ML20195F430

From kanterella
Jump to navigation Jump to search
Rev 16 to Procedure QI-QAP-11.1-28, Fabrication, Installation Insps of ASME Component Supports,Class 1-3
ML20195F430
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 12/15/1982
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 8606120124
Download: ML20195F430 (56)
v • d • e


Text

_ - - _.

3RC'nN 1 RCCT, INC.

l ISSi;E l

REVISICN !

2 ATE l

FAGE CPSES N WEER l

1 I

JCS 35-1195 DEC 151582l 1 of se QI-QAP-11.1-2g 16 TITLE:

CRIGINATOR:_ ch b h iO 'I S

cm e c DATE N5 '

S L N

REVIEWED SY:

r-v7 d

CATE INSPECTIONS (f

/4 UP S

APPROVED BY: c CLASS 1, 2, & 3 s ue QA.wanager 0 ATE

1.0 REFERENCES

1-A ASME Boiler & Pressure Vessel Code Section III,1974 Edition, with Addenda through Winter 1974 1-B CP-QAP-16.1, " Control of Nonconforming Items" 1-C QI-QAP-2.1-5, " Training and Certification of Mechanical Inspection Personnel" l

1-D QI-QAP-11.1-36, " Inspection and Verification of Salvaged e

Hangers and Parts" 1-E QI-QAP-11.1-26 "ASML Pipe Fabrication and Installation Inspections" 1-F QI-QAP-16.1-2, " Arc Strikes and Base Metal Repairs" 1-G QI-QAP-11.1-28A, " Installation Inspection of ASME Class 1, 2 and 3 Snubbers" 1-H CP-QAP-18.05, " Inspection Report" 1-I CP-QAP-18.2, "QA Review of ASME Section III Documentation" i

l 2.0 GENERAL 2.1 PURPOSE AND SCOPE This instruction delineates the criteria and requirem nts to be used when performing fabrication and ins 1

  • ion inspection of ASME component supports, Class 1, 2, (Reference 1-A).

If a conflict exists b

's instruction and the support d rawing, the take precedence.

F01A,85-59 0., 4 4> y I

612 060512 GARDE 85-59 PDR

~

GROWN & ROOT, TNC.

ISSUE i

l CPSES NUMBER REVISION DATE PAGE l

JOB 35-1195 l'

QI-QAP-11.1-28 16 2 of 56 l

l t

I Inspection personnel performing inspections shall routinely observe general workmanship conditions in all areas of plant construction.

Observations shall include such items as:

a.

Handling / Rigging

,I b.

Housekeeping / Storage Maintenance c.

Contamination of Stainless Steel (Material Segregation) d.

Phyiscal Damage Observations which are adverse to quality and existing site pro.cedures shall be documented in accordance with Reference 1-B.

2.2 RESPONSIBILITY The QC Group Supervisor shall be responsible for the inspection of component supports in accordance with this instruction.

2.3 PERSONNEL QUALIFICATIONS All B&R inspectors shall be trained, qualified and r

ied in accordance with the requirements of Reference 1 3.0 INSTRUCTION 3.1 MATERIALS 3.1.1 Marking Transfer Traceability

'*wd g

The QC Inspector shall verify that the m is acceptable as per the Material Requisition (MR), ID gs Mr are transferred prior to cutting and the infor.

ion recorded on the MIL (Attachment 1) is correct and legib 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, l

each piece of material shall be identified with the material identification that is traceable to the material certification.

Prior to division, l

33 M

BROWN & ROOT, TNC.

ISSUE CPSES NUMBER REVISION DATE PAGE i

JOB 35-1195 l

3 of 56 QI-QAP-11.1-28 16 g 1 1cq QC shall be notifid 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 transmitted to the Owner.

3.1.2 Material Traceability Control During fabrication, evidence of material 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, 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 j

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 da ti ng, using the information 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.

3.1.3 Material Dimensional Control Material dimensions shall be as per the hanger d awi.

Fabrication tolerances shall be as per Attachment #5 3.1.4 Material Salvacina

/

Component support parts such as structural eel, spriliga n

  • g, cans, etc., may be used on component supports er T

p those for which they are designated, provided requi fr l

of Reference 1-0 are met.

i

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE QI-QAP-11.1-28 16

[

56 3 )g F % -l i

4.0 WELDING 4.1 WELDING INSPECTION REQUIREMENTS (GENERAL) y Visual Welding Inspection shall be in accordance th T

l the requirements of this instruction.

Weld filler material used in the welding of component' supports shall be verified using the " Weld Filler Material Log" (WFML) in the construction " Hanger Package."

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.

I 4.2 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 the surface to be examined.

Di rect examinations shall be performed so that the inspector's eyes are within 24 inches and at an angle not 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 performing di rect examinations.

Resolution capabilities shall be l

detemined by placing a standard steel scale reasonably close to the area being examined affirming the ability to I

distinguish the 1/32 inch graduations on the scale or by detecting a 1/32 inch finely scribed line in a similar area.

4.3 INSPECTION REQUIREMENTS, WELDS AND BASE MATERIAL Prior to performing inspections, the QC Inspector shall verify that the QC hold points specified on the process work sheets (WDC, RPS, etc.) are in accordance with the hold points identified in Attachment 4.

I 4

W

BROWN & ROOT, TNC.

Issue CPSES NUMBER REVISION DATE PAGE QI-QAP-11.1-28 16 DEC 151982 5 of se Cleanliness inspection before fit-up shall be as folicws:

a.

Before welding, the weld joint shall be free of moisture, dirt, oil, grease and other deleterious 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 performed as follows.

~

a.

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

['

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

p j

The fit-up gap for "T" fillet joints should not exceed 1/16" inch.

If the gap is in excess of 1/16" inch but not greater than 5/32", this condition shall be acceptable providing the fillet size is increased by the amount exceeding 1/16" inch.

(The increase in fillet size applies only when the excess separation exceeds 10%

of the joint length.)

The fit-up gap for "l a p" joints shall not exceed 1/8" inch, b.

Cleanliness After Tack Welding Cleanliness shall be as described above.

c.

Attachments Attachment weld inspection and repairs shall be in l

accordance with Reference 1-E.

i i

j i

's

, - - - + -

p

,wg a

l BROWN & ROOT, TNC.

ISSUE I

CPSES NUMBER REVISION DATE PAGE

~

6 of 56 QI-QAP-11.1-28 16

,5gg d.

Weep Holes

" Weep holes" necessary for the exhaust of welding gases are not required to be located on the design detail drawi ng 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.

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 c.

The depression area is 2" or less in diameter.

The depression produced by grinding shall not exceed e

followi ng:

a.

Structural Shapes / Tubes 1.

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

[ Y%

2.

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

1/8 inch for material over 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" Base material defects shall be documented in accordance with Reference 1-F.

General fabrication and instaliation requirements are given in Attachment 5.

w

I BROWN & ROOT, !NC.

ISSUE CPSES NUMBER REVISION DATE PAGE 7 of 55 l

JOB 35-1195 QI-QAP-11.1-28 16 D E C 1..S~e o

e 4.4 WELD INSPECTION REQUIREMENTS (FINAL) 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 6,

7, 8 and 9,

as applicable.

NOTE:

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

b.

Where structural tubing is welded as shown in Attach-ment 10 and the weld size is not specified, the minimum weld size shall fill the groove so that the weld is at least flush with the outer surface of the member.

Fillet weld sizes specified on the drawing shall be the minimum size required along the full length of the wel joint.

Oversize fillet welds shall be acceptable provid they do not exceed twice the leg size specified on drawing.

Excessive distortion where oversize fillet s

are used should be avoided.

For the special cases where a fillet weld is speci ed on the design drawing to join two structural tubes of un u size and the larger tube has an excessive corner radi the weld will be a combination flare bevel and a fillet wel.'/

l The final surface of weld shall be free from slag, arc strike, weld spatter, abrupt ridges and valleys.

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

Cracks are not acceptable.

Undercut shall be limited as noted for the following items; l

a.

Structural tube - 1/22 inch, provided it does not go below 10% of wall thickness.

I b.

Structural shapes - 1/32 inch for all sizes.

}

c.

Plate - 1/32 inch provided it does not go below 7% of thickness.

l l

i l

i 1

.--Y

-m

]

BROWN & ROOT, !NC.

ISSUE CPSES NUMBER REVISION DATE PAGE QI-QAP-11.1-28 16 15 icy 8 of 56 d.

