ML20214A817

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Applicant Exhibit A-11,consisting of 841205 Rev F to 4.3.3, Welding Procedure for Structural Attachments (7018). Related Info Encl
ML20214A817
Person / Time
Site: Braidwood  
Issue date: 06/10/1986
From: Seltmann D
COMSTOCK ENGINEERING, INC.
To:
References
OL-A-011, OL-A-11, NUDOCS 8705190608
Download: ML20214A817 (40)


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O L M. CONTOCK & COWANY,1Ni!.

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PROCEDURE TRACKING SHEET

'87 it"a 31 A8 54 t'

PROCEDtTRE NO. d,- 3 3 0FF CE jF ::. M.!

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Ss aA RZ7ISION C

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CECO INTERDi APPROVAL

- Q-09-94 3'dS

  • Effective.

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g S & L/ CECO FINAL APPROVAL - O\\- \\ d 4 5 jI

  • Effective

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    • DIPLEMENTATION DATE

-D\\-n?-Q3 SUPERCEDED ST REVISION APPROVED (Inter 1=/ Final)

  • Effective 2 DEPOSITION EXHIBIT l
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  • Effective Date - 1he date Q.C. received approval.
    • Implementation Date - The effective date plus fifteen working days.

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QA SECT 7

4.3.3.

WELOING PROCEDURE FOR f'

GTRUCTURAL ATT/.CHMENTS

i (7018) f.

PAGE REV/DATE 1

E - 10/10/b'4 2

E - 10/10/94 3

E - 10/10/84 4

' y SARGENT & LUNDY E - 10/10/84 5

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.c.,cwco..scetmo E - 10/10/84 6

E - 10/10/84 7

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F - 12/05/84 8

E - 10/10/c4 F. A. KOSIK

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APPROVALS:

L. K. CCMSTOCK AND COMPANY, INC. % k <- ( 4

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0 ATE /d. -T-I 03AU1TY.CC::ina!. MA%."B

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K. COMSTOCK AND COMPANY, INC.

DATE

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PROJECT.".ANAGER L. K. CONSTOCK AND COMPANY, INC.

be DATE I t.- T. F L' m

90JECiENQJNEER L. K. COMSTOCK AND COMPANY, INC.. I N cau DATE M d

QA ENGINEER REY. F (12/05/E4 02031

- EFFECTIVE DATE: 12 /07 /8t.

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L M. COMETOCK & COMPANY lNC.

QA SECT 4.3.3.

WELDING PROCEDURE FOR l

STRUCTURAL ATTACHMENTS l

(7018) t' E

REV/DATE I

E - 10/10/84 2

E - 10/10/84 3

,A E - 10/10/84

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E - 10/10/84 4

E - 10/10/84 5

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E - 10/10/84 s

F - 12/05/84 7

E - 10/10/84 8

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F - 12/05/84 F - 12/05/84 11 12 F - 12/05/84 13 F - 12/05/84 F - 12/05/84 14 b;p.?'

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APPROVALS:

L. K. COMSTOCK AND COMPANY. INC. %

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QUALLT MFROL MANAGER L. K. COMSTOCK AND COMPANY, INC.

DATE

  • b 'N PROJECT MANAGER L. K. COMSTOCK AND COMPANY, INC.

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p0JECTENQ)MEER L. K. COMSTOCK AND COMPANY, INC.

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REY. F (12/05/84) 02031 EFFECTIVE DATE:

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. L. K.COMSTOCK & COMPANY,INC.

BRAIDWOOD 4.3.3 q

a see7 4.3.3 WELDING PROCEDURE 7".

FOR f,..

g STRUCTURAL ATTACHMENTS

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E7018 1.0 REFERENCE i

i 1.1 S & L Standard Fom 1701 i

1.2 AWS Structural Welding Code, AWS 01.1-75 1.3 AWS Filler. Material Specifications, AWS AS.1 I'. 4 5 & L Form 1895

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1.5 L. K. Comstock QA/QC Manual Section 1.0.1, Criteria 4.3

  1. 7.',.

r 1.6 L. K. Comstock Procedure 4.8.3 (Weld Inspection) 2.0 PURPOSE / SCOPE 2.1 This General Welding Procedure and individual welding procedure specifications meet the requirements of the American Welding Society Structural Welding Code (AWS 01.1-75), and specific requirements defined by the contract document stated above.

2.2 This procedure is applicable only to the Shielded Metal Arc Welding Process utilizing an E7018 electrode. Welders shall be qualified in accordance with LKC Procedure 4.7.1, current revision.

3.0 PROCEDURE 3.1 Base Metal 3.1.1.

The base materials for each prequalified welding and qualified welding procedure shall be as specified on Attachment 2.

3.2 Filler Metal 3.2.1 The filler metal employed will.confom to the following requirements:

i 3.2.1.1 Electrodes will conform to American Welding Society l

t Specifications AWS AS.I.

i 3.2.1.2 Electrodes will be stored and handled in accordance with L. K. Comstock Procedure ' Storage and Control of Welding Materials".

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saceaaco meanoveo acvisto rirec omic.cate sevisics aAcc j

HAP RAB ATS PROCEDURE 7/8/80 E 10/10/84 1 of 1/.

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. L. K.COMSTOCK G COMPANY,INC.

LRAIDWOOD 4 1.3 QA SECT 3.0 PROCEDURE - continued 3.3 Position

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3.3.1 Welding may be performed in the positions as defined by welding

! I procedure specification.

3.4 Joint Design 3.4.1 Joint design shall be in accordance with Attachment I and the AWS Structural Welding Code 01.1-75 for fillet welds and groove welds or as defined below:

3.4.1.1 Joint designs other than prequalified joint designs shall be tested prior to utilization on site and l

shall be recorded on a Welding Procedure Qualification Test Record. All Procedure Qualification Test Records shall remain on file at the LKC Site QA Records File.

3.4.2 The LKC Engineer shall assign the appropriate Weld Procedure

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Specification (s) (WPS) and list them on the Welding Installation Record.

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3.4.2.1 The completed WIR will be signed and dated by the cq 6

engineer and forwarded to the applicable foreman.

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Welding Installation Records will be given a sequential number and logged to assure 7,7'.

timely completion.

ec-3.5 Joint Preparation and Cleaning m

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3.5.1 Joints may be prepared by machining, oxy-fuel cutting, air carbon arc gouging, chipping or grinding. Cut surfaces and r

edges shall be free of slag. Galvanized materials should be cut utilizing mechanical methods.

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3.5.2 Prior to fitting, the surfaces of joint are to be cleaned free of rust, scale, paint or other foreign matter. The metal shall s

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be cleaned approximately 1" from the joint edge to insure that c

the welded joint will not become contaminated. The cleaning

.l may be done by wire brushing, grinding, grit-blasting or other

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suitable means.

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ar C R 3.5.3 The members to be welded will be brought into correct alignment t

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l and held in position by bolts, clamps, wedges, guy lines, i

1 amme struts, other suitable devices or by tack welds until welding l

has been completed. The parts to be joined by fillet welds shall be brought into as close contact as practicable. The gap between parts (adjacent to the weld) shall not exceed 3/16 in.

Tack welds are normally to be incorporated into final welds.

