ML20116L282
| ML20116L282 | |
| Person / Time | |
|---|---|
| Site: | Point Beach  |
| Issue date: | 01/16/1985 |
| From: | EDERER, INC. |
| To: | |
| Shared Package | |
| ML20116L245 | List: |
| References | |
| EDR-1-ERR, EDR-1-R03-ERR, EDR-1-R3-ERR, TAC-57641, TAC-57642, NUDOCS 8505030558 | |
| Download: ML20116L282 (11) | |
Text
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EDERER E alBin UI IMASHINGTENi INCOAPQRATED caANES l
APPENDIX C SUPPLEMENT TO GENERIC LICENSING TOPICAL REPORT EDR-1
SUMMARY
OF PLANT SPECIFIC DATA j
SUPPLIED BY APPLICANT FOR WISCONSIN ELECTRIC POWER COMPANY POINT BEACH NUCLEAR PLANT AUXILIARY BUILDING CRANE P.O NO. B-lSl66-S EDERER S.O. NO. F-1440 REVISION 3 I/16/85 i
Prepared:
Holloran Ass iot9s Cheched:
(Mffft)(h9 de or ated Reviewed:
As/f/
Qu
~~
sorance Monger E r corporated
[ Chief Engineer #I b ' ['2-fff Approved:
j Ederer Incorporated hh D
P 2925 FIRST AVENUE SOUTH. BOX 24708, SEATTLE, WA GB124 (206) 622-4421
- TWX: 910-444-2211 l)
Revision 3 1/16/85 EDR-1 APPENDIX C SUPPLEMENT
SUMMARY
OF PLANT SPECIFIC DATA SUPPLIED BY APPLICANT FOR POINT BEACH NUCLEAR POWER PLANT AUXILIARY BUILDING CRANE MODIFICATIONS TABLE OF CONTENTS AND REVISION STATUS Description Page No.
Revision Title Page i
3 I/16/85 Table of Contents and Revision Status 11 3 I/16/85 Topical Report Section
'lli.C(C.I.b) 1 3 1/16/85 lil.C(C.I.b(3))
1
- lil.C(C.I.b(4))
lil.C(C.4.d) lil.C(C.I.c)
I lil.C(C.I.d) 2 I 8/5/83 lil.C(C.l.e) 3 I 8/5/83 Ill.C(C.I.f) 3 Ill.C(C.2.a) 3 4
I 8/5/83 lil.C(C.2.b) & lil.E.4 4
Ill.C(C.2.c) 4 l
lil.C(C.2.d) 5 3 1/16/85 11l.C(C.3.b) 6 2 I/3I/84 lil.C(C.3.1) 6 Ill.C(C.3.t) 6 Reg. Guide 1.104 (C.3.u) 7 0 4/20/83 Reg. Guide 1.104 (C.4.o) 7 Reg. Guide 1.104 (C.4.b) 7 Reg. Guide 1.104 (C.4.c) 7 Reg. Guide 1.104 (C.4.d) 7 Reg. Guide 1.104 (C.S.d) 8 3 I/16/85 I
Drawing "A" 9
3 I/16/85 Lk--
s Revision 3 1/16/85 Page C-l EDR-l APPENDlX C SUPPLEMENT
SUMMARY
OF REGULATORY POSITIONS TO BE ADDRESSED BY THE APPLICANT FOR POINT BEACH NUCLEAR POWER PLANT AUXILI ARY BUILDING CRANE MODIFICATIONS Topical N
- "Y Report Information to be Provided
. Specific Crane Data Section Ill.C (C.I.b(1))
1.
The extent of venting of closed -
1.
Closed box sections are not vented since box sections.
the auxiliary building that houses the crane is not pressurized.
C.I.b(3) lli.C (C.I.b(3))
1.
The nondestructive and cold I.
The existing crane bridge, including all C.I.b(4) lli.C (C.I.b(4))
proof testing to be performed on accessible structural welds, will be visually C.4.d Ill.C (C.4.d) existing structural members for inspected by a competent structural which satisfactory impact test engineer. Visual indications of structural data is not available.
degradation of the existing bridge will be investigated further by the appropriate nondestructive examination techniques.
C.I.c ill.C (C.I.c) 1.
The extent the crane's struct-1.
The crane structures are qualified for both
- ures, which are not being Operating Basis Earthquake and Safe Shut-replaced, are capele of meeting down Earthquake while supporting the the - seismic requirements of maximum critical load.
Revision i 8/S/83 Page C-2 EDR-l APPENDIX C SUPPLEMENT
SUMMARY
OF REGULATORY POSITIONS TO BE ADDRESSED BY THE APPLICANT-FOR POINT BEACH NUCLEAR POWER PLANT AUXILI ARY BUILDING CRANE MODIFICATIONS Topical I[Y Report Information to be Provided Specific Crane Dato r
Section C. I.d lil.C (C.I.d) 1.