Pipe - 1/32 inch provided it does not exceed 12 1/2%

beyond the nominal wall thickness.

4.4.2 Reinforcement of Butt Welded Joints The surface of the reinforcement of all butt welded joints l

may be flush wi th the base material or may have uniform crowns.

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

~~

Nominal Maximum Thickness, in.

Reinforcement, in.

A 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 h

i I

Over 5 5/16 4.4.3 Weld Reoairs Weld repairs shall meet the visual acceptance criter applicable for the original weld.

4.4.4 Component Support Welds at Skewed Joints Component support welds at skewed joints will be inspected in accordance with Attachment 11.

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

i Results of NDE examinations shall be documented on j

applicable NDE Report.

Weld sizes will be recorded f

on the Weld Inspection Checklist (Attachment 12).

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

I i

f l

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 16 9

56 6.0

_ ASSEMBLED HANGER REQUIREMENTS 6.1 FASTENERS

. i./.,

YY Fasteners will be as shown on the BRH and any app le CMC's.

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

Bolt holes in angles shall not be closer than ih times the bolt diameter from the edge f the angle to the center of the bolt hole. All bolts, stud 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 nonnal to the bolt axis. Where the surface of a high strength bolted part has a slope of more than 1:20, a oeveled washer shall be used to compensate for the lack of parallelism.

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

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

Use hardened washer under bolt head and nut except where bolt head or nut is welded to the boltup assembly.

NOTE:

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.

NOTE:

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

NOTE:

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

NOTE:

When " turn of the nut" method is used for bolt tightening, tightening shall be done in accordance I

with Attachment 26.

I

l BROWN & ROOT, INC.

ISSUE l

l CPSES NUMBER REVISION DATE PA QI-QAP-11.1-28 16 6.2 STAINLESS SHIMS

.[\\

j

[

Carbon steel supports in contact with stainless steel p' 1

require stainless shims between the support and pipe whe the operating temperature of the line exceeds 660*F.

6.3 SWAY STRUTS 6.3.1 Sway Strut (As Reauired)

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

6.3.1.1 Inspection Criteria All pipe clamp assembly -parts used for strut installation shall be sized in accordance with requirements of Attachments 13,14,14A and 14B for NPSI designed hangers and Attachment 14C for ITT Grinnell designed hangers.

a.

Pipe Clamp Assembly (Attachment 14D, Figure 1) bearing 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 14D, Figure 2) washers shall be on the inside of the bracket arms.

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

Split snap rings, if installed, should be examined to verify that the rings are not broken, sprung or defomed.

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.

c.

Sway Strut Assembly (Attachment 15, Figure 1) spherical 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 tight.

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

=

SROBN & ROOT, !NC.

ISSUE CPSES NUMBER REVISION DATE PAGE l

j QI-QAP-11.1-28 16 11 of 56 g 7g i

i ratignmenD.

d.

< a. - a 4. ', e '

  • dE:MERSI211E3iDE5moCIM farinnelhnf rgg:ssne2icut&ETMnrumrfwthrJWwaymst ru r Ar&=nd=14%incW=d' anal Inactively).

NOTE 1:

The degrees allowed for misalignment 6) are given by the spheri al.

bearings and their relationship to the f t4 washers.

Normally the thicker flat washe s' are installed on the clamp end and th 4 g

thinner washers on the rear bracket en

.C f

A NOTE 2:

The clamp halves shall be tightened against ~

the spacer provided with the clamp so that the proper clamp gap is maintained. Excessive 4

gap at the upper end of the clamp can allow

/

enough space for the spherical bearing to be dislodged from the eye rod end.

6.3.2 Upset Threads Thread upset verification of all sway struts, including modified struts, shall be stamped on both ends with a 5-point star or a 6-point star, indicating that thread upset was verified at the time of manufacture or on site, 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 hcles 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 I

thread upset, QC shall accept the sway strut and stamp both ends with a 6-point star.

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

l 6.3.3 Site Holes Site holes added by Construction shall be located according to dimensions given on Attachment 17.

i W

i I

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE l

JOB 35-1195 QI-QAP-11.1-28 16 12 of 56 l

gg i

I Socket-type couplings shall have a 1/4" diameter hole drilled tnrough the coupling nut and the pipe wall on both ends, one side only as shown on Attachment 17.

Solid ty::e couplings shall have a 1/4" diameter hole drilled tnrough tne pipe wall on both ends, one side only as shown on Attachment 17.

j NOTE:

The Z (min) dimension (Attachment 17) shown for solid type coupling as a minimum.

If layout in-dicates that the site hole will be drilled throu the weld, the site hole should be adjusted to clear the weld.

6.4 SWAY STRUT (MODIFICATION)

/

Sway strut modification shall be in accordance with isti d-i site procedures.

sh[T

/

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 acced to the extension pipe shall not exceed 1/2*.

b.

NPS sway struts sizes SRS.06 through 36 centerline misalignment of socket weld couplings added to the extension piece shall not exceed 1/2*.

Socket welded end coupling centerline misalignment shall be kept to a minimum.

j 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 modifi-cation.) See Attachment 15, Figure 2, for proper fit-up illustration.

h f

g

._i.~ ~

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE I

JOB 35-1195 I

3 # 56 QI-QAP-11.1-28 16 DEC 151582 l

d.

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

"C-C" dimension shall be maintained as close as practical to assure a good pin fit.

I e.

Alignment measurements for couplings added to th extension piece may be made utilizing a jig as sh n

s below or other suitable measuring methods.

f.

Solid type couplings on rigid struts shall no ex

/

1/16" misalignment from the pipe centerline.

NI

$o,

~

r J M.

sca.iSE MtM t-v i l

J cour%.wo L T2.

hx rE 45 ton PnPg EvTENsics P@E If the measurement as taken from the top of the jig to the sway strut varies within the dimensional tolerance given at "A"

above with readings taken at 90* intervals around the strut, then the alignment may be considered to be acceptable.

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

6.4.3 Weld Inspection Final visual inspection of weld surface shall be in 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 Size Strut Size Min. Weld Size A-C 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" l

l

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

i i

W

.7

BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 16 3 5 3gg 14 of 56 Strut size code may be determined by measuring the eye rod diameter and multiplying that dimension by 8, for example:

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

=

6.5 TEMPORARY SPACERS Temporary fla t bar cut' to the appropriate " pin-to-pin" length requirements may be used when seismic limiters 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 e ceptiens shall be noted on th x

applicable inspections do:w.cnt placing an asterisk next o

the inspection which cannot be complned. An explanati o

the incompleted inspections shall be entered in the c section of the IR and in the operations section of MWD as per the following example:

EXAMPLE: (Limiter) not installed.

NOTE:

Seismic limiters are installed per Referen s

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 testing, the QC Inspector shall annotate the MWDC to reflect the spring can stops were removed by TUCCO.

In addition, the QC Inspector will be provided with documented evidence of TUGC0's direction to B&R of removal of the spring can stop(s). The t

l MWDC will indicate that this documentation has been reviewed by QCI.

NOTE:

QCI shall enter " Stops Removed" on Operation for

" Spring Can Stop Installed" Operation on MWDC.

BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE

~

QI-QAP-11.1-28 16 15 of 56

.g i

f 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 I

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 three types:

a.

Lubrite AE The AE-6 lubricant is premolded cylinders and pressed into drilled holes e

substrate material, The AE-7 lubricant is a p der mi

/

b.

Lubrite AE-7 which hydraulically extruded into circular cha els the substrate material.

/-

NOTE:

Lubrite plates can be identified by "LUBRI trademark stamped on the back of the plate.

T For both AE-6 and AE-7 bearing plates,

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

c.

Lubron AE 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.

NOTE:

Regardless of the product specified on the design drawing, all three bearing plate types are interchangeable provided the correct lubricant is applied to machined mating surface.

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 from rusting.

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

l I

4

=

'1 1

SROWN & ROOT, INC.

ISSUE i

CPSES NUMBER REVISION DATE PAGE' I

i x

i JOB 35-1195

\\

DEC :5'90

_/d\\

l l

QI-QAP-11.1-28 16 l

N, !

When welding, care should be exercised because of p sib e d.

damage to the lubrite plate and the mating surface.

V l

See Attachment 18 for typical support with lubrite pla and Attachment 19 for typical lubrite plates with AE-inserts.

l 6.7.2 Inspection Criteria The following inspection attributes shall be verified and documented on " Low Friction Bearing Plate Installation Report", reference Attachment 25.

