ML20195F501

Voided Rev 22 to Procedure QI-QAP-11.1-28, Fabrication, Installation Insps of ASME Component Supports,Class 1-3

ML20195F501
Person / Time
Site:	Comanche Peak
Issue date:	08/04/1983
From:	BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.)
To:
Shared Package
ML20195F283	List: ML20195F277 ML20195F285 ML20195F295 ML20195F302 ML20195F308 ML20195F313 ML20195F318 ML20195F326 ML20195F331 ML20195F337 ML20195F343 ML20195F350 ML20195F356 ML20195F363 ML20195F368 ML20195F376 ML20195F383 ML20195F391 ML20195F399 ML20195F406 ML20195F411 ML20195F418 ML20195F423 ML20195F430 ML20195F436 ML20195F443 ML20195F453 ML20195F459 ML20195F466 ML20195F478 ML20195F483 ML20195F495 ML20195F501 ML20195F511 ML20195F518 ML20195F526 ML20195F534 ML20195F542 ML20195F554 ML20195F560 ML20195F563 ML20195F572 ML20195F585 ML20195F593 ML20195F603 ML20195F613 ML20195F623 ML20195F630 ML20195F636 ML20195F641 ... further results
References
FOIA-85-59 QI-QAP-11.1-28, NUDOCS 8606120155
Download: ML20195F501 (66)

Text

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e BROWN 1 RCOT, INC.

ISSUE CPSES Nt24BER REVISION DATE PAGE JOB 3.41195 QI-QAP-11.1-28 22 AUG 0 41983 1 of e6 i

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ORIGINATOR:

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3-4 83 OATE FABRICATION,

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INSTALLATION REVIEWED BY-

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INSPECTIONS 0 ATE OF A9tE COMPONENT

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SUPPORTS, APPROVED BY:

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CLASS 1, 2, & 3

1.0 REFERENCES

1-A ASiE Boiler & Pressure Vessel Code Section III,1974 Edition, with Addenda thrcush Winter 1974

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1-B CP-QAP-11.1,

" Fabrication and Ins tallation Ins pection of Components, Component Supports and Piping" 1-C CP-QAP-16.1, " Control of Nonconfonning Items" 1-0 QI-QAP-2.1-5,

" Training and Certification of Mechanical Inspection Personnel" 1-E QI-QAP-11.1-26 "ASME Pipe Fabrication and Ins talla tion Ins pections" 1-F QI-QAP-11.1-28A, " Installation Inspection of ASME Class 1, 2 and 3 Snubbers" 1-G CP-QAP-18.2, "QA Review of ASME Section III Documentation" 1-H CP-QAP-8.5, " Reclassification of Code Material" 1-J CP-QAP-12.1,

" Inspection Criteria and Documentation Requirements Prior to System N-5 Certification" 1-K CP-QAP-14.1,

" Ins pection of St gn M

anye Mechanical Equipment" 2.0 GENERAL 2.1 PURPOSE AND SCOPE This ins truction delineates the criteria an requirements to be us ed when pe rforming f abrication and installation inspection' cf ASME component supports, Class 1, 2, and 3 (Reference 1-A and 1-B).

If a conflict exis ts between this instruction and the support drawing, the drawing shall take precedence.

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 3S-1195 I

QI-QAP-11.1-28 22 AUG 041983 2 of 66 i

Inspection personnel perfonning inspections shall routinely observe general workmanship conditions in all areas of plant cons truction.

Observations shall include, but not limited to, such items as:

a.

Handling / Rigging b.

Housekeeping / Storage Maintenance c.

Contamination of Stainless Steel (Material Segregation) d.

Exposed Machines Surfaces Are Free of Rust and Foreign Material Observations which are adverse to quality and exis ting site procedures shall be documented on the Storage Surveillance Report in accordance with Reference 1-K.

2.2 RESPONSIBILITY The QC Group Supervisor shall be responsible for the.

inspection of component supports in accordance with this ins truction.

2.3 PERSONNEL QUALIFICATIONS All B&R inspectors shall be trained, qualified and certified in accordance with the requirements of Reference 1-D.

3.0 INSTRUCTION 3.1 MATERIALS 3.1.1 Marking Transfer Traceability The QC Inspector shall verify that the material is acceptable as per the Material Requisition (MR), ID markings are trans ferred prior to cutting and the infonna tion recorded on the MIL (Attachment 1) is correct and legible.

Upon verification, the QC Inspector shall sign and date the MIL.

The MIL becomes a part of the construction hanger packages.

NOTE:

Prior to division of a bundle of bulk material, each piece of material shall be identified with the material identification that is traceable to the material certification.

Prior to division,

.s BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION-DATE.

PAGE JOB 35-1195 fl66 3

QI-QAP.11.1-29

, 22 AUG 0 4198%

QC shall be notified so that the markings may be verified in : accordance with the applicable QA procedures.- This inspection shall be documented on an IR referencing the original RIR number, and i

transmitted to the Owner.

3.1.2 Material Traceability Control i

During fabrication, evidence of natierial acceptability will be verified through the use of the MIL.

The QC inspector shall compare the log entries against the identification marked on the material. Evidence of this verification shall be the inspector's signature and date on the MIL.

The log will remain a part of the construction hanger package.

During field fabrication / installation of a component support, ma arial may require trianing or separation.

Material identification / traceability markings shall be transferred price to separation of material.

QCI shall verify that the material identification / traceability markings, are properly transferred. Upon verification, QC Inspector shall sign and date the MIL.

At installation inspection, the QC inspector snall verify the hanger number, the material type, grade and heat number on the "QC Hanger Inspection Report" (Attachment 2) and the Multiple Weld Data Card (MWDC; Attachment 3), by signing and dating, using the infonnation provided on the " Material Identification Log."

When work travel ers are used during fab'rfcation or installation, material verification may be made using the Material Requisition as long as the Mt number is recorded and verified on the work traveler by the QC inspector and a copy of that MR is attached to the traveler.

3.1. 3 Material Dimensional Control Material dimensions shall be as per the hanger drawing.

4 Fabrication tolerances shall be as per Attachment 4.

3.1. 4 Material Salvaging Salvaging of component support parts such as structural steel, spring cans, etc., shall be accomplished in accordance with.

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195

]I.QAP.11.1-28 f22 AUG 0 4198) 4 f 66 3.1.5

. Protective Coating Unique Identification Number Transfer For all coated bulk steel intended for use in the Reactor Building.(as designated by the presence of a "QP" unique identification number), the OC Inspector shall verify and docunent the transfer of the "QP" number (prior to cutting) on the Inspectier. Report, see Attachment 27.

QC Systems shall transmit the completed report to the Permanent Plant Records Vault.

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4.0 WELDING 4.1 EQUIPMENT AND WORK AREA Natural or artificial lighting shall illuminate the examination area enough to allow the inspector to distinguish the 1/32 inch graduations of a standard steel rule p1 aced on the surface to be examined.

Ofrect examinations shall be performed so that the inspector's eyes are within 24 inches and at an angle not

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less than 30" to the surface to be examined.

Remote optical devices and indirect methods such as mirrors or boroscopes may be used provided the resolution is at least equivalent to the resolution obtained when perfoming direct examinations.

Resolution capabilities shall be detemined by placing a standard steel scale reasonably close to the area being examined affirming the ability to distinguish the 1/32 inch graduations on the scale or by detecting a 1/32 inch finely scribed line in a similar area.

4. 2 WELDING INSPECTION REQUIREMENTS (GENERAL)

Weld filler material used in the welding of component supports shall be verified using the " Weld Filler Material Log" (WFML)..s NOTE:

QCI shall verify that the welder (s) is qualified to perform the work in accordance with the WPS by checking the Welding Matrix, and shall verify that the WPS and filler material listed on the WFML are the same as those listed on the WDC.

