod-Spring Assembly 4 Yes JJ. I12D6359 Rev.O Mid Support Assembly 4 Yes KK. I12D6360 Rev.O Lower Stabilizer Assembly 4 Yes LL. I12D6489 Rev.O Bolt, toggle 8 No ! MM. I12D6490 Rev.O Support, Lower 4 No NN. I12D6491 Rev.O Toggle 8 No
- 00. I12D6492 Rev. O Pin, Toggle Bolt 8 No .
PP. I12D6493 Rev.O Washer, Toggle Bolt 8 No QQ. I12D6494 Rev.O Nut, Toggle Bolt 8 No NEo 663A (REY. 8/90) CONTINUATION SHEET
GE Nuclear Energy
" ^*
D 3 4 Field Disposition Instruction ,,,,, ,,. DESCRIPTION of TASK I RR. I12D6495 Rev.O Toggle Bolt Assembly 8 Yes SS. I12D6503 Rev.0 Extension, Lower Spring 4 No TT. I12D6504 Rev.O Pin 4 No IV. Repair Procedure l All of the stabilizer installation shall be performed underwater. All work shall be performed in l i accordance with Paragraph II.A and II.C. ! 1.0 Perform a VT-1 examination of the accessible areas of the RPV wall and shroud support plates, adjacent to the attachment point for the shroud stabilizer lower l l l support. 2.0 Shroud Head and Shroud Suppon Plate. Machine the required holes in the shroud head and shroud support plates, per II. A. 3.0 Repair Clamp Installation Install the four stabilizers in accordance with the requirements in Paragraph II. A 4.0 Repair Examination A visual examination of the completed repair shall be performed. The television camera shall be capable of resolving a .001 inch diameter wire on a neutral gray background.
- a. Examine each Clevis pin to assure that it is properly located and in l contact with the bottom of the s!ct in the lower spring. I
- b. Examine the stabilizer assembly for contact between the RPV f wall and the upper contact, mid suppon, and lower contacts.
- c. Examine the stabilizer assembly for contact between the shrot.d and the upper suppon and lower spring.
- d. Examine all components for installation of retainer devices.
l NEO 663A (REY. 8.90) CoNTINUATeoN SH[ET
a . l F DI CeO. 0257-71067 REVISION 0 y Field Disposition Instruction 4 4 suEE, Or ;
)
DESCRIPTION oF TASK i l 4 f V. Quality Requirements 1.0 GE site Quality Control Representatives shall provide QC surveillance and document the field work performed, to insure that the requirements of this FDI have been met. All work is to be performed in accordance with j GE Quality Assurance Manual QAM-001, Rev. 4 l \ 2.0 The following shall be the minimum Quality Control Documentation requirements:
- a. Video tape of the completed repair.
- b. Process documentation and inspection data sheets as applicable.
j
- c. As-built dimensions per II.A. i l
3.0 The following procedures and supporting documentation shall be submitted to GE Site QA and Plant Owner (as applicable) for review, and approval obtained prior to use. Previously approved GENE procedures may be used in satisfying the requirements of this paragraph provided they are approved by the Plant Owner. t ! a. Installation procedures, travelers, or sequence data sheets, measurement data sheets, drawings, sketches, instructions, etc. These procedures or travelers shall include cleaning and cleanliness, tool control, machining process, and visual mspection methods.
- b. Hardware certifications.
VI. Safety / Reliability Safety and reliability havr. been considered in the issue of the design documents this project. The requirements for this design are contained in the Design Specifications 25A5579 and j i 25A5580. The seismic analysis of the repair is documented in GENE-771-60-0994. The structural analysis of the repair is documented in GENE-771-58-0994 and 25A5607. The ! safety evaluation for the repair is contained in 10CFR50.59 Review for Modification P00435. No new safety requirements, reviews or technical specifications are required by this l FDI. I NEO 663A (REV. &90) CONTINUATION SHEET
~
4 j^
' % L :,% s o u,,__
EO r D, No. MW7&M g Q gjgy g y y ' REVIStoN O 1 4 Field Disposition Instmetion ,,,,, c, ATE oF isS . 2 PROJECT PEACH BOTTOM UNIT g g gg gg,g sua0tro SEP 241994 EQUlfMENT ECN/lR/ DDR1F D DR Bil-DOO1 ../A a MPL No. DESCRIPTION oF TASK I. Purpose This FDI documents the design, requirements, and material required to install the stabilizers for the shroud horizontal welds.
