ML20195F466

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Rev 20 to Procedure QI-QAP-11.1-28, Fabrication, Installation Insps of ASME Component Supports,Class 1-3
ML20195F466
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 05/16/1983
From:
BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.)
To:
Shared Package
ML20195F283 List: ... further results
References
FOIA-85-59 QI-QAP-11.1-28, NUDOCS 8606120148
Download: ML20195F466 (64)
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Text

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BRCWN & ACOT, INC. ISSUE

.) CPSES NLNBER REVISION DATE PAGE

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JCS 35-1195 QI-QAP-11.1-2fi 20 hiAY 161983 1 of 64 TITtE:

CRIGI.:ATCR: (t b cm <. b'v-< S-1 $ U TL i REVIEWED BY:

-J3 INSPECTIONS v gg7g

. OF ASME COMP 0NENT SUPPORTS, CLASS 1, 2, & 3 APPROVED BY: . Acufr 5!f3f83

~ Site QA Managyr CATE 1

1.0 REFERENCES

I 1-A ASME Boiler & Pressure Vessel Code Section III,1974 Edition, j with Addenda through Winter 1974 CP-QAP-11.1, " Fabrication and Installation 1-B Inspection

! of Components, Component Supports and Piping"

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~l 1-C CP-QAP-16.1, " Control of Nonconforming Items" i

"i 1-D QI-QAP-2.1-5, " Training and Certification of Mechanical j Inspection Personnel" d

{ 1-E QI-QAP-11.1-26 "ASME Pipe Fabrication and Installation

} Inspections" 1

?! 1-F QI-QAP-11.1-28A, " Installation Inspection of ASME Class 1, 2 and 3 Snubbers"

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1-G CP-QAP-18.2, "QA Review of ASME Section III Documentation" i 1-H CP-QAP-8,5, " Reclassification of Code Material" 1

, MD SCOPE l Qp is uction delineates the criteria and requirements to

] be ed when performing fabrication and installation

)) nspection of ASME component supports, Class 1, 2, and 3 i k Referenc e 1-A and 1-B). ,I f a conflict exists between this M1ruction and the support drawing, the drawing shall b hbi5$85 S gl 8606120148 860512 ' " ' ' ~

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PDR FOIA GARDE 85-59 PDR

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s i 3ROWN & ROOT, INC. ISSUE

, . CFSES NUMBER REVISION DATE PAGE

.. QI-QAP-11.1-28 20 gay 161983 2 of 64 4 / l 1

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. Inspection personnel perfanning 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. Phyiscal Damage Observations which are adverse to quality and exis ting site procedures shall be documented in accordance with Reference 1-C.

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 1-0, 3.0 INS _TR_U.CTION 3.1 MATERIALS j 3.1.1 Markino Transfer Traceability Tne QC Inspector shall verify that the material is acceptable as per the Material Requisition (MR), ID markings are transferred prior- to cutting and the infonnation F . a;dd & the MIL (Attachment 1) is correct and legible.

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MOR MM 0X" y

1 hc e :cces a part of the construction hanger packages, j 90TE: 3rior to division of a bundle of bulk material,  ;

each piece of material shall be identified with 8 PPRV :he mater 4ai teentification that is traceabie to Ithe material ~ certification. Prior to division, I

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,,EROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE - PAGE JOB 35-1195 QI-QAP-11.1-28 20 MAY 161983 3 of 64 QC shall be notified so that the markings may be l verified in accordance with the applicable QA l procedures . This inspection shall be documented on an IR referencing the original RIR number, and transmitted to the Owner. ,

~ T.I.2 Material Traceability Control

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During fabrication, evidence of material acceptability will

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- be verified through the use of the MIL. The QC inspector shall compare the log entries agains t tne 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, material may require trimming or separation. Material identification / traceability markings shall be transferred prior 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 shall 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 infor. nation provided on the " Material Identification Log."

When work travelers are used during fabrication or installation, material verification may be made using the Material Requisition as long as the MR 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, ional ControI  !

1.;lniFpMerial0,imns n umn, vis dimen sions shall be as per the hanger drawing.

erances shall be as per Attachment 4.  !

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Ugng ofmm- c:mponent supporc parts such as structural steel, etc., shall be accomplished in accordance with

D i Attachment 5.  !

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,' SROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 4 of 64 QI-QAP-11.1-28 20 gay 161983 3.1. 5 Protective Coatina Unicue Identification Numoer Transfer g For all coated bulk steel intended for use in the Reactor Building (as designated by the presence of a "QP" unique i identification number), the QC Inspector shall verify and

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i decr.ent the transfer of the "QP" numoer (prior to cutting) on the Inspection Report, see Attachment 27. QC Systems l shall transmit the completed report to the Pennanent Plant i Records Vault. l 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 placed on tne surface to be examined.

Direct examinations shall be performed so that the inspector's eyes are within 24 inches and at an angle not less thart 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 perfor ning }

direct examinations. Resolution capabilities shall be determined by placing a standard steel scale reasonably close to the area being examined affirming the ability to dis tinguish 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 us ed in the welding of component. '

_ supports shalT be verified using the " Weld Filler Material v3 ('d"L)

UORg47fogc1 ,3,3, ,e,4,, ts , 13e ,ei,e,t,) 4, q,,34,,e, M perfann the work in accordance with the WPS checking the Welding Matrix, and shall verify

  • Q t the WPS and filler material listec on the P!L are the same as those listed on the WDC.

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,3ROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 20 5 of 64

,.., OI-QAP-11.1-28 py 161983 Prior to performing inspections, the QC Inspector j shall verify that the QC hold points specified on i the process work sheets (WDC, RPS, etc.) are in  !

accordance with the hold points identified in Attachment 6.

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 mois ture, di rt, oil, grease and other deleterious foreign sterials for an area two inches (2") each side 1 of the joint.
b. The base sterial shall be mechanically cleaned at 4

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 ins pectiert when required, shall be performed 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 exceeos 1/16" shall be evaluated by the PWE on a case by case br. sis.

INFORi#yggyp ts ,

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a 1 I I l SROWN & RCOT, INC. I ISSUE

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, . CPSES NUMBER REVISION DATE j j 7..

QI-oAp-11.1-28 20 N 10 6 of 64 i

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d. Weep Holes ,

" Weep holes" for the exhaust of welding gas es , 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. Any deviation from the preceeding shall be brought to the attention of the field engineering for proper disposition. ,

l 4.3.1 Base Material Insoection Recuirements  ;

Base metal damage / defect area may be repaired by grinding  !

without weld buildup provided: l l

a. The final imperfection is well faired without abrupt changes in contour;
b. There are no visual indications showing previous
  • repair (s); and i
c. The depression area is 2" or less in diameter. i The depression produced by grinding shall not exceed the following:

a .- Structural Shapes / Tubes

1. 1/32 inch for. material less than 3/8" thick ,

1 2'. 1/16 inch for material 3/8" to 2" inclusive in thickness l

3. 1/8 inch for material over 2" in thickness
b. Platg bunderpiatathicka=sfor91 ate 2/8" ao 1=s l NF0'.C.ATDN g

. . under plate thickness over 3/8" but in no case n ore than 1/8" i

C(- -is Ed Base materi al defects shall be documented in ac::ordance with -

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')') erence I -C.

