ML20195F443
| ML20195F443 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 02/02/1983 |
| From: | BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.) |
| To: | |
| Shared Package | |
| ML20195F283 | List:
|
| References | |
| FOIA-85-59 QI-QAP-11.1-28, NUDOCS 8606120135 | |
| Download: ML20195F443 (73) | |
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BRCWN & RCOT, !.'ic.
!SSCE CPSES NUMBER REVISION
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RAGE JCS 35-1;95 FEB0?1El1 f 62 QI-QAP-11.1-28 17 TITLE:
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FABRICATION, i
INSTALLATION REVIEWED SY:
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- Ai 87 CATE INSPECTIONS OF ASME COMPONENT
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- SUPPORTS, APPROVED BY:
6 CLASS 1, 2, & 3 site Q D anagers CATE
1.0 REFERENCES
1-A ASME Boiler & Pressure Vessel Code Section III,1974 Edition, with Addenda through Winter 1974 1-B CP-QAP-11.1,
" Fabrication and Installation Inspection of Components, Component Supports and Piping" 1-C CP-QAP-16.1, " Control of Nonconforming Items" 1-D QI-QAP-2.1-5, " Training and Certification of Mechanical Inspection Personnel" 1-E QI-QAP-11.1-26 "ASME Pipe Fabrication and Installation Inspections" 1-F QI-QAP-11.1-28A, " Installation Inspection of ASME Class 1, t
l 2 and 3 Snubbers" 1-G CP-QAP-18.2, "QA Review of ASME Section III Documentation" 1-H CP-QAP-8.5, " Reclassification of Code Materi:n" 2.0 GENERAL 2.1 PURPOSE AND SCOPE This instruction delineates the criteria and requirements to be used when performing fabrication and installation inspection of ASME component supports, Class 1, /2,)ndJ (Reference 1-A and 1-B).
If a conflict exists betweeCN this instruction and the support drawing, the dra' win'g i h'all(('6 /[.>
take precedence.
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4.3 INSPECTION REQUIREMENTS, WELDS AND BASE MATERIAL Prior to perfoming inspections, the QC Inspec r shall verify that the QC hold points specified on the p s st
BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-2H 17 TEE e? ic33 5 of 62 work sheets (WDC, RPS, etc.) are in accordance with the i
hold points identified in Attachment 6.
I Cleanliness inspection before fit-up shall be as follows:
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 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".
b.
Cleanliness After Tack Welding Cleanliness shall be as described above.
c.
Attachments Attachment weld inspection and repairs shall be in accordance with Reference 1-E.
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 6 f 62 QI-QAP-11.1-28 17 FEE CPS 29 d.
Weep Holes
" Weep holes" for the exhaust of welding gases, if required need not be located on the design detail drawing provided there is only one hole drilled and the hole diameter is 1/4 inch or smaller.
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 the following:
a.
Structural Shapes / Tubes 1.
1/32 inch for material less than 3/8" thick 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" ewl#0!?klATl0N Base material defects shall be documented in accordanc Reference 1-C.
General fabrication and installation requirements are e$
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in Attachment 4.
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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QA P-11.1-28 17 7 of 62 pn g 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 7,
8, 9,
and 10 as applicable.
NOTE:
The use of shims, greater than 2" in thickness, shall require Engineering approval.
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b.
Where structural tubing is welded as shown in Attach-i ment 11 and the weld size is not specified, the minimum I
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 weld joint.
Oversize fillet welds shall be acceptable providing they do not exceed twice the leg size specified on the drawing.
Excessive distortion where oversize fillet welds are used should be avoided.
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 sl ag, 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; a.
Structural tube - 1/32 inch, provided it does not go below 10% of wall thickness, b.
Structural shapes - 1/32 inch for all sizes.
ORMATl0N c.
Plate - 1/32 inch provided it does not go below 7%
thickness.
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 17 pre p. ym 8 of 62 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 may be flush with 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.
Up to 1, incl.
3/32 Over 1 to 2, incl.
1/8 Over 2 to 3, incl.
5/32 Over 3 to 4, incl.
7/32 Over 4 to 5, incl.
1/4 Over 5 5/16 4.4.3 Weld Repairs Weld repairs shall meet the acceptance criteria 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 12.
l 5.0 00ClEENTATION OF WELDING 5.1 ASME COMPONENT SUPPORTS Results of visual examinatio% 3 iall be documented on a Hanger. Inspection Report
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or Traveler if used.