- 11. Required Documents (supplied by Engineering)
A.105E1455, Rev. O, " Reactor hiodification Drawing" B. PL105E1455, Rev. O," Modification Drawing Parts List" C. 25A5581, Rev. O," Installation Specification" D. 21 A2040, Rev.1," Cleaning and Cleanliness Control" E. 25 A5579, Rev. I " Shroud Repair Hardware, Design Specification" F. 25A5580, Rev. I " Shroud Stabilizer Code, Design Specification" G.10CFR50.59 Review for hiodification P00435 t H. 25A5607, Rev. O," Shroud Stabilizers Stress Report"
- 1. GENE-771-58-0994, Rev. O," Shroud and Shroud Repair Hardware Stress Analysis" J. GENE-771-60-0994, Rev. O," Seismic Design Repon of Shroud Repair" for Peach l Bottom Unit 2/3.
K.. QAhi-001, Rev. 4, "GE Quality Assurance hianual" L. 25A5601, Rev. I " Fabrication Specification" III. hiaterial Required (per Paragraph II.A and II.B QT Y. P.L. A. I12D6347 Rev.0 Upper Stabilizer Assembly 4 Yes B.112D6348 Rev.O Stabilizer Support assembly 4 Yes C. I12D6349 Rev.O Tie Rod Assembly 4 Yes D. I12D6350 Rev.O Rod, Tie 4 No E. 112D6313 Rev.O Nut, Tie Rod 4 No A LS DATE APPROVALS DATE 'YMis toutputut is sArtTv mELAttopts Epo sAr ETv rumerioN is AFFECTED O vEs E ~o FIELD WORK ORDER No. C "ET 'O
- E C "D YE oO n n a d. e DISTRIBUTION CODE FDI TASK COMPLETED DATE INTERNAL EXTERNAL
, tuon 1 N c Y- g a g', V2W94- s...-...- 7 EOsL CT MAN A< C fi
* *E LD M AN AGE se _
OeE3 643 (RfV. 4/89)
Foi no. 0257-71067 I (&'. .) GE Nuclear Energy o REVISloN I I Field Dhposition Instruction 2 4 SuEE, o, l l oESCRIPTioN oF TASK III. Material Required (per Paragraph II.A and II.B) QTY. P.L. F. I12D6351 Rev.O Spring, Lower 4 No G. I12D6352 Rev.O Spring, Upper 4 No H. I12D6498 Rev.O Bracket, Upper spring 4 No . I. 112D6353P1 Rev. O Support, Upper 4 No l J ll2D6353P2 Rev. O Support, Upper 4 No ; K. I12D6354 Rev.O Support, Upper 4 No L 112D6355 Rev.O Contact, Lower 4 No M. I12D6505 Rev.O Pin, Clevis 4 No N. I12D6321P1 Rev. O Nut, Top Support 16 No O. I12D6321P2 Rev. O Nut, Top Support 16 No P. I12D6321P3 Rev. O Nut, Top Support 8 No Q. I12D6321P4 Rev. O Nut, Top Support 16 No R. I12D6321P5 Rev. O Nut, top Suppon 4 No S. I12D6322 Rev.O Bolt, Top support 8 No T. I12D6323 Rev. O Nut, Top Support 8 No l U. I12D6324 Rev.O Retainer 4 No l V. 112D6325 Rev.O Spring Retainer 16 No ! W. I12D6496 Rev.O Bolt, Jack 4 No X. I12D6327 Rev.O Sleeve, Jack bolt 4 No Y. I12D6328 Rev.0 Washer, Jack bolt 4 No Z. I12D6497 Rev.O Spring, Retainer 4 No l l AA. I12D6356 Rev.O Support, Mid 4 No l BB. I12D6331 Rev. O Ring, Mid Support 4 No , l i CC. I12D6332 Rev.O Screw, Mid support 4 No i DD. I12D6501 Rev.O Screw, Top Suppon 8 No l EE. I12D6502 Rev.O Coupling, Top Support Bolting 4 No FF. I12D6338P1 Rev. O Latch 4 No GG.112D6338P2 Rev. 0 Latch 4 No I HH.. I12D6357 Rev.O Contact, Upper 4 No II. I12D6358 Rev.O Tie Rod-Spring Assembly 4 Yes JJ. I12D6359 Rev.O Mid Support Assembly 4 Yes l I KK. I12D6360 Rev.O Lower Stabilizer Assembly 4 Yes LL. I12D6489 Rev.O Bolt, toggle 8 No MM. I12D6490 Rev.O Support, Lower 4 No NN. I12D6491 Rev.O Toggle 8 No t 00. I12D6492 Rev. O Pin, Toggle Bolt 8 No PP. I12D6493 Rev.O Washer, Toggle Bolt 8 No ; QQ. I12D6494 Rev.O Nut, Toggle Bolt 8 No I CONTINUATION SHEET