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  1. REPA AEQ A p* R O V E D REvlSED T s T L.E ORIC.DATE R E VISIOPe PAGE HAP RAB ATS 7/8/80 E 10/10/84 2 of 14 PROCEDURE Q 454

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BRAIDWOOD 4.3.3 QA SECT j

f 3.0 PROCEDURE - continued 3.5.3.1 If the gap is 1/16' or greater, the welder shall increase the wid size equal to the size of the gap i

provided it does not exceed 3/16". Quality Control

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must be notified to inspect the fit-up if the joint that is to be wided will be completely hidden by the required weldsent (Reference Paragraph 6.1).

3.5.3.2 If required, shims shall be installed per S & L Drawing 20E-0-3391AC latest revision.

3.6 Joint Welding Details 3.6.1 Single and multiple pass of fillet wlds and groove welds will be as specified below:

3.6.1.1 The minimum size of a root pass shall be sufficient l

to prevent cracking.

3.6.1.2 The maximum size of fillet welds which may be made in one pass will be:

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3/8" in the flat position.

8.

5/16" in the horizontal or overhead.

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1/2" in the vertical position.

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3.6.1.3 The maximum size of root passes for groove wlds will be 1/4".

The maximum thickness of layers subsequent

,,,,.-y to the root pass of fillet and groove welds will be:

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1/8' in flat position.

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3/16 in vertical, overhead, and horizontal

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positions.

I 3.6.1.4 The width of the weave bead (toe to toe) in a groove h.

weld say be up to five times the diameter of the I

wlding electrode core which is being used. A weave pass up to one inch wide may be used when welding the cover pass on fillet and butt wlds.

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2' 3.6.1.5 The minimum effective throat for partial joint "2.

penetration flare bevel groove wlds shall be as specified or referenced on the applicable engineering C

documents.

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--v 3.6.1.6 The minimum fillet weld size, except for fillet welds I

on sheet and fillet welds used to reinforce groove

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M welds, shall be as shown on the following table:

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l PRE *ARED AppmovfD REvtSED TaTLE O RIG. D ATE REVISION PAGE HAP RA3 ATS PROCEDURE 7/8/80 E 10/10/84 3 of 14 o ' 5*

... =. =.

f I.. K. COMSTOCK & COMPANY, INC.

BRAIDWOOD 4.3.3 c4., ye,.

s 3.0 PROCEDURE - continued BASE METAL THICKNESS MINIMUM SIZE OF OF THICKER PART FILLET SIZE JOINED (T) 4 T less than or. equal to 1/4 1/8'*

T greater than 1/4 but less 3/16*

than or equal to 1/2 T greater than 1/2 but less 1/4*

than or equal to 3/4 T greater than 3/4

' 5/16*

  • Single Pass Welds Must Be Used.

3.6.2 Plug and slot welds will be as specified and dimensioned per the applicable' engineering documents.

3.6.2.1 For welds to be made in the flat position, the arc is carried around the root of the joint and then carried along a spiral path to the center of the hole, fusing ser:-'s and depositing a layer of weld metal in the root and bottom of the joint. The arc is then carried to the periphery of the hole, and the procedure repeated,

,,,.a fusing and depositing successive layers to fill the hole to the depth required. The slag covering the-weld metal should be kept molten, or nearly so, until s

the weld is finished. If the arc is broken, the slag must be allowed to cool and be completely removed

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before re-starting the weld.

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.x i-3.6.2.2 For welds to be made in the vertical position, the arc is started at the root of the joint, at the lower

}l side of the hole, and carried upward fusing into the face of the inner plate and the side of the hole.

Stop at the top of the hole, clean off the slag and l

repeat on the opposite side. After cleaning the slag

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from the weld, other layers should be similarly

,. 7 deposited to fill the holes to the required depth.

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3.6.2.3 For welds to be made in the overhead position the (J. o procedure is the same for flat position welding

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except that the slag should be allowed to cool and F

should be completely removed af ter depositing each 1

4 successive layer until the hole is filled to the required depth.

3.6.2.4 Slot welds may'be made with a technique similar to that specified above for plug welds, except if the length of the slot exceeds three times the diameter, or if the slot extends to the edge of the part, the technique specified in-3.6.2.3 should be followed.

PREPAR E D AppaOvtD mEviSEO T a T L.E O RIG. OATE REvistCN PA*E HAP RAB ATS PROCEDURE 7/8/80 E 10/10/84 4 of 14 C A54

i L. K. COMSTOCK & COMPANY, INC.

BRAIDWOOD 4.3.3 QA SECT i

3.0 PROCEDURE - continued 1

3.7 Weld Detail and Technique l-3.7.1 Cracked or otherwise defective tack welds are to be removed before depositing the first pass.

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3.7.2 Weld passes are to be cleaned of all slag or other foreign matter before depositing additional passes.

3 3.7.3 Slag and spatter are to be removed from finished welds prior to application of protective coating when applicable.

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3.7.4 Welds shall be free from overlap,. cracks, craters, undercut and i

porosity visible on the surface of the weld, except as noted in LKC Procedure 4.8.3.

3.7.5 Welders performing production and field welds may identify i

their welds in the following manner:

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, ~i 3.7.5.1 When joining galvanized materials approximately 1/4"

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and less in thickness, the welders may mark their c'

assigned welder symbol number near the weld using a black marker or by stamping using their assigned die P.....

stamp. The welds should be identified within 2' of

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the joint. When welds are identified using a black

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  • marker, it shall be indicated on the WIR.

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3.7.5.2 All welds on materials over 1/4" in thickness shall be identified using their assigned die stamp. One

,.4 stamp may be used to identify three or more welds

' t provided the stamp indications are within 2' of each a

g weld and are easily visible.

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'[. Ty 3.7.5.2.1 When stamping of welds becomes impossible 4

s due to obstructions and interferences, the welder may mark his weld using a E

black marker. If marking of the welds is C) performed in this manner, it shall be

-M,4 indicated on the Weld Installation Record y===

(WIR). The QC Inspector shall verify the welding by reviewing the WIR or other applicable documents. Compressive 4

indentations caused by the stamp or chipping hammer are not considered peening or base metal reductions.

j 3.7.6 Welds shall not be painted until Quality Control has inspected and accepted the welds.

1 3.7.7 Weld Installation Records are not required for welds performed

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in non-safety related/non-seismic areas such as turbine and outlying buildings.

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patsamEO Appmo v E O mEvi5ED TITLE O RIG. O ATE REVISION 8 A ~. E HAP RAB ATS PROCEDURE 7/8/80 E 10/10/84 5 of 14 l

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L.'K. COMSTOCK & COMPANY. INC.

BRAIDWOOD I. 3.3 CA SEc7

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3.0 PROCEDURE - continued

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3.7.8 If. the field installation warrants the use of an ' alternate" support detail, it will be so noted in the ' Remarks' section of the Welding Installation Report by the foreman.

3.8 Preheat 3.8.1 Base metal that is below the specified minimum temperature-will be preheated so the that the parts on which wid metal is deposited is at or above the minimum temperatures specified below.

The minimum temperature will be effective for a radius equal to the thickness of the part to be wided; however, not less than 3 inches radius in all directions from the point of e

the wld.

3.8.2 Joints of more than one thickness of base metal will be preheated to the preheat temperature of the thicker base metal to be wlded. Preheat shall be recorded on the Weldina Installation Record, 3.8.3 Preheating is not required for base metal up to and including 3/4 inch thickness, except when the base metal temperature is below 32*F.