Results of NDE examira t~ p
,iall be documented on applicable NDE Report.
Welu 5,izes will 'be recorded on the Weld. Inspection Checklist ( Attachment 13).
l 5.2 Weld repairs will be conducted in compliance with pp process documents (i.e., RPS, 0.T.).
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BROWN & ROOT, 1NC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195
]I-QAP-11.1-28 17 yp p;. pgy 9 of 62 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 angles shall not be closer than 1 times the bolt diameter from the edge of the angle 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 normal to the bolt axis. Where the surface of a high strength bolted part has a slope of more than 1:20, a beveled washer shall be used to compensate for the lack of paralleli sm.
For friction type bolted conection utilized on removable supports with SA-193 Grade B7 bol ts, 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-il's NOTES:
1.
Use hardened washer under bolt head and nut except where bolt head or nut is welded to the boltup assembly.
2.
Snug tight is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench.
3.
If screwed adjustment fit is questionable, the inspector shall notify the Quality Engineering Department.
4.
When seismic arrestors are not available for imediat installation, the fastener materials do not n have to be tightened securely, When "tu rn of the nut". method is used for b h y=.
5.
1 hm* f tightening, tightening shall be done in accord a
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with Attachment 14.
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!SSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 17 ppg cn1 m 10 of 62 6.2 STAINLESS SHIMS Carbon steel supports in contact with stainless steel pipe require stainless shims between the support and pipe when the operating temperature of the line exceeds 660*F.
6.3 SWAY STRUTS x
6.3.1 Sway Strut ( As Required)
The sway strut unit is composed of the pipe clamp assembly, the rear bracket assemhly, 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 15A, ISB,15C and 150 for NPSI designed hangers and Attachment 15E for ITT Grinnell designed hangers.
a.
Pipe Clamp Assembly (Attachment 15F, Figure 1) bearing l
washers / spacers shall be installed between the clamp halves with a high-strength pin.
Under no circumstances should the clamp bolts be interchanged with the high-strength pin.
b.
Rear Bracket Assembly (Attachment 15F, Figure 2) washers l
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 16, Figure 1) spherical l
bearings should be staked tightly in the adjustable ends.
The sway strut should have the correct adjustmen as per the design drawing and the jam nuts should Ibef()kgi ![hjy y
tight.
If engagement sight holes are present on,,the veri,ied/ f *h w0 N y strut body, thread eng.agement should be i
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BROWN & ROOT, INC.
1SSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 17 E E 00 3:.33 11 f 62 d.
Sway Strut Unit - maximum sway strut -misalignment shall not exceed' 6*
for NPSI and 5*
for ITT Grinnell from the center line of the sway strut (12* and 10' included angle, respectively).
NOTE 1:
The degrees allowed for misalignment (see l 7) are given by the spherical I
bearings and their relationship to the flat washers.
Normally the thicker flat washers are installed on the clamp end and the thinner washers on the rear bracket end.
NOTE 2:
The clamp halves shall be tightened against the spacer provided with the clamp so that the proper clamp gap is maintained. Excessive gap at the upper end of the clamp can allow enough space for the spherical bearing to be dislodged from the eye rod end.
e.
Sway struts may be mounted 180* (end to end) from configuration shown on the design drawing.
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 holes are not present, Construction shall disconnect one end of the strut and attempt to back-out the threaded members on each end of the strut body.
If the threaded member will not back-out due to proper thread upset, QC shall accept the sway strut and both ends with a 6-point star.
If the threaded m
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backs-out of the strut body, Construction sha 1 lAj site holes in accordance with appropriate const procedures, p
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BROWN & ROOT, TNC.
ISSUE CPSES NUMBER REVISION DATE PAGE QI-QAP-11.1-28 17 12 of 62 g
g 6.3.3 Site Holes Site holes added by Construction shall be located according l
to dimensions given on Attachment 18.
Socket-type couplings shall have a 1/4" diameter hole drilled through the coupling nut and the pipe wall on both l
ends, one side only as shown on Attachment 18.
Solid-type couplings shall have a 1/4" diameter hole drilled through the pipe wall on both ends, one side only as shown on Attachment 18.
l NOTE:
The Z (min) dimension (Attachment 18) shown for solid type coupling as a minimum.
If layout in-dicates that the site hole will be drilled through the weld, the site hole should be adjusted to just clear the weld.