The extent welds joints in the 1.
Nondestructive examinations of the exist-crone's structures, which are not ing bridge structure were not required by existing regulations at the time of bridge being
- replaced, were non-destructively examined, and construction. However, the bridge struc-ture has been derated from 130 Tons to 125 Tons, the X-SAM system provides addition-of overload protection, and the inspections of the existing structure described in C.I.b(3) above are adequate to ensure the l structural integrity of the existing bridge.
t l
f I
2.
The extent the base material, at 2.
The weld joint geometries used -in the joints susceptible to lamellor existing bridge structure are not con-teoring, was nondestructively sidered to be susceptible to lamellor
- examined, teoring.
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f l
m,
.e c
s.
~, _ -
s w
r
Revision I 8/5/83 Page C-3 EDR-l APPENDIX C SUPPLEMENT
SUMMARY
OF REGULATORY POSITIONS TO BE ADDRESSED BY THE APPLICANT FOR POINT BEACH NUCLEAR POWER PLANT AUXILI ARY BUILDING CRANE MODIFICATIONS Topical
[Y Report information to be Provided Specific Crane Data
'9 Section C.I.e Ill.C (C.I.e) 1.
The extent the crone's struct-1.
The crone was not used for any major ures, which are not being re-construction lif ts and has been de-rated placed, are copoble of withston-from 130 Tons to 125 Tons. All post and ding the fatigue effects of cyclic projected use of the crone, at a maximum looding from previous and pro-looding of 125 Tons, is well within the jected usoge, including any con-cyclic looding copobility of the existing struction usoge.
crone structure.
C.I.f Ill.C (C.I.f) 1.
The extent the crone's struct-1.
The material thicknesses of the existing ures, which are not being re-bridge structure are such that parograph placed, were post-weld heat-Ill.C (C.I.f) of EDR-l does not require treated in accordonce with Sub-post-weld heat-treatment.
orticle 3.9 of AWS D I.1,
" Structural Welding Code."
l C.2.0 lli.C(C.2.0) 1.
Provisions for accomodating or 1.
The existing hoist control system includes preventing load motion following phase failure protection that shots the o loss of one electrical phase.
crone down if one phase fails.
9
r m
Revision 1 8/5/83 l
Poge C-4 EDR-I APPENDIX C SUPPLEMENT
SUMMARY
OF REGULATORY POSITIONS TO BE ADDRESSED BY THE APPLICANT FOR POINT BEACH NUCLEAR POWER PLANT l
AUXILI AR'/ BUILDING CRANE MODIFICATIONS I
Topical Regulatory Report Information to be Provided Specific Crone Data Position Section C.2.0 111.B.2.0 2.
Provisions for ensuring proper 2.
The existing hoist control system includes functioning of hoist and travel phase reversal protection that shots the l
limits following a phase reversal.
crone down if a phase reversal occurs.
C.2.b lli.C (C.2.b) 1.
Provisions for accommodoting 1.
Administrative procedures will be used to Ill.E.4 the lood motion and kinetic ossure that a minimum of.5 foot of clear-energy following a drive train or once is maintained between the main wire rope failure when the load hoist's loods (I foot _ for auxiliary hoist is being traversed and when it is loods) and. surfcces that connot withstand being raised or lowered.
the kinetic energy associated with.5 inch of free fall of the food involved (2 inches for auxiliary hoist loods).
The surfoces, which will support the lood, are designed to l
withstand a minimum of.5 inch of free fall l
of the main hoist's maximum critical lood or 2 inches of the auxiliary hoist's maximum critical lood, os applicable.
C.2.c ill.C (C.2.c) 1.
Location of safe loydown areas I.
Drawing "A" shows the loydown oreos that for use in the event repairs to con be used in the event that repairs to the the crone are required that con-crone are required that cannot be mode not be made with the lood with the food suspended.
suspended.
L
Revision 3 I/16/85 Page C-S EDR-1 APPENDlX C SUPPLEMENT
SUMMARY
OF REGULATORY POSITIONS TO BE ADDRESSED BY THE APPLICANT FOR POINT BEACH NUCLEAR POWER PLANT AUXILIARY BUILDING, CRANE MODIFICATIONS e*
Topical
'Y Report y,, Information' to be Provided Specific Crone Dato p
Seqtion.
~,
,4.,4 1.
The replacement trolley components will C.2.d '
lil.C (C.2.d) 1.
Size of, replacement components
~
be brought in through the Auxiliary Build-that con be brought into the building for repair of the crone ing ) Building Truck, Access, which means without having to break ; its that any trolley component con be brought integrity, in to the Auxiliary Building if needed for crane repairs.
i i
7
-* d j' 2.