If below 32' F, the base metal shall be heated to J,.g at least 70*F and shall be maintained at this minimum

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temperature during wlding.

.i 3.8.3.1 When joining meterial not commonly wided by e ~ ~'.

Comstock (reference Attachment 2 of this procedure) 4 f

the LKC Engineer shall obtain the proper preheat from 3

Table 4.2 of AWS 01.1-75 and specify this information on the Weld Installation Record (WIR).

g-3.8.4 Preheating of metal in excess of 3/4 inch thickness will be performed to the following requirements:

3.8.4.1 Preheat requirements

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Up to 3/4 incl.

none

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Over 3/4 thru 1-1/2 incl.

50'F minimum 1

Over 1-1/2 thru 2-1/2 incl.

150*F minimum Gwer 2-1/2 225'F minimum

- f ~.I 3.8.4.2 The welder shall use a temperature indicating crayons M

(Tempil-Stick or equivalent) to verify the preheat f

temperatures.

I 3.8.4.3 LXC QC shall witness preheat when the base metal temperature is below 32*F and when specified on the WIR.

3.9 Weld and Base Metal Repairs 3.9.1 Weld repairs and corrections shall be defined as In-Process and Major.

'RE*A R ED A8 PRO V E Q R EvsSE D TeTLE ORIC. O ATE REVISICN 8'GE PROCEDURE 7/8/80 E 10/10/84 6 of 1!.

HAP RAB ATS l

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BRAIDWOOD 4.3.3 QA SECT 3.0 PROCEDURE - continued 3.9.2 In-Process corrections which require welding or grinding, etc.,

may be performed anytime during the welding operation or prior

-l to craft submitting the WIR to the Quality Control Department.

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j NOTE:

If QC performs an in-process inspection and l.

i deficiencies are found, the deficiencies will be documented in accordance with LKC Procedure 4.11.2. _,

3.9.3 Major repairs shal.1 be defined as items found in the weld und base metal during the final inspection which do not meet the acceptance criteria as stated in the latest revision of the LKC 3

QA/QC Procedure 4.8.3 and documented in accordance with that procedure.

l 3.9.4 Any weld or base metal requiring repair shall be repair velded in accordance with the general provisions of this specification.

l 3.9.5 Welds or base metal requiring repair of unsoundness are to be i

excavated to clean sound metal, after which they are to be i

q.=g cleaned and repair welded in accordance with the foregoing provisions of this specification.

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3.9.6 Cracks extending into the base metal shall require written approval of the CECO Site Electrical Field Engineer prior to 72 repai r.

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3.9.7 Regardless of time of discovery, cracks or linear indications i

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extending into the base metal or weldment shall be brought to the attention of the LKC QC Department for the initiation of a r.

Nonconformance Report for Site Engineering Review.

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3.10 Weld Pass Arrangement i

I 3.10.1 The typical arr:ngement of weld passes for fillet weld and butt welding should be as shown. (Figure 1).

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-5 FIGURE 1 s_

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Vertical and Horizontal Plane Overhead Plane i

sa ge A R E D Ae*Rovt3 AEviSEO T4 Ti.E Caic.OATL REVISION 8 ' "a E HAP RAB ATS PROCEDURE 7/8/80 F 12/05/84 7 of 14 c'"

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.i L. K.1COMSTOCK & COMPANV. INC.

BRAIDWOOD 4.3.3 q;gge7

!T 3.'0 PROCEDURE - continued

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FIGURE 1 i

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I Butt Weld Bead Sequence 1/16' Maximum gap between plates and backing.

3.11 Precautions for Welding r.;.q 3.11.1 Protect adjacent materials f rca the of f acts of welding heat, (f.'.~.

slag and sparks to prevent damage to the installation.

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3.11.2 Do not weld where fire hazard exists, such as gasoline or fuel N.

storage areas, areas with heavy dust concentrations, or where large quantities of combustible material may be ignited. If 5

welding is to be done in an area, be sure sufficient loaded fire extinguishers are present within easy reach to prevent

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start of a large fire.

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  • v-3.11.3 8e sure that the current path of welding is adequate to prevent E

other components from being overheated by external currents, e

z 3.13 Safety 1

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3.13.1 Wear proper apparel, including helmet, goggles, leathers, gloves, etc., to prevent burns to skin and hair.

3.13.2 Avoid looking at arc welding directly in order to prevent

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s== v damage to eyes by ultraviolet or intense light. Protect eyes of others where practicable, by draping or shielding area being P

welded.

M 3.13.3 Be sure ventilation is adequate - avoid breathing fumes produced by welding, as they may be hazardous to health.

3.13.4 Prevent fires from starting, but if fires starts, have the proper means available to extinguish it quickly.

3.13.5 Be sure welding or cutting operations will not cause collapse g

of structures bearing load.

sagsamED App 40VED REvaSED TITLE O RIG. O ATE R E VISiC P.

8 AGE HAP RAS ATS PROCEDURE 7/8/80 E 10/10/84l8 of 14 e

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BRAIDWOOD 4.3.3 QA SECT 4

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3.0 PROCEDURE - continued 3.13.6 8eware electrical shock ha:ards, such as wet areas / exposed.

wiring or improperly ground electrical power tools.

3.13.7 Use caution wnen handling high-pressure containers for oxygen, etc.. to prevent them from becoming missiles.

4.0 EQUIPMENT 4.1 Weld Machines 5.0 FORMS / RECORDS 5.1 Welding Procedure Specification, W85-A r

6.0 SPECIAL INSTRUCTIONS (Q.C. HOLD POINTS) 6.1 Quality Control must be notified to inspect fit-up if the joint that is to be welded will be completely hidden by the required weldment.

6.2 Quality Control shall witness pr.eheat when the base metal temperature is below 32*F and when specified on the WIR.

[ e ?i 6.3 For control room panel butt welds the LKC welder !!!gj_t contact QC to t

perform a final visual inspection prior to the grinding of that weld.

M*O 6.4 QC shall be notified to witness the backgouging of full penetration welds and repair welds when backgouging techniques are utilized or n -"

specified on the WIR.

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6.5 Vertical Down Welding 1

  1. 5 6.6 Partial Penetration Single Bevel _ Welds 1

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  • REPARED App 40V E D REvtSEO YtTLE O RIG. O ATE REVISION

'AM HAP RAB ATS PROCEDURE 7/8/80 E 10/10/84 9 Of 14 C'f

t K.COM3TOOK & COMPANY. INC.

gaarewoop 4,3,3 22gg:-

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i PREQU ALIFIED JOINT WELDING PROCEDURE WPS-A 8

PROCEDURE SPECIFICATION I

Materiai soecification See Page 14 of 14 Weidmg pr-Shielded Mej,a,J,,,, Arc Wel(1D,g,(JMAW) f Manual or machine

@..!.1!Hil Position of weid*g N1 Positi,qn,q,,ilg,,2g,,3g,,gG)

(17.,2I,3hgr) Excepo,t f o r_,De t. Al Filier metal soecification A5.1 E7018 Filter metal classificatiors.