]
NEo 663A (REV. 8/90) l
i j FDINO. 0257-71067 REVISION O ] 3 ' Field Disposition Instruction suEE, o, DESCRIPTION oF TASK l RR. I12D6495 Rev.O Toggle Bolt Assembly 8 Yes SS. I12D6503 Rev.0 Extension, Lower Spring 4 No l TT. I12D6504 Rev.v Pin 4 No IV. Repair Procedure All of the stabilizer installation shall be performed undenvater, All work shall be performed in accordance with Paragraph II.A and II.C. 1.0 Perform a VT-1 examination of the accessible areas of the RPV wall and shroud
+ suppon plates, adjacent to the attachment point for the shroud stabilizer lower support.
2.0 Shroud Head and Shroud Support Plate. Machine the required holes in the shroud head and shroud suppon plates, per II.A. l 3.0 Repair Clamp Installation Install the four stabilizers in accordance with the requirements in Paragraph II. A 4.0 Repair Examination l A visual examination of the completed repair shall be performed. The television camera shall be capable of resolving a .001 inch diameter wire on a neutral gray i background.
- a. Examine each Clevis pin to assure that it is properly located and in contact with the bottom of the slot in the lower spring.
l b. Examine the stabilizer assembly for contact between the RPV i wall and the upper contact, mid support, and lower contacts. l l l
- c. Examine the stabilizer assembly for contact between the shroud l and the upper support and lower spring.
l l l d. Examine all components for installation of retainer devices. l l l NEo 663A (REV. 8/90) CONTINUATION SHEET
)
i
0257-71067 g gg g FOl NO. Revision j { Field Disposition Instruction ,,,,, a o, a \ oESCRIPTioN oF T AsK V. Quality Requirements 1.0 GE site Quality Control Representatives shall provide QC surveillance and document the field work performed, to insure that the requirements of this FDI have been met. All work is to be performed in accordance with GE Quality Assurance Manual QAM-001, Rev. 4 ' 2.0 The following shall be the minimum Quality Control Documentation requirements:
- a. Video tape of the completed repair.
- b. Process documentation and inspection data sheets as applicable. I
- c. As-built dimensions per II.A. /
3.0 The following procedures and supporting documentation shall be submitted to GE l Site QA and Plant Owner (as applicable) for review, and approval obtained prior to use. Previously approved GENE procedures may be used in satisfying the j requirements of this paragraph provided they are approved by the Plant Owner. l l Installation procedures, travelers, or sequence data sheets, measurement a. data sheets, drawings, sketches, instructions, etc. These procedures or travelers shall include cleaning and cleanliness, tool control, machining process, and visual inspection methods.
- b. Hardware certifications.