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 22 AUG 041983 5 of,se Prior -to performing inspections, the QC' Inspector shall verify that the QC hold points specified on the process work sh9ets (WDC, RPS, - etc. ) are in accordance with the hold points identified in.

4.3 INSPECTION REQUIREMENTS, WELDS AND BASE MATERIAL Cleanliness inspection before fit-up and after tack welding shall be as follows:

a.

Before welding, the weld joint shall be free of moisture, dirt, mil, grease and other deleterious 4

foreign materials for an area two inches (2") each side of the joint.

b.

The base material shall be mechanically cleaned at least 1/2" inch each side of the weld joint.

NOTE:

Deoxaluminate compound, used to ' coat weld preps, ~

need not be removed before welding.

Fi t-up inspection when required; shall be perfomed as follows.

a.

Joint Fit-up Dimensions The root opening shall be as specified on the Weld Procedure Specification.

Maximum allowable offset in final butt welded joints shall not exceed 1/4T up to and including 3/4" thickness and 3/16" for thickness greater than 3/4".

The fit-up gap for "T"

fillet welds and lap joints shall be as small as practical; however, they should not exceed 1/16".

Joints where the gap exceeds 1/16" shall be evaluated by the PWE on a case by case basis.

b.

Attachments i

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Pipe attachment weld inspection and repairs shall be in accordance with Reference 1-E.

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ISSUE.

CPSES NUMBER REVISION DATE PAGE fj66 QI.QAP.11.1 28 l 22

, AUG 0 4198j JOB 35-1195 6

d.

Weep Holes

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" Weep hol e's" for the exhaust of welding ' gases, if required need not be located on the design detail drawing provided there is only one hole drilled and the hole diameter is 1/4 inch or smaller.

Aay deviation from the preceeding shall be brought to the attention of the field engineering for proper disposition.

4.3.1 Base Material Inspection Requirements Base metal damage / defect area may be repaired by grinding' without weld buildup provided:

a.

The final imperfection is well faired without abrupt changes in contour;

_b.

There are no visual indications showing previous repair (s); and 4

The depression area is 2" or less in diameter. '

c.

The depression produced by grinding shall not exceed the following:

a.

Structural Shapes 1.

1/32 inch fcr material less than 3/8" thick 2.

i /16 inch for material 3/8" to 2" inclusive in thickness 3.

1/8 inch for material cver 2" in thickness b.

Plate 1.

7% under plate thickness for plate 3/8" and less 2.

7% under plate thickness over 3/8" but in no case more than 1/8" c.

Tube Steel.10% of material thickness Base material defects shall be documented in accordance witn Reference 1.C.

General fabrication and installation tolerances are given in.

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 7 f 66 QI.QAP-11.1-28 22 AUG 041983 u.

l 4.3.2 Preheat /Interpass Temperature The preheating and interpass temperature to be used for welding shall be in accordance with the applicable WPS.

Where the temperature of the surface of the material to be welded falls below 60*F and a higher preheat is not required by the WPS, the weld area shall be preheated to a hand wann 3

condition.

The preheat specified on the WPS shall be established before -

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any welding.

Preheating may be perfonned by electric induction, electric resistance, or suitable gas burners.

Preheat and interpass temperatures shall be measured by the use of approved temperature indicating crayons, attached thennoccuples, pyrometers or any other method approved by the Owner.

The area to be preheated on an'y weld joint shall be three times the section thickness or 1",

whichever is less, on each side of the maximum weld width.

The area shall be uniformly preheated to the required temperature before the start of production welding.

Temperature indicating crayons, when used 'for preheat and interpass temperature measurement shall be applied to avoid direct contact with the surface to be wided.

The interpass and preheat temperature shall te measured on the surface of the base material, on the side which the -

welding is perfonned, within 1 inch of the veld joint edge, and along the joint 1 inch frem the starting point for the next weld pass.

f 4.4 WELD INSPECTION REQUIREMENTS (FINAL)

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4.4.1 Weld Inspection The fillet weld size shall be as specified on the drawing except as follows:

a.

Where shim material is to be welded, shims shall be installed in accordance with the drawing or in accordance with Attachments 7,

8, 9,

and 10 as applicable.

BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 2

8 of 66 AUG 041983l i

NOTE:

The use of shims, greater than 2" in thickness, shall require Engineering approval.

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b.

Where structural tubing is welded as shown in Attach.

ment 11 and the weld size is not specified, the minimum 1

weld size shall fill the groove so that the weld is at least flush with the outer surface of the member, ji A fillet weld in any single continuous weld may be less than the specified fillet weld dimension by not more than 1/16 in.-

provided that the total undersize portion of the weld doesn't j

i exceed 107. of the length of the weld.

Individual undersize

• weld portions shall. not exceed 2 in, in length.

Oversize fillet welds shall be acceptable provided additional welding does not distort the it' ems being joined together.

For the special cases where a fillet weld is specified on 4:

the design drawing to join two structural tubes of unequal size and the larger tube has an excessive corner radius, the weld will be a combination flare bevel and a fillet weld.

t The final surface ' of ' ~wel d shall be free from ' slag, arc strike, weld spatter, abrupt ridges and valleys.

Only indications with major dimensions greater than 1/16 inch shall be considered relevant indications.

Cracks are not r

acceptable. Undercut shall not exceed 1/32 inch.

i 4.4.1.1 Class 1 Fillet Welds QCI shall evaluate all Class 1 fillet welds to determine if they are full fillet wel ds.

If it is determined that a weld is a full fillet weld, QCI shall notify ANI and perform t

a PT examination.

NOTE:

A full fillet wid is a fillet weld whose size is equal to the thickness of the thinner member joined.

4.4.2 The maximum weld crown on flare V-groove weld shall be 3/16".

4.4.3 Reinforcement of Butt Welded Joints The surface of the reinforcement of all butt welded joints ~

may be flush with the base material or may have unifom crowns.

The height of reinforcement on each face of the weld shall not exceed the following thickness:

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28

/ 22 9 of '66 AUG n 41983 i

Notainal Maximum

' Thickness, in.

Reinforcement, in.

Up to 1, incl.

3/32 Over 1 to 2, incl.

1/8 Over 2 to 3, incl.

5/32 Over 3 to 4, incl.

7/32 Over 4 to 5, incl.

1/4 Over 5

' 5/16 4.4.4 Weld Repairs Weld repairs shall meet the acceptance criteria applicable for the original weld.,

4.4.5 Comconent Suocort Welds at Skewed Joints Component support welds at skewed joints will be inspected in accordance with Attachment 12.

5.0 DOCUMENTATION OF WELDING 5.1 ASME C04PONENT SUPPORTS Results of visual examinations shall be documented on a Hanger Inspection Report and WDC or Traveler if used.

Results of NDE examinations shall be documented on appifcable NDE Report.

Weld sizes will be recorded on the Weld Inspection Checklist (Attachment 13).

5.2 Weld repairs will be conducted in compliance with applicable process documents (i.e., RPS, 0.T. ).

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ASSEMBLED HANGER RE0VIREMENTS 6.0 6.1 FASTENERS Fasteners will be as shown on the BRH and any applicable CMC's.

Unless otherwise shown on the drawings, fasteners will be tightened securely.

Bol t holes in structural members shall not be closer than 1\\ times the bolt diameter from the edge of the member to the center of the bolt hole.

All bolts, studs, or threaded rods shall have full thread engagement in the nut.

Threaded parts shall be free of rust and shall have free movement.

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1 28 f22 AUG 041983 10 ofl66 Surfaces of bolted parts in contact with the bolt or nut shall have slope of no more than 1:20 with respect to a plane nomal to the bolt axis. Where the surface of a high strength bolted part has a slope of more than 1:20, a beveled washer shall be used to compensate for the lack of paralleli sm.

For friction type bolted connection utilized on removable supports with SA-193 Grade B7 bol ts, the nut shall be tightened by " turn of the put method" or to the following torque values:.