General fabrication and installation tolerances are given in l l Attachment 4 _

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, ,SROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE J08 35-1195 QI-QAP-11.1-28 20 7 of 64

, MAY 161983

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! 4.3.2 Preheat /Interoass Temoerature i '

The preheating and interpass temperature to be used for welding shall be in accordance with the applicable WPS.

Where the te::perature of the surface of the material to be welded falls below 60*F and a higner preheat is not required by the WPS, the weld area shall be preheated to a hand warn -

condition.

The preheat specified on the WPS shall be established before any welding.

Preheating my be perfomed 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 themocouples, pyroneters or any other method approved by the Owner.

The area to be preheated on any 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 unifomly 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 welded.

The interpass and preheat temperature shall be measured on the surface of the base material, on the side which the welding is perfomed, within 1 inch of the weld joint edge, and along the joint 1 inch from the starting point for the next weld pa:s 4.4 WELD INSPECTION REQUIREMENTS (FINAL)

\Nfo %-iWuM&nsbection t weld size shall be as specified on the drawing as folicws: l

. a er shim material is to be welded, shims shall be

, instai in accordance with the drawing or in  !

g% acco ance 'lled wi th Attachments 7, S' 9, and 10 as pplicable. I Q& bwed

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3ROWN & ROOT, INC. :SSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 20 8 f 64 QI-QAP-11.1-28 m 161983 8

NOTE: The use of shims , greater than 2" in thickness , -

shall require Engineering approval. l t

Where structural tubing is welded as shown in Attach-

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ment 11 and the weld size is not specified, the minimum weld size shall fill the groove so that the weld is at least flus h with the outer surface of the member.

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, r Individual undersize we . .~ ons s a no 2 - n. n length. Oversize fillet welds shall be acceptable provided they do not exceed twice the leg size specified on the drawing. Excessive distortion i where oversize fillet welds are used shculd be avoided.

1 For the special cases where a fillet weld is specified on 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.

The final surface of weld shall be free from slag, are ,

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 acceptable. Undercut shall not exceed 1/32 inch.

4.4.2 Reinforcement of Butt Welded Joints i

The surface of the reinforcement of all butt welded joints ,

may be flush with the base material or may have unifonn crowns. The height of reinforcement on each face of the weld shall not exceed the following thickness:

Nominal Maximum Thi cknes s , i n. Reinforcement, in.

I Up to 1,. incl. 3/32 r 1 to 2, incl. 1/8 Ov r 2 to 3, incl. 5/32

- 3 to 4, incl. 7/32 hh3h0V

$0. 4 to s, inci. 1/4  :

id @ca rs shall meet the acceptance criteria applicable  ;

. fhtWidPO repai r1ginal weld.

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BROWN & ROOT, INC. ISSUE  !

CPSES MUMBER REVISION DATE PAGE

  1. 8 3 ~11 QI-qAP-11.1-28 9 of 64 20 MAY 161983'  ;

l I' 4.4.4 Comconent Support Welds at Skewed Joints Component support welds at skewed joints will be inspected in accordance with Attactinent 12.

5.0 00Ct.NENTATION OF WELDING 5.1 ASME COMPONENT SUPPORTS Results of visual examinations shall be documented on a Hanger Inspection Report and WDC or Traveler .f us ed.

Results of NDE examinations shall be documented on applicable 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.) .

6.0 ASSEMBLED HANGER REQUIREMENTS 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. Bolt holes in structural memben shali not be closer than l\ times the bolt diameter fran 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.

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. nor.nal 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 parallelism lor __Metten type bolted connection utilized on removable q SA-193 Grade B7 bolts, the nut shall be NOR,dsu pdopd jwith turn of ta= aut ==thod or to tae foi1owins t .yal  :

/8d di eter bolts - 215 FT-#'s C"Q 3/4 Ei . ter bolts - 390 FT-#'s pg:  !

1. Use hardened washer under bolt head and nut except  !

O where bo l assembly.lt head or nut is welded to the bol tup i I

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SROWN & RCOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 20 10 of 64 MAY 161983l ,

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2. Snug tight is defined as the tightness attainea by a few imoacts of an impact wrench or the full effort of 1 a man using an ordinary spud wrench.
3. If screwed adjustment fit is questionable, the inspector shall notify tne Quality Engineering Department. l
4. When seismic arrestors are not available for immediate installation, the fastener materials do not necessarily have to be tightened securely. J
5. When " turn of the nut" method is used for bolt tightening, tightening shall be done in accordance with Attachment 14.

6.2 STAINLESS SHIMS Carbon steel supports in contact witn stainless steel pipe l require stainless shims between the support and pipe when the operating temperature of the line exceeds 660*F.

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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,158,15C and 150 for NPSI designed hangers and Attachment 15E for ITT Grinnell designed hangers.

a. Pipe Clamp Assembly (Attachment 15F, Figure 1) bearing washers / spacers shall be installed between the clamp halves wi th a high-strength pin. Under no circumstances shcGld the clamp bolts be interchanged with the high-F i%tr gth pin.

}i ih'All be on the inside of the bracket arms. The size  !

l C .]c)).Jear, *q= fbe the Bracket of t e cotter pins, when used, hole will accommodate Assembly and shall be(fully should be the maximum Attachmentl J

open . Split snap rings , when us ed , should be l,

p h exami ed to verify that , the rings are not broken, sprung or deformed, l

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! I SROWN & ROOT, INC. [SSUE l

l. CPSES NUMBER REVISION DATE PAGE i i

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, QI-QAP-11.1-28 20 MAY 161983 11 of 64 l l

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

l washers may be deleted providing the resulting gap l

is less than the thickness of one spacer.

c. ' Sway Strut Assembly (Attachment 16, Figure 1) spherical bearings should be staked tightly in the adjustable i ends. The sway strut should have the correct adjustment as per the design drawing and the jam nuts should be tight. If engagement sight holes are present on the i strut body, thread engagement should be verified.
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NOTE 1: The degrees allowed for misalignment (s ee Attachment 17) . are given by the spherical i bearings and their relationship to the flat i j washers. Normally the thicker flat washers are installed on the clamo end and the thinner washers on the rear bracket end.