VI. Safety / Reliability Safety and reliability have been considered in the issue of the design documents this project. The requirements for this design are contained in the Design Specifications 25A5579 and 25A5580. The seismic analysis of the repair is documented in GENE-771-60-0994. The structural analysis of the repair is documented in GENE-771-58-0994 and 25 A5607. The safety evaluation for the repair is contained in 10CFR50.59 Review for Modification P00435. No new safety requirements, reviews or technical .;pecifications are required by this FDI. I NEO 663A (REV. 8/90) CoNTINUATloN SHEET
, a
@ NU M M PL112D6347 REV. 0 SH NO.1 EIS IDENT:
REVISION STATUS SHEET DOCUMENT TITLE UPPER STABILIZER LEGEND OR DESCRIPTION OF GROUPS TYPE: PARTS LIST FMF: PEACH BOTTOM MPL NO: PRODUCT
SUMMARY
SECTION 7 THIS ITEM IS OR CONTAINS A SAFETY-RELATED ITEM YES @ NO O EQUIP CIASS CODE E REVISION l C o RM.o1497 SEP 2 41994 m NF PRINTS TO MADE BY APPROVALS GENERAL ELEGIKIC COMPANY 175 CURTNER. AVENUE D. SMITli 9/16/94 W. G.JAMESON 9/17/94 SANJOSE CALIFORNIA 95125 CIIKD BY: ISSUED gEP 2 41994 D. SMITII 9/16/94 R.J. AlIMANN CONT ON SHEET 2 l l MS WORD (9/3/94) i l m
t FOR: 15. JAMES 9N/JENNIE (RE't!EW ONLY) SECT REV IIILE: UPPE54, S1 Allt L12ER PL 112D6347 A - DESCRIPTION GROUP NUMBER AND QUANTITV A DOCUutNi DOC E C 11EM L U/M SRC ACilON NO. T TVPE NAME IDENilFICAf!ON STA C C G004 ASM x 004 ASSEuDLv U w t, SPRING, UPPER 11206JS2P001 RVW P I 002 DL I A l t. 1120649HPOOI RVW P I U03 DEIAIL DwG BRACnET, UPPfR SPRG 112D6323POOf P 2 004 DETAlt DwG NUT. TOP SUPPORT SPRING, RETAINER 112D6325P001 P 2 005 DETAlt DwG 1120649hP001 RVW P I 0 0 t> DLIAlt UwG BOLT, JACK 112D6327P001 P I 00/ DETAll OwG SLEEVE, JACK 00LT 112063280001 P I OOH DE T All lawG WASHER, JACK 00LT CONTACT, UPPER 11206357P001 RVW P 1 009 DLIAll Dwti 010 DEIAll DwG p"gG,
'Tof
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- DdM/L 112D632tPOO4 P 1 m - Tur ' u rC: - 11206321P003 P 2 Oil DEIAIL DwG Nuo*, 7*of settT v Pld De7 Hit.
.................w A R N N c ................
THE ABOVE PARTS LIST CONTAINS "RVW" OOCUMENTS. THESE DOCUMENTS MUST BE ISSUED PRIOR TO THE ISSUANCE OF THE PARTS LIST OR DE DELETED FROM THE PARTS LIST, (REVIEW ONLY) Sell lit y 2 PL 11206347 A - illP 94 49 lb l ASI 11LM NO. USE D - Ull FINAL SECIlON FINAL
& GENuclearEnergy vt11gossas REV. 0 Su No.1 EIS IDENT: .