N/A Fluz N/A Weld metal grade N/A

pio, N/A Shielding gas Det. Al Thru AS,- Multiple De t. A6 Thru,A17 - Sincle__& Mul_tiple Single or multiple pass Si"91*

Single or muitspie are Direet Current,,, _

Welding current Reverse / Electrode Positive Polarin Vertical Up Welding progression In accordance with attached sketches - Paces 11, 12., _13 o f 14 Root weatment In accordance with Section 3.8 of this crocedure.

Preheat and interpass temperature N/A Posthest treatment w..u WELDING PROCEDURE "8 '*8 C"'""'

Treves 3,,, %,;,

Peas Em

'"*d Aneeres voits e-PPE-QUAIIFIED WELD IARAME:TERS All 3/32

70 - 100 19 - 28 N/A j

or See Pages 11,12, and 13 of 14 1/8" 85 - 160 22 - 29 N/A Detail A6 ':bru A17

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L QUALIFIED WTLD PARA.CP.S

'e, :3 As specified on Page 11 & 12 of

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c 14.for each detail Al Thru AS.

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This procedure may vary due to fabrication secuence, fit up, pass size, etc. within the limitation of variables given in

48. C,or D AWS C1.1, Structural Welding Coce.

Manuta:turer or Contractor L. Y.. Cors to ck & Oc._ _,,,

Autnorized my.

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,t HAP RAB ATS PROCEDURE 7/8/80 F 12/05/84 10 of 14

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A""A:nC C 'l* 1 BRAIDk'00D 4.3.3 e; ge--

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Ilee re '.a Size A=s V-les Pes ::.

3/32 68-92 22-27 43 l -

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PQR-053 Multiple Pass A2 Tube to Tube A-(nub i

1/8 99-132 21-27 10/2G/3G/43 I

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PQA-054 thru 061

-m Multipla Pass A3 Plate to Plate I

3/32 85-115 20-23 13 8

3/32 70-95 19-26 2G 30

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3/32 74-100 21-29 40 C.

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POR-033 thru 036

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"M Nota 3 Matarial thidc. asses, weld sizas, effse:ive th: cats, a.d edga l

preparations to be as specified by the Engines:Ing Occ.=nants.

I I

CO* *C': tr!.~3 PAPA. C P.S esteasC3 Asemovg=

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I L !C.CCMSTCCX & COMPANY. INC. BRAIDWOOD 4.3.3 ATTA:2:T:" 1 ca gg--

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  • Multiple Pass PQRS-029' thru 032 and 067,068,069,071 i

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Nota A Gouge root before welding other side.

Note B Material thicknesses, weld sizes, effective threats, and edge geians to be as specified by the Engineering Documents.

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BRA 2DWOOD 4.3.3 3 3g7 la. K. COMSTOCK & COMPANY. INC.

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Page enceamco 7/8/80 F 12/05/84 13 of 14 ;

HAP RAB ATS PROCEDURE

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L. K. COMSTOCK 8: COMPANY, INC.

BRAIDWOOD 4.3.3 CA SECT ATTACHMENT 2 MATERIAL SPECIFICATION Materials commonly welded by Comstock utilizing an E7018 electrode:

ASTM A36, A5008, A501 s

A446 Gr. A,8,E/ A526 NOTE: Other prequalified materials that may be welded utilizing i

details A6 - AIS of this welding procedure are listed below.

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ASTes ABI Csens T38 5

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4 RECEIVER: WRITE REPLY, DETACM STUB, KEEP 9 INK COPY, RETURN WHITE COPY TO SENDER.

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Jduary 7, 1985' %.

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.ect No.

4683-05 Commonwealth Edison Company j

Braidwood - Units 142

.N' T

Electrical Installation Work S&L Specifications L-2790 C.

h 4

i Hr. T. E. Quaka Brcidwood QA Superintendent Com:nonwcalth Edison Company Braidwood Station Dear Mr. Quaka t

l :

Enclosed is a copy of the following L. K. Comstock & Company j

procedures which have been reviewed and accepted.

Procedures:

4.3.3

/

Rev. F 12-05-04 4.3.3.1 Rev. D 12-05-84 4.3.10 Rov. F 11-20-84 4.7.1 Rev. C 11-26-84 Yours very truly, FRANK A. KOS1K ANITA M. REDCING F. A. Kosik Senior Cunlity control Coordinator FAK:AMRapk In iluplicate Enclosures Copics:

D. Elias (1/1)

D.

L. Shamblin (1 /11 C. W. Frueho (1/0)

D. L. Leone /;i. C. Cicff (1/0)

E. G. Treoco/C. B. Thorsell (1/1) l

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SAliGEUTriLUNDY

_:.:eme.

QUALITY CONTROL DIVISION

' WELDING PROCEDURE REVIEW l

l CLIENT Commonwealth Edison Comoany STATION Braidwood UNIT 1&2 g.

l CONTRACTOR L. K. Comstock & Co, Inc. PROJECT NO.4683-05 3

?

M NUCLEAR, CLASS lX l SAFETY I

l SHOP l

l IMPACT REQUIREMENTS lX lNON-SAFETY IX l FIELD 2

REVIEWED TO:

ASME

/

/

S&L SPEC.

L-2790 ANSI

/

AWS Dl.1 /

OTHER REVIEWED BY E. V. Andruszkiewicz IVA,

DATE Januarv 3, 1985

' ITDI STA GUIDELINE PROCEDURE REV.

DATE WELDING P-NOS THICKNESS. RANGE NO.

TUS IDENT.

NO.

PROCESS QUALIFIED,INCE-2S 1

1 4.3.3 J F.

12/5/94 SMAW C.S.

Qualified &

Pregualified

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2 1

,, 7 3 4.3.3.1 D

12/5/84 SMAW C.S.

Qualified &

Prequalified C7

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1.

Reviewed and ted.

(

2.

Revise as noted and resubmit, Contractor can proceed based on making revisions noted.

~

3.

Revise as noted and resubmit.

Hold fabrication. '

4.

Results do not meet specification requirements.

QC Form 1062 R2

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Sukiect tofu MESSAGE

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L K. COINTOCK & C04WANY,INC.

QA SECT

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PROCEDURE TRACKING SHEET i

-i PROGDURE NO. N33 REVISION C

d - 0 5 -94 INTERIM:

CECO INTERIM APPROVAL

- I 9 - /Y7-94

^

  • Effective.

FINAL:

f S & L/ CECO FINAL APPROVAL - dfA q*

  • Effective

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,30

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    • IMPLEMENTATION DATE

-D1-n3-95 t

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se p CD APPROVED Al-I4 75 (Inter [h SUPERCEDED BY REVISION 73

({1.Q 3.gt

  • Effective

.m e j ~2 C

  • Effective Date - Ihe date Q.C. received approval.

N

    • Implementation Data - The effective date plus fifteen working days.