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) towards the machined surface as illustrated in 9.

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-5, AE-7 or AE-40 lubricant is installed in substrate material.

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

NOTE:

Lubricant inserts and lubricant coating I

verification shall be made prior to the support being loaded.

I I

e.

Final weld surface inspection of keepers welded to support steel shall be in accordance with paragraph 4.4.1.

I NOTE:

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

l i

SROWN & ROOT, INC.

ISSUE l

CPSES NUMBER REVISION DATE PAG j

l QI-QAP-11.1-28 16 r,.EC

  • F 19c2 g

W%

~

' [/

f.

Verify that when the steel is erected and the supp-9 is in the loaded condition the lubrite plate shall b flush against the mating surface and carrying load.

4 '

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 Bearing Plate Modification 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 grind area does not penetrate into the lubricant.

6.8 CRITERIA FOR SHIMMING AND GROUTING 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 80% 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 tnis criteria cannot be met, the plate must be grouted with an epoxy grout Ceilcote 658-N.

Shim material may consist of steel shim plates or washers of a size necessary to allw proper Hilti Bolt torquing without base plate deformation.

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.

I Floor mounted component supports that are not flush mounted, j

require shimming and grouting. Shim material may consist of steel shim plates or washers of a size necessary to allow proper Hilti Bolt torquing without base plate deformation.

6.9 CONSTANT SUPPORTS 6.9.1 General For identification of constant support parts / hardware discussed in this section see Attachment 20.

l 5

i BROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE l

JOB 35-1195 ss j

QI-QAP-11.1-28 16 DEc

= ggz

/,

i i

t 6.9.2 Inspection Criteria The following inspection attributes shall be verifi d AA gW.

documented in accordance with Reference 1-H, on Con W.

t Support Inspection Report (Attachment 21) when inspect

//

constant supports:

l x

a.

Location and orientation is as shown on the design drawing.

b.

Constant support hirdware 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.

4 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 QC shall witness all load adjustments and verify such changes by signing the Constant Spring Load Adjustment Log Sheet (Attachment 22).

7.0 DOCUMENTATION The results of component support inspections shall be documented on the " Quality Control Hanger Inspection Report" i

(see Attachment 2 and 2A) and the " Multiple Weld Data Card" (see Attachment 3) for that support.

The information needed to complete this Report.will be obtained from the Hanger documentation Package and physical inspection of the component support.

All inspection points on the Hanger Inspection Report and hold points on the Multiple Weld Data Card shall be satisfied as applicable.

1

~.h }

. I

BROWN & ROOT, INC.

ISSUE

'CPSES NUMBER REVISION DATE PAGE j

JOB 35-1195

/\\

g, 1 51C8^4 19/ Jh QI-QAP-11.1-28 16 0

o +/

7.1 INSPECTION DOCUMENTATION FOR MODIFIED SWAY STRUTS All hold points assigned in the Vendor Supply Modificat r>4 l

Card Record (VSMCR) (see Attachment 23) shall be satisfied,' /

.A as applicable.

A WFML is provided on the back of the VSMCR for documenting the use of the weld filler material used in modifying the strut.

7.2 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 for inspection.

The inspector will perform a detailed visual inspection per the provisions of this Instruction, complete the Hanger Inspection 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-I.

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.

Nonconforming conditions related to item noncompliance with procedure or drawings shall be documented on an NCR in accordance with Reference 1-B.

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

I Mi s

R

l-SRO'WN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 i

l UE C 10 20 of 56 OI-CAP-11.1-2E 16 ATTAChTTI 1

  1. /A N

s O p&yor MATERIAL IENTIFICATICM LQE N

1 MME anni es9 _

h heads amasseus ammy ammmer am anse g

IDeen. m amm.)

esey amiamr (masse ausdameess 1,

I I

I I

I a

It 4

i i

l 1

i U

l 6

i i

l I

i i

i I

t i

9 9=

.-.-.-. -.a=. - -.-

[.

SROWN & ROOT, INC.

ISSUE CPSES NUMSER REVISION DATE PAGE JOB 35-1195 OI-OAP-ll.1-28 16 nes 1 : ic82 21 of 56 LwENr 2 l

n m carnct.

IWCER DEPEC."Im RDCRI CI-CAP-ll.1-28 Bev.

QI. CAP-10.2-1 arv.

QI-CAP-10.2-2 Rev.

CI.oAP-11.1-26 Rev.

/

Tert:TICCICN sanger te. (1)

Class (2) traring te. Rev. (3) 4$

,y I. em.sR:Ar. unmsI:.Iw m cann um to:sD m n.I.r..

(4)

@j 6

4

=

==

II.

  • I W N R PER N C Inspec=r Invel Data a.

Cumurrts:

(i.e.) SrsL%er tet Insm11M Star Stm p sigris soles III. WEIDDC PER CPAWDC DCIEUC A**ENE2 TIS a.

All wid per Wm/drawi:q(6)

Ins; meter Invel cate b.

AIDI*ICNAL !E c.

IEAT TJ Inspec=r E

Data (7)

Pn:x:ssa CI-GAP arv.

Inspector Ia al Mce Pm=

CI-GAP Bev.

I.ap Imaml mte C'2NE27:S: (8) tas: (9) l l

l i

I m....4 g

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-CAP-ll.1-28 16 7e -. : :.,0 2 of,~6 Ic'IAObefr 2A O

(wr'=)h<

A 49 A

p 1.

'Ihe draw 2.ng rner of the hanger.

2.

'Ibe <-la== of the hanger (1, 2, 3).

3.

'Ihe revision of the drawing used to perfonn the insydon.

4.

'Ibe grade / type of the material.

5.

L w r's signature / initial and date of location correctness per g e b m.

6.

Inspector's signature / initial and date of visual.

7.

Enter additional NDE (i.e. LP, Mr, UT, Rr) processes, enter QI-CAP and Iwision.

8.

Any crmnents that may be pez+dnent to acceptau..

9.

'Ihe !CR(s) written on hanger, if any.

  • NOIE: When forn item numbers are not applicable, enter N/A.

p

=.

=

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

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE

,s I

I' JOE 35-1195

.1 ~

QI-QAP-11.1-28 16 C E C :,. D I..g 23, 356[?,

. m

k, 'g r

A'ITAQfENT 3

.., g,

,9 i

% *Iid' Ys

/

C g f NTION ?C BE IN PdW

  • ~

aa Acconcract ' ITH NOW

.,gg gg;g;gg 3 j

g a

NEFEltENCID IN Jnll ORAwgNg a g-i 1

i

..r u et, ;ATA GAD LINE f

\\

l

\\

..e.eG. ! e b %.

Pu.

i;3 mE 3 FIL 5 e W MC5.

P 40.

FAan;UT;CN \\j l

E & CLAS$/T i

AC: s3 i

a!=g itt.

{

i.

e i

w a.a.1. APPL.i.Asi.i. WMi tu J Pui.ws 5nALa. HE incir 4.s.J si g%s.wu N.

Z. AN! !!tEPECTION POINT 3 I!CICATO BY (2).

I

3. 00iOTE SATISTAC ORY INSPt *t0NS SY AM "5*: U15ATisFAC*3tY IN5*""tL'W5 tv A "U" pue. ian e artiurien:.

s I t c

ae 9 e a,

,,o.

i 8'.I e

l 6

laZ ?

NF.LUCTICM #ELi.A5E u[.;.J.E wp-WLJm 6 NT 3 wnaa 5AT Qil sMh m.10M itL5i.eLT5 i!iM 4 JETi r MUtf/

MTM f ATICN WT QG MI TAtSAT OG QR dT NUE oui.

M; REY.

CEL!5

')

LEYF DUE OATE s

e f

i

+

4 1

l l

e o

6 0

t s

i i

i i

j l

1 i

i i

e i

l i

i 1

6 6

i 4

e i

i e

e s

i i

e i

i e

e a

WE OC ANI APMCVAL IIGIATJtE3 SHALL BE AFF'2D IN THE LINE IMCIATP.T SEL:V *HE LAST STD IN !/.CN ICUDCI.

l

'?--_-_..-._.l..--.-..,..,_.--.-._,,

--_-,.1-.-.-.___,-__,,._,:5-..--

~--_,---

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOE 35-1195 QI--QAP-ll.1-28 16 DEC 2 3,i -

24 of 56 g

I ANN 4 I

3 INSPECTION REQUIREMENTS FOR C::MPONENT SUPPC.

9L M

  • J* !!
  • T8F CJJNL 'WT!