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SUMMARY
SECIION 7 I TlIIS ITEM IS OR CONTAINS A SAFEW-RELATED ITEM YES @ NO O EQUIP CIASS CODE P
~
REVISION l C 9 RM-01497 SEP 2 41994 i l l l l l l l l l i PRINTS TO MADE BY APPROVALS GENERAL ELECTRIC COMPANY ! 175 CURTNER AVENUE D. SMITil 9/16/94 W. G.JAMESON 9/17/94 SANJOSE CALIFORNIA 95125 l CHKD BY: ISSUED SEP 2 41%4 D. SMITIi 9/16/94 R.J. AHMANN i CONT ON SIIEET 2
.\1S WORD (9/3/94)
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( 64 E V I L W ONLY) SEC1 14 E V 7 ilit E: S I Alll t IlL H SUPPOHI PL I I 2Lsb34 8 A A DESCRIPTION Y GROUP NUMBER AND QUANTITY
%" DOC E C l 11 M L DOCUMLtiT U/M SHC ACTION NO. 1 IvPE NAML I DE N i l f' I C A f !ON STA CC Gout A5M M 001 ASSEMOLY 1 1206.s$ 3 P001 64 VW P i 002 tst I A l t uwt* UPPER SUPPORT UPPER SUPPORT 11206353POO2 RVW P I 003 DE1 ail DWG 112D6354 POOL RVW P 1 CE 4 DE1 AIL DWG SUPPORT ygp fgf T wfloV DGJ}l/L P 4 DE1 AIL DWG -NU. 'O S u;TO': " 11206321 POOL 005 11206322POOI P 2 006 DE1 AIt DWG BOLT. TOP SUPPORT tt206324POOI P 1 007 DEIAlt DWG RETAINER ll206497P001 RVW P 1 000 DETAll DWG SPRING. RETAINER 11206501POOI RVW P 4 009 OETAll. DWG SCREW. TOP SUPPORT COUPLING, 10P SUPPORT 112D6502 POOL RVW P l DIO DETAlt. DWG JVdQ
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TCPSUf*f e f/MPc7A/L 11206321POO4 P 4 Oni UETAIL DWG E'_'""~!'- 11206321POO2 P 4 012 DETAIL DWG =?, '0" 5 ' " 09 ' NdQ To P SU P T* P/W PW
.................w A R H I N c ................
THE ADOVE PARTS LIST CONTAINS "RVW" DOCUMENTS. THESE DOCUMENTS MUST BE ISSUED PRIOR TO THE ISSUANCE OF 1HE PARTS LISI UH t1E DELETEO F i40M THE PARTS LIST. i (HLVl1 W ONI.V ) St C1 HI V 2 PL 1120634B A 16 tAST ITEM NO. 1151 D 012 t it4At 51C110N FINAL i tip 94 09
f . N GENuclearEnergy PL112D6349 REV.0 SII NO.1 l EIS IDENT . I REVISION STATUS SHEET DOCUNIENT TITLE TIE ROD ASSEN1BLY LEGEND OR DESCRIPTION OF GROUPS 'IYPE: PARTS LIST F M F: PEACH BOTTOM MPL NO: PRODUCT SUN 1 MARY SECTION 7 THIS ITEN! IS OR CONTAINS A SAFETY-RELATED ITEM YES @ NO O EQUIP CIASS CODE E REVISION l C 0 RN1-01497 SEP 2 41994 s PRINTS TO NIADE BY APPROVALS GENERAL ELECTRIC CONIPANY 175 CURTNER AVENUE D. SMITH 9/16/94 W. G. JAhiESON 9/17/94 SAN _ JOSE CALIFORNIA 95125 ) CHKD BY: ISSUED Spp g D. SMITH 9/16/94 R. J. AIINfANN CONT ON SIIEET 2 MS WORD (9/3/94)
o . T FOR: H.JQMESON/JENNIE (REVIEW ONL V) SECT HEV Ill1 E: IIE ROD ASSEMBLY PL 11206349 A - A DESCRIPTION GROUP HUMBER AND QUANTITV 1IEM L DOCUMENI DOC E C IDENTIFICATION STA C C GOO 1 U/M SRC ACTRON NO. T TYPE NAME 001 ASSEMBLY ASM x 001 DETAll DWG ROO. TIE 112D6350POOI Rvw P 1 titlAlt OwG HING. MID SUPPORT 1120633tPOO1 P t 003 004 DE T Alt DwG SCREW. MID SUPPORT 11206332P001 P 1