1 GAS 1 I _=

t o l L K. COMETOCK & COMPA.lY. INC. QA SECT 4.3.3. WELDING PROCEDURE FOR STRUCTURAL ATTACHMENTS I (7018) 1 1 l Phil REV/0 ATE i' 1 E - 10/10/84 2 E - 10/10/84 3 x E - 10/10/84 1 4 E - 10/10/84 5 E - 10/10/84 6 E - 10/10/84 ) 7 F - 12/05/84 ADVANCEDINTERIM COPY

: 1:';:'::

1 10 F - 12/CS/84 11 F - 12/05/84 12 F - 12/05/84 13 F - 12/05/84 14 F - 12/05/84 ,"t1 e ) '.a t x N' .p e "O f[$O APPROYALS: .3 .uw C OATE/J-S~-?r, .cpm L. K. COMSTOCK AND COMPANY INC. % s 2 =enn QUALTTY/:W ROL MANAGER L. K. COMSTOCK AND COMPANY INC. DATE b*b *N PROJECT MANAGER am-O L. K. COMSTOCK AND COMPANY, INC. W b DATE I L 5' 86' N y0JECfENQ)NEER r a DATE/#/f/pd L. K. COMSTOCK AND COMPANY, INC. "A QA ENGINEER ~ "l [ % ~. I b b REY. F (12/05/84) 02031 m EFFECTIVE DATE: 12 /o? /a

I ?f,. ' i 9. $7 L.K. COMSTOCK G COMPANY, INC. BRAIDWOOD 4.3.3 QA SECT 9 4.3.3 ,..) ) ~ WELOING PROCEDURE y.. FOR STRUCTURAL ATTACHNENTS \\ E7018 -l l 1.0 REFERENCE I 1.1 5 & L Standard Form 1701 l 1.2 AWS Structural Welding Code, AWS 01.1-75 1.3 AWS Filler Meterial Specifications. AWS A5.1 ~ 1.4 5 & L Form 18g5 1.5 L. K. Comstock QA/QC Manual Section 1.0.1, Criteria 4.3 1.6 L. K. Comstock Procedure '.8.3 (Weld Inspection) 4 1 2.0 PURPOSE / SCOPE 2.1 This General Welding Procedure and individual welding procedure specifications meet the requirements of the American Welding Society Structural Welding Code (AWS 01.1-75), and specific requirements l 3 yj defined by the contract document stated above. /e - 2.2. This procedure is applicable only to the Shielded Metal Arc Welding

  1. d Process utilizing an E7018 electrode. Welders shall be qualified in accordance with LKC Procedure 4.7.1, current revision.

[- %,.3.. s M,9 3.0 PROCEDURE {--l J-, 3.1 Base Metal eT 3.1.1. The base materials for each prequalified welding and qualified rg,,, welding procedure shall be as specified on Attachment 2. d 3.2' F11ierMetal T e,C 3.2.1 The filler metal employed will conform to the following p requirements: I p 3.2.1.1 Electrodes will conform to American Welding Society J Specifications AWS AS.I. .i {" 3.2.1.2 Electrodes will be stored and handled in accordance d with L. K. Comstock Procedure " Storage and Control of e Welding Materials". ,,/* l emE*AmED Appm ov E D m Ev aSED TaTLE O mic. D AT E REVISION PAGE ? HA5 RAB ATS PROCEDURE 7/8/80 E 10/10/84 1 of 14 oasa

-l 17.,K. COMSTOCK & CCA4PANY. INC. - BRAIDWOOD 4.3.3 QA SECT } 3.0 PROCEDURE - continued ') v 3.3 Position l 3.3.1 Welding may be performed in the positions as defined by w1 ding procedure specification. I j 3.4 Joint Design f 3.4.1 Joint design shall be in accordance with Attachment I and the AWS Structural Welding Code 01.1-75 for fillet welds and groove welds or as defined below: i i ; 3.4.1.1 Joint designs other than pregualified joint designs shall be tested prior to utilization on site and shall be recorded-on a Welding Procedure Qualification Test Record. All Procedure Qualification Test Records shall remain on file at I the LKC Site QA Records File. 3.4.2 The LKC Engineer shall assign the appropriate Weld Procedure Specification (s) (WPS) and list them on the Welding Installation Record. 3.4.2.1 The completed WIR will be signed and dated by the engineer and forwarded to the applicable foreman. 7 t i NOTE: Welding Installation Records will be given a sequential number and logged to assure w..$ timely completion. . ([.7, 3.5 Joint Preparation and Cleaning C 3.5.1 Joints may be prepared by machining, oxy-fuel cutting, air <h. carbon are gouging, chipping or grinding. Cut surfaces and edges shall be free of slag. Galvanized materials should be ~. cut utilizing mechanical methods. {$3 3.5.2 Prior to fitting, the surfaces of joint are to be cleaned free of rust, scale, paint or other foreign matter. The metal shall be cleaned approximately 1* From the joint edge to insure that .' T the welded joint will not become contaminated. The cleaning may be done by wire brushing, grinding, grit-blasting or other suitable means. 3.5.3 The members to be welded will be br%4ht into correct alignment and held in. position by bolts, cWs wedges, guy lines, j struts. other suitable device? M hi

  • sck welds until welding f3 J

b has been cc:spleted. The paru. A b-sined by fillet welds N" shall be brought into as clos. con d as practicable. The gap between parts (adjacent to the weld) shall not exceed 3/16 in. g""" Tack welds are normally to be incorporated into final welds. ( M PAEPARED APPmovt0 AEviSED TITLE OmiG.OATE REVISION P'GE 7/8/80 E 10/10/84 2 of 14 HAP RAB ATS PROCEDURE __.o

  • S*

I ' ' i, Cs K. COMSTOCK G COMPANY. INC. BRAILWOOD 4.3.3 CA SECT 3.0 PROCEDURE - continued \\ ~ 3.5.3.1 If the gap is 1/16' or greater, the wider shall increase the w id size equal to the size of the gap provided it does not exceed 3/16". Quality Control I must be notified to inspect the fit-up if the joint that is to be wided will be completely hidden by the t, required widment (Reference Paragraph 6.1). 8 3.5.3.2 If required, shims shall be installed per S & L Orawing 20E-0-3391 AC latest revision, i a 3.6 Joint Welding Details 3.6.1 Single and multiple pass of fillet wlds and groove welds will be as specified below: 3.6.1.1 The minimum size of a root pass shall be sufficient to prevent cracking. 3.6.1.2 The maximum size of fillet welds which may be made in one pass will be: A. 3/8" in the flat position. 8. 5/16' in the horizontal or overhead. C. 1/2" in the vertical position. ,g,,s. ) Q 3.6.1.3 The maximum size of root passes for groove welds will be 1/4". The maximum thickness of layers subsequent d* to the root pass of fillet and groove welds will bei N5 A. 1/8' in flat position. o, :. aw!,,.g 8. 3/16 in vertical, overhead, and horizontal i tn c? positions. e-a.- ,h; 3.6.1.4 The width of the weave bead (toe to toe) in a groove ah,n wid may be up to five times the diameter of the E,7., welding electrode core which is being used. A weave e *- pass up to one inch wide may be used when welding the cover pass on fillet and butt welds. O

3. 6.1. 5 The minimum effective throat for partial joint 7

penetration flare bevel groove wlds shall be as specified or referenced on the applicable engineering C documents. f 3.6.1.6 The minimum fillet weld size, except for fillet welds I on sheet and fillet welds used to reinforce groove M wlds, shall be as shown on the following table: 1 entsanto apenovao msvisto Ti n.c omic.oATE HEVISION 8 AGE HAP RAB ATS PROCEDURE 7/8/80 E 10/10/84 3 of 14 o***. -,., - - - _ - _ _ ~ _... _ - - - - - -, _ _...,.