NOTE 2: The clamp halves shall be tightened against I 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 I enough space for the spherical bearing to be dislodged from the eye red end.

e. Sway struts may be mounted 180* (end to end) from ,

configuration shown on the design drawing.

6.3.2 Uoset Threads

! Thread upset verification of al1 sway s truts , including l l modified struts,. shall be stamped on both ends with a l l M-~ or a 6-point star, indicating that thread upset at the time of manufacture or on site,

NFORh%Elidstfi i Stamping ver4ficat4on sheil be accumented on tn  ; e QC Inspector.

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9 the ta s tamp is not verifiable on struts that are Q (n alle , th following procedure shall be used: -

verify thread engagement if site hcles are

{hQC shall ent in the strut body.

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! SROWN & ROOT, INC.  !

ISSUE

. CPSES NUMSER REVISION DATE PAGE l

JOB 35-1195

,l QI-QAP-11.1-28 20 MAY 161983 ,i 12 of 64

b. If site holes are not present, Cons tmction shall }

disconnect one end of the strut and attempt to back-out ,

the threaded members on each end of the strut body. If I the threaded memoer will not back-out due to proper l thread upset, QC shall accect the sway strut and stamp botn ends with a 6-point star. If tne tnreaced memoer ,

backs-out of the strut body, Construction shall add site holes in accordance with appropriate construction procedures.

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

Socket-tyce couplings shall have a 1/4" diameter hole cr111eo tnrough the coupling nut and the pipe wall on both ends, one s.ide only as shown on Attachment 18.

Solid-tvoe couplings shall have a 1/4" diameter hole drilled tnrougn tne pipe wall on both ends, one side only as shown on Attachment 18.

NOTE: The I (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 Scherical Bearino Restakinc ,

Spherical bearings that are loose in the eye rod or have beccme dislodged, require restaking prior to ins tallation. I Ins pection of spherical bearing restaking operation shall  ;

be perfomed in accordance with Attachment 19. I

6. 4  !

SWAY STRUT (MODIFICATION)

-m Voit $5 fee 1bi'y fnscection Criteria i

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l itassgglfjnspecticn criteria shall be the same as the l

i or iisa in Paragrapn 6.3.1.1.

I b {j ibection p' criteria cefined l

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. BROWN & :tCOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE 08 35- W 5 20 13 of 64 QI-QAP-11.1-2s t, jay 161983 i

6.4.2 Alienment Inscection Criteria I

a. ITT Grinnell sway struts sizes A, B, C,1 through 8 end clate centerline misalignment and socket weld couplings I acced to the extension pipe shall not exceed 1/2*. l
b. NPS sway struts sizes SRS.06 through 36 centerline l

misalignment of socket weld coupli ngs addeo to the extension piece shall not exceed 1/2*. Socket welded end coupling centerline misalignment shall be kept te a sinimum,

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 stmt modifi-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 cr in the sketch are provided for material take-off purposes only. The maximum C-C dimensions are provided in Attachment 18 for different size sway struts. Deviation forn these dimensions is not pennitted unless authorized by a design change. -
e. . Alignment measurements for couplings added to the j extension piece may be made utilizing a jig as shown below or other suitable measuring methods.
f. Solid type couplings on rigid struts shall not exceed 1/16" misaligmnent from the pipe centerline.

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the me urement as taken from the top of the jig to  ;

  • Q sway trut varies wi thin the dimensional tolerance  :

ffhtyen at ""

above with readings taken at 90* intervals I

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a a rsuna the strut, then the !ignment may be cssider's#

acceptable.

to be This mez urement should be taken fran both ends of the coupling.

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  • SROWN & ROOT, INC. ISSUE REVISION DATE PAGE CPSES NUMBER JOB 35-1195 20 14 of 64 QI-QAP-11.1-28 MAY 161983 6.4.3 Weld Inscection be in Final visual inspection of weld surface shall accordance with Paragrapn 4.4.1. Weld si:e shall be in accordance with the follcwing table:

NPSI Sway Struts ITT Sway Struts Min. Weld Size Strut Size Min. Weld Size Strut Si:e 3/16" 06-10* 3/16"*

A-C 1/4" 1-3 5/16" 12-14 3/8" 20 5/16" 4-6 3/8" 5/8" 24 7

8 3/A" 36 5/8" l

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

Strut size code may be detennined by measuring the eye rod diameter and multiplying that dimension by 8, for example:

3/4" diameter x 8 = SRS.06, 2S" diameter x 8 = SRS.20.

6.5 TEMPORA,RY SPACERS Temporary flat bar cut to the appropriate " pin-to-pin" length requirements may be used when seismic limitars are not available for immediate installation. 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 MWOC as per the following example:

J PLE: (Limiter) not installed.

Seis=4c iimiters an instamd per Refennce 1-r.

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  • s:t NOT& 2: The C-C dimension provided in the Bill of Materials M t or in the sketch are provided for material take-off L. }

purposes only. The maximum C-C dimension for given

/

size snubber shall be per Reference 1-r.

"  ??9 ::C wANS 6

.u 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.

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-4~ i ROOT, INC. ISSUE  :

CPSES NUMBER REVISION DATE PAGE

33 35-1196 QI-QAP-11.1-28 20 M AY 1 6 1961 15 of 64 Soring Can Stoo Removal In those cases where the spring can stops have been removed by TUGC0 in order to facilitate system testing, the QC Inspector shall annotate the MWDC to reflect the spring can stops were renoved by TUGCO. In addition, the QC Inspector will be provided with documented evidence of TUGCG'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.

NOTE: QCI shall enter " Stops Removed" on Operation for

" Spring Can Stop Ins talled" Operation on MWDC.

PIPE SUPPORTS CONTAINING LOW FRICTION BEARING PLATES 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 (generally a channel, tee or wide flange assembly) and usually a pipe clamp.

The actual bearing plate can be one of four types:

a. Lubrite AE The AE-6 lubricant is premolded into cylinders and pressed into drilled holes in the substrate material.
b. Lubrite AE 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 ba:k of the plate.

_for both AE-6 and AE-7 bea ring plates ,

ubricant supplied in can marked AE-6 shall

' ' ' ' ' " * '"""'** ""' ""'"*d ***'"5 l NORMKil0S *, face.

AE Similar in appearance to Lubrite AE-6, Chk Egweve he. entire bearing surface has a black finish.

I AE-40 is used, AE-100 lubricant shall be P,%" ore iied LubrT to iuericate tne machinee matins surface.

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i 3ROWN & ROOT, INC. ISSUE CPSES. NUNSER REVISION DATE PAGE JOB 35-1195

,! QI-QAP-11.1-28 20 NAY 161983 1s of 64 I

l

. d. Lucron AE-30: Similar in appearance to Lubrite AE-7.

'Where Lubren AE-30 is used, AE-100 Lubricant shall be l applied to lubricate the machined mating surface.