- ', 11206321POO4 P 005 DEI AIt DwG ' ' ' ^
Eu a a " ' 1 JVUT> TOP SufTWP/MDETR/L eseeeeeeeeeeeeeeeW A H H I N G **************** THE ABOVE PARIS LISI CONTAINS "Hvw DOCUMENTS. TttESE DOCUMENTS MUST DE ISSUED PRIOR TO Yt1E ISSUANCE OF TttE PARTS LI5T OR UL DELETED FHOM Y ttE PART5 LIST. (HEVitW ONtY) St- C l Ht V LAST llEM NO. Utt D - 005 I I t4 A L SECTION FINAL 2 PL 112D6349 A t l>P 94 09 16
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- O GENuclearEnergy vt112osass REV.0 SH so.1 ;
EIS IDENT: REVISION STATUS SIIEET ; DOCUMENT TITLE TIE ROD - SPRING ASSEMBLY t LEGEND OR DESCRIPTION OF CROUPS TYPE: PARTS LIST FMF: PEACH BOTTOM MPL NO: PRODUCT
SUMMARY
SECTION 7 i THIS ITEM IS OR CONTAINS A SAFE 1Y-REIATED ITEM YES @ . NO O EQUIP CIASS CODE E REVISION l C 0 RM-01497 SEP 2 41994 i i l l j 1 l i I PRINTS TO MADE BY APPROVALS GENERAL ELECTRIC COMPANY l 175 CURTNER AVENUE D. SMITH 9/16/94 W. G. JAMESOE 9/17/94 SANJOSE CALIFORNIA 95125 CHKD BY: ISSUED OEP 2 4 7994 D. SMITH 9/16/94 R.J. AHMANN CONT ON SHEET 2 MS WORD (9/3/94)
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FOR: U . J AML 50t4 / J E NN I E (HEVIEW ONLV) SECT Htv ilit t: Ilt HOO SPRING A55Y PL 1t2063b8 A - DESCHIPTION GHOUP HUMUER AND QUANitTV A DOC E C 11(M L dot tiMt N T U/M SHC ACTION NO, 1 TYPE NAME IDENilFICATION STA C C 6001 ASM x 001 ASSEMBLY 112Dti35 I POU 1 HVW P I 002 DEiAIt DwG SPRING. LOWER 1120b360Guut HVW P i 004 ASSEMUL Y LOWER STABILIZER gs T DETAIL DwG y'U' , TbP
"' ' Set P C;;
. , . ;- T w h^l DATA /t.
i12D6321POUS P 1 004 If2D6349GOOI RVw P I 005 ASSEMBLY TIE ROD ASSEMBLY 11206503P001 RVW P t 006 DEIAIL DwG EXTENSION, LOWER SPRING It206504POO2 RVW P 1 007 DETAIL OwG PIN e,eeeeeee********W A R H I N G **************** THE ABOVE PARTS LIST CONTAINS *RVW" DOCUMENTS. THESE DOCUMENTS MUST BE ISSUED PRIOR TO THE ISSUANCE OF THE PARTS LIST OR BE DELETED FROM THE PARTS LIST. (HEVIFW ONt v ) SH 1 Ht V 2 PL i12063S8 A 16 tAST ITEM NO. USED - 007 FINAL SECTION FINAL t tip 94 09
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h GENuclearEnergy I)L112D6359 REY. 0 SII NO.1 EIS IDENT: REVISION STATUS SHEET l DOCUN1ENT TITLE hilD SUPPORT LEGEND OR DESCRIPTION OF CROUPS 'IYPE: PARTS LIST Fh1F: _ PEACH BOTTOh! h1PL NO: PRODUCT SUhlhiARY SECTION 7 l TlllS ITEh! 15 OR CONTAINS A SAFETY-RELATED ITEh! YE.S @ NO O EQUIP CLASS CODE P REVISION l C 0 Rht-01497 SEP 2 41994 l l l r PRINTS TO
.\ LADE BY APPROVALS GENERAL ELECTRIC COh1PANY 175 CURTNER AVENUE D. Sh!!T H 9/16/94 W. G. JAh1ESON 9/17/94 SAN JOSE CALIFORNIA 95125 CHKD BY: ISSUED l SEP