5/8" diameter bol ts - 215 FT-#'s 3/4" diameter bolts - 390 FT-#'s NOTES:

1.

Use hardened washer under bol t head and nut except where bolt head or nut is welded to the bol tup

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2.

Snug tight 'is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench.

3.

If screwed adjustment fit is questionable, the inspector shall notify the Quality Engineering Department.

4.

When seismic arrestors are not available for imediate installation, the fastener materials do not necessarily have to be tightened securely.

5.

When " turn of the nut" method is used for bol t tightening, tighttning shall be done in accordance with Attachment 14.

fi 2 STAINLESS SHIMS Carbon steel supports in contact with stainless steel pipe require stainless shims between the support and pipe when the op& ting temperature of the line exceeds 660*F.

6. 3 SWAY STRUTS 6.3.1 Sway Strut (As Required)

The sway strut unit is composed of the pipe clamp assembly, the rear bracket assembly, and the sway strut assembly.

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE 11 f ','

JOB 35-1195 QI-QAP-11.1-28 22 quG 041983 6.3.1.1 Inspection Criteria All pipe clamp assembly parts used for strut installation shall be sized in accordance with requirements of Attachments 15A, ISB,15C and ISD for NPSI designed hangers and Attachment 15E for ITT Grinnell designed hangers.

Pipe Clamp Assembly ( Attachment 15F, Figure 1) bearing a.

washers / spacers shall be installed between the clamp halves with a high-strength pin. Under no circumstances should the clamp bolts be interchanged with the high-strength pin.

b.

Rear Bracket Assembly (Attachment 15F, Figure 2) washers shall be on the inside of the bracket arms.

The size of the cotter pins, when used, should be the maximum size the hole will accommodate and shall be fully opened.

Split snap rings, when us ed, should be examined to verify that the rings are not broken, sprung or defonned.

NOTE:

Spacer / washer may not fit when assembling the rear-bracket, due to the tolerances. One or more spacer /

washers may be deleted providing the resulting gap is less than the thickness of one spacer.

For horizontal brackets if only one spacer is ins talled, it should be placed on the underside of the spherical bearing when applicable.

Sway Strut Assembly (Attachment 16, Figure 1) spherical c.

bearings should be staked tightly in the adjustable ends. The sway strut should have the correct adjustment as per the design drawing and the jam nuts should be snug tight.

If engagement sight holes are present on the strut body, thread engagement should be verified.

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WMNM(awstrutNta**AttathMmfBRE!1 NOTE 1:

The clamp halves shall be tightened against the spacer provided with the clamp so that the proper clamp gap is maintained. Excessive gap at the upper end of the clamp can allow enough space for.the spherical bearing to be dislodged from the eye rod end.

Additional flat washers may be installed to fill-in this gap.

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SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 j22

. AUG 0 4198 3 12 of 66 I

l, NOTE 2:

Prior to strut installation, bearing internal and external surfaces shall be free of rust and foreign material and bearing shall move l

freely within the housing.

Bearing shall be e

finnly secured in the eye-rod.

This shall be evident from punch marks around the bearing housing.

NOTE 3:

Threaded parts of sway struts shall be free of rust and shall have free movement.

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l 6.3.2 Uoset Threads Thread upset verification of all sway struts, including modified struts, shall be stamped on both ends wi th a 5-point star or a 6-point star, indicating that thread upset was verified at the time of manufacture or on si te,

respectively.

Stamping verification shall be documented on the HIR by the QC Inspector.

When the star stamp is not verifiable on struts that are installed, the following procedure shall be used:

a.

QC shall verify thread engagement if site holes are present in the strut body.

b.

If site holes are not present, Construction shall disconnect one end of the strut and attempt to back-out the threaded members on each end of the strut body.

If the threaded member will not back-out due to proper thread upset, QC shall accept the sway strut and stamp both ends with a 6-point star.

If the threaded member backs-cut of the strut body, Construction shall add site holes in accordance with appropriate construction procedures.

6.3.3 Site Holes Site holes added by Construction shall be located according to dimensions given on Attachment 18.

Socke t-type couplings shall have a 1/4" diameter hol e crilleo tnrougn the coupling nut and the pipe wall on both j

ends, one side only as shown on Attachment 18.

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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 gt. gap 11,1,28 122 13 of 66 I

AUG 0 41983 Solid-type couplings shall have a 1/4" diameter hole drilled througn t..e pipe wall on both ends, one side only as shown

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on Attachment.18.

NOTE:

The Z (min) dimension ( Attachment 18) shown for solid type coupling as a minimum.

If layout in.

dicates that the site hole will be drilled through the weld, the site hole should be adjusted to just clear the weld.

6.3.4 Spherical Bearing Restaking Spherical bearings that are loose in the eye rod or have become dislodged, require restaking prior to installation.

Inspection of spherical bearing restaking operation shall be performed in accordance with Attachment 19.

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6.4 SWAY STRUT (MODIFICATION) 6.4.1 Unit Assembly Inspection Criteria Unit assembly inspection criteria shall be the same as the original inspection criteria defined in Paragraph 6.3.1.1.

6.4.2 Alignment Inspection Criteria a.

ITT Grinnell sway struts sizes A, B, C,1 through 8 end plate centerline misalignment and socket weld couplings adced to the extension pipe shall not exceed 1/2.

b.

NpS sway struts sizes SRS.06 through 36 centerline misalignment of socket wld couplin to the not exceed 1/2,gs added extension piece shall Socket welded end coupling centerline misalignment shall be kept to a

minimum, c.

All socket welded couplings require a minimum of 1/16" pull back of the extension piece for. proper fit-up.

( ANSI minimum engagement requirements for pipe socket weld couplings are not applicable to sway strut modiff-cation.) See Attachment 16, Figure 2, for proper fit-up illustration.

d.

Fixed strut end plate misalignment shall not exceed 1/16" from the pipe centerline.

"C-C" dimension provided in the bill of material or in the sketch are provided for material take-off purposes only and does not require inspection. The maximum C-C dimensions are provided in Attachment 18 for different size sway struts.

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE

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4 JOB 35-1195 QI-QAP-11.1 28 f 22 E 0 41983 14ofl66 Deviations exceeding these lengths are not permitted unless authorized by a design change.

e.

Aligruen't measurements for couplings added to the extension piece may be made utilizing a jig as shown below or other suitable measuring methods.

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Solid type couplings on rigid struts shall not exceed 1/16"~ misaligruent from the pipe centerline.

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If the measurement' as --taken efrom the top 1of the. fig.to the sway strut varies within. the dimensional tolerance given at "A" above with readings taken at 90* interval s around the strut, then the alignment may be considered to be accep table.

This measurement should be taken from both ends of the coupling.

6.4.3

' Weld Iaspection Final visual inspection of weld surface shall be in i

accordance with Paragraph 4.4.1.

Weld size shall be in accordance with the following table:

ITT Sway Struts NPSI Sway Struts Strut Size Min. Weld 51 3 Strut Size Min. Weld Size 1

AC 3/16' 06-10*

3/16"*

1-3 5/16" 12-14 1/4" 4-6 3 /8" 20 5/16" 7

5/8" 24 3/8" 8

3 /4" 36 5/8"

• Need not be larger than the thickness of the collar.

Strut size code may be determined by measuring the eye rod

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diameter and multiplying that dimension by 8, for example:

3/4" diameter x 8 = SRS.06, 21 " diameter x 8 = SRS.20.

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 22 16 #

M 0 41983 6.5 TEMPORARY SPACERS FOR SNUBBERS Temporary flat bar cut to the appropriate " pin-to-pin" length requi rements may be us ed when seismic limi ters (snubbers) are not available for immediate ins tallation.

When supports are completed, with the exception of items such as limiters, all other inspections may be performed and the applicable items signed as acceptable. Any exceptions shall be noted on the applicable inspections document placing an asterisk next to the inspection which cannot be completed.