L K. COMSTOCK Q COMPANY. lNC. BRAIDWOOD 4.3.3 QA SECT 3.0 PROCEDURE - continued ) SASE METAL THICKNESS MINIMUM SIZE OF OF THICKER PART FILLET SIZE t J0fMED (T) T less than or equal to 1/4 1/8'* T greater than 1/4 but less 3/16* than or equal to 1/2 i T greater than 1/2 but less 1/4* than or equal to 3/4 T greater than 3/4 5/16*

  • Single Pass Welds Must Be Used.

3.6.2 Plug and slot welds will be as specified and dimensioned per the applicable engineering documents. 3.6.2.1 For welds to be made in the flat position, the arc is carried around the root of the joint and then carried along a spiral path to the center of the hole, fusing and depositing a layer of weld metal in the root and

    • .b bottom of the joint. The arc is then carried to the

. I '~~) Qj periphery of the hole, and the procedure repeated, 7;, fusing and depositing successive layers to fill the ^g W hole to the depth required. The slag covering the weld metal should be kept molten, or nearly so, until m :. ! the weld is finished. If the arc is broken, the slag Za must be allowed to cool and be completely removed rafj before re-starting the weld. p. .3' 3.6.2.2 For welds to be made in the vertical position, the e-L.d arc is started at the root of the joint, at the lower -P side of the hole, and carried upward fusing into the M face of the inner plate and the side of the hole. "J',3x Stop at the top of the hole, clean off the slag and y repeat on the opposite side. After cleaning the slag from the weld, other layers should be similarly Q deposited to fill the holes to the required depth. -isrJ== 3.6.2.3 For welds to be made in the overhead position the procedure is the same for flat position welding O except that the slag should be allowed to cool and I should be completely removed after depositing each g.-=== successive layer until the hole is filled to the required depth. i 3.6.2.4 Slot welds may be made with a technique similar to ) that specified above for plug welds, except if the length of the slot exceeds three times the diameter, or if the slot extends to the edge of the part, the technique specified in-3.6.2.3 should be followed. PREPARED APPmovtO R Ev a SED TaTLE OnlG.OATE REvlsiON

    • GE HAP RAB ATS PROCEDURE 7/8/80 E 10/10/84 4 of 14 a a u. -. --.. -.

l

'o l.:.K. COMSTOCK G COMPANY. INC. BRAIDWOOD 4.3.3 ogsge, ~ 3.0 PROCEDURE - continued T 3.7 Weld Detail and Technique ~~ 3.7.1 Cracked or otherwise defective tack welds are to be removed before depositing the f.irst pass. 3.7.2 Weld passes are to be cleaned of all slag or other foreign matter before depositing additional passes. 3.7.3 Slag and spatter are to be removed from finished welds prior to application of protective coating when applicable. 3.7.4 Welds shall be free from overlap, cracks, craters, undercut and porosity visible on the surface of the weld, except as noted in LKC Procedure 4.8.3. 3.7.5 Welders performing production and field welds may identify their welds in the following manner: 3.7.5.1 When joining galvanized materials approximately 1/4' and less in thickness, the welders may mark their assigned welder symbol number near the weld using a black marker or by stamping using their assigned die stamp. The welds should be identified within 2' of the joint. When welds are identified using a black marker, it shall be indicated on the WIR. ') "q p. 3.7.5.2 All welds on materials over 1/4" in thickness shall C be identified using their assigned die stamp. One w*=d stamp may be used to identify three or more welds i provided the stamp indications are within 2' of each weld and are easily visible. v.s a- "'1""l 3.7.5.2.1 When stamping of welds becomes impossible Q due to obstructions and interferences, the welder may mark his weld using a black marker. If marking of the welds'is 7 performed in this manner, it shall be "" M indicated on the Weld Installation Record M (WIR). The QC Inspector shall verify the M welding by reviewing the WIR or other applicable documents. Compressive Q indentations caused by the stamp or l chipping hansser are not considered peening or base metal reductions. 3.7.6 Welds shall not be painted until Quality Control has inspected Z and accepted 3 e welds. F 3.7.7 Weld Installation Records are not required for welds performed g in non-safety related/non-seismic areas such as turbine and outlying buildings. o O anEpARED AppmovED m Ev a 5E D Ta f t.E omic.DATE REVI5!CN

  1. AGE BAP RAB ATS PROCEDURE 7/8/80 E 10/10/84 5 of 14 QAH

i,,'- Ca K. COMSTOCK Cs COMPANY. INC. BRAIDWOOD 4.3.3 QA SEc? 3.0 PROCEDURE - continued s 3.7.8 If the field installation warrants the use of an ' alternate' i support detail. it will be so noted in the 'Remerks' section of l the Welding Installation Report by the foremen. 3.8 Preheat 3.8.1 8ase metal that is below the specified minimum temperature will be preheated so the that the parts on which wid metal is deposited is at or above the minimum temperatures specified below. The minimum temperature will be effective for a radius equal to the thickness of the part. to be wided; however, not less than 3 inches radius in all directions fros'the point of the wid. 3.8.2 Joints of more than one thickness of base metal will be preheated to the preheat temperature of the thicker base metal to be wided. Preheat shall be recorded on the Weldino Installation Record. 3.8.3 Preheating is not' required for base metal up to*and including 3/4 inch thickness, except when the base metal temperature is T below 32*F. If below 32' F. the base metal shall be heated to y at least 70*F and shall be maintained at this minimum temperature during wlding. 3.8.3.1 When joining material not commonly widad by Comstock, (reference Attachment 2 of this procedure) AN the LKC Engineer shall obtain the proper preheat from '"["i Table 4.2 of AWS 01.1-75 and specify this infomation. (Q on the Weld Installation Record (WIR). j 3.8.4 Preheating of metal in excess of 3/4 inch thickness will be 7We perfonned to the following requirements 1 M 3.8.4.1 Preheat requirements M Up to 3/4 incl. none Q Over 3/4 thru 1-1/2 incl. 50*F minimum Over 1-1/2 thru 2-1/2 incl. 150*F minimum g Over 2-1/2 225'F minimum 3.8.4.2 The wider shall use a temperature indicating crayons M (Temp 11-Stick or equivalent) to verify th.e preheat P temperatures. l 3.8.4.3 LKC QC shall witness preheat when the base metal temperature is below 32*F and when specified on the WIR. l 3.9 Weld and 8ase Metal Repairs l 3.9.1 Weld repairs and corrections shall be defined as In-Process and Major. PREPARED AppmOVED mEva5ED T TI.E O RIG. D AT E R EVISICN PAGE HAP RAB ATS PROCEDURE 7/8/80 E 10/10/84 6 of 14 omu.._ ~ -m. --. -.