8ettutRT Y'

Tm' F*

W 8W*

! MI

%IT huu T='et4ep lutt i

f f

f f 71

! f?9 fel nar.a 6 me.

-s e..

-.f en 4

a 2'

.41 m eee eeet ses ses as 3

3 No. *>i et 4 con ee I

3 1 4FW"!?

%IT hpe==tf*Jn f

f f

f f?1 F ff9

  1. 41 U9 ear Me Ne. 3enet-tr on ee 4 R - --

K 4

4 2 ii i,

t.

ev..... et ee.as K

t -

.u dii JI*e" =e*C1 4

5 1 W3 8' FIT wop h f

f f

f ft)

Tdd rettet 'dete wNt ?ie t*

f f

f fet m e

.e...

!! TTC r'ete 1 theit

%:t s -e--steen %t-F f

f f

m e

dJ'*

'm.. u

  • Sn 4 i

E 4

,3l h ate

      • +0?

ae'ete A0 1

4 eli

%i s'3 set ee*1e6 -ee.e9R*

1 3

eip QtFleP atiSS **

a***e f"'*

.."'t f

8 eir 43-M e* ee*42 5:

?? 4 T C Nf t Wsn %f-f f

r43

.. 4ti!Z No

%%""1 t'On - oe ee* C3 I

4 (46 et ee * *.E a

,---y

  • e

-* M *@*tS l

e

"$M C h [ f to-ge-ge= =io tv-T t

egg a

413 me---

set.c g

--.- o

...-s i

h!! heet" stion lu-

'4 ele.s l

C 7'.*"*

m ts t 9et?

Excese*-e ! !n= *n nietrens T

y t

re -

f a

e., :ver.e s

4 i

i r

. - - - - - - - - +

-,sm--

.-,.--ww-y o*.,---

e-e-g.n--rw----v---e

--,w-.-wT,.-+

-*c,-y----o---w

,-g-+ve-e,m,.-er-ww&vey+,-r+e-i ws-e.--.v-

.-w,

-r

,,--,,-..nywwvw,-

l SROWN & ROOT. INC.

ISSUE CPSES NUMBER RE'IISION DATE PAGE JOB 35-1195 QI-CAP-ll.1-28 16 DE: 1519N 25 of 56 ATTACHMELT 4A NorES 1.

Purge is not regaired if wall thickness of pressure piping exceeds 1/4" thickness. hhen purge is required, a hold point for p q e dam re:cval is also required.

2.

khen tM results of Padiography are not meaningful, ultrasonic examination shall be performed. In aMition, the adjacent base material for at least 1/2 inch on each side of the joint sMl'. be examined by either Mr or Pr.

3.

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

4.

Full penetration welds in P1 material over 1-1/2" reqaires Post Weld Hee.t Treat:nent.

5.

Fillet and partial penetration welds in F1 material over 1-1/2" with a throat thickness or groove dimension over 3/4" require Post Weld Heat Treat:nent.

6.

Inspection Pequirements for Pepairs to Ccreponent Supports A.

mpairs that reqaire welding will be reinspected with the original NDE method that detected the defect. The cavity does not require 2nspeed.on.

B.

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

C.

Base metal repairs will be examined in accordance with the material specification for the material affec+d.

ee 1

l 4r Y

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-ll.1-28 16 D E C 1 26 of 56 ATrAQ9ENT 5 EE3ERAL FA8AICAT!3 AND INSTALLATION RE**JI2EMETC3 Tolerances Fabrication and installation shall be performac in ac:crdanca with the drawing detail and the fo1 Towing permissible alerances:

Fabrication Tolenness 1.

Length a.

Support ascers (except rods) up to 12"

+ 1/8" b.

Support embers (except rods) over 12" E1/4" 2.

Holes a.

Ofaseter

+1/16"

-0

- J /4" or as shown h.

Cantar11ne location

+

on the design drawing Installation Telerances 1.

Dead weight su=;:rts a.

Axially

+12" b.

Plushness 12degrets 2.

A.

U-Bolts " Bilateral restraints" shall have 1/16' clearance and be double nutted on each side.

3.

Knee Brace, " Kicker

  • m'ay.have it' ::l eranca frca the spec'.

4 angle.

A.

All Referenca Dimensicas shewn as such en Design m

shall have a tolerance of 12".

4 Saismic Restraints a.

Restraints, anchors, quices, et,..

tg, h

1.

t.::stion; sica dia:::etar Zh and larger an.

and s::: aller AIP.E Class 1, +2"(2 x si;e wall thi,es p

from thasreticai ;csiti:n.

2.

Lc:sti:n: cipe diameter 2" and smallar. ASME Class 4.

anc 3.

a.

32:: rt ic::: ten ::: erin:s is _@ :n the s:an indicatac on the 1c:2:f =n is::ne ri: drawing.

This.nlerance is act := te ;roje: ad th : ugh or areund fittings or ::=:enents.

t i

i m-

,,y m

yp.

s-y.

-w-

---e-y-

-9

,,,,,--n+.w, ym--

3 g--<-.my--,

y---

y-

-s-m

,y------,,.,--,,e-+,

,---e-

-,-,-e---

y-w----

l l

SROWN & ROOT. INC.

ISSUE i

C?SES NUMSER REVISION DATE PAGE JOB 35-1195 l

QI-QAP-11.1-28 16 DEC 1 Ol'007 27 of 56 i

ATDmENT 5 (continued)

I i

b.

Locations of certain supports, identified with an asterisk () next to the dimension on the ISD, have a Iccation tolerance of sy".

Inability to meet this requirement, must be brought ts the attention of engineering.

~

NOTER In certain cases Class 2 and 3, 2* and smai supports require the same location-toler ces '

as 2%" and larger and 2" and smaller C ss

's supports (1 above).

These are identi ad the presence of a stress probles

-design drawing.

F

[h h.'

Attachments to 'centar of structural I rua on

""b*r5 -

\\

p 1.

Location; 22", and plumbness 2 degrees NOTE:

A reaction member is defined as a manber is part of the building stnacture, i.e.,

ant or embedded plates and strips.

Parts of th

hanger, i.e.,. base plates, are net considered as reaction members.

c.

Pipe Clearances 1.

Where the design shows 1/16" on both sides, the totai dimensional tolerance shall be 1/8" ' 2 1/16" (e.g., 0*

on one side w/1/8" 21/16" on the other, 1/15" =1/32" on both sides, or any canbination).

2.

Where the design shows 0" on one side and 1/16" on the other side, 0" must be maintained while 1/16* 21/22" is required on the other side.

3.

Where the design shcws 0" on one side w/1/16" on the other side, 0" must be maintained while 1/16' :1/22" is required on the other side.

For low ener2y lines, if the clearances defined above cannot be maintained due to ambient thermal exoansien, a total clearance of 1/8 1/16 on any two adjacent sides is acceptable.

(Low energy lines are defined as those having operation. temperatures and pressures less than 200*F and 275 PSI, respectively.)

l t

e l

I$,, - - -

-.---n..-

,n-

l 1

1 SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 DEC 1St.E-28 of 56 QI-CAP-ll.1-28 16 ATTACHMENT 6 sam

/

I Wh5l7?/NW$$$$

I i

V

- + -

f

[

TusE SIEEL N

It%

_+ - z.,,

p tzSS - o

~'.

/

^#p h c---

,a 1/16 1/!6 tf; 1/8 1/8 1/2 3/16 7/16 1

l 1/4 < A< t/I 1/4 t tyg 1/2< AS 3/4 f/16 1 1/2

}

2/4 < A 5 2 2/3 i if l

EUR SMALL BORE, THE hED IS ICCAL TO E Wmm T E S*HM c

i l

1 1

m-y

- q w

g e-

,,--w.

-e e,--

n

-m w

m g

--= - - - - ~ - -

SROWN & ROOT, INC.

ISSUE CPSES NUMSER REVISION DATE PAGE i

JOB 35-1195 l

l OI--CAP-ll.1-28 16 i LEC 15 M2 29 of 56 I

ATIACEMENT 7 SHIM SIZE Total Length of Shim Memcer Size

]

Ifg "

]l

-g pin.

3 th

.smsw m

--swmsvam. s.