Location ~ of area where repair 2.
Repair Wk, involving jheavy g lif ts by j
work con be occomplished on the non-single failure prodrequipment, con be crene without offecting the safe safelhoecomplished on the crone when it.is
~,
sNi-down capability of the positianed over the areas shown in Orowi%r l
s reactor, and "A."
There are no nuclear safety restrici; e tions on crone repairs that do not involve J i
handling heavy components.
i 4 3.
Any limitations on reactor 3.
There are 'no limstotions on reactor opero-operations that would result tions that would result from crone repairs.
from crone repairs.
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e
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's 6 i
- =- - - - -
Revision 2 1/31/84 Page C-6 EDR-l APPENDIX C SUPPLEMENT
SUMMARY
OF REGULATORY POSITIONS TO BE ADDRESSED BY THE APPLICANT FOR POINT BEACH NUCLEAR POWER PLANT AUXILIARY BUILDING CRANE MODIFICATIONS
'Y p
e rt section Information to be Provided Specific Crane Dato C.3.b lil.C (C.3.b) 1.
The design margin and type of I.
lif ting devices that are attached Each lif ting device attached to the hook to to the book to carry critical
~
carry critical loads will support a load loads.
three times the load (static and dynamic) being handled without permanent deformation.
C.3.i lil.C(C.3.i) 1.
The actions taken to limit crane C.3.p 1.
operating speeds to the maxi-The existing crane controls limit the maxi-mum speed during hoisting and trolley mums recommended by CMAA
- 70.
travel to the recommendations of the 1975 Revision of CMAA //70.
Administrative controls will be imposed to limit the maxi-mum bridge travel and load lowering speeds to the maximums recommended by the 1975 Revision of CMAA #70.
C.3.t Ill.C (C.3.t) 1.
The extent construction require-1.
The construction requirements for the ments for the crane's structures, which will not be replaced, are crane were the same as for plant service.
more severe than those for per-monent plant service.
2.
The modifications and inspec-2.
No special modifications tions to be accomp,lished on the or inspec tion crane following construction use, were required when the crane was cons which was more severe than verted from construction use to permanent plant service, since the requirements for those for permanent plant service.
both types of service were the same.
Revision 0 4/20/83 Page C-7 EDR-l APPENDIX C SUPPLEMENT
SUMMARY
OF REGULATORY POSITIONS TO BE ADDRESSED BY THE APPLICANT FOR POINT BEACH NUCLEAR POWER PLANT AUXILIARY BUILDING CRANE MODIFICATIONS i
l Topical os.
Rep rt Inf rm tion to be Provided Specific Crone Data Section l
C.3.u 1.
The extent of installation and I.. The installation and operating instructions operating instructions.
will be updated by Ederer to fully comply with the requirements of section C.3.u cf Regulatory Guide 1.104 and Sections 7.1 and 9 of NUREG-0612.
C.4.0 1.
The extent of assembly check-1.
Prior to handling critical foods, the crone C.4.b out, test procedures, lood testing will be given a complete ossembly and C.4.c and rated lood marking of the operational checkout by Ederer, and then given a no food test of all motions in C.4.d crane.
occordance with updated procedures pro-vided by Ederer. A 125% static load test and a 100% performance test will also be performed at this time in accordance with updated test procedures provided by Ederer. A two blocking test will be per-formed by Ederer prior to delivery of the crone per Topical Report EDR-l.
The maximum Critical Load is plainly marked on each side of the crone.
Revision 3 1/!6/85 Page C-8 EDR-1 APPENDlX C SUPPLEMENT
SUMMARY
OF REGULATORY POSITIONS TO BE ADDRESSED BY THE APPLICANT FOR POINT BEACH NUCLEAR POWER PLANT AUXILIARY BUILDING CRANE MODIFICATIONS Topical Reg o ory Report information to be Provided Specific Crane Data p9 (
Section C.5.d Ill.C (C.5.0) 1.
The extent the procurement 1.
The procurement documents for the exist-documents for the crane's struc-ing bridge structure did not invoke fores, which will not be replac-10CFR50 Appendix B, since the bridge was ed, required the crone manufoc-built prior to the issuance of this federal turer to provide a quality assur-regulation. However, the bridge was built once program consistent with to the crane manufacturer's quality control the pertinent provisions of Reg-and assurance review process in effect of ulatory Guide 1.28.
the time of construction.
This review covered such items os visual, dimensional, and cleanliness inspections and personnel qualification.
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K Denotes location of safe laydown area for use in the event repairs to the crane are required that cannot be made with the load suspended and location
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of area where repair work can be accomplished on the crane without affecting 1
the safe shut-down capability of the reactor.
1
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