NOTE: Regardless of the product specified on the l design drawing, all four bearing plate types -

are interchangeable provided the correct i 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 mates with the lubrite plate. This surface should be coated with lubricant supplied in cans to protect it f rem rusting.

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

'4 hen 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.

s.7.2 Inscection 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 parallel . Maximum deviation shall not exceed 1/32 of an inch. Shims may be used to obtain this parallel tolerance if necessary. The bearing plate shall be ,

placed in the keeper (s) with the graphite surface (s)  !

t. e machined surface as illus trated in T

INFOR b V4

$ W

  • the face of the pipe attachment has been i M, .tr o a s3-125 RMS finish (using a finish goarat go other approved method).

I V c.O d that the machined surface is coated wi th an

{ , yfy@ved li io lubricant. Sur# aces shall be recoated essa ry.

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! SROWN 1 :t007, INC. ISSUE

. CPSES NUMBER REVISION DATE PAGE JOB 35-1195 17 of 64 QI-QAP-11.1-28 20 MAY 161983

c. Verify that tne AE-6, AE-7, AE-30 or AE-40 lubricant is installed in subs trate material. More than 10 l percent of the lubricant missing from substrate plate is unacceptable. ,

j NOTE: Lubricant ins erts and lubricant coating i verification shall be made prior to the i support being loaded.

e. Final weld surface inspection of keepers welded to support steel shall be in accordance with paragraph 4.4.

NOTE: Low friction beaHng plates should not be in place when welding the keeper.

f. Verify that when the steel is erected and the support I is in the loaded condition the lubrite plate shall be flush against the mating surface and carrying load.

Full surface contact is important to avoid point loading.

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 Bearina Plate Modification l 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 i necessary, verify that the ground area does not penetrate j into the lubricant. l 6.8 CRITERIA FOR SHIMMING AND GROUTING WALL OR CEILING SUPPORT '

BASE PLAT ~

~

i Sup plates shall not exceed a 1/16" gap between i h;ithe{ e'ths aYepip,t and concrete for a minimum of 80% of the  !

seplate . The gap between the baseplate and concrete I d Sg; max um of 20% of the plate may exceed 1/16", but at I r dgoint a1 the gap exceed 1/2". The gaps shall be l Q eatSred from the periphery of the base plate.

cd

  • ria canno -be met, the plate must be grouted with an If this p gro '1 cote 658-N. Shim material may consist of

. snim plates or washers of a si:e necessary to allow I

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I 3ROWN & ROOT, INC. ISSUE CPSES NUNSER REVISION DATE PAGE JOB 35-1195 i

f. -l QI-QAP-11.1-28 20 MAY 161983 la of 64 j

! I l

i I

proper Hilti Bol t torquing without base plate defornation.

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 canpanent supports that are not flush mounted, require shimming and grouting. Shim material may consist of steel shim plates or washers of a si:e necessary to allow proper Hilti Bolt torquing without base plate deformation.

6.9 CONSTANT SUPPORTS l

6.9.1 General For identification of cons tant support parts / hardware discussed in this section see Attachment 23.

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

24) when inspecting constant supports:
a. Location and orientation is as shown on the design drawing.
b. Cons tant support hardware identified on the support sketch bill of materials is correctly installed.
c. ieck the cons tant part code and the factory load setting on the nameplate and verify it is the same I 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. I nom Unless authorized in writing by Engineering 1

1 ti,gLig{ i constant support shall not be utili:ed to raise the elevation of the supported pipe  !'

by adjusting the load coupling.

[

I 3 9diAdfusgenLg

~

Ah*gy load a us tments have been completed, QC shall be

, StIUed tn v _. ify fastening devices are properly secured.

_ --ItTTs verification shall be documented on the Constant

! Spring Load Adjus tnent Log Sheet, See Attachment 25. ,

l:

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SROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE l

JOB 35-1195 QI-QAP-11.1-28 20 MAY 161983 19 of 64 I

I i 6.10 INSTALLATION OF SPECIAL PIPE FASTENERS Special pipe fasteners, such as, Western clamps, etc., which )

do not involve any welding during ins talla tion , the irstallation shall be accomplished in accordance with the

- l latast approved Engineering drawing.

QCI shall generate Hanger Inspection Report (HIR),

Attachment 2, indicating satisfactory installation of the ,

item. Material traceabili ty/ 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 l accordance with the drawing.

l The torque value, the M&TE number and date of the calibration shall be recorded in the co= ment section of the HIR.

Any condition- adverse to quality ins tallation shall be documented in accordance with Reference 1-C.

7.0 00CUMENTATION The results of camponent support inspections shall be documented on the " Quality Control Hanger Inspection Report" (see Attachnent 2 and 2A) and the " Multiple Weld Data Card" (see Attachment 3) for that support. The information needed to conplete this Report will be obtained from the Hanger documentation Package and physical inspection of the camponent support. All inspection points on the Hanger Inspection Report and hold points on the Multiple Weld Data Card. sh 11 be satisfied as applicable.

7.1 IN< N OCUMENTATION FOR MODIFIED SWAY STRUTS A n assigned in the Vendor Supply Modification

. R) (see Attachment 26) shall be satisfied, abl . A ' FML is provided on the back of the VSMCR

, enting t. use of the weld filler material usec in he s

  • at.

i

+ 7. INSPECTION l

When t support is ready for final inspection, Construction shal  !

notify Quality Control Inspector and present to the  ;

}

I l

,3RCWN 1 ROOT, INC. I I

! ISSUE I CPSES mNSER REVISION DATE PAGE I l 1 JOB 35-1195 I QI-QAP-11.1-28 20 J,1AY 161983 20 of s4 I

i l inspector the hanger package for inspection. Discrepancies I identified during inspections that do not require an l Engineering evaluation or rework documentation will be i j identified to the craf t prior to QCI acceptance. j

The inspector will perfonn a detailed visual inspection per the provisions of this Ins truction, complete the Hanger Ins pection Report and the Multiple Weld Data Card , as applicable. '

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 shianned 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.

Nanconfonsing condi tions related to item noncompliance with procedure or drawings shall be documented on an NCR in accordance with Reference 1-C.

7.3 MODIFICATION PACXAGES Final inspected items requiring modification as a result of the issuance of Design Change or Item Removal Notice (IRN) l shall be reinspected in accordance with the applicable l requirements of this procedure.  ;

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, e SROWN & ROOT, INC. saSUE CPSES NUMBER REVISION DATE PAGE

, j, .

! JOB 35-1195 l '

OI-oAP-11.1-28 20 MA't 1 6 1983 21 or 64 I

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QI-CAP-11.1-28 22 of 64 l l ATIACEMD7r 2 ax c>rxt.