6.3.4 Spherical Bearing Restaking Spherical bearings that are loose in the eye rod or have become disloged, require restaking prior to installation.
Inspection of spherical bearing restaking operation shall i
be perfonned in accordance with Attachment 19.
I 6.4 SWAY STRUT (MODIFICATION)
Sway strut modification shall be in accordance with existing site procedures.
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 added to the extension pipe shall not exceed 36 centerlhfQgIlvly b.
NPS sway struts sizes SRS.06 through h
misalignment of socket weld couplings added t) extension piece shall not exceed 1/2.
Socket o r, end coupling centerline misalignment shall be kep oa f ) 'g 7 minimum.
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-2H 17 p[g ap 19p7 13 of 62 c.
All socket welded couplings require a minimum of 1/16" pull back of the exta sion piece for proper fit-up.
(ANSI minimum engageme t requirements for pipe socket weld couplings are not apslicable to sway strut 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 shall be maintained as close as practical to assure a good pin fit.
e.
Alignment measurements for couplings added to the 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" misalignment from the pipe centerline.
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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 e in accordance with Paragraph 4.4.1.
Weld size shall 'bg accordance with the following table:
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I 8ROWN & ROOT, TNC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 17 RB 0" leg 3 14 f 62 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"
- Need not be larger than the thickness of the collar.
Strut size code may be determined by measuring the eye rod diameter and multiplying that dimension by 8, for example:
3/4" diameter x8 = SRS.06, 2" diameter x 8 = SRS.20.
6.5 TEMPORARY SPACERS Temporary flat 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 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 IR and in the operations section of the MWDC as per the following example:
EXAMPLE: (Limiter) not installed.
l NOTE:
Seismic limiters are installed per Referen e 1-F.
6.6 SPRING CANS Spring cans shall be inspected to verify that the spring can turnbuckle is fully engaged with the support rod, all slack is removed from the support rod, the jam nut is tight, and the spring can stops are installed.
kY[Q 6.6.1 Spring Can Stop Removal In those cases where the spring can stops have been rt 7
T by TUGC0 in order to facilitate system testing, QC Inspector shall annotate the MWDC to reflect the spri fj t
stops were removed by TUGCO.
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE 15 f 62 QI-QAP-11.1-28 17 FEB 0: 5.9 will be provided with documented evidence of TUGC0'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 Installed" Operation on MWDC.
6.7 PIPE SUPPORTS CONTAINING LOW FRICTION BEARING PLATES 6.7.1 General The low friction bearing plate assembly includes a machined mating surface, bearing plate, a keeper (generally a small slice of tubing), a pipe attachment (generally a channel, tee or wide flange assembly) and usually a pipe clamp.
The actual bearing plate can be one of four types:
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a.
Lubrite AE The AE-6 lubricant is premolded into cylinders and pressed into drilled holes in the substrate material.
The AE-7 lubricant is a powder mix b.
Lubrite AE-7 which is hydraulically extruded into circular channels in the substrate material.
NOTE:
Lubrite plates can be identified by "LUBRITE" trademark stamped on the back of the plate.
For both AE-6 and AE-7 bearing plates, lubricant supplied in can marked AE-6 shall be applied to lubricate the machined mating su rface, 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.
d.
Lubron AE-30:
Similar in appearance to Lubrite AE-7.
Where Lubron AE-30 is used, AE-100 Lubricant shall be applied to lubricate the machined mating sUr faw.
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!SSUE CPSES,
NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 17 Qg pp ter 16 of 62 4
l NOTE:
Regardless of the product specified on the design drawing, all four bearing plate types l
are interchangeable provided the correct lubricant is applied to machined mating i
surface.
However, only Lubron AE-40 shall be j
used on supports inside the Reactor Building.
The pipe attachment has an unpainted smooth surface where it i
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.
When welding, care should be exercised because of possible i
damage to the lubrite plate and the mating surface.
See Attachment 20 for typical support with lubrite plates l
and Attachment 21 for typical AE-6 and AE-7 Lubrite plates.
l I 6.7.2 Inspection Criteria l
The following inspection attributes shall be verified and documented on " Low Friction Bearing Plate Installation l
Report", reference Attachment 22.
1 i
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 i
placed in the ' keeper (s) with the graphite surface (s) l towards the machined surface' as illustrated in 0.
b.