An explanation of the incompleted inspections shall be.

entered in the comments section of the HIR and in the operations section of the MWDC as per the following example:

EXAMPLE:

(Limiter) not installed.

NOTE 1:

Seismic limiters are installed per Reference 1-F.

NOTE 2:

The C-C dimension provided in the Bill of Materials or in the sketch are provided for material take-off

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purposes only. The maximum C-C dimension for given size snubber shall be per Reference 1-F.

6.5.1 Modification of NPSI Rear Brackets-Rear brackets for size 35 and 100 snubbers shall be checked for the snubber interference per Reference 1-F.

6.6 SPRING CANS Spring cans shall be inspected to verify that the spring can turnbuckle is fully engaged with the support rod, all slack is removed from the support rod, the jam nut is tight, and the spring can stops are installed.

6.6.1 Spring Can Stop Removal In those cases where the spring can stops have been removed by TUGC0 in order to facilitate system tes ting, the QC Inspector shall annotate the MWDC to reflect the spring can stops were removed by TUGCO.

In addition, the QC Inspector will be provided with documented evidence of TUGCO 's direction to B&R of removal of the spring can stop(s). The MWDC will indicate that this documentation has been reviewed by QCI.

l NOTE:

QCI shall enter " Stops Removed" on Operation for

" Spring Can Stop Ins tal led" Operation on MWDC.

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BROWN & ROOT, INC.

ISSUE CPSES NUM8ER REVISION DATE PAGE 22 AUG 0 41983 16 of '66 JOB 35-1195 QI.QAP 11.128 1

6.7 PIPE SUPPORTS CONTAINING LOW FRICTION BEARING PLATES 6.7.1 General The low friction bearing plate assembly includes a machined mating surface, bearing plate, a keeper (generally a small slice of tubing), a pipe attachment (ger.erally a channel, tee or wide flange assembly) and usually a pipe clamp.

The actual bearing plate can be one of four types:

The AE.6 lubricant is premcided into.

a.

Lubrite AE.6 cylinders and pressed into drilled holes in the substrate material.

q b.

Lubrite AE.7

'The AE.7 lubricant is a powder mix which is hydraulically extruded into circular channels in the substrate material.

NOTE:

Lubrite plates can be identified by "LUBRITE"

. trademark stamped on the back of the plate.

For both AE.6 and AE.7 bearing pl ates,

lubricant supplied in can marked AE.6 shall be applied to lubricate the machined mating surface.

c.

Lubron AE.a0 - Similar in appearance to Lubrite AE.6, however the entire bearing surface has a black finish.

Where Lubron AE.40 is used, AE.100 lubricant shall be applied to lubricate the machined mating surface.

d.

Lubron AE.30:

Similar in appearance to Lubrite AE.7.

Where Lubron AE 30 is used, AE.100 Lubricant shall be applied to lubricate the machined mating surface.

NOTE:

Regardless of the product specified on the design drawing, all four bearing plate types are interchangeable provided the correct lubricant is applied to - machined mating surface. However, only Lubron AE.40 shall be used on supports inside the Reactor Building.

The pipe attachment has an unpainted smooth surface where it L

mates with the lubrite plate. This surface should be coated l

with lubricant supplied in cans to protect it from rusting.

If not covered or if the coating. is damaged, additional liquid lubricant should be applied.

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BROWN & ROOT, INC.

ISSUE CPSES NUM8ER REVISION DATE PAGE JOB 35-1195 22 66 17 f QI.QAP-11.1-28 i

I AUG 041983 i

l When welding, care should be exercised because of possible damage to the lubrite plate and the mating surface.

See Attachment 20 for typical support with lubrite plates and Attachment 21 for typical AE.6 and AE-7 Lubrite plates.

6.7.2 Inspection criteria

~

The following inspection attributes shall be verified and documented on " Low Friction Bearing Plate Installation Report", reference Attachment 22.

a.

Verify that the mating surfaces at the lubrite plate and the machined face of the pipe attachment are 1

parallel.

Maximum deviation shall not exceed 1/32 of an inch.

Shims may be used to obtain this parallel tolerance if necessary.

The bdaring plate shall be placed in the keeper (s) with the graphite surface (s) towards the machined surface as illustrated in 0.

b.

Verify that the face of.the pipe attachment has been machined to a 63-125 RMS finish (using a' finish comparator or other approved _ method).

c.

Verify that the machined surface is coated with an approved liquid lubricant.

Surfaces shall be recoated if necessary.

d.

Verify that the AE-6, AE.7, AE 30 or AE 40 lubricant is installed in substrate ma terial.

More than 10 percent of the lubricant missing from substrate plate is unacceptable.

NOTE:

Lubricant inserts and lubricant coating veri fication shall be made prior to the support being loaded.

e.

Final weld surface inspectien of keepers welded to support steel shall be in accordance with paragraph 4.4 NOTE:

Low friction bearing plates should not be in place when welding the keeper.

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q BROWN & ROOT, INC.

ISSUE

~

CPSES NUMBER REVISION

DATE, PAGE JOB 35-1195 QI.QAP.11.1 28 l22 AUG 0 41983 18 o{ 66 j

g.

Verify that when a clamp is used, the correct alignment

.as described in 6.7.2.a above.is maintained even after the clamp has been tightened.

6.7.3 Low Friction Bearing Plate Modific'ation In some cases, low friction bearing plates may require the square corners to be ground off in order to fit into the keepers on which the corners are radiused.

If this is necessary, verify that the ground area does not penetrate.

Into the lubricant.

6.8 CRITERIA FOR SHIMMING AND CROUTING WALL OR CEILING SUPPORT BASE PLATES Support base plates shall not exceed a 1/16" gap between the baseplate and concrete for a minimum of 807, of the baseplate area.

The gap between the baseplate and concrete for a maximum of 20*. of the plate may exceed 1/16", but at no point shall the gap exceed 1/2".

The gaps shall be measured from ' the periphery of the base plate.

If this criteria cannot be met, the plate must be grouted with an epoxy grout Ceficote 658 N. ' Shim material may consist of steel shim plates or washers of a size necessary to allow proper Hilti Bolt torquing without base plate defomation.

The grout filled hole shall be 1/4" diameter and shall not be drilled within 1 inch of a concrete anchor.

The hole shall be located outside the bolt hole pattern.

Floor mounted component supports that are not flush mounted, require shimming and grouting. Shim material may consist of steel shim platas or washers of a size necessary to allow proper Hilti Bol t torquing without base plate defomation.

6.9 CONSTANT SUPPORTS 6.9.1 General For identification of constant support parts / hardware discussed in this section see Attachment 23.

6.9.2 Inspection Criteria The following inspection attributes shall be verified and documented on Constant Support Inspection Report ( Attachment

24) when inspecting constant supports:

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE OB 35-1195 9 f 66 QI QAP-11.1 2E 22 AUG 041983 J

~a.

Location and orientation is ' as shown on the design drawing.

b.

Constant support harsware identified on the ' support sketch bill of materials is correctly installed.

c.

Check the constant part code and the factory load setting on the nameplate and verify it is the same as on the sketch bill of materials.

d.

Travel stops which preset the constant travel to its, design " cold setting" operating position are installed, when visible.

NOTE:

Unless authorized in writing by Engineering constant support shall not be utilized to raise the elevation of the supported pipe by adjusting the load coupling.

6.9.3 Load Adjustments After load adjustments have been compl eted, QC shall be notified to verify fastening devices are properly secured.

This verification shall be documented on the Constant Spring Load Adjustment Log Sheet, See Attachment 25.

6.10 INSTALLATION OF SPECIAL PIPE FASTENERS Installation of special pipe fasteners, such as Western cl amps, etc.,

which do not involve any welding during installation, shall be accomplished in accordance with the latest approved Engineering drawing.

Threaded parts shall be free of rust and shall have free movement.

QCI shall generate Hanger Inspection Report (HIR),,

indicating satisf actory installation of the i tem. Material traceability / identification, such as, items' model number; part number; heat or lot number, as applicable shall be documented on the HIR.