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b. AtI:I"It2M, !E c. EERT *: REM' Wa  :.avel Caca (7)

P cass GI-QAP aev. L%- Inve.L Date ,

Promas GI AP aev. h Imel Cata a CME 2F:5r (8) 1 (9) _.

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SROUN & ROOT, l'ic. !SSUE  !

t CPSES NUMBER REVISION ' OATE %GE l

20 MAy 161983 23 of 64 7 .

QI-OAP-11.1-28 l

ATD c MENf 2A rsstC"ICIs "O CC EIR

1. te drawing W- of tM hanger.
2. m e class cf the IA y m (1, 2, 3).
3. Se runsica of the A-4my used to perfcz:n the inF,.icn. ,
4. 2e grade / type of the material.
5. n =, - _ - - s s:i. gnat:.tre/ initial and date of location cr:rrectness per m -:=-M.

~

6. in=wt:r's sip + Winitzal and date of visual.
7. E=ter additional NCE: (i.e. IP, MP, CTf, R!) P=,

enter QIW and revisim. _

8. Any wa that may be pertinent to a%ws.
9. Se K"R(s) written en hanger, if any.
  • M72: When f==:n iten rnsubers are not c14mble, enter N/A.

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SR0bN & ROOT, INC. .SSUE i CPSES NUMBER REVISION DATE PAGE l.

Jos 3s-1195 gay 161983

' 20 24 of 64

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, l 3ROSN & ROOT, TNC. [SSUE

. CPSES NUMBER REVISION DATE PAGE .

JOB 35-1195 QI-QAP-11.1-28 20 MAY 161983 25 of 64 ATTACHMENT 4 GENERAL FABRICATION AND INSTALLATION TOLERANCES j Fabrication and installation shall be performed in accordance with the drawing detail and the following perTnissible tolerances: l Fabrication Tolerances i

1. Length
a. Support members (except rods) up to 12" 1/8"
b. Support members (except rods) over 12" 1/4"
2. Holes
a. Diameter +1/16" -0
b. Centerline location 1/4" or as shown on the design drawing Installation Tolerances -
1. Dead weight supports
a. Locationaxiakly 2 degrees
b. Plumbness 2 degrees j
2. Base plate attachment 21/4" l l
3. Seismic Restraints I
a. Re s tra i n t e , :r. .igs, guides, etc.

NORMATiH%4re2"diameter 28" and larger and 2 and smaller

2 x pipe wall thickness, fram theoretical l i

N i lon; pip diameter 2" and smaller. ASME Class 2 and 3. ,

hhupport location tolerance is t6" on the Span  :

L_ 11cated on the location ismetric drawing. This tolerance is not to be projected through or around fitting or components.

l

-we p .4 l BROSN & ROOT, INC. ISSUE '

CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 20 MAY 161983 26 of 64 ATTACIDIENT 4 (Cont'd) b) Location of certain supports, identified with an asterisk (*) next to the dimension on the 150, have ,

a location tolerance of 1/2". Inability to meet '

this requirement must be brought to the attention of Engineering.

NOTE: In certain cases Class 2 and 3, 2" and smaller supports require the same location tolerances as 24" 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.

c) Attachments to center of structural steel reaction members.

Location; 2", and plumbness 2 degrees.

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.

~

4. 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 1/16" on the other,1/16" ! 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".
c. For low energy lines, if the clearances defined above cannot be maintained, a total clearance of 1/8" t 1/16" on any two adjacent sides is acceptable. (Low energy lines are defined a ng operation temperatures and pressures less an 275 PSI, respectively.)

f 4 desid L hows 1/16" clearance between shear lug and Wh .

Q ik memler, the total clearance for both sides of the e more than 3/16".

restraiMhallnot P

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F SROUN & ROOT, INC. ISSUE l

4

. CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 20 27 of 64 MAY 161983 ATTACIDIENT 4 (Cont'd) i

6. Reference Dimensions All dimensions shown as reference, indicated by .(Ref) on design drawing, shall have a tolerance of 22". .
7. Field Fit Tolerances The tolerances discussed above shall be maintained for support fabrication activities. However, if during the installation, the support won't fit, the members may be " field fit" provided the piping and elevation tolerances shown below have been maintained. All other tolerances regarding axial location, alignment, and base plate attachments must be adhered to unless otherwise noted 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.)

Slope - Minimum slope shall be as designated on the drawings. _

Location - 2" maximum.

8. 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 shall be installed as shown in Figure 2 to assure that gaps shown on the Vendor Certified Drawing (large bore) can be maintained.

Z U-boats 1al'1 bore supports, both pinned connection and

{} q , ar e to be installed as shown in Figure 3. The

/1'6} re red by the design reviewed drawing nay be q j#3tqq er; the top nut and the structural member as  ;

hoq J. t T side gap fc r both large bore and small bore U-bolts sh DD 3/16" ma ximum as shown in Figure 4. ,

4 i

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! SROWN & ROOT, INC. ISSUE CPSES NUMBER REVISION DATE PAGE i i

QI-QAP-11.1-: 8 20 gay 161983 28 or 64 ATTACHMENT 4 (CONT'D) l l

1/16" Gap I, s

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- FIGURE 2 .

A B A -

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, _ _ _ 2_ 1/16" Gap

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- th ff , :L-GAP MAY BE -

MEASURED HERE

. FIGURE 3 A+B=3/16" MAX. i

, FIGURE 4 l l

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s s BROWN & ROOT, INC. ISSUE

. CPSES . NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-2E 20 MAY 161983 29 of 64 i

l 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 Vendor supplied and B&R fabricated component support .

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

This instruction does not apply to the salvaging of moment 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.

When an item is salvaged for use on a support other than the 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.

If the vendor fabricated component support with ASME Code plates are salvaged and used on supports other than those i for which they are designated, the Code plate (s) shall rem '

attached to the item if one or more welds rem , a g r (\N vendor welds are removed, the code plate (s) shall % h\ l)lV M provided the original support number is trans erh -

vendor part. Authorization to remove name pla epMMli -

shown on the drawing shall be provided by Engin et ing  ; i appropriate design change. Construction shall $ I I

Code plate (s) to QC by a 3-part memo. QC will ubsequentlX u transmit the Code plate (s) to the Owner. yy '

For B&R fabricated supports / parts that are to se salvaged which contain welds and these welds are to be salvaged, Welding Engineering is responsible for providing the l

i

_ -- _ _ _ _ --______-_________Z---------

- - -ei -

BROWN & ROOT, TNC. ISSUE l CPSES NUMBER REVISION DATE PAGE QI-QAP-11.1-28 20 MAY 161983 30 of 64 ATTACHMENT 5 (Con't) documentation (WDC, WFML, etc.) necessary for QC to accept these welds. This documentation shall become part of the new support data package.