Verify that the face of the pipe attachment has-been i
machined to a 63-125 RMS finish (using a finish comparator or other approved method).
c.
Verify that the machined surface is coated with an approved liquid lubricant.
Surfaces shall be recoated if necessary.
d.
Verify that the AE-6, AE-7, AE-30 or. AE-40 lut ria%r tpl a1.e @'g' is installed in substrate material.
More than percent of the lubricant. missing from substrate is unacceptable.
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l BROWN & ROOT, INC.
ISSUE i
CPSES NUMBER REVISION DATE PAGE JOB 35-1195 17 of 62 QI-QAP-11.1-28 17 gj, g NOTE:
Lubricant inserts and lubricant coating verification shall be made prior to the 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 bearing plates should not be in place when welding the keeper.
f.
Verify that when the steel is erected and the support 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 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 ground area does not penetrate into the lubricant.
6.8 CRITERIA FOR SHIMMING AND GR00 TING 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 thk the plate must be grouted with knINFORMA criteria cannot be met, Shim material may consist of epoxy grout Ceilcote 658-N.
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steel shim plates or. washers of a size necessary to all proper Hilti Bolt torquing without base plate deformatio h
The grout filled hole shall be 1/4" diameter and shall u
be drilled within 1 inch of a concrete anchor. The hole i
be located outside the bolt hole pattern.
PPRV Floor mounted component supports that are not flush mounm require shimming and grouting.
Shim material may consist of i
steel shim plates or washers of a size necessary to allow proper Hilti Bolt torquing without base plate deformation.
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 18 of 62 QI-QAP-11.1-28 17 g g,,, g 6.9 CONSTANT SUPPORTS 6.9.1 General For identification of constant support parts / hardware l
discussed in this section see Attachment 23.
6.9.2
, Inspection Criteria The following inspection attributes shall be verified and docur.ented on Constant Support Inspection Report (Attachment l
- 24) when inspecting cor.stant supports:
a.
Location and orientation is as shown on the design drawing.
b.
Constant support hardware identified on the support sketch bill of materials is correctly installed, c.
Check the constant part code and the factory load setting on the nameplate and verify it is the same as on the sketch bill of materials.
d.
Travel stops which preset the constant travel to its design " cold setting" operating position are installed, when visible.
NOTE:
Unless authorized in writing by Engineering constant support shall not be utilized to raise the ele ~vation 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 25).
6.10 INSTALLATION OF SPECIAL PIPE FASTENERS Special pipe fasteners, such as, western clamps, etc., which do not involve any welding during installation the installation shall be accomplished in accordance w9t'h e
latest approved Engineering drawing.
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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 17 19 of 62
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QCI shall generate Hanger Inspection Report (HIR),,
indicating satisfactory installation of the item. Material traceability / identification, such as, items' model number; part number; heat or lot number, as applicable shall be documented on the HIR.
When specific torque values are identified on the drawing, QCI shall witness that tne final torque values are in accordance with the drawing.
The torque
- value, the M&TE number and date of the calibration shall be recorded in the comment section of the HIR.
Any condition adverse to quality installation shall be documented in accordance with Reference 1-C.
7.0 DOCUMENTATION The results of component support inspections shall be documented on the " Quality Control Hanger Inspection Report" (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.
7.1 INSPECTION DOCUMENTATION FOR MODIFIED SWAY STRUTS All hold points assigned in the Vendor Supply Modification Card Record (VSMCR) (see Attachment 26) shall be satisfied, I
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
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When the support is ready for final inspection, Constructi n /
l kh/'[l[Qfy shall notify Quality Control Inspector and present to he As inspector the hanger package for inspection. Discrepanci identified during inspections that do not require n
Engineering evaluation or rework documentation will Mj identified to the craft prior to QCI acceptance.
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The inspector will perform a detailed visual inspectio er the provisions of this Instruction, complete the Hang Inspection Report and the Nltiple Weld Data Ca rd, as applicable.
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BROWN & ROOT, TNC.
ISSUE CPSES NUMBER REVISION DATE PAGE
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QI-QAP-11.1-28 17 FEB 0o190 20 of 62 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 shimed 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.
Nonconfonning conditions related to item noncompliance with procedure or drawings shall be documented on an NCR
~.
in accordance with Reference 1-C.
