ML20091R238
| ML20091R238 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 06/06/1984 |
| From: | Kinne J CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | Hanne G STONE & WEBSTER, INC. |
| References | |
| CIO-0064, CIO-64, NUDOCS 8406150044 | |
| Download: ML20091R238 (3) | |
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ENF File (Ol To:
Stone & Webster.CIO Transmittal No: CIO- 0064 PO Box 1963 Date:
June 6, 1984 Midland, MI 48640 i
Attention: George Hanne The documentation listed below _ is provided herewith, L was previously provided on 6-5-84
- as requested by George Hanne Documentation
Description:
Nonconformance Report - A-00154 i
CIO has x has not been placed on routine transmittal for the described documentation.
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fignature' CC RJCook,' NRC Site (w/a, unless voluminous)
JJHarrison, NRC Region III (w/a, unless voluminous)
DDJohnson, SMO (w/o)
JUN 111934 JGKeppler, NRC Region III (w/a, unless voluminous)
BHPeck, SMO (w/o)
WIReichel, SMO (w/o)
RAWells, MPQAD (w/o)
CMThompson - File 24.2 (w/a, unless voluminous) 8406150044 840606
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A-00154 1
MIntaan raoJzcT 17 ante Is5 urn is rey QUALITY ASSURANCE nzrARMDET NotlCONFORMANCE REPORT April 23, 1984 0
19 ORIGINAL 1 IIEn LOCATIm l
Metal Decking l
z ITEN ORAWIliR/PART NO.
3 ITIM PART NAE 4, IT D SERIAL N0.
Various Expansion Anchors N/A 5 ITEM OE3CUPTION l
Expansion Anchors in Metal Decking.
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7 9 DISPECTION RECmD 30.
LGE 30.
REY NO.
10 RESP m3IBLE OREANIZATICBI l
N/A N/A N/A Project Engineering 11 NGE;GrtmeAEE DISCOVERED DURINE:
O DESIGN O RECEIVINE O ConsT D eriratr Pm INSPECT O PCsT InsPa r O nNoiOvER O pasi Tum 0vER O @'
OF" O cvERInsPECT TUR VER 12 REquIncexT l
Spec. C305(Q). Table 4.1 requires that expansion anchors are installed to the proper toraue load and shall meet the minimum specified dispaacement length (draw up).
13 N m Conr u sinR u Where ancho s are installed in the valley of the decking--dry pack grout was allowed to harden prior to the torqueing of the anchors to the required installation torque load.
It was discovered that the anchors are not " drawn up" to the required minimum displacement at the installation torque load.
C o ( fP aln m NG CRIGINATIE 14 I ATE D
15 NCR Y (OISCIPLINE)
CPCo Site Engineering 21 LOCATION OF H0t.D TAGS O IRREETd 0F NIMA TAE5 (IF APPLIED)
O5 YU 22 PUTOITIAL 50.55(e) 24 ACTION ITEN NO.
26.ITDI PRIORITY C00E NO.
28 NCR REVIEWED ST:
Em
@m 507023 l
M. 4-Zf M hwb l
22 REPORTED TO 19414 MNAGER 25 OISCIPLINE:
27 TRENO CODE DATE:
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,I-F-2M/1A (Rev 1) 1
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e O CAUSE E PROCESS CORRECTIVE ACTIM, YE3 50 QAR NO.
31 RECONSDED DISP 05m0R 32 CONDm0RAL REHASE RDORK Q SC AP/nEaEcr aEPAIR uSE 45 Is rEs O no 3IA AGDITIonAL INFORMATI S JJ DISTRIWTICE FOR ACTICE 34 OISP051 bog esserner PROJECT FIELD EMINES DATE MPQAg crurtamararv OATE PFQCE (ASE )
OATE PQAE (ASE )
DATE LEAD DESIGN ORE DATE CP Ca SM (for turned over systems)
DATE A.N.I. (AS E )
CATE 35 DISPOSITION ACTION TAKER 36 NETHOD OF DISPOSITI m ACTT m YERIFICATI M 37 NCR C1.05ED ST RE5 ult OF O!5P05ITION ACTIM YERIFICATION IF UNACCEPTABLE, REstENCE ACCEPTABLE O unACCEFrAsLE
" 2 " '" "
PPoAo DATE A.N.I. SSM i nATE
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