, 2 4 1994 D. Sh!ITli 9/16/94 R._J. AhNIANS CONT ON SHEET 2 l
.\tS WORD (9/3/94) l l
l
=
FOR: B.JAMESON/JENNIE (REVIEW ONLV) SECT REV TITLE: MID SUPPORT ASSEMBLY PL 112D6359 A - DESCRIPTION GROUP NUMBER AND QUANTITY A ITEM L DOCUMENT DOC E C IDENTIFICATION STA C C GOO 1 U/M SRC ACTION NO. T TVPE NAME ASM X 001 ASSEMBLY DLiAIL DwG SUPPORT, MID 112D6356POO1 RVW P 1 002 003 DE1 AIL DWG LATCH 11206338POO2 P 1
*****************W A R N I N G ****************
THE ADOVE PARTS LIST CONTAINS "RVW" DOCUMENTS. THESE DOCUMENTS MUST DE ISSUED PRIOR TO THE ISSUANCE OF THE PARTS LIST OR DE DELETED FROM THE PARTS LIST. 5 (REVIEW ONLY) SECT REV 2 PL 11206359 A - ( tsp 94 09 16 LAST ITEM NO. USLD 003 FINAL SECTION FINAL
r . Y GENuclearEnergy vt112ossso REV. 0 Sn No.1 EIS IDENT: REVISION STATUS SIIEET DOCUMENT TITLE LOWER STABILIZER LEGEND OR DESCRIPTION OF GROUPS 'nTE: PARTS LIST FMF: PEACH BOTTOM MPL NO: PRODUCT
SUMMARY
SECTION 7 TlllS ITEM IS OR CONTAINS A SAFE'IY-REIATED ITEM YES @ NO O EQUIP CIASS CODE E REVISION l C 0 RM-01497 2 4 IS94 m 4 . l PRINTS TO MADE BY APPROVALS GENERAL ELECTRIC COMPANY 175 CURTNER AVENUE D. SM fl iI 9/16/94 W. G.JAMESON 9/17/94 SANJOSE CALIFORNIA 95125 CIIKD BY: ISSUED D. SMITII 9/16/94 R.J. AHMANN 04 CONT ON SHEET 2
.\!S WORD (9/3/94) i l
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4 % FOR: H.JAMESON/JENNIE TITLE: LOWEH STABILIZER (REVIEW ONLY) SECT REV PL 112D6360 A - A DESCRIPTION GROUP t4 UMBER AND QUANTITY ITEM L DOCUMENT DOC E C NO. T TYPE NAME IDENTIFICATION STA C C G001 U/M SRC ACTION 001 ASSEMBLY ASM X 002 OLIAll OWG CONTACT, LOWEH 112D6355POO1 HVW P 1 003 DETAIL DWG LATCH 11206338 POOL P I
*****************W A R N I NG ****************
THE ABOVE PART5 LIST CONTAINS "RVW" DOCUMENTS. THESE DOCUMENTS MUST BE ISSUED PRIOR TO THE IS5UANCE OF THE PARTS LIST OR BE DELETED FROM THE PARTS LIST, (REVIEW ONLY) SECT REV LAST ITEM NO, USED - 003 FINAL SECTION FINAL 2 PL 112D6360 A - EDP 94 09 16
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,h GENuclearEiwyy PL112D6495 REV. 0 SH NO.1 EIS IDENT:
REVISION STATUS SHEET DOCUMENT TITLE TOGGLE BOLT I.ECEND OR DESCRIPTION OF GROUPS TYPE: PARTS LIST FMF: PEACH BOTFOh! A MPL NO: PRODUCr
SUMMARY
SECTION 7 THIS ITEM IS OR CONTAINS A SAFETY-REIATED ITEM YES @ NO O EQUIP CLES CODE E REVISION l C 0 RM-01497 $FDofig i i l t t I l i
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l l PRINTS TO MADE BY APPROVALS GENERAL ELECTRIC COMPANY 175 CURTNER AVENUE D. SMITII 9/16/94 W. G.JAMESON 9/17/94 SANJOSE CALIFORNIA 95125 CilKD BY: ISSUED SEP 2 4 yb CONT ON SHEET 2 D. SMITH 9/16/94 R.J. AHMANN MS WORD (9/3/94) I