2.2 LOCATION OF SALVAGED SUPPORTS 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 B&R fabricated supports and vendor supplied supports, either code stamped or not, that are to be salvaged need not be returned to the warehouse. ASME Field QCI shall reinspect the salvaged items in accordance with paragraph 2.4.

If B&R fabricated supports are returned to the warehouse, the requirement of Paragraph 2.3 apply.

2.3 SALVAGED MATERIAL RELEASED FROM WAREHOUSE Upon receipt of Material Requisitions (MR) from the warehouse for salvaged supports / parts, the Receiving Inspector shall verify the following:

a. The MR identifies the intended use of the material or parts.
b. The MR identifies the original mark or support num from which it was salvaged if the part bein j a Code stamped part. Y
c. All material, parts, or ase:."blies are id n b # g a unique mark or assembly number tracea tokhe3'h original support identification for vendo w Code stamped parts. g -
d. B&R fabricated component support parts or , ter and B&R bulk (including Class 5) exhibit a hea number which is traceable to an available ma terial certification. l
e. Ail vendor supplied support parts, materials, or I assemblies are traceable to an available material i certification.

_ _ - - - - - - - _ _ _ - - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Z-__ - _ _ _ ____

-w

- SROWN & ROOT, INC. ISSUE '

, , , . CPSES NUMBER REVISION DATE PAGE i

JOB 35-1195 QI-QAP-11.1-28 20 gay 161983 31 of 64 l

ATTACHMENT-5 (Con't)

Upon completion of the above verification, the Receiving Inspector will sign and date the MR.

2.4 INSPECTION AFTER RELEASE TO FIELD Once salvaged parts, ma terial s , and/or assemblies are 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 shown on the corresponding MR.
b. All B&R fabricated component support parts, and bulk material exhibit the heat number as shown on the MR, if released from the warehouse.

If the support part was not returned to the warehouse, the original MR shall' be referenced on the new Material Identification Log (MIL). _

c. All non-Code stamped vendor parts or materials exhibit the unique identifier (N-MIC No. for NPSI; Alpha-numerical code for ITT) as shown on the MR. i 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. g 2.5 MATERIAL RE-CLASSIFICATION hh 4' 7

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

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\

NOTES: 1) No evaluation is needed when a Ivaged \ $

support or part is to be used on -

Code class than it was orig:nally supplied for.

1

2) No evaluation is needed for NPT stamped j component standard supports, if they will be used on the same Code Class as originally manu factured.

i

/ _ ;

' I

. SRCWN & ROOT, INC. ISSUE l C?SES NUH8ER RE't!SI0ft CATE PAGE l ,

j 20 MAY 161983 32 ce s4 QI-CAP-11.1-29 AT"'ACEMENr 6 6

t INSPECTION REQUIREMENTS FOR CCMPONENT SUPFCRTS  !

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5KC'1 & RCOT, INC. ISSUE C?SES NUMBER REVISION DATE PAGE j Jos as-tra -~

i 20 MAY 161983 , 33 cf 64 i

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t .uncval is also requi.1mi.

2. Nban t6e results cf P=dd. yff are nec -4'gt:1, ult =w r ie-

-' -da=edr-- shall ba ;- " =t In w d*d m , the adjacace basa l nutmi-421 ic; ac least 1/2 inch en each side cf tha jci=c shall be ar=m '=3 by eitbar MT cc Fr.

I 3. iten the ru;uizumures cf acts 2 can act be mat, the wlds d ar u d 7

) t2m adjacune huma * =? for at least 1/2 inch en each side cf the wald sbmLL ba me="4m=8 by eitbar E ce Pr.

. 4. Full  :'m walds in 71 * =1 cvur 1-1/2" racciras Post i Wald East ':'r==v-t-

5. Fillet and ;mr.da1 %  : 'm walds in P1 material evue 1-1/2" with.a threat thic! mass ce g ::cve dimensica cver 3/4" requira Pest 1 'Ald Heat ':':sesperre.
6. Wh anquirums:ts 2::e Reguirs to - , - m Am
A. P-4-= that squi=a =ted7 will ha ==b 5 +- M with the

! W -1 NCII: mat 2cd that detected tbn defact. '!:be cavity dcas i net requi=a i=senc_d.cn.

3. 5" M-=*dm cf scrface defects by Madd7 , that dc ,

= tad 7, wi.11 ba eriminar* by M2 cr FC aftse h1

c. _=m nasa-memt .ws .-

==ewut,haa -- i= .cg#gdf< h .

m-m. V-  ;

Q i i3  !

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aA.- -_L .J-Mra+"---2 e O l 3RO'aN & RCOT, :'C. :SSUE l- *i CPSES NUMBER REVISION CATE PAGE 1

l Jcs35-11ss g 161983

! QI-CAP-11.1-28 20 34 cf 64 i

l ATsca E C 7 SE E S CE, M D S H E AND E 3 !.ING 3 f

" '"7  !

7 A l IVA/NfAEWNEk i__. . . . . _ . . sI r -

& 'F i [

i =

s:ssr t . .. . i .. . . 46% ,i i - f i< = =

g

~

= = xm.

4 i

4 l

u 4

4 j -

l ._ _ W mm - 'T una sz=c = sus. uns umr:s f~ LA4 US h

Utd US t/t ,

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> Site I TITA t l

1 j U4 T A s 1/1 1/4 L t/4 i

, tn< As va f/td l 1 t/: Xi )

i  : fag: A 5: "

vs i gng g \T \Qk )

i , I \ iMYON" ' ' '_ cey l l

l _

- t I \ ~_ aan T 11 .

.= Ka sec. a:st "Jm: Mc:s Is as:aL m Ju: ut:::n er  ;

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l SROWN & ROOT, :':C.  ! ISSUE c?sEs ,NUMSER REVISION CATE PAGE l

acs as-tiss 20 MAY 161983 ,

QI-CAP-11.1-28 35 ef 64  ;

i i LweTr 8 i

sa m sI E, %T D SI:E ED WI.D I.ENG H

)

l Teeat Langen of sims ,

Menner sim ug"

$l 8 ll

_ ,,,,mm ~_____s _s , 'som*

sides SMa t.amgen. or SMn .gs. 2 3

  • V8,7 mqu or saw an. a -!~ ,

Mtsrtums- 1I it

' " "L'"r:r ""'""': L'":,::: ,1:':",'::,"";l.7 h

- SHIM WIDTH

  • b ." '

hft

. msommsw.s sss I g ..

ss..

Tune Staal - $ 'b

--~~-

ff , _

i i ,

1. The minimum shim width is equal to the minimum weld leng:h, recuired by Attachment 7, plus one inch. ,
2. For large bore pipe, the minimum shim width is 25*.
3. For 2" and : all diameter pipe, the shim width need not bu ,

. Targer than the pipe supper.ed.

i I

t i 8 9, m _. C

. SRO'nN & ROOT, I'tC. ISSUE CPSES NLNEER RE'l!SION CATE FAGE ms 35-tiss g7_ cap _11,1_2g 20 ,

hNY 161983 ' 36 of 64 ATIAGMENr 9  !

SHIM SIZE AND W FOR STRUCTURAL MEMBERS l

s+L e x:s. -

. MIG -

  • ESS_,7 I 3g:3 , P.NE '

I / '

V,y)'gyffff/jy/gp;y,/Aff/Jfjfjff,f/ffg 7 l

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r ,,

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1 .

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- 2 M 2 33:BL M GREMER "W""mir' tit "Ellt FI2EE (T) MiiN: S=WP MIM3 2/14.

- 2 EIN N I2EE '
Elis Faanig "J!IN: $=M22NE55 2 SiCM

==== w. ta ..= ==M w.o c== = u. =. =.

i

.* 1 1

waxweernnisxxeA '

l

> MF0nA70K eop.'y vet Ftmet a.?

1. N wintrsas sat i efeta f s ecual to the nint by Attac.' ment 7, plus one inca.

[wid ' av r , r.a ; r n m  :

, 2. For tarie bort pipe, the minimum snim vista it 2%*.

l

3. For 1* ane mall staaeter pise, the sata wteta need not to

. larger than the stee supportes.

8 i .

i

e <

. SROWN & ROOT, I'ic. :55UE CPSES NUMBER REVISION CATE PAGE JOB 35-1195

.. CI-CAP-11.1-23 20 MSY 1619R3 37 ce s4 I

Lwm 10 1E:3 5=E 3. mm R2 C2E::C !!E:MS I,

j j m:te:: 1aI:r p sitzMs, "J!r m:!zza e = "Je sms ss2:ZD at q N "E "JEE "ZE SE!L CBIGES C55I3HZ3E APPK:UED Er N 1 ..

M M V,W M% Me*$.

l l @ l IN o j .

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j

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  • = F=:2::' S::2 MG::2ED PII31/1233.

j F"22l:' 5Z2 3 E33L "D "5E CD SE:M 3D. 2 .w,.a u \ ,

  • MU:ZIED 25 5/15. I2EEE:3 & M 3 E23L ".D (5) C '

~^^"' ' '

l "22fE3 2r *AEllD 3::2l. R3L SSZZ. EC3f, "EE M:llD 2:2ZlE "x .:nc setx itz::lIs tMil(U.Ta0% '

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3ROWt & RCOT, INC. ISSUE CPSE3 NUMBER REVISICM CAT 7. PAGE

" 'E855-55 20 MAY 161981 as er 84 or_ca - u..t-2s  !

A z+ec n I sinuCww. TusIN WELD 2N DESIMS TWO STRUCTURALTueES CF ECUALSIZE * .

. Cd/o = 0 _______

  • \

Ia -

/I( ] _ _ _ . _ _ . _ _ . _ . _

. r 1 r , +

= 0 V /.

N" .

TWO ~ STRUCTURAL TUEES OF UNEQUAC SIZE

/ ,

s . nian. or einn.c =terisi

  • V 'N '

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ed 45*gg , II (tx /'2i) 45*MW .i

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To be utes when ce ratto of  !

gjg ,[D ""8 D'. NII8 Q.84d/DC I m

4 C R W8" " Sl;:C (EF. PARA +4t(b l

SRC'WN & ROOT, INC.

ISSUE C?SES NUMBER REVISION OATE PAGE

~

- 1 JOB 35-1195 i QI<.AP-11.1-28 20

,D N 5 e jooo 39 of 64 '

,L'"IPGMEC 12 SKDED JOEC (5,)  !

.=ce shmuni anglas were G > LM*, t m 1::mpm::=r :med :st :=

atuan ==Li siam =Imme er is cal:mi 2 =, is 6 came the unki will be a neunni fi2ist wahi with s1=a deemustami by ths Wh cf t2m material arzi the sic;e.

= a wald size is wm en the -- twi- w, , en l "7 *mLL stas will,cpvrt: (ame, skue=tt 61 heL:nal .

i h - io. % . -

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the ' . --- samli wuctfy teme the s- w ,,- stzne m 22 a .:., . ,h. .

6 ^- ~' - as a minkaan.4.

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a.1 M0RMAT10N COPY mv t

l p 6 I

1 +

SRtMt & ROOT INC. gssts

.- CP5EI NUMBER REVISION CATE PAGE

' - ~ "~

;cs as-tiss l

CI-CAP-ll.1-29 20 WAY 161983' 40 cf 64

A2'
"eciMr.T 12 cnt=1.ec)  ;

! Ra slowed arig'an wsere: 60* > 6 .10 45 , the wid shall he - dd=,sd a i ta. = d- a - shan he -,e r

- .14 a umu of a fiume '

i arxi shall, at a riMn= :neet the reeni.w. cf the table s h belcw in

met::s u .
Gr cove wtids
  • i l . . . ' at seewed joints .

~ \so res 4s-

/ -

e .' +

-h

.~- 7 sin . . $ .

l

-3 7 , , 4. (,sKsin-e) j W E L. O Stz"E UliO

. 3/14 I/4 k6 Y9 /iG Y'2. .

^

E9' . t r. e7 ,1 N1 .26"(9 . '12, t4 .!156 41P4 53' . f s'o .itto .v.fo . it se . nlo .424c 57' . (f 77, .ie% .1610 ,3t45 3669 .'Mi

! EP .153 &

. to47 .25t9 . h71 3f83 A t a.C  ;

l _ se . ie, .mc .2ms .1 w ml .m fo- m .i m .nu .2 m .mi l

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. !c T3 .lfl Et j l I D D 5! /  :

set::h d.

' NI I

" ~ MTma d
:nri::zr c1Lis 3fer a wald si:e (S) cf 3/8"

~

(0.375*) ; 9 = 50

':he measursi "d" dimenaicn :ust be at least 0.2372".

! lCE: Skawed wid jcints with an acuta angle less than 60* lave i been detailed uM14-dng either a fi.llet er ratial pene::stien j l weld siebc1, either sirbol is acce= table.

4

  • SRC'.N & ROOT, I'tc. I ISSUE CPSE3 NUMBER REVISION DATE PAGE l

JOB 35-1135 l e i or-c e-u.1-2s 2o yay 161983 41 ce 64 i

l

,L6C 12 (Cent.irred)

I i

for skewed angles where, 204 0 9.4458, the weld shall be considered i

a partial penetration move weld in lia.t of a fillet weld. For a '

givert weld siza(s) , the "d" dimension shall be :r.easured and shall, at a minimym, :neet the reg.tirements of table sacwn below. t 5

  • Cf.Le<4s' s

m .