L.' K. COMSTOCK & COMPANY, INC. BRAIDWOOD 4.3.3 CA SECT 3.0 - PROCEDURE - continued i ,' ) 3.9.2 In-Process corrections which require welding or grinding etc.. l may be performed anytime during the welding operation or prior i to craft submitting the WIR to the Quality Control Department. j NOTE: If OC performs an in-process inspection and deficiencies are found, the deficiencies will be i documented in accordance with LKC Procedure 4.11.2. 3.9.3 Major repairs shall be defined as items found in the weld and base metal during the final inspection which do not meet the acceptance criteria as stated in the latest revision of the LKC OA/0C Procedure 4.8.3 and documented in accordance with that i procedure. I i ' 3.9.4 Any weld or base metal requiring repair shall be repair welded in accordance with the general provisions of this specification. j 3.9.5 Welds or base metal requiring repair of unsoundness are to be excavated to clean sound metal, after which they are to be

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cleaned and repair welded in accordance with the foregoing i 4 provisions of this specification. ,i h 3.9.6 Cracks extending into the base metal shall require written m-=. approval of the CECO Site Electrical Field Engineer prior to W repair. Z 3.9.7 Regardless of time of discovery, cracks or linear indications 7" extending into the base metal or weldment shall be brought to m.f the attention of the LKC QC Department for the initiation of a "f'1 Nonconformance Report for Site Engineering Review. 3.10 Weld Pass Arrangement 2/3 3.10.1 The typical arrangement of weld passes for fillet weld and butt j p an welding should be as shown. (Figure 1). .~3 mr.q FIGURE I o

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o I lEE' Y F b N I Vertical and Horizontal Plane Overhead Plane I l F I i d 84E*AAEC Ap'n o v g o mEvs5ED TifLE omiG.oATE MEv 380N 8AOC HAP RAB ATS PROCEDURE 7/8/80 F 12/05/84 7 of 14 l i ,m_,- . _. _,. _ _, _.,, _. _ - _ _. _., ~ _ _ m,-___.__,.,,,m, ,___-_.r_._,__,._ ,_,y.

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L. K. C"0MSTOCK & COMPANY. INC. BRAIDWOOD 4.3.3 e3gge7 3.0 PROCEDURE - continued ) FIGURE 1 4 -g n ~n ( s 3 3. f. ~ i l i Butt Weld 8ead Sequence 1/16' Maximum gap between plates and backing.. 3.11 Precautions for Welding 3.11.1 Protect adjacent materials from the effects of welding heat, slag and sparks to prevent damage to the installation.- 3.11.2 Do not weld where fire hazard exists, such as gasoline or fuel '" U storage areas, areas with heavy dust concentrations, or where + Q 1arge quantities of combustible material may be ignited. If welding is to be done in an area, be sure sufficient loaded e-- A' fire extinguishers are present within easy reach to prevent start of a large fire. '$.55 3.11.3 Be sure that the current path of welding is adequate to prevent other components from being overheated by external currents. 8 8 O p.13 Safety h 3.13.1 Wear proper apparel, including helmet, goggles, leathers, gloves, etc., to prevent burns to skin and hair. M 3.13.2 Avoid looking at arc welding directly in order to prevent damage to eyes by ultraviolet or intense light. Protect eyes C of others where practicable, by draping or shielding area being g welded. Q 3.13.3 8e sure ventilation is adequate - avoid breathing fumes produced by welding, as they may be hazardous to health. F 3.13.4 Prevent fires from starting, but if fires starts, have the 3 .-j g proper means available to extinguish it quickly. 3.13.5 Be sure welding or cutting operations will not cause collapse of structures bearing load. ~ onceanco a novio esvisto vm.c omic. oars navislCN . AGE HAP RAB ATS PROCEDURE 7/8/80 E 10/10/84 I8 of 14 ,,---.,,_y ,r,-.,-.,_-,,-,,.-y,- .m,.~- -,----.--,-,,--.,-.,_,mg,--, --,-.,-,,-,r --,,,ms-- ,.w ,---w e., m- -,w,--- ,,e.r-w

,'[ t t K.COMSTOCK 8: COMPANY lNC. BRAIDWOOD 4.3.3 & SECT 3.0 PROCEDURE - continued Q .i 3.13.6 Beware electrical shock hazards, such as wt areas / exposed, j wiring or improperly ground electrical power tools. l 3.13.7 Use caution when handling high-pressure containers for oxygen. -l etc., to prevent them from becoming missiles. 4.0 EQUIPMENT 4.1 Weld Machines 5.0 FORMS / RECORDS 5.1 Welding Procedure Specification. WPS-A 6.0 SPECIAL INSTRUCTIONS (Q.C. HOLO POINTS) 6.1 Quality Control must be notified to inspect fit-up if the joint that is to be welded will be completely hidden by the required weldment. 6.2 Quality Control shall witness przheat when the base metal temperature" is below 32*F and when specified on the WIR. 6.3 For control room panel butt welds the LKC welder agi.1 contact QC to i; ) perform a final visual inspection prior to the grinding of that weld. 6.4-QC shall be notified to witness the backgouging of full penetration welds and repair welds when backgouging techniques are utilized or ,q$. specified'on the WIR. rs= 6.5 Vertical Down Welding 7T. 6.6 Partial Penetration Single Bevel Welds g (~,0 G 35 5 ';2 M i

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  1. RE8AMEO AppmovED REvlSED TI T 4.E O RIG. O ATE REVISION PAGE j

HAP RAB ATS PROCEDURE 7/8/80 E 10/10/84 9 of 14 O

  • 54

o . L. K. COL 1'JTOCl; in COMPANY. INC. BRAIDwooD 4. 3. 3 CA !! ? -+ PREQUALIFIED JOINT WELDING PROCEDURE WPS-A PROCEDURE SPECIFICATION see Pace 14 of 14 u,,,n,i,,,,,n, g ShieIded. Metal Arc Weldincr f EMAW) w,w4 - Manua.1 l Menen er meshens Positien of weldi, 1 Positig,ng,,,ng,2g,:Jg-4C1 (1?-2r-1r-dr) Exce p t f o r _ _D,e_t,. Al Fiber meist soecifEtion

  • 1 E7018 Fiber meias esassification Flus NLA N/A N

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pie, N/A Shielding gas Det. A1 Th.ru A5 - Multiple Det. A6 Thru A17 - Sinole _4 Mul,,$,1,,ple g,,,,,,,

81"91* Single er multio6e are Direet Current miding m Revers.-/Eleetrode Po: itive p% Vertiral Up a w,g;,, p In accordance with attached sketches - Pages 11, 12., 13 of 14 gg a In accordance with Section 3.8 of this crocedure. Prehest end imergess temperature N/A 9 WELDING PROCEDURE "'"8 C""*"' Treves 3,,, w Pues enesween ""d Asseres vens

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PPE-QUAIIFIED WELD 3MtAMETERS g ~ All 3/32* 70 - 100 19 - 28 N/A or See Pages 11,12, and 13 of 14 1/8" 85 - 160 22 - 28 N/A Detail A6 thru A17 QUALIFIED WELD PARAMETERS As specified on Page 11 & 12 of ch detail Al Thru AS. 14forea t This procedure may vary due to fabrication secuence, fit-up, pass site. etc.within trie limitation of variables given in

48. C. or D AWS D1.1, Structural Micing Coce.

J Manufacturer or Contra: tor '.K. C ::.steck & Co. b.^ # 'I - Authorized by d k[7 n r-ed l l85A w lij/;U l Utg Q j, Y, A&i q ir ', j -~~ ^ 1 m j d metsaat: 6 ase mov t,3 mgy 1ED TITLE O Ala. C,hTL R EV13'Cf. F C A f.* e