.sm sxsm. s 5 m O, s 4D;?+

A Length of Shim No. 2 a

S + 1/8,

tangtn or snim Mo. 1

,T, Minimus II mmssmms. us-msmm,wm mmmsm msyv.mmmv m W////////////////lllN// ///////Y l// // / ' ! ///%

/' ' * * ////// ///'/l/* W G

A L,. "

. \\"

_ I f Shim Plate l

ms_

h/

Tube Steel. -

=

/

1.

For 2" and smaller diameter pipe, the minimum dimension is h".

2.

For pice greater then 2" diameter, the minimum dimensten is 2g".

3.

" min. for large bore.

l l

m.~

4-v-

p

-w-,

-,---,,q g-m,

,-pe y

y.,,---o w.

p-

-,7,,

BROWN & ROOT, INC.

ISSUE 1

CPSES NUMBER REVISION DATE PAGE JOB 35-1195 l

QI-QAP-ll.1-28 16 tE^ 151992 30 of 56 ATTX3NE27I' 8 SHIM SI2 AND hED FCR Skdr!UFAL SHAPES

'DIICCESS CF S+1/8")Mnt.

- ~ - - - '

3373 FTRE

/

?#fJnW4//JMMM%#fdf#f/AA&

r kf r

S

/f a

L f

).

- IF SHIM T EQCAL CR GREATER 'DIIOCESS 'DIAN FIANGE (T) ' DEN:

US 1/16.

- IF SHIM 'DIICCESS IISS 'IHAN FIRGE 'HIICKNESS 'IEEN: S='DIIOCESS T SHIM MDUS 1/16. (EXCEPr ER 1/8" SHIM. S=l/8 &.1/16" SEIM S=l/l()

n.

A 1/8 SMALL BORE i

~

1/2 IABGE BCEE l

W/////#NXV4W EMD:9,1 i

g I

WII:E FIRE r

l b

I 1.

ER PIPE N 'IHAN 2" DIIFEIER, ' DIE MINIMCM "A" DIMD3IO! IS 2h.

l e

-N>

+ - ~

p

+-

9 SROWN & ROOT, INC.

ISSUE CPSES NUMSER REVISION DATE PAGE JOB 35-1195 OI-QAP-11.1-28 16 DEC '. 5193?

31 of 56 AITAchT77 9 WEID SIE & IEUES KR CTSINED SHIMS

'fCE: WEEN CmBINING SHIMS, UE DIICIER T DE INO SEDtS SECLT.D BE A M. TO DE ICBE STEL UNESS CTEERWISE APPROVED BY DGINEERING

~

c.,; - :

D% #F'g GREATER TMN 2". REQUIRES ENGI?iEERI!G ROV /4 Vrghg,h g

,n

'N p$p4M.(A A

l

)

lM Q

V Y

,n r

t I

l I

t

  • = N SIE iw uw PII;S 1/8 INCII.

FILEI SIE IS ECCAL 'IO DE IHICKESS CD SHIM 10. 2 MAXDi]N SIE mwww IS 5/16. IEGIH T FIIL7:..IS EQUAL 10 (5) FIVE TIMES DE HELD SIE. ECR SMALL BCRE, HE WEID IEUIH IS ECCAL 10 UE SHIM WIDE.

l l

m GW

._s

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE l

QI-QAP-11.1-28 16 DL' 151982 32 of 56 l

ATTACKe7r 10 l

STituCTtRAL.TUBINrs IELD JOINT'OESIIDts dj

//

Dd j;

r b.9 l

. _.. _ _ _ = _ _. _ _ _

g

~

w

=..

- V (auxarra NOTE-Weld siza for structurai tubing shall be of the sme-outar dimension in accordanca with the dimensions pro-vided on the drawing. Where d.imensions are not prwidad, the groove shall be filled until the wefd ts flush with the outar surface.

I 6

9

-.. =

SROWN & ROOT, INC.

CPSES ISSUE NUMBER REVISION DATE PAGE JOB 35-1195 DEC 151952,l 33 ce 33 l

QI-QAP-ll.1-28 16 1

Ah%T 11 i

i i

i i

1 For skewed angles whem 9 > 135, the ihu need not be 0

ww.M ab:ut weld si::e unless mas::hi:d.ng is m11M fer, in

  • dch case the weld will be a rem 1 fillet weld with si::e W4W by the thic!cmss of the material arri tM sicpe.

If a weld size is providad on the climhie draw 2ng, tM drawing weld. size will cpvern (see sketch # 1 below).

9ewATTM N i1bs-

/mann.

V Wo

/

/

/

/

b

/

)

~A

/p 5

/

7 49*

/

  • /

p i.

4 -

Sketch 4 1 Etr skewed argles

  • Acne; 900< 0 C 1350 900> 0 2 60 the iroT._a shall vtcify that the "S" d4==4m= sirwn in sketch # 2 & 3 below agree with the weld size shown on the T 4 m h1= drawing at a min 4m e.

1

/*

e

//*

,I

,I/

4d>e260*

s--

,an g

Sketch # 2 sket=h # 3 i

1 m

w

.~.__._.-

i

SROWN & ROOT, INC.

ISSUE CPSES NUMBER RE'/ISION DATE PAGE JOB 35-1195 QI-QAP-ll.1-28 16 UEC ] 3 "CC7 34 of 56 i

ANE'r 11 (continued) l Ter sxese a.gles where: 600 "#

9 2 450, the wid s.all be

=.sidersi a g:ceve wid i. lieu cf a f' 4 wid.

2.e "d" l

di. e.si:n shall be ressursi and shall, a: a :... :=:. eet e.e _m"--,a ::s of e.e "M e shn bal-v in sketch, 4.

(c

. % m.a

.+-n

sx n ec ;c m rs

-j V

so*>e 2 V

\\

.f D Y

2fa ' %

/

v i

m.. d/=.

$c a

el = (.9)( s M s)

~

4

~

~

.o 4'ELC El 25 N

! 3AG l % I Tir, l 3/s. I 76 l '/t :

Ef.Itn !.202(J. 26tol.3461.!W9!.4lc 3 i u 55".15%:.200 !.2559 !.3511 i. 3.sa3!.44 m h 5 3".le7 i. lH G l.2M5"l. 29=ri.3 M4 !. 3Sq3 1

$ 5 C"./4L!.telT l. 2N3 !.267E I.hs'I i,sg.3ci l

E 46:.13 )31.1851.f?22,l.218(J. 72f'I !. 3716 I 4C.13261.I% T !.220:11. ?!ML.3093 i.353r i

Skate.

  • 4 I

I:<.T._ _e : "te irre_.; ""s f: a wid si s (5) Of 3/5" i.0.375 ") : s = SCC "he ma=e:rsi "d" di.e sien :s: he a: _eas: 0.2572".

m.

's y

SROWN & ROOT, INC.

ISSUE CPSES NUNSER REVISION DATE PAGE i

JOB 35-1195 QI-QAP-ll.1-28 16 nc( 1r)1992 35 of 56 ArrAconrr 11 (continued) l for skewed angles where, 3004 00 < 450, the weld shall be considered l

a partial penetration groove weld in lieu of a fillet weld.

For a given weld size (w), the "d" dimension shall be measured and shall, at a minimum, meet the requirements of table shown below.

4

/

SO*s_.e<4i Y

-!?

m/r

~

)

e(O

%fh T A BL E.

wat.o st2E REaulAEV w

'eL' oin. (KLN,)

3/5 5/1c.o 1/tv 3/5 I/ g.,

3/6

@/gy '

'VIG S/5

'l 2-

'l1/g c, O/t&

3/4

'9// Ce

' NOTE: If a fillet weld symbol was used, the fillet size is "w".

l

SROWN & ROOT, INC.

ISSUE CPSES NUMSER REVISION DATE PAGE JOB 35-1195 et: : 5198f 3s ce se l

l or-c a-u.1-2s is ATIAOND.T 12 l

wr.m esmmm om-us-HMGEP/DC.

RE'J.

OC RE'/.

CC REV.

OC RE'/.

WEID 10.

ST2 QCUDA2

[N3. T CC CMENIS

/\\

l Z (4.\\

i i

/n %\\

l

/

\\ lip % P u N I

N Er J x ' f A I

k s ":87L'Og, I

I W ' ~#.

i I

XP de I

\\

'/!

l

\\/

I i

I i

i i

i l

l l

I i

i m__ '

~~

(

- 1 SROWN & ROOT, INC.

ISSUE CPSES NUNSER RE'lISION DATE PAGE JOB 35-1195 QI-QAP-ll.1-28 16 g t 5 igg] 37 of 56 ATIAQ@ENT 12 (continued) l l

i WEED INSPECTICN OEEK-LIST (WICL)

FILIZI WEED (s) AND SKDED WEID(s) SIZE SHAIL BE DCCINENiID ON WEID INSPECTICN CEEEK LIST IN M EMI.CWDG MANNER:

SM 1: QCI SHALL ASSIGN WEED IKNEERS IN ICMERICAL SEQUENCE 'IO AIL M FIEID WEIDS (B&R) CN HAtGER IESIGN DRAWDG AND/OR OC. 'IHE WEID 1ENBERS SHALL BE ENIERED CN WEID INSPJ. TION CIECK-LIST.

SEP 2: QCI SHALL MEASURE E ACIUAL WEID SIZE 'IO 'IHE EULL IEUIH CF ME WEED AIO REIERD EE ICWEST SIZE MEASURED ON WICL.

SEP3: QCI SHALL INITIAL AND DATE CN WICL ECR INSPECIED WEEDS.

SIEP 4: CCI SHAIL SIGN AND DATE CN HAtGER ESIGN DBAWING AND/OR OC.

4 s

4

.g, s

9:

is 12

=

2 I

v> =

. "hZ

~

CLAMP SPACER.

g Oci

._3 6) ct. AMP srACsLl%

BOLT 64ZE 4.~6fACElCAl'lE.

g f h Y-blT E ty.il( s/4"g fp gV4*f gy(j g t"f,.c f(g p g>

pj~--(I se:es. se '$c A.

,,a,

3, se av me one m to..,,

a,o.

f ~08 "M.I a.so ooo soo' sto-

~~

1 l

u.se osan nooso routo

~

o s

H f

"p m

'_2jM___

T 3:09 ogop eTr id enoie g

.__ T 2

___g "g

,-< ITr_

10 I

li.

as 5-~

iod - eso 'seo 4

iir43a osais esaTo an4To F

9]

hjn-lf l%* l'8 o60

.80 0 too aso-e.

~

nania osoTo sto io roow m

li Ifi IY+-

oso-saa.-.n so sa.a 7,,

Lq

(

m dje p 0609.84-18 e&#16 g

~

O j

060 16 0:

240 alt),

uj b

ew c,

M.To rleip

-. are yo, p-q s,s two M 3*

cs g g, gyg ff

  • Inda p,7 t

I T

. T

,R.

,mTFlilAL l'f% ITf 5/40- i@ 1~/ Y4o n4 Mo_

e , y l

i TF s

~

~

{?$

i g

is 7

o,,

M n.entx pia %)/ umo 14'd (.

my se.. uisinie)

R

. eino.m.ive o mii r /

o,

_di' LIP h8.U Mk6Th(b21s. m m i e en N

.sn r,r.w mii u

?.s 6. ( ; h. y T

gA_

gO\\>

p

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 DE C ! 5 V, :,,',

39 of ss QI-CAP-11.1-28 16 ATTAOtDT 14 CLAMP BOLTS AND STLIDS CLAMP APPROX. LENGTH AND BOLT SIZ E s2zt S//$

1~&

i'/g4 : '/d

  • I %"$ 2.4
2. F i $ 3 $

6*do " o *** '" *** 8 * ** '

I s ec-os,

    • 3 u

sw.

4'/s.

5%

s r u.Ds f

sw 4

ew s W.,

og

'ood e40 0se ogc 100-18o 18e.560

    • +

4.

S

'3 %

5'4

/

8 4 /t..

3 '/4 4

4 S4 5 '/2.

, io eso.

ete-e s t e4.see ise.ase ago.sse e,

4 4%

th is ese 4 '/2 r'/4

(

11 W t 2.

oss-osa eso. too e so-iso zoo.a so 3

5 '/t.

3%

si'/4 me vee Si/t

(

10 W

1**4 1

one ess osa-see eso.esa toe ssa f

FW

$34 tiV4 9

I f /E d

te st W p'k 03.-ora eso.tda 144 14e tsa Ida ge C

  • 7 18 %

13 e.e 6 f/4 r '/4 i 3/4 I 3'/4 SA 24**

e so.etc ame.sg i

  • /,

it" 17*

SR 3Q sta-12e two.84e i

ia 3 - got.T DI A V[$ THR4 l/'d$ (STLaOS P1MY SE Suas r!'naTED)

. ft. - s rue ni a s h"4 TH au s"+

  • N PS T P RESENT DECIGN
      • NPST DEstoN 769. Ct. M PS SHIPPtt PRIOR.

k Ei f

g

/

g )' /

? r*

e r

i 1

W i -. iMd l

t j

f.,, - pg3

/

( ge7p x

c ! 7 i

j j

til

... o y/

tr.it ill I

i N

l

- - - - - - - ~ -.

.w--.

_v,.----

,.._--+--w.

--.___.,_w_-,

v.,,

_-,---.,-,y-ww--w,-

y----r-

_.~---c.-

SROWN & ROOT INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 OI-CAP-ll.1-28 16 bE' ~"' 40 of 56 ATIPGC.'T 14A

~ al l ll ll l ___ l Y

N i

'g g EI '

i e

7;k h,k J.* ? :5 95 5 e

v W

=g3u.s-g,

.e i i

g UN H,W 7

p'

'e

'l_ a x

M C E 4 %

l

.1 y

l w

g g 3 Y

J C C e y C + c 6 y o c n.s m g

f l

P l

' I' 'l ' l l ll l 3

a b&

I E$

L

S: s*

i

,_I

= i - As i,.i1 wa i

k l

Ii

/.II PI 3

/

\\

.I 9

Ew' sT;i l-

)i i i es l

M m 16?is i.

ti n

i k

i j

l Of

--,._%...-,------,-4--g---.-1

.,-p<-

wr.--.

p._

---,,,-.4--.-,,.,-,m--_--w,,

--,---.-+---,,m+.,..-.--.

I BROWN & ROOT, INC.

ISSUE l

CPSES NUMBER RE'tISION DATE PAGE UEC 41 of 56 OI-QAP-11.1-28 16 ArrACKerr 14B l

y TiiiiiI

^

P3 i

l

%b W

-e e

x,

o y

a g.,

j%

. aug.

$[g l

Z ut g d

~

q g%4

-e. g b 'b 'f h >4'

  • , L

'c e

W}

1 T

L h

.=

J-g e:

N or s e

b h

8 O M 4.c+ c s.

s e 1 e e N

el l l I l I l l,

Ii1 l

T i

I

/. I I Pl 5

/

)

1:I h

5

~

5 l i

/

lll EL pg i ll ! !

it t-wM m.*

g,.g I

I C,'

ne j

f 1

W

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

.,.,,s_

,h y-

_.,..,,.._._.._...m._

,_.-.~,,n f

,m..,-.w._ - -. _

E

$5 E

m x

U Q*

Lead Etud Clamp gelts Spacer Bearfng Spacer /

..MB PSPo 34-39) On 37 SA307 CR 5 or pA406 OR 3 et Wash rs G S Strut Size Stae 9

unless Noted ASTN A307 GBA sA-51 GR p 3/8-16 x 2" 1/2" Sch 40 38 ID yjg. 211 Sima A 3/4-1 $6 E7J g

i Dia.

S/S Long

.561 0.D.

its-3's

,372 1/2-13 x 2 1/4

.059 Thick 4 - 10 3" Long 3/4-10 x 3" +

3/4" Sch 40 5/ t* t.ong j

Fig.211 Simo B & c 3/4-6 4

. Dig, I-8 x 4 1/2 1" Sch 40 pipe.7a1D 1.25 00 o

E 8-36 7 1/8" tana 1-8 x 5" y

2-6 999 1-8 x 4 1/2 1" Sch 40 pipe 1.030 I.D.

h pg, Fig. 211 Sise

'III 1 3/8" Losig 1.50 0.D.

p g

8-16 t-8 x 5 1&2

.309 Tliick

o 18-36 4 3/8" Long 1-8 x 5 1/2

[

~

%-10 1,249.

I 1/4-7m4 1/2 h'

Y_fg. 211 Size bN ach M 1 1/ P Scis u E

g 12-24 1 1/4-7mi.

3&4 1 11/16" lang

.29" Long g

,_)

j 10 3/16" 4 '

1 1/4-7x5 1/2 g

30-36 g

o 6

1,499 l_1/2-6m5 1/2 0

2 Fig. 211 Stue 5 g-13 1.497 gi/2-6x6" 2 /2" Sch 40 1 1/2" ach 40 c'7---

I1 long

.34" long n

20-24 12" long L 1/2-6u6 1/2

=

a-30-36 1 1/4x7x6"

-E MN

-4 m

mc 6-12 1.749 1 3/4-5m6 1/2 2" och 80 2" och 80 N

Fig. 211 Stae 6 84-18 l 747 1 3/4-5u7" 2 3/8" Imag

.41" I.ong h

N I

8 20-24 13 7/8" Long L 1/2-6m6 1/2 g

]

10-36 t1/2-6E7" Q

Fis. 211 Size 7 & 8 SPE1 IAI. DESICM CIX FS ONLY

[

dd h

d AdOQ g g --

SROWN & ROOT, INC.

ISSUE CPSES NUMBER RE'/ISION DATE PAGE JOB 35-1195 QI-CAP-ll.1-28 16 0EC 151982 43 of 56 ATIACEENT 14D 0%

i%.

% A %>

A r.ic p eane mez p,

fg g., _,

E4LW EDLT$ 6TeD 36FKEE/YASHEE 4.d.AMF F' INS

~,,,

/

Y\\P?

ax.

i' l-l'

$N y.

L mi Q,/*5 6 0/

MM 5

\\

. \\. --

EN

,, awarr l

=i c s.

f W

-q e

SROWN & ROOT, INC.

[SSUE CPSES NUMSER REVISION DATE PAGE JOB 35-1195 OI-CAP-ll.1-2S 16 gEC 151992 44 of 56 i

A'IT; metr 15 l

CC(z3% Adjustmeno part dodes &'

dimenason TO, TO.

LLH Length (Varies)

LRH TO, D PC i

f

, t,,

W rm M

frm w,

,', -0 :4

.;f:1M W_

{

f B

'Ihread Engagenent Sight Hole IEAR MACKET MAX-SW TM MIMMUM IMUM SMY SNT EE P

LUI l.RN C TO C t.0AD*

STRUT R

S OUT SZE SIZE M-R00,

PIM

.W.

TO.

PIPE SZE aanmovr mannerr NCMINAL mm e

NO.

GAw.

' OLAM.

W.

1. Scribe lira 1/2" f:Un

{2.Scribeline2"withpipe face of coupli:xJ.

\\

\\ fully ins e X.

E;D CAP 2"

N 1,- e...

=.,

imi..,w.s y

,6 k[,'

M

> L' i'

1/16" GAP

/jj$

PRICR 'IO CI:n "'gh

~4

' ' " ^ " '

28[

s

\\

3.

Backcut pipe 1/16" PIPE l

. More @.

4.

Measure 21/16" frun scrite mark I

en end cap to scribe mark en pipe i

in order to amh 1/16" erri gap.

j

_ FIG. 2 i

l e

9 SROWM & RCOT. INC.

ISSSE CPSES MUMBER RE'ils10H b

PAGE JOB 35 1195 g7_q3p_11,1-28 16

)ge 151931 45 of 56 p7r 16 s

=

e i

-,1 y

an

~~

\\

QN i

st/

M

~~

QN

\\

~~

M, i

anL Y

tC W Qom**

k{4Pg b'

'f) r 0,h%>y

'/

  1. h%

e~r k

M i

e9 y

+

i SROWN & ROOT, INC.

ISSUE CPSES NLHBER REVISION DATE PAG,c JOB 35-1195 I

QI-CAP-ll.1-28 16 g(( l 51992 46 of 56 l

ATrLWT 17 I

sooTr Trir crpLnn isizzi os 'c6 uto i12 84 to 24'i36 l

e. [M Ii8 IW s'a 2

2 2 V4 B V4 43e4 l

g chv4 iY2 P& 2%2%Isv& sta va l f/[s.y.xsmsm mu tlHinnniiinattilillint!!!alR I

<l l I l l l l l l1814111110 l

g g in w js e sss s-m m,

.g g

Ike si 4

ef 9"

/

n

. n

/ Av h

L<

l l>

-if _L_ '"Q e,

q h

i..

e g

wm var towum j

l [g*a 5m od o8 lo ' 12. 14 to 24 361 TWA

P2 e4 2V4 2.Y4 3 3 '/2. Sr A0'*"""'"

_c %

1%4 4k e % e'h4 22Ws;3 'N 494

'il mihiiiillilinliinillilliliG

.l "liitellililiitiro i

mummsy SIGIT HCLES 7

p

\\

....7,

~,

y

.l

~% M Jcwrl

=

l l

~~

SRO'WN & ROOT, INC.

ISSUE CPSES NUMSER REVISION DATE PAGE JOB 35-1195 DEC i 51982 47 of 56 QI-QAP-11.1-23 16 A'ITIGENT 18 IG FRICTIGI BEAREU PIATE ASSEELY

/,

, /,

w, A.:

N ' ;, 9, gu. (c)

'h

  • %j p.tA %

PIPE ATDGMENT i

,,, o

%d $.;

N \\ ///r A

\\

u MAGINED T

,A 1

=

_mw mam a rz

_a 7/ /

\\N%

n TYPICAL APPLICATICNS T IUBRITE PIKI ASSDELY SIC:Iat AA Ia m mL.

s nam ext mTru suaru E i

l "A

=

mg 5-

_m _

/

\\

FazFm SIUTIQ1 AA i

dSh Ommum "

BROWN & ROOT, INC.

ISSUE CPSES NLHSER REVISION DATE PAGE JOB 35-1195 OI-CAP-11.1-29 16

.EC 151982.

4a of 56 ATIAcceir 19 r

3 r

3 RB BE.

A

't

%v e> a.,

ne s

I I

V I

i j

i i

I t

s

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE I

DEC 151982 49 or.se OI-cap-11.1-28 16 ATrACWair 20 CONSTANT SUPPCRT

~' $?rs " ' " '

Tran) t or r

p n

I c,

  • ' ~

, m7

~

p N

L

~:;

"l g_____3@)

' F r,... i Indicator $iot Lt.44 Coupling Adjustment f

sii.

i.

N

.P J Roc Low N

m#.. e, A

l s

D

SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-ll.1-28 16 JEC 151982 so of 56 l

A'I'rACEEfr 21 l

l CCM AN CNE PCAK $7EAW ELIOTRIC S TAICN l

s. w w

INSPECTICN REPCRe p:

<rtu au:aier.ca ia. r.r.c.:.sa S s,3:t,, s:aa:.as s;%nc.,

s

.l g u..

el.i. e; sc. e aav. e cuw no g 6 as as u

m c a., c o r. no.

me..u;.

v

's C

' N 'TC*f0N

'ML MN 9

3E371 CN W

i asp. as u.rs C see,a= cowurra, au. wucanu irrus sansnerony Or=smema comuTun. unsansmetone irus us tm esw.

INSPECTION ATTRISUTE3 a; 3

,,,8 [g,,,

marg E

a -

8 mm reart f.s --* e ww 4 4e. -< %.--

I Ii l

i succor s.

l l l t

6 I I I i

1.

I toere.an are ar-m -m I i I i

l i i i 1

2.

I % -- %

Iii i

l l l l l

1 s.

I %- - % m. %,

I i l I Imed se--.<.nr i i t i

l I i i i

I 4.

I w 4

i.

III i

i i

f Ii i

l. w

-.n,.

III I

i l

l iI l

1 ~

1 1 :

)

i I ! I I

)

/ \\

l I t I

j i

/ /a N I i i I

/

'/p'fn N i i i

l 1

//Tb UMA N I I

i

/W

% iM LN t l

s

/

% ft A

'!/./n N o

I

/

t./94% W/1/l?

I r

- > < =. ims. r 2

+49 W l

s.u.. 4.

i e

i l AL.A T1.C aca M l ig C =3C2 r

prt g ggggg@ * /

g t

si 4

8 i

N fc inset: Ton

@E

l SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGt l

JOB 35-1195 i

0EC 151982 sl oc 56,

QI-QAP-ll.1-28 16 A'I'IACEENr 22 COtSIANT SPR1?G An.US'IME2C ILG S 7

i O *ra e

I i

x e

\\

q v 1(

4/

3 Y

~

i i

gSi f

t 6s gs.

a;

-H

  • t a.t ety d

I

$ ~.)

8

.t 37 2

m 5

l6 O

Q a

a o

o

=

tL

~~'

O.

,p L

3k e.

7 2

5s O

2 i

F

'O 9

ip3 8

4 i

r W

s3,...

N c

'c l!? !

l!-I 2

3 6 s M

2 9

N

+k,5 si t 1

'.a L

f 1

c S

F 3

L e

c 3

,(.

r-O R

=

g7

.t U.'

f e

.., u) p+<

u ep se t

e q

y u

7 M

y 3

g Su

=

6 e

e ce b

t 8

%., k I

k e

J4 E

E b

Sh l

l

t-SROWN & ROOT, INC.

ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 I

OI-CAP-ll.1-28 16 DEC 151982 52 or._ 4 l

ATr;mefr 23 e'f C

_ Card Serial #

h lamponent Seria! #

Ay Venoor Succ11ed Conconent Original

" -~

Modification Recorc k nger #

l Oh Tg6si W

.s Henger #

4 m 5. g an.a game.

g

.a g"as.i, *

.s.i %s.

'N f..G.fFA8 CODE &

l

^

4 1Ppu.3.99

' ess ad.

C _ W W ida sen cGAA a &#um, si F.. s.4.s 3Y.aa

  • r.sw.

L AE! IEEPE"!3 MI.'.W3 ::ElICm3 ST (U.

~

3. E marw., m IY AN T T

'.L'ap..n..M 7

' w r

..~.T. E 4 Y.

<sse...,n **

m s:

i r.

a, _---

- an m.,

,,,,,' r i u ocn e me - s u reins rer j

',f,"""'""'""*"""

oissest.on or coor MTs a

....,m._.,,,,

O REL.OCATED Q TO Oc 1

. U ma t ar /m g. gap 4 A.p f,glgpy eg ow r u.- -

.-m

._2. u.34

-n m

w sa-au-m.a >

w.

an. a.. e t.

.* n uu. 2 i s a ;

.4. -.

Af2lI ai 4

ads M E' s a er nr. w 4.44 6

1 i

l-F E

AE 488CIWL !!GaN Wu. !! AFTIKE IN T'It UNE IM'GIA*EI.V IELOW IVE '.At* JTU la Ut.3 SEL*DICL l

i fMSTAMAROM TD Bf W l

ECORDANm wrTH McCEDURES i

147tRENCID IN.,4lPM4.11.

i ee 1

_ _ + '. _ _ _

+e SROWN & ROOT, INC.

ISSUE CPSES NUNSER REVISION DATE PAG,t JCB 35-1195 l

a 16

,e t 1. 5.cc2 53 of 56 jOI-CAP-11.1-28 AIT;cM2.T 23 (Back)

.. -, ne.rsn i

.6

,.(._--

..u.

..s

....a.

t

=

..i l

. l F...

f... 1 I

i

=

l

)

i I

4 j

1 E

x a:

_J g,

101: tar *al in.

l tlEL: M 8EM W !adal No a== o..a.

a.

= = =. -

m==

m o=,

=.

m i

I I

l l

l I

t i

t i

i t

j i

i 6

i i

i e

I t

e 4

i t

I I

3 A

i e

i

?

./

N I

t 1

e i

i

./

/A, N I

i i

i i

l l

!h. ' UD.,

'/yX h N t

i i

e i

l e

s i

f

/'l W-

" l/Y/ A f

s 4

e I

t E7 %

'# 7 i.

-u an l

l t

/ '.

t s.v M %

l s

a e

i I

~. f? W.

i

/),

i i

I E

/

e s.

I

"-~~--' ~ ~ '

~ ~ ~ ~ ~ " ' ^ ~

~ ~ ~ ~ ' '

BROWN & ROOT. INC.

ISSUE CPSES NUMSER REVISION DATE PAGE l

JOB 35-1195 QI-gap-11.1-28 16 DEC 151982 54 of 56 ATTAC10ENT 24 a /I HANGER PACXAE TRANSMITTAL p

This hanger has been inspectac and f:und to ::e ac:actaaIa.

QC inssect:r Data Remarks /Unsa: C:::tf tiens 4

h i

l I

w m.

-,,y

,-.,y

,.-..c-r,4 y

.-,p.w-e,,..y-p.

w

+

w BROWN & ROOT, INC.

ISSUE l

CPSES NUMBER REVISION DATE PAGE JOB 35-U.95 l

OI-QAP-11.1-28 16 DEC 151992

,og, l

I V.;,,

/ 1 ce n acus n u erza etzcTnic STAT.CN p

mec:r.cu argent

= sg j

ITDs MxJt prca memcAn a %

v57DerIT hC7wAL

.X.5 4 7

i g W && E & AEv. & anaM g g aa&o&,AL GA 4 KT & fa,.A,i,g.T g

j 8

37Ya%

Me.

N/A tl N/A et CT-CAP-11.1-29 TW.

l

\\

W?

nm 5 N Vnan

&?Nhn een n

7 cn anSp. 4E3ui.73 O mete ion comuTun, u.L apucasos stans safwacten?

oc inswon saa Q inesse es e, unsansac?wr rtsaa usTun e irns et aw emw ha., em ache a

a ain..en a.4 maw.ca gayg 1.

I h of tubricant ins +A led

  • 1 11 1

2.

1 Alic runt of matim surdace is within t 1/32" l l l 1

3.

I Matiro n.zrface is euu tined to a 63-125 INS finish l l 1 1

4.

I Machinnd s.:rface is eve tiv cated with an ateruvud I li i

l licuid lutricant. (Inbrite AE-6 liquid lubricant for Ii l

l tubrite AE-6/AE-7 two cr Iubren AE-100 liculi ii I

l lubricant for tubten AE-40 type).

)

1 5.

l !b nere than 10 tartant cf the lubricant (AE-6, AE-7 l

l l er AE-40 as arrlicable) is missim frm substrate H l l

i material.

i l 1

6.

4 Aligrrnant rwverifisi af+x final tia*ttaning of clace i e l

l (as arm 11r-shle). (Raf Itam #2 attwe)

$l l l

1 i i i i

l I i t i

i i t i i

l i t i i

l i i i

i l i i

l i I I I

I I i I i

i I I I I

I i i t i

I* Inbrite AE-6 cr AE-7 or Iubren AE-40 l l t I

amaaans ones,smcs,c ca ar.4rc =ca w lg,,,gLg3g;

,sart i siosaru=

3 e

cc inspgar;q q

l e

____--?

a

/,

i

. g; SROWN & ROOT. INC.

Is!W '

CPSE3 m.NSER REVISION DArb '

PAGE JOB 35-1195 QI-CAP-11.1-28 16 DEC 151982 56 of 56 l

ATDOMENr 26 i

'IUPN OF 'mE NJT TIGHTENI!G ME'IHCD hhen "'Iurn-of-nut" method is used for bolt tightening, the impact wrench or other pnetsutic device does not recuire calibration. However, tM device shall be of adicuate caracity and sufficiently supplied with air to perfe=a the required tightening of each bolt when this method is used, the folicwing steps will be followed by g

c::nstnaction:

+

v

\\

1.

All bolts in each joint shall first be brought

%/,'%'.

e\\

7 ',

a " snug tight" condition (snug tight is defi.

6 7

the tisd a attained by a few impacu of an kgigh.

inpact wrench or the full effort of a man using an A

g.J ordinary spud wrench).

d N

).

<fp q

2.

All the nuts shall then be match-marked using an (1

accrcnied industrial marker, i.e.:

Nissen; which x

h5 certified contents.

\\

N.

3.

All the bolts in the joint shall then be tightened by the appl 4cahie acunt of nut rotation as speci-fied below.

BOLT IECIE (L)

'IUFN PAST SNUG TIGHT 0

L 6 4 Diameters 1200 1 30 0

4 DIAf L$ 8 Dimeters 180 1 30 0

0 L > 8 Diameters 240 1 45 4.

Tightening shall progress syst m atically frcm the ucst rigid part of the joint to its freest edges.

5.

'Ibere shall be no rotation during tighte.dng of the part not turned by the wrench.

6.

'15e end of all tolts shall be marked with an industrial marker when required nut rotation been attained.

5 W

-y--

,y

_.m.-

_g.

y

-9

,g.,,,

y

.~

,,_______,,_y

__

Retrieved from "https://kanterella.com/w/index.php?title=ML20195F430&oldid=4120296"