ML20091R238

Forwards Nonconformance Rept A-00154 Re Expansion Anchors in Metal Decking

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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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:

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22 REPORTED TO 19414 MNAGER 25 OISCIPLINE:

27 TRENO CODE DATE:

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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

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PPoAo DATE A.N.I. SSM i nATE

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