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.
areme FORM AT ON COPY a
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ISSUE C?SES NUMBER REVISION DATE PAGE
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JOB 35-1195 l
OI-OAP-11.1-28 17 io
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ISSUE CPSES NUMSER REVISION DATE PAGE JOB 35-1195 l
QI-QAP-11.1-28 17 TE F ^ T 22 of 62 i
l' ATTAOBENT 2 1
QUAI.I"Y CI2frRL amCm DsPEcrICN REPTT QI-@P-ll.1-28 Rev.
QI-@P-10.2-1 Rev.
QI-@P-10.2-2 Rev.
QI-@ P-ll.1-26 Ruv.
IDENTIFIM Banger te. (1)
Class (2) armains te. mer. (3)
I.
ISERDL MZ2PDEZI.IIT PER 350fDC AIC M75D CN M.I.I,.
(4)
Inspector R
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Date b.
AII!rTI354. IEE c.
IWtr '5lENr Inspectw R
Data (7)
Paxmas QI-@P asy.
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Invel Data Paxmas QI-@P Rev.
Inspector Inval Data C30EN:5 r (8) l 0
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ISSUE CPSES NUMSER REVISION DATE PAGE j
JOB 35-119 l
l QI-QAP-ll.1-28 17 FEB 001933 23 or 62 ATTACM27r 2A i
The drawirx; zumber of the hanger.
2.
1he class of the hanger (1, 2, 3).
3.
1he zwision of the drawing used to perfe the Lwtion.
4.
The grade / type of the material.
5.
Tng--h's =f=="ws/ initial and data of location ocerectness per w - ttre.
6.
Wh's signature / initial and date of v4=ue1 7.
Enter additional 1m (i.e. IP, MT,172, Rr) em, enter QI-CAP and revisiat.
8.
Any ocements that nery be pertinent to acceptance.
9.
She NCR(s) written on hanger, if any.
- NCHE: Mien fann item raanbars are not T14r-=h1=, entar N/A.
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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 i
QI-QAP-ll.1-28 17 FF n e* a v. )1-24 o'<
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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 17 p{g g. @]
25 of 62 2
ATTACHMENT 4 GENERAL FABRICATION AND INSTALLATION REQUIREMENTS TOLERANCES Fabrication and installation shall be performed in accordance with the drawing detail and the following permissible tolerances:
Fabrication Tolerances 1.
Length a.
Support members (except rods) up to 12" 11/8" b.
Support members (except rods) over 12" 11/4" 2.
Holes a.
Diameter
+1/16" -0
' ^ ~ '
b.
Centerline location 1/4" or as shown on tne design drawing Installation Tolerances 1.
Dead weight supports a.
Location axially 12 degrees P
b.
Plumbness 22 degre
.e
/f 2.
Seismic Restraints a.
Restraints, anchors, guides, etc.
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1)
Location; pipe diameter 25" and larger and 2" and smaller ASME Class 1, 2" 2 2 x pipe wall thickness, from theoretical position.
2) location; pipe diameter 2" and smaller. ASME Class 2 and 3.
a)
Support location tolerance is i6" on the span indicated on the location isometric drawing.
This tolerance is not to be projected through or around fitting or components.
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 17 26 or 62 FEB 0e c3 ATTAOND7T 4 (C3ntinued) 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 2h" 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 reactio'n 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.
3.
Pipe Clearances a.
Where the design shows 1/16" on both sides, the total dimensional tolerance shall be 1/8" 1/16" (e.g.,
0" on one side with 1/8" 2 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, 0" must be maintained while 1/16" t 1/32" is required on the other side, c.
For low energy lines, if the clearances defined above cannot be maintained due to ambient thermal expansion, a total clearance of 1/8" i 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 nd 275 PSI, respectively.)
4.
Axial Restraints g br Where the design shows 1/16" clearance between shear restraining member, the total clearance for both si s
(
f restraint shall not be more than 3/16".
/
BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 17 FEB 02 E3 27 or 62 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 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 for which they are designated, the Code plate (s) shall remain attached to the item if one or more welds remain. When all vendor welds are removed, the code plate (s) shall be removed, provided the original support number is transferred to the vendor part.
Authorization ~ to remove name plates which are shown on the drawing shall be provided by Engineering o the appropriate design change.
Construction shall transm t Code plate (s) to QC by a 3-part memo. QC will subse e I
transmit the Code plate (s) to the Owner.
l7s N
A For B&R fabricated supports / parts that are to be v
which contain welds and these welds are to be s T
I Welding Engineering is responsible for pro iding N
' [* ