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Change Notice 001 to Rev 1 to Instruction QI-045, Reinsp Procedures for Structural Steel
	ML20206P702
Person / Time
Site:	Comanche Peak
Issue date:	10/23/1985
From:	; EVALUATION RESEARCH CORP.
To:	;
Shared Package
ML20206P504	List: ML20206P499; ML20206P647; ML20206P679; ML20206P702;
References
	FOIA-86-380, FOIA-86-A-118 QI-045-01, QI-45-1, NUDOCS 8608270292
	Download: ML20206P702 (9)
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, EVALUATION RESEARCil CORPORATION I

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h. .k L COMANCilE PEAK RESPONSE TEAM QUALITY INSTRUCTION FOR SPECIFIC ACTION PLAN VII.c CllANGE NOTICE 001 INSTRUCTION NO.: QI-045

, __ REVISION NO.: I ISSUE DATE: 10/23/85 i

i REINSPECTION PROCEDURES FOR STRl'CTURAL STEEL j

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! , The QI identified above is hereby changed as

ishown on the attached pages~of this notice. l 1

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Prepared by: < .' Y, -)/ Datc: AA//*."* #8# i

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Issue Coordinator Approved by: /: g/ ' tis i Date: __ /8 - 4. F.

3 On-Site QA Fepresentative t'600270292 860826 PDR' FOIA ;

GARDE 86-A-118 PDR '

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. Approved by: Date /0 3 # #>

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QA/pC Review Team Leadhr [ /.

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y!-045 Rev. I

1. Hevise Paragraph 5.HI to read:

UI. Location i

Verify that the location of the connectton component work points, other than bolts / anchors and/or ucids (see secttons H4 through B7) relative to the memt.cr, is within 1/8" of the location specified on the denign drawings.

2. Revise Paragraph 5.B2 to read:

B2. Size Verify that the connection components, other than bolts / anchors and/or velds (see sections B4 through B7) are as specified on the design dtavings. For structural shapes and plate use the nominal dimensions and the standard mill tolerances listed in References 3.3 and 3.4 Components cut -

f rom stock st.all have a tolerance of ! 1/8" for length and width and + 1/8", -0 for thickness.

3. Add Paragraph 5.P6 d):

d) Verify that the location of the Richnend hsert(s) is within 1/8", relative t o, t he membe r , to the location specified on the design drawing.

. 4 Add Paragraph 5.B6 e) u w p..e%e ,tf .,dg- dietsud;, oma uc d fiu.. t he o .it

uf i ne Richmond Insert (s) is equal to or greater than tl.c dimensions specified on the design drawings. Should a dinension not be specified, the minimum edge distance (s) specified in section 1.16.5 of Reference 3.4 shall be followed.

5. Add Paragraph 5.B7.7: '

H7.7 Configuratinn a) Verity that the location of the Ili t t f (s) is within 1/8", relative to the member, to the location cpecified and the design drawing.

b) Vcrify that the edge distance, measured from the center of the 1111t1, is equal to or greater than the dimensions specifled on the design drawings. Should a dimension not be specified, the minimum edge distance (s) specified in section 1.16.5 of Reference 3.4 shall be followed.

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change Notfre Cr*

Ql-045 Rev. I

6. Add Paragraph 5.B9:

I E9. Grout Verify, visually, that grout is installed when specified on the design drawings.

7. Revise Paragraph C2 to read:

1 C2. Size Verify that the size of each component is as shown on the design drawing. Use the nominal dimensions and the standard mill tolerances listed in Reference 3.3. of 3.4 for member size comparison. For. items . cut from stock the tolerance for width and/or length shall be 11/8" and 4 1/8", -0" for thickness.

8. Revise Note 1 to read:

1. Design drawings shall include; the C&H drawings and associated open design changes. Vendor and/or B&R erection /sbop drawings, when included in the reinspection package, are for reference and for dimensions and details not shevn on the design drawings. Should a conflict exist between the design drawings and the vendor /B&R drawings, the design drawings

( shall govern. ~

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9. Revise Attachment 6.1 to read as folluws:

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Attachment 6.t 9 I-Ot. 5 Rev. l' Page 1*of 6 I

i CONANCitE PEAK RESPONSE TEAM CBECILIST POPULATION 005G VLR!f1 CATION PKG.NO.

I

$3UCTURA!. STEEL I-5-STIL PACE 10F 6 --

QUALITT INSTRUCTION g g .og,$ h RIlh$FECTION O u"tr t l LQUlritLNT ttAAK/ TAG NO. O ooccxorritto" arvto' ""tr 2 i O coaao" VERITICATION I

ACCEPT KEJECT DATE l ,

N/A Infca tton H< ader j

t A1) location

_ _ A2) Stre in t o rt-a t ion Only 1

A3) P.aterial Ident -

N/A -w Attacheent 6.12 l

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g AI.) Eengtb A51 Orientation - .. . . - -. .

to) .titerations N/A Infe tuation He a.de r '

a) location i

b) Size ,

. t j c) 1.imit of Alteration I 3 d) Pe-entrant Co rne r s

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4 e) Cuts and Roles

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! FREFAAG ST: AFFE0VkD ST:

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DISCIPt.1NE ENGR. D A T r. t.EAD DISCIPLINE ENGR. DATE -.

l IN5PLu LD BT APPROVG SY j t u rcaun DATE CLAD INSPECTOR DATE .u 1

j CFF-001.lA. Revision 0

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C.7an o a Nor4e, en-

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Ayrachnent 6.1

QI-045 Rev. 1, I

COMANCHE PEAK RESPONSE TEAM CHECKI.IST

% PL,h TION CESC VERIFICATICN FKC NO.' ,

STRUCTI*RAL STEEL I-S-STEL '

PACE 0F VERIFICATION A m !B m ACCEPT' REJECT DATE B Connectics N/A I formaticn Reader s

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81) location ' ,

B2) Size .

_ B3) orientation

, B4) Velds N/A 1 1focuaticn Raader a) locatien '

l 2 b) Veld Sire i c) Veld Leneth di Fusien 4

el Craters f) Veld Profiles -

r) Undereut _ _ _ _

h) Poro sity

1) th c ela o

) Surface Slae k) Cracks

1) Velder ID Sv=bol -

N/A -

Inf o rma t c a Only

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Attachment 6.3

35) S t ruc tural Boltine N/A Informaticm Header

l a) Bolt Diaceter b) Material c) Ouantity d) Vashers' e) Beveled Vashers C?? 'OL.18, Revision 0 i

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<,- w,-~m, , - - - - - >

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t CDAL!ge .. ;,0 s e- 001 Attachcent 6.1 01-045 9 Rev. 1-r CCPXtC3E ?!AK RES?ONSE TI.W C7.EC:C.:ST 4

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, ?OPLlI.ATION DESC VEti?ICATICN ?KG !Q.

STRUCTURAL STEEL ? ACE 3 CF 6 I-S-STEL VIRIFICATION ACCI?T REJECT DATI

, f) Hole Coverage

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g) Jam Nuts h) Thread Engagement

1) Edge Distance t

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?) Tighteu1ns- l l t l {

k) Bearine ,

! i ; i 1 i 1) Spacing i i 1

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9 g m) Configuration

26) Richmand

. . - i Insert: l N/A Ynformatibn Header l a) Thread Engagement b) Tightness l l I'

c) '=asher l t

d) location t r

e) Edge Distance B7) Concrete Expansion Anchors N/A : nformati m Header B7.1 Size and Number a)' Diameter 1

4 b) Type, Length.

Number '

B7.2 Embedmenc Lcogth .i t

B7.3 Bolt Spacing N/A l nformati m Header l

pa..m ,13 , e s. ; .; . . 3 ,

.- .- - -.- .- . . _. . , - = . - .. . . . - . . . . - -

Chr.r.Ec : c t c r,.; -

Attachment 6.1 i

QI-045 Rev. 1 1

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t C0yECHE PIAK RESPONSE TDM i

CHEC:C.IST l

l ?OF'TLATION DESC VERIFICATION PKG NO. l l M' ' C '- ' or 6 STRL'CTURAL STEEL I-S-STEL l

VERIFICATION

i ATTRIBUTE RDJ3XS

, ACCT.? . KIJECT DA.;

i B7.3 Bolt Spacing.

(Cont'd) a) Center to l Cceter Spacins b) Rilti to Rich =end l I

I c) E11t1 to . '

'{ E:nbed Plates 5 i 1 3 t

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\ B7.5 Concrete Damage 37.6 Nut En ts em" '

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and Bearine N/A informatiEn' Header l l l

a) Nut Engagement b) Bearine c) Bottom-out d) L' eld j B7.7 Configuration N/A Information Header i a) Location .

i b) Edge Distance l B'8 ) Baseplates e

B9) Crout 9

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Change Notice 001 Attachment 6.!

QI-041 Rev. 1.

COMA 8CHE PEAT. RESPONSE TTAM '

CHECKLIST POPUL.ATION DESC VERIFICATick PKG NO.

. STRCCTJPJd. STEEL I-S-STIL PAM 3 0F 6 VERIFICATION A M IB M tACCEPT REJECT. DATE 4

C) Field Iastalled Details N/A aiformatic n Header C1) location C2) Size C3) Orientation .-

I C4) Weld l N/A I nfor*utie n Header a) Locaeton l b) Veld Size

( c) tield Leneth ~

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d) Fusion

.7 c! Craters

!) Veld Profiles el Cndercut h) Perositi l s

i 15 Overlao 1 Surface Slac k) C acks c

1) Velder ID Symbol Inf or:::.ation Only N/A -

Attacheent 6.3 t

C3) Boltina N/A Informatiert Reader s) Solt Diameter b) Material -

c) Ouantity d) Vashers e) Seveled Vashers 4

UP-007.18, Reviston 0 ,

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, At tach: et t 6,[

01-045 Fev, [

CC*tA.NCHE PEAK RESPONSE TEA.9 CHECKLIST POPULATIGH DESC VERIFICATION FKG NO.

STSUCTL'RAL STIEL !-S- S TTI. FAC OF 6 VERIFICATION A m I UTE ACCEPT REJECT DATE

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C3) Boltine (Cont'd) f) Hole Coverase el Jan N es h) Thread Eneagement

1) Edee Distance

1) Tirheenine k) 3earine

1) Seacine

) Confiruration l

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l 1

4 4

I 4

CPP-007.!B. Revision 0 6

ML20206P702

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