RAB ATS PROCEDURE 7/8/80 F 12/05/84 10 of 14 HAP

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.e, e e L. K. OCMSTC0K & OCMPANY. INC. A1'TA:"E:2:::7 1 BRAIDWOOD 4.3.3 e,,,s ry-- b-Al Pan -o T==e All 51=es Elec.rede Si=e A=ss volts Pes :=. ~ 3/32 68-92 22-27 43 R (hu3 >) o ) PQR-053 Multiple Pass A2 Tube to Tube f ( Note B l / V8 98-132 21-27 13/20/30/40 hy( PQR-054 thru 061 =m Multipla Pass 4 A3 Plate to Plate 3/32 35-115 20-23 13 8 3/32 70-95 19-26 2G 's 30 3/32 70-95. 19-26 33 g '8 3/32 74-100 21-29 43 \\ ' Note B y (us) j\\. POR-033 thru 036 multiple Pass ra,. - =9pm Tube to Tube c-A4 ) J he, 3 1/8 98-122 21-27 1c/2c/3c/43 O l J/ n )) SIE PQR-062 thru 065 .h Multiple Pass ( ( y = l 3 9

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l Nota A Gougs root before welling other si'.'.a. l k Nota 3 Matarial thicknesses, weld sizas, effective thzcats, and edge Z preparaticms to be as specified by the Engineering Docurants. F m / g - s _.: tr.e.: PA?AF."."IP.3 l l ms .......rs aavis== ..se j- ...... a ..v.. l HAP RAB ATS PROCIDURI 7/8/80 F 12/05/84 11of14 i r osu b ..--e- ,---e-r,.-.-w, ,wn ee.w,----.~.e,-,,-nece,,--m,,,,,-ne_n-,,-,-- ,,,,vnn,------,,,,-------~-e-en---,----e-----

e. L. K.*CCMSTCCX k COMPANY. INC. BRAIDWOOD 4.3.3 A-Ec-- I c ggr IM T=he to Plate e Flazu 3evels I s I .Electrods size A== s volts Post 1. g 3/32 78-103 20-26 1G,2c,3c,4s 1/8 98-132 20-26 10,2 G,3G,43 l ,Tl (Nasa 3 E.T.=T -1/16 ))' k Multiple Pass. l PQRS-029 thru 032 and 067,068,069,071 Nota A Gauge root beform welding other side. Nota B.quial thicknesses, weld sizes, effective throats, and edge arations to be as specified by the Engineering Documents. .-g i s-y$ QCALITIED Wr.D PARAME"IP.S ci.# ..3 C *) l'b l& ~ 7* l -w i if,,f l' \\ . - = = CD .e *:9 eC # CD 25 i l , ~ ~ I

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HAP RA3 ATS PROC 2DURg 7/8/80 F 12/05/84 12 of 14

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L. K. COMSTOCK & COMPANY. INC. BRAIDWOOD 4.3.3 c4sger 3 ' A6 A12 j /- /\\ N l Note B /~ 'i - - + y \\ h l I i ~' i, 1 A7 A13 9 Note B o / I [\\, y 1 f ' f \\f[ fT ~' I ( } ll3/32 M.2.n 0-1/8" B-P2 Partial Penetration l A14 s .l A8 g j / ote A, B Note A l T 1/4" Max N i g N I 0-- g 1/8" I o_1/8 TI I 2 45" t l 1/2T A15 / A9 j [ ll \\ T T 1/4 i } / } 450 g E ] I T=1/4" Max G l l-C A10 !l / Root need A16 y] T=1/4" Max / gg N not be / l N = 1/2 y.ax. T } /__1/32-1/8 chipped 0-1/8" f / 1/32-1/ e } ll g before welding i '====. kt \\( \\T see n a de I sc.d 3 l M /32-1/8 i l. 9'l L 0-1/16 ! Lower edge for horizontal position !_ B-P4 Partial Penetratica {} j B-Pib Partial Penetration AU b 452.J l m.e All / ote B \\ / T* '.a' N r j N.*JR p g / f h 12 ( ' '1

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[ l e (' e l/4" j ,,, ) 6 = i_ < ND Q ** Prw-Qualified Welding Parameters for Above Joints Specified by WPS A f CD i M i. D Note A Gouge root before welding other side 4 ) Note B Material thicknesses, weld sizes, effective throats, and edge I 4 i preparations to be as specified by the Engirmering Documents. 1 eassasco amenovco navisso viri.s omic. cars nav:si:. Page HAP RAB ATS 7/8/80 F 12/05/84 13 of 14 i PROctDURE i I i. ~

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4 UJC. COMSTOCK Q COMPANY, INC. ERAIDWOOD 4.3.3 QA SECT -), o ATTACHMENT 2 z MATERIAL SPECIFICATION ~ + Materials cosmonly welded by Comstock utilizing an E7018 electrode: i ASTM A36 A5008. A501 A446 Gr.A.B.E/ A526 NOTE: Other prequalified asterials that may be welded utilizing details A6 - A15 of this welding procedure are listed below. m ai.:.oe,o,.,u.. ..m ,,u.. n.,,. w.... m , -,i- -., ,s l.'l"':::lli.--., I.""':;7, I ""'.,. I as- - - J m i eismelI""" l 6 .T. 3. i.sThe sen G ms B gTu. M ass em en 0"I AI O 8' AIS us (ssues 4. & C. CL 9, E B 23 31 79 dEksE0 $$5 h er 5 m 63 m as

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.G .e.8 ee. e 5 3G s 3.,,,9 esmes S east 343,3N' 38 8mm e a Einar*:#m SN.m ab M SS m e-E=36 57m.464 Gum.an 5 een 9 3 3 She$ Nih6 " '""*/ e. a as

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FPS SS sus Mm g M.e (ssmas 4 4 3W .M ens a a r, .gTts.5P3 (ssues at as 3e bTF entta sr e .gTas.99 Csees 3r a 33s she ambase I '44 Pt E Esume S 5 3e e des W enum.sm 4 PlBAG. 4 m W .19 ' %. g 6 . a. & CE M Ett ash e T GlueB S' SIl M a.tu.taa tssums.lua. Ser.3& tM.33 sh3 33 ebes esa ame.s 4 i essee. Ale. Se sh Es an se as the I e. .8TRI.35' em Subset usemam a.ahmes .astu e .n===msa ou 3emos SThe 464 Gsuas al 3 pas 6 79 esta Casum 15 5 33 EM amim 37t8 lff Can.e .b.981 See.w If 3 Ass see .b l..S. tier.4J C';%,,p' et.m sfas 373 E same d a 343 et e 443 s gM r l' 18, 9' e

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==.- .i.nr..... - u. ac.- m =-. .,r..m c..c .o = .l, ,u m =-. .n,, .C. a. m 34 ..s. 3 m.. i c. . m g C.use 88 Se am 4a 9 m. e.as,v.uss .a m = F=== .a.ns.s. = . r= s

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== stll* J'.',ss::.' = . m m m, m W fasumme.B.3% DEIL GBl3 4&J 8tl 14=4 tah.R (sse-.auen susa Esear le Pts 7tme anaem I i Qualified Procedures due to joint configurations or materials not identified by I AWS 01.1-75 are prequalif ted. Supporting Procedure Qualification Records maintained by QC Records NOTE: PQR's are listed on each individual joint design. .ac.aco an.=ovem acvisto virus caic. care msvisscu e.cc HAP RAB ATS PROCEDURE 7/8/80 F 12/05/84 14 of 14 ..____o.s...__..__... -.--,,.,,,nc,-.-,_ - - - -.. - - - -}}