FOR: D.JAMESON/JENNIE
- TITLE: LOWER STADIL!2EH (REVIEW ONLV) SECT REV PL 11206495 A -
l A DESCRIPTION % GROUP NUMBER AND QUANTITV ITLM L DOCUMENT l' j DOC E C NO, 1 TVPE NAME I D E t4 ttlCATION STA C C GOO 1 U/M SRC ACTION 001 ASSEMBLY ASM X 002 DETAIL DwG BOLT, TOGGLE 11206489P001 RVW P 1 003 DETAIL DwG TOGGLE 11206491P001 RVW P 1 004 DETAIL DWG PIN, TOGGLE BOLT 11206492POO1 RVW P 1 005 DETAIL DWG PIN 11206504P001 RVW P 1
.................W A R N ! H G ****************
THE ABOVE PARTS LIST CONTAINS "Rvw" DOCUMENTS, THESE DOCUMENTS MUST BE ISSUED PRIOR TO THE ISSUANCE OF THE PARTS LIST OR BE DELETED FROM THE PARTS LIST, I l (REVIEW ONLY) SECT REV FINAL SECTION FINAL 2 PL 11206495 A - EDP 94 09 16 LAST ITEM NO. USED - 005
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REV 0 REVISION STATUS SHEET DOCUMENT TITLE REACTOR LEGEND OR DESCRIPTION OF GROUPS TYPE: PARTS LIST FMF: PEACH BOTTOM 2 MPL ITEM NO: PROD. S om u), Ser7- 7 REVISIONS C 0 N 1490 SEP 2 41994 I l PRINTS TO DEPT LOCATION MADE BY APPROVALS DB DRENDEL 9/23/94 GE NUCLEAR ENERGY SAN JOSE M. VALENCIA 9/22/94 HK BY CONT ON SHEET 2 SH.NO.1 PROD DEF SEP 241994 L. FRENCH 9/23/94 RJ AHMANN
FOR: M.VAtENCIA/JG (REVIEW ONLY) SECT REN II It t : HLAllOR PL 105E1455 A - e DESCRIPTION GROUP NUMBER AND QUANTITY v A lifM L DOCUMLN! DOC E C IDEH11FICAllON STA C C GODI G002 G003 G004 G005 U/M SRC ACTION f NO. Y IVPE NAME ASM X 001 ASSEMBLY 105E1455GUO2 RVW P l 002 A S SE Mill v REACTOR ASM X ASSEMBLV AbblMUty REACTOR 105E1455 GOO 3 RVW P 1 UUJ ASM X ASSEMBLY RLACf0R 105E1455G004 RVW P 1 UU1 ASSLMULv ASM X ASSEMULY RLACTOR 105E1455G005 RVW P 1 005 A55EMutv ASM X ASSEM6tV ll2D6350 GOO 1 RVW P 1 I I I U U ts A35LMDI y i!L HOD SPRING ASSV 11206348 GOO 1 RVW P 1 1 1 I out ALSEMut v SIADILIZER SUPPORT MID SUPPORT ASSEMBLY 11206359G001 RVW P 1 1 1 1 0 04% AS5L Mut Y 11206320 POOL P I I i 1 009 DLlAIL Dwb PIN, CLEVIS UPPER. STABILIZER 11206347G001 RVW P 1 1 1 1 UlO A5dEMut Y 112D6490 HVW I 1 1 1 Oil DETAll DwG SUPPORT. LOWER Nul, ill ROD 11206313POO1 P 1 1 1 1 012 UEIA1L DwG D50VPS B X 013 mal &PROL DOC THRLAD LUDRICANT 014 A55LMULv
"[06Gl6 L:"" fot.r Li M 11206495G001 RvW 2 2 2 2 ll206493POO1 RVw 2 2 2 2 Olb DL I A ll Dwta WASHER, TOGGLE BOLI 11206494POU1 RvW 2 2 2 2 Olb UL 1 AI( DwG NU1. IOGblE 80LT
*****************W A R H I N G ****************
THE ABOVE PART5 LIST CONTAINS "RVW" DOCUMENTS. THESE DOCUMENTS MUST DE ISSUED PRIOR TO THE ISSUANCE OF THE PARTS LIST OR BE DELETED FROM THE PARTS LIST. (REVIEW ONLY) SECT REV FINAL SECTION FINAL 2 PL 105El455 A - L LDP 94 09 19 LAST liEM NO. USED - O t ti
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