7 i .

4 T A SL E.

WELD $815 s '..R..

EfttuR.10.o 7/a - .

i i

l 19 : RMITION i w'

. .T/6 3

I 37 i

i

'II/t e. , } ." '

'l4 -

bop .

! "lCTI: If a fillet weld symool was used, the fillet si:n is "s". 1

- 's I

i

l , SROWN & ROOT, INC. ISSUE C?SES NUMBER REVISION DATE PAGE

-l' J08 35-1195 20 42 er 64

. i or- w -u.1-2s MAY 161983 A m cec e la l

= -s== e m m. ec w. .

GC RK*.

c.

w

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l l l 1 l

l l 1 l l i 1 I I l s 1 l

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

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l

. SRCWN & ROOT, INC. ISSUE CPSES NUMBER RE'lISION DATE PAGE

cs as-tiss

( , .

MAY 161983 43 e e4 l

.  ; QI-c;e-u.1-2s 20 I

A m.u 13 (Chnti.T.ed) l l

. . . - - 1EED IN C2B:2-C5T MIt ,)

i F.= Z:' NEED(s) 2BC SKDIED 15 D(s) SI2 SERIL E CCC2E2E!D CN 14:2 i IEEMC=I2K C3ICK Lut! M M KZ:DC2G .M j SIEF la QCI BRE: AEEEEE 1EED 3DE55 M 3DIElIZChL SEZIEEE "I AEL ME FIEED IEEZE (B&W 3 ERIER 2333t CElWG2C 2BC/3 CC. SE1EED XBEERS I

SEEL M M CE 1EED 13ERE 25 QIBl3Hl2BT.

I SIEF 2 QC: SERZL MElIlscitt M AcKlaL MED SZ2 TC EE E::Z. I22C55 2 2E IEED 2BC - EE IDENT SIM MlhSCIED CBI IGIlL.

SIIP 3: Qll: SEREL IIIl ERL AIC EECE CN 1E!tlL RX 22EMC2D 14Z25.

! SIIP 4 Q: ElREL SM 21E3 crete CE BRIEEE EIEEEt N- ABC/CR CC.

4 INFORkifil0N COPY ppg i

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i  :

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i

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1

. SRC' N & ROOT, INC. ISSUE C?SES NUMSER REVISION DATE J P 4,,

c i

i l

Jos 35-1195 or-CAP- u.1-28 20 MAY 161983 44 cf e4  !

.? -

,LN 14 1

M T S I C N C Z" . 6  :

~~ ~w 7.N-:-. " :nettrai is used f== Me tighteni.:q, the W W cr et er Ims= wtic derb dces :ce requi.1 <-= 14 W, cn. Ecwuser, the device shall be cf

-- ~~ s'a7 ate w-4 tf ad m***H==+1'f =W 4 8 with air to perf=z::: tte reg 2irsi *dMd g of each b::lt .hez ei.s

aetbed is used, the +7' ~47 steps aill be f=licwd by c= cst =c d.cn:
1. All kults in eacf1 jni::t shall #4M he L % t:3

~ a "stzag tight" c vr*4*% (scug tigt:t is dadd-=r8 as the ** . ' -- ein= 4 by a few be cf an j W wra:x:21 ce the fcu effer cf a : nan usi:q an

"'= f spzi 6 .

2. All the rz:ts shall than be :naGad usi:q an

. w-v=1 iL _al -, i.e. : Mi - tzicts bas cerHfind c::::ta=es.

3. All the kult:s 1:r the joi=c shall than be *d.

' - 4 by the T '-M- =rrme cf z:ut :=tatica as speci.--

1 fini belcw.

BCI I22CIE 0:3 m FAST stru N L6 4 hw 1200 t 30 0

, 4 CIA 4 L:$ 8 th~ 0 180 t 30 0

l L>8 h - 0 C 240 t 45

4. " Wing sban ms pe m,3.f 6e 3 J

scsc =dsdd part cf the jeine to its freest l i

5. 2 ara sban km en e q 4%4 - - gf
es ser= ==t - by tee - N/AT , !0N
e. e. i cf ou mes sbau be -

iMust=ial Am .6en re:;ui:mi cue ==ce m ..

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, 4

, , SROWN & RCOT, :1C. ISSUE CPSES NUMBER REVISION DATE PAGE

,- l QI-CAP-11.1-28 MAY 10 lb0 46 of 64 k m m ir ISB i

I

@ CLAP 1P BOLTS AND STU.OS

m2't P Al*PRcx.,LENCTH_,ANO SCLT SIZ E 3:2 z:

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t -I 'lulerance on mulcra thicknesses are + 1/32", I.D 's arvi O.D.'s are nominal j dinensions, tie only consideration is' timt they fit on the load stal with j onntact against Lle ball bearinj.

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c?SES DATE PAG, c NUMBER REVISI0ftl l  !

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- ', SROWN & ROOT, I'4C. ISSUE CPSES NUMBER REVISION DATE PAGE QI-QAP-11.1-28 20 s4 cf 64 MAY 161983 ATTACHMENT 19 1.0 GENERAL 1.1 PURPOSE AND SCOPE This attachment provides the inspector with the inspection criteria to be used when inspecting tha restaking of spherical bearings.

I 2.0 INSTRUCTION 2.1 SPHERICAL BEARING STAXING INSPECTION Spherical bearings that are loose in the eye rod or snubber ends or have become dislodged require restaking prior *w installation. Prior to commencement of the staking operation, construction penonnel will notify QC. This notification gives the QC Inspector an opportunity to monitor the staking operation. Upon completion of the staking operation, the QC Inspector shall inspect the eye red to verify the following:

a. The eye rod hole is not defonned;
b. The bearing race is centered in the eye rod hole and should be staked approximately 1/16" from the edge.

However, this dimension is not critical as long as the bearing meets the conditions in C, 0 and E below.

c. The bearing shall be free from rust, dirt and other foreign material;
d. The bearing gimbal moves freely in its race.
e. The race is secured. within the eye rod.

WOR @ffb9" restaking shall be documented on an l

q r1 cal l

hearing Report (see Table 1 of this Attachment) and on  !  !

gg The support mark number shall be recorded in the 24denti cation No." block.  ;

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pleted documentation shall be reviewed and forwarded to Endineering Systems for filing in respective hanger i document package. ,

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l 3RCWN & ROOT, INC. ISSUE  :

CPSES NUMSER REVISION DATE PAGE JOB 3S-1195 20 55 of 64 QI-QAP-11.1-28 yay 161982 ATTACHMENT 19 (Con't) i i  ?

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2.3 NONCONFORMANCES All nonconforming conditions shall be reported in accordance with Reference 1-C.

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