When specific torque values are identified on the drawing, QCI shall witness that the final torque values are in accordance with the drawing.

The torque val ue,

the ~M&TE number and date of the calibration shall be recorded in the comment section of the HIR.

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O BR0tm & ROOT. INC.

ISSUE 7

CPSES NUMBER REVISION DATE PAGE y

22 20 of 66 JOB 35-1195

'QI.QAPoll.1 28 i

AUG 041983

/

Any ' condition adverse to quality installation shall be documented in accordance with Reference 1.C.

7.0 DOCIMENTATION The results of component support inspections shall be doctmented on the " Quality Control Hanger Inspection Report" a

(see Attachment 2 and 2A) and the " Multiple Weld Data Card"

,I (see Attachment 3) for that support. The infonnation needed to complete this Report will be obtained from the Hanger-documentation Package and physical inspection of the 1ji component support.

All inspection points on the Hanger' l}

Inspection Report and hold points on the Multiple Weld Data Card shall be satisfie.d as applicable.

i 7.1 INSPECTION 00CtMENTATION FOR MODIFIED VENDOR ITEMS All hold points assigned in the Vendor Supply Modification

,I Card Record (VSMCR) (see Attachment 26) shall be satisfied,

}

as applicable.. A WFML.is. provided on the back of the VSMCR -

for documenting the use of the weld filler material used in s

modifying the strut.

7. 7.

FINAL SUPPORT INSPECTION When the support is ready for final inspection, Construction shall notify Quality Control Inspector and present to the inspector the hanger package.

Discrepancies identified during inspections that do not require an Engineering evaluation or rework documentation will be ' identified to the craft prior to QCI acceptance.

The inspector will perfonn a detailed visual inspection per the provisions of this Instruction, complete the Hanger Inspection Report and the - Mul tipl e Weld Data Card, as applicable.

A Upon completion of the documentation package, it shall be forwarded to QES for review in accordance with Reference 1-G.

If the support base plate required shimming and grouting per Paragraph 6.8 and has not been shimmed and grouted, an Unsatisfactory Inspection Report shall be generated. The IR number and a note stating, " Shimming and grout required" shall be added to the Multiple Weld Data Card and the IR shall then be sent to - Civil QC for further processing.

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 22 21 of 66 REMOVAL / REINSTALLATION OF SUPPORTS / HARDWARE 7.3 Supports / hardware that need to be removed per an " Item Removal Notice" (IRN), without involving cutting or welding, shall be. removed and reinstalled per QC Checklist, Attachment.' 28.

~ ~~

NOTE:

An[' operations that are not applicable shall be marked "NA",

initialed and dated by the QCI.

7.4

' MODIFICATION PACKAGES Final inspected items requiring modification as a result of the issuance of Des,ign Change shall be reinspected in accordance wi th the applicable requirements of this procedure.

8.0 REPORTING DEFICIENCIES /NON-CONFORMANCES Deficiencies /Non-conformances shall be reported and documented in accordance with Reference 1-B/1-C.

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ISSUE CPSES NUMBER REVISION DATE PAGE i

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ISSUE COSET NUMBER REVISION CATE PAGE JOB 35-1195 QI-QAP-11.1-28 22 AUg 0 4jggg 23 or 66 ATTACEMENT 2 N*""Y CN5CL M M PDG*

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ISSUE CPSES NUMBER REVISION DATE PAGE

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J08 35-1195 22 AUG 0 41983, 24 of 66 aI-QAP-ll.1-28 ATTACEMENT 2A INSTRUCTIONS TO QC HIR 1.

The drawing number of the hanger.

2.

The class of the hanger (1, 2, 3).

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The revision of the drawing used to perform the inspection."

4.

The grade / type of the material'.

5.

Inspector's signature / initial and date of location correctness per procedure.

6.

Inspector's signature / initial and date of visual.

7.

Enter additional NDE (i.e. LP, MT, UT, RT) processes, enter QI-QAP and revision.

8.

Any comments that may be pertinent to acceptance.

9.

The NCR(s) written on hanger, if a'ny.

NOTE: When form item numbers are dot applicable, enter N/A.

QCI shall document the result of spherical bearing inspection and condition of threaded parts of the components in remarks

-column of HIR.

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ISSUE CPSE3 NUMBER REVISION DATE PAGE JC8 35-1195 22 AUG 0 41983' 25 o, 66

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ISSUE CPSES NLNBER REVISION DATE PAGE j.

JOB 35-1195 gI,QAP-11.1 28 l22 26 of.66 I

4UG 0 41983 ATTACHMENT 4 GENERAL FABRICATION AND INSTALLATION TOLERANCES Fabrication and installation shall be performed in accordance with the drawing detail and the following permissible tolerances:

Fabrication Tolerances 1.

Length a.

Support members (except rods) up to 12" 1/8" b.

Support members (except rods) over 12" 1/4" 2.

Holes

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a.

Diameter 1/32" b.

Centerline location 1/4" or as shown on the design drawing Installation Tolerances 1.

Base plate attachment 11 /4 "

2.

Seismic Restraints a.

Restraints, anchors, guides, etc.

1)

Location; pipe diameter 24" and larger (Class 1,

2 and 3) and 2" and smaller ASME Class 1, 2" 2 2 x pipe wall thickness, axially from the design location.

2)

Location; pipe diameter 2" and smaller.

ASME Class 2 and 3.

1 i) Support location tolerance is 6" on the span indicated on the location isometric drawing. This tolerance is not to be projected through or around fitting or components,

11) location of certain supports, identified with an asterisk (*) next to the dimension on the ISO, have a location tolerance of z 1/2".

Inability to meet this requirement must be brought to the attention of Engineering.

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE QI.QAP.11.1 28

' 22 AUG 041983 27 of 66 NOTE:

In certain cases Class 2 and 3, 2" and smaller supports require the same location tolerances as 2k" and larger and 2" and smaller Class 1 support (1 above).

These are identified by the presence of a stress problem number on the design drawing.

b.

Attachments to center of structural steel reaction members.

Location; 12" NOTE:

A reaction member is defined as a member which is "

part of the building structure, i.e.,

embeds or embedded plates and strips.

Parts of the hanger, i.e., base plates, are not considered as reaction members.

c.

All supports may be installed S (five) degrees from the design orientation, unless otherwise noted on the drawing.

To prevent binding within the clamp and/or brackets, struts t

and snubbers shall not be installed with an offset of more than 5 (five) degrees.

i 3.

Pipe Clearances a.

Where the design shows 1/16" on both sides, the total dimensional tolerance shall be 1/8"

• 1/16" (e.g.,

0" on one side with 1/8" 1/16" on the other,1/16" i 1/32" on both sides, or any combination).

b.

Where the design shows 0" on one side and 1/16" on the other side, the sum of both gaps shall not exceed 1/8" or be less than 1/32".

For low energy lines, if the clearances defined above cannot c.

be maintained, a total clearance of 1/8" 1/16" on any two ad,jacent sides is acceptable. (Low energy lines are' defined as those having operation - temperatures and pressures less than 200*F and 275 PSI, respectively.)

4.

Axial Restraints Where the design shows 1/16" clearance between shear lug and restraining member, the total clearance for both sides of the restraint shall not be more than 3/16".

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 22 AUG 041983 28 or 66 5.

Reference Dimensions All dimensions shown as reference, indicated by (Ref) on design drawing, shall have a tolerance of 12".

6.

Pipe Erection Tolerances (With Respect to Hanger Installation)

Dimensions on hanger detail drawings between structural items and the pipe center line may be adjusted within the limits of pipe installation tolerances as stated below without acquiring a design change from Engineering.

The other working point, dimensions locating the structural components of the hanger shall have a tolerance of il (one) inch.

Other established talerances regarding axial, location, alignment, and base plate attachments shall be adhered to unless noted otherwise on the drawing.

The following tolerances are authorized for piping erection:

Gradient - 3/16" per foot maximum (this applies to horizontal lines deviated from level only.

Deviation from plumbness of vertical lines and' horizontal departure from design will be controlled by the two inch tolerance on location.)

Sloce - Min'imum slope shall be as designated on the drawings.

Location - 12" maximum.

7.

Installation of U-bolts on large bore /small bore supports shall be inspected as follows:

1)

U-bolts used in pinned connection application (i.e., struts and snubbers) are to be installed snug on the pipe as shown in Figure 1 for large bore supports.

2)

U-bolts on rigid frames (large bore) shall be installed as shown in Figure 2.

3)

For ins tallation of U-bolts on 2 inch and smaller pipe supports, Figures 4 and 5 show acceptable arrangements when the design drawing depicts the configuration as shown in Figure 3.

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SROWN & ROOT, INC.

ISSUE

".P SES-~

NLNBER REVISION DATE PAGE JCB 35-1195 qI-Q

-11.1-28 22 AUG 0 41981 29 or 66 ATT.\\ CEMENT 4 (CONT'D)

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ISSUE CPSES NUMBER REVISION DATE PAGE QI-QAP-11.1-2E j

AUG 0 41983 ' 30 or'66 22 ATTACHMENT 5 1.0 GENERAL 1.1 PURPOSE AND SCOPE This attachment provides the inspection and verification requirements for material or items to be salvaged from l

Vendor supplied and B&R fabricated component support i

assemblies. ASME Class 1, 2, 3 or Class 5 and subsequently used in the fabrication of Class 1, 2, and 3 supports in accordance with reference 1-A.

t 5

This instruction does not apply to the salvaging of moment

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restraints.

. 2.0 INSTRUCTION 2.1 SALVAGING Component support' parts such as structural steel, snubbers,

.,(

spring cans, etc., may be used on component supports other than those for which they are designated, provided requirements of this instruction are met.

q When an item is salvaged for use on a support other than the t3i one for which it was designated, the original support mark

']

and serial number; or mark, MIC or heat number; or mark and

{

heat code shall remain distinguishable on the item.

j If the vendor fabricated component support with ASME Code plates are salvaged and used on supports other than those for which they are designated, the Code plate (s) shall remain attached to the item if one or more welds remain. When all vendor welds are removed, the code plate (s) shall be removed, fl provided the original support number is transferred to the 5;

vendor part.

Authorization to remove name plates which are shown on the drawing shall be provided by Engineering on the

2 appropriate design change.

Construction shall transmit the QC will subsequently Code plate (s) to QC by(a 3-part memo. transmit the Code plate s) to the Ow a

f For B&R fabricated supports / parts that are to be salvaged

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which contain welds and these welds are to be salvaged, f

Welding Engineering is responsible for providing the 5

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BROWN & R007. INC.

ISSUE CPSES NUMBER REVISION DATE PAGE 31 f' 66 JOB 35-1195 QI.QAP.11.1 2E l22 l

AUG 0 41483 i

I L

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ATTAC*ENT 5 (Con' t)

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documentation (WDC, WFML, etc.) necessary' for QC to accept i

these wlds.

This documentation shall become part of the new support data package.

2.2 LOCATION CF SALVAGED SUPPORTS 7

When B&R fabricated supports and vendor supplied supports, either Code stamped or not, are designated for salvage and.

returned to the warehouse,

• these supports shall be reinspected by receiving QC in accordance with Paragraph 2.3.

When BAR fabricated supports and vendor supplied supports, either code stamped or not, are to be salvaged they do not p

need to be returned to the warehouse but shall be reinspected by ASME Field QCI in accordance with paragraph 2.4.

t i

If B&R fabricated supports are returned to the warehouse, i

the requirement of Paragraph 2.3 apply. -

l 2.3 SALVAGED MATERIAL RELEASED FROM WAREHOUSE 1

Upon receipt of Material Requisitions (MR) from the warehouse for salvaged supports / parts, the Receiving Inspector shall i

verify the following:

i a.

The MR identifies the intended use of the material or i

parts.

l b.

The PR identifies the original mark or support number from which it was salvaged if the part being salvaged is 1

l a Code stamped part.

c.

All material, parts, or assemblies are identified by a unique mark or assembly number traceable to the original support identification for vendor supplied j.

Code stamped parts.

d.

B&R fabricated component support parts or materials and B&R bulk (including Class 5) exhibit a heat number

.hich is traceable to an available material l

certification.

i e.

All vendor supplied support parts, ma terial s, or assemblies are traceable to an available material certification.

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BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE J08 35-1195

/

QI-QAP-11.1-28

22 AllG 041983/

32 or 66 ATTAC}f1ENT-5 (Con't) li Upon completion of the above verification, the Receiving Inspector will sign and date the MR.

2.4 INSPECTION AFTER RELEASE TO FIELD

.i Once salvaged parts, materials, and/or assemblies are J

in the field for the construction. Quality Control shall perfonn the following verifications:

a.

All vendor supplied, Code stamped, support parts or assemblies exhibit the unique identification number as i

shown on the corresponding MR.,

b.

All 8&R fabricated component support parts, and bulk j

material exhibit the heat number as shown on the MR, if l}

released from the warehouse.

jl If the support part was not returned to the warehouse,

n the original MR shall be referenced on the new Material Identification Log (MIL).

All non-Code stamped vendo'r parts or materials exhibit c.

i the unique identifier (N-MIC No. for NPSI; Alpha-

]

numerical code for ITT) as shown on the MR.

i 4

Upon verification, the QC Inspector shall assure that the above applicable information is recorded on the appropriate form.

QC acceptance shall be documented by signature and date on the MIL.

2.5 MATERIAL RE-CLASSIFICATION When a salvaged support or part is to be used on a higher Code class than it was originally supplied for, it shall be evaluated in accordance with Reference 1-H.

NOTES:

1)

No evaluation is needed when a salvaged support or part is to be used on a lower

+

lj Code class than it was originally supplied for.

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2)

No evaluation is needed for NPT stamped 4

component standard supports, if they will be I

used on the same Code Class as originally 3

manufactured.

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u SRC'aN & ROOTS INC.

ISSUE C?SES NUMBER REVISION DATE PAGE 22 AUG 0 41983 33of66 Jcs as-m s I

cr-w_u..t-2s AT::Ac2ENr 6 e

INSPECUCN REQUIREMENTS FOR CCMPONENT SUPPORTS i

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,3.

!T W1221 8' ate 1 9eff Nif M eden tutt..

'T T

T T

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s 4

4

.C auine so ien.e+oes us s

s 1

7a so iet se,eee roe w at Y

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• su m awee-t x

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i I

ff 4 ** W Z:

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e j./

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ee+c3

(

l l

f! 4 M M **7 8 r f f Naee-s td en s t*

t t

'4-v Gass s.4 9'I'2 8'Ti t Welds t

'f' t

/

.i..taer.e.cs t

t IU E 231 FJll Pertet.=at*on But*. 'delcts ~

i j

s' ate i Delf raes,stae I t/t* fn Thietsess t Y t 4

1

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4-

e BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-ll.1-28 22 AUG 041983 34 r 66 ATTACHMENT 6 (Cont'd)

_. _ _,..,.. - - ~ ~ - ~ - - - - - ~ ~ * ~ * - ~ ~ ~ ' ~ ~ ~ -

~T NOTES

~ ~ ~ -. ~.

1.

Purge is not required if wall thickness of pressure piping exceeds 1/4" thickness. Where purge is required, a hold point for purge dam e

removal is also. required.

, 2.

When the results of Radiography are not meaningful, ultrasonic examination shall be performed.

In addition, the adjacent base i

material for at least 1/2 inch on each side of the joint shall be examined by either MT or PT.

3.

When the requirements of note 2 can not be met, the welds including the adjacent base material for at least 1/2 inch on each side of the weld shall be examined by either MT or PT.

I 4.

Full penetration welds.in P1 material over 1 " requires Post Weld Heat Treatment.

t.

- 5.

Fillet and partial penetration welds in P1 :iaterial over 1\\" with a throat thickness or groove dimension over 3/4" require Post Weld Heat Treatment.

'6.

Inspection Requirements for Repairs to Component Supports A.

Weld Metal repairs that require welding will be reinspected with original NDE method that detected the defect. The cavity shall require a V.T. as a minimum.

B.

Elimination of weld metal surface defects by grinding, that do not. require welding, will be examined by MT or PT after blending.

C.

Base metal repairs wfIl be examined in accordance with the mat-erial specification for the material affected.

x,..

}

BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-23 22 AUG 0 J 109 as or 66 ATTACHMENT 7 SHIM SIZE, WELD SIZE AND WELD LENGTH i

. ~

SHIM

/

f-A[

Iiff'fjfffff/],2%%K+-

Si r

~... g y g i

i TUBE I

8 b6I

_g

~ '

/

"A" SHIM THICKNESS "S" WELD SIZE

• MIN. WELD LENG H 1/16 1/16 1/2 1/8 1/8 1/2 3/16 3/16 1

FROt 1/4" to 1/2" (Inclu.)

1/4 1-1/4 OVER 1/2" to 3/4" (Inclu.)

5/16 1-1/2 OVER 3/4" to 2" (Inclu.)

3/8 1-1/2

• FOR SMALL BORE, THE WELD IS EQUAL TO THE WIDTH OF THE SHIM l

[

o v)

SROWN & ROOT, INC.

ISSUE CPSES

, NUMBER REVISION DATE PAGE JC8 35-1195

/22 AUG 0 41983 36 or 66 cz-w-u.1-2s

.8 Amc 3 sgIg sI:g, WELD ' SIZE AND WELD LENG

.e.

Total LasupIs of sartu demar H =

~

1/1i' "jl

,_.,""Wi n.

gg sotti

_ _ x..sm._s,

,_s,

,.m-33rta a.

Langels of SIHus Es. 2 I

• W,7 angu er som.33. a p

(

~

~

v Ntutuus.

I I

8i

,.. ~ ~,..

$k

/

,"fifff)/if *Mifff ff/d fffs

~~

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• sd M M/ * 'f 0!N' W V

ff

)

+

._ SHDt WDTH T

g.

wu,.,ess.x msm_E 7 h Plau

/

Tube Stast _

i l

l-1 e

l l

1.

The sinimum shim width is equal to the minimum weld length, requirM by Attac.%ent7, plus one inch i

r 2.

For large bcre pipe, the minimum shim widta is 24*.

..-..~..........

3.

For 2" and smaller diameter pipe, the i

minimum shim width shall not be less l

3 I than b" unless otherwise noted on the i drawing.

e

.-a

~....

g-......

)

3

..)

SRO'aN & A00T INC.

ISStjE C?SES MUMEER REVISION CATE PAGE.

I

( 66

'~

j at-c u-n.1-2s J08 35-1135 l 22

/ AUG 041983 37 f.

Am 9 SHIM SEZ AND '7ZI.0 FOR STRUC mtAI. MDfBERS s+.to na:r.

'!GM

• i i

scu :

FIME t.

/

WAEN:75AV////NNV0f///E7//////////2b.2{

)

T l s

N r-m

$/

s-c::: a lu::s A

N iy z

(

3

- ::r SEM 2 az:nL cm Gust:st. - =mr FI;asz 0:5 =cre 9er Mcc8 I/18.

- 2 ss:x O zis MNr 7: Jazz - 2IN: Samm mm a sg3 I

M:Is 1/2.s. (23:52 3:21/t= sunt..9=L/1 s.1/Is* scu s=1/14) l swasseeswan4 st n.us::

I 1

l t.

nm =1m== sats.teta is amat m e. etnisu 14 tensta, reautrw try Ac:ac.eent 7, give one inca.

I l

r. For ta.rse her, pipe, ca. =1stmus ents.w.iets is tv...-

r,.,.

l 3-For 2" and smaller diameter pipe, the minimum shim width shall not.be less

,than 1" unless otherwise noted on the 2

! drawing.

i

~

_.:.___.~ _.., _

.. ~-.

.-.a

.7.

^

SA0WN & ROOT, INC.

LSSUE C?SE3 MUMBER REVISION CATE PAGE

1. 8'~*'

! 22 AUG 0 41983 38 of 66

- i cI-w-u.1-2s AT3 cts 10 f

IE:lD E =lE 3,i n z m IC R N S C M E E5Es 1EIN CDE5Z3G SEDS, M Ml3I12 M '5E3 SEDS SEZZD E E3GED 2 M ZE 5:IEL CBE255 C3M:BE:3E 2355lMD E N ESTE TIME 2".XEMIIE MN Armcy;&,

1 O

I IN Q

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e i

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j M 5:2 2 EZ3L T "EE "N CD SCM 30. 2.52"mCllt 5:2

• EEl3:3ED I3 5/18. IEEEE 2 7:32' 3 E32Z. "l3 (5) F:';E

maz = iu:s su anzz,.m:st!, M m:n :zzz:5 :s n m "Jz scx ic=nL j

)

9 i

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M.

\\

.. +,, -. -.. -,.. _ _.

..... _. ~ -. _ _. _

9 9

IRCWM & RCCT,. INC.

!!IUE C7tE3 MUM 8a Ar(ISICN CATI PAGE

'tS 35-1155 gr.ow-II.1_2s 22 AUG 0 4198.1 39 of.'66 L. e.. n

=

staucTum. Tusts WEI.D JOINT DESIGMS TWO sik.UCTURALTUEE5 CF EQUALSizE Cd/o = 0 l-E kk r

b r

0

(.

V /,

.N mc staucTUR.4LTUEES OF UNEQlJAC SIZE

/

J t = Thtdmess of trrinner satorial

• V N

n d

\\.

I l

Wu.

t4 =.

l l

4 Ar miu.

45'mt4

\\ t Mty,,

(tx '4A) 7 t

h (r

MWM C4 CWG. _l lc fdi. MlM l

l(

(

l

= =,

oh+ mm.)

l' m

O D

, G To be used enen the ratio of To te useo enty een tne ratta

0.,.yj g q e1 ato $,0.s

% FCR WET 3 SIZE RET.F4RA 4.4.1(h i

h-O 2

n

SROWN & ROOT, INC.

ISSUE C?sES NUMBER REVISION CATE PAGE Josas-hss AUG 0 41980 f

O,I-CE-11.1-28 22 40 of.66 2

\\

ATDCEEE 12 j

SKZwE5 JOINT (S_)'

w 8

Ptr h amples enseur 4 > 135, tema t,-

ammi :x:s ta h atzzes iakt si:mi minus "W is es1Lui 2:=, in WILch came tous inkiisill ha a acumal fillas inkiisith size ww hr tbs Mh cf ten Wal semi tfm sIcpe.

If ainnLi sima is pt:cridsmi cut the c*'= ^ -W, tbs dsundzur takt. aims isill,gevire:L (ame, skue=161 balcad.

9*W*Tet Wa*4 w

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sen11 m=ttf tt:ssa tbn T h-stume in shendt 4 2 8,3 hakar asume 1si=2 tbs imLi size stzne czt tbn 5

'*2^

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Ftr shamed ax;ImsMascar '6d'> 6 2. 45, the W shall be *W a 0

shalt he menszeu*

ganove.wa.14 in lims cf a 212.2me e me *d-45

=w ad-shall, at a M-meet the = mesi cf the tahle sban helew in siamed 41.

Grceve welds

e. :.-.

=\\

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1. 1

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(0.375") r G = 5#

".be mens. ui "i" Awm ::::sc he at least 0.2372".

m

\\'

N.~.2r Skewed w.id jed=ts wi.h an ac::ta a:)gle less dan 60* hrte beers 6Sc8 c*d 1 ' 'me eitar a ' at er,.ar-d =1 per.e = 2*' m

. eld sy:::ci, eitbar sy:t=1 is aeM e.

-. - - ~

- - ~ ~ ~ - - -.

...~.: r.....:....-

• • -~~-~.:._*....

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...)

SRC'.M & A007. INC.

155tjE C?!E3 NQGE.9 REVISION CATE PAO,C

~.. scg. 35,113e 7

cr-c e-n.1-2s

. AUG 041983 42 or 66

~

~

22 Aw.7:' I.2 (c.rr4n a*)

.~.... a.

10 4 6.4.468, tae weld shall be c=nsferr9ed 8

for skmed angles h,

a partiai peet:-ation graove weld to-1!.ma of a fillet weld. For a giver weld si:n(s), tse "t* dimension shall be arisured and shall.. at a staimys, zest' the requirements of table sacwo below.

\\

8 t

~

SCfie<4=E b

\\

~.

C.

em7 r

y T A St E.

w e s srad'd.' p.OW O R2ausRsc s

I T/a -

1/tc.e -

Wb I/ z.

k'b-c/w., '

' 'Mo.

..T/s

// 2.

'1 % c,,

l 3/4 4 /10 i.

l

'nCTh If a fillet weld rmont was used, the fillet sima is "S".

l i

i i

,q-i,

?

' e %,.

f m

- ~.

..w

_.-r,,

.._..___-..,_I.,_.

l.

p

.,).

SRCWN & RCOT,INC.

ISSUE

... 5E3 NUPGER REVISION CATE PAGE C:8 JC8.15-1195 AUG 041983

'43 or 66 c __i._..

or e n.1-2s 22 A w.en

=n_

i m

W.

CC W.

oc W.

ae W.

6 m.!==Ia= =

6., ce e==s I

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l

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l' i.

.{

l i

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{

f

.. = _ _... _

].

'l

()

o SROWN & RC07. INC.

ISSUE CPSES NUMBER REVISION DATE PAGE r~.

JC8 35-1195 i

cr.os.u..t-2s 22 AUG 041983 44 of 66 M'3GMI2C 13 (C:nti.*2:ed) i k

l e

I 1EED IPEPr==m GE r-csr actu FZ:22 IE=::(a) JIE3 SIDED 1EED(s) SCE SERIL EE DI2GNED G MEl:D ISRC:ZE GE2 C32 II M FNN* MstmER:

~72EED IEC3 Glaio 3 Essaa tussar cantIx3 Jauc/m cac. m lel:D menen SIEL EE M M 1EED ZEENC=EN GEZ-C32.

SEP 22 C SIIL.M M'2C:t2Z. IEED SCE "2 "JE F::tL I;IMD5 m m 1CD 253 3E:5D M 23E52 SCE M25t:IED 2 MIC

_1 M3*C M M2E323WM3M N M.

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...______........._.......-.__..,..._.--...J._..._._._..._--..

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a..-.....--.

f,

.q.

I

• ROWN & RCOT, INC.

ISSUE C?5E3 NetBER REVISION CATg P Q,,

Cs 35-5 11.1-2s

22 AUG 0 41983 45 or 66 A w.r 14 TEIN CF "JIF. X"E""r:r*r"T:.6

• 4m %M-azt:" :nechai is unsi 2:e hit *'he, tha W M cz etbar===W-dar7 ca N.et' d

reg:1.u at 4W~-

3:narrer, the device shall be cf 2.'_ 7_ = ~ w *y e.,m 4-,+,y 14 4 get. ai:: to

~ ~ -

-~ tfm =squirsi t'&de cf eacts helt h t':is

neebed is casf, etz *t'~4 - senps win ha at ~ > hy

_ _. _..- w

1. All kults in eacit.ded=c. sban fi=rt he W t=

a " azar *'F - '*.*,ty.y a ger - _~ (stzzy ** e.is d=d'

' as

- - ~ ~ ~~ ~~

s tem e p me-a eg an fugues wurz:tt er the +1' eft:=t cf a :nnn usi z; an 7='y sExxi M -

2.

An the : :es stal2. than ha :at:2-mm:$ami using an

(,,

eg 4 :.. -- =' :nsukar, i.e.: 31.samen utfd.

bas cu="fds. i -

3. All the k=lt:s 1:r ttzr W sban ttaen he ",

hy the== 1'akt-ama:=t cf ::::=.~taci=zt as speci-fini halcat.

N B"Er ICL""E (U "J3tr 7AST SEG 2

-s Ldi 4 cianeta=s 1200 3 3c0 c

4 c:V L s a "==---

Isa so s > s cisnee==s 24a= 3 4sc

~

4. "**Md-*

shall ;::"z:===s sg -

'--="y fL-::::. ti:e scat '-dd m, cf the W t= it:s f=sese e.=;es.

~

f.

"2n=a sban he :n =:e-*3~ A - '-w-w%d ~ cf tfm ps== =ct t:==mf hy tt:a wur:cE. ~

~

6. "2:a esi cf an helts shall he :na=ksi wi2. an iL

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i SRCkN & RCOT, INC.

ISSUE C75E3 NUMBER REVISION CATE PAG,,c t.

cs as ms

~

22

\\UG 0 41983 47 oe 66 t._.....

cr n -1.1.1-2s x=;mec isa 6

P et.ArtP sci.Ts N4D STuCS C M LM P AEPRCX.,LENCTH_,ANO ScLT SIZ E' 3::zz:.

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..--,}CS-35-1195 QI-QAP-11.1-23 22 AUG 011983 55 or 66 ATTAC!NENT 19 1.0 GEN GAL 1.L PURPOSE AND SCOPE This attac.'nent provides. the inspector with the inspection critaria to be used when inspec' ting the restaking of spherical beadngs.

2.0 INSTRUCTION 2.1 SPH GICAI. BEARING STAKING INSPECTION SpheHeal beaHngs that are loose in the eye rod or snubber ends or have becas dislodged require restaking prior to installation.. Prior to connancament of the staking operation, construction personnel will notify QC.

This notification gives the QC Inspector an opportunity to monitor the staking

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operation. Upon completion of the staking operation, the QC Inspector shall inspect the eye rod to vedfy the following:

a.

The eye rod. hoTe is not deformed; b.

The bearing race is centered in the eye red hole and should be staked approximately 1/16' from the edge.

He=ever, this dimension is not critical as long as tne bearing meets the c::nditions in C, O and E belcw.

t c.

The bearing shall be free from rust, dirt and other foreign matarial; d.

The beadng gimbal moves freely in its race.

e The. race is secured. within the eye rod.

2. 2.

OCC;MEI6ATION Spherical beaH ng restaking shall be dccumented on an Inspection Report (see Table 1 of this Attachment) and on the MWDC. The support mark number shall be recorded in the

" Identification No." block.

Canoleted documentation shall be reviewed and forwarded *a Quality Engineering Systems for filing in respective hanger dccment package.

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CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 22 AUG 0 41983 66 or 66 ATTACHMENT 28

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i QC QEGLIST FOR REMOVAL AND REINSTALIATION OF PIPE StJPPORTS i

QI-QAP-11.1-28 REV.

Page of _

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OP ERATION l

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7.3 1.

Banger #

7.3 2.

IRN #

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7.3 3.

Fin to Pin Dimension i

f

7. 3 4.

Physical Damage t

,s 7.3 5.

Pasteners Complete i'

7.3 6.

Misc.

QCI/DATE i

REINSTALIATION:

PARA.

OP. NO.

OPERATION 7.3 1.

Ranger i i

7.3 2.

Physical Damage i

7.3 3.

Pin to Pin Dimension 7.3 4.

Engagement of Mjustable Eye Rod End 5.

Reinstallation Complete QCI DATE 6.

QC Supervision Review DATE NCR:

COMMENIS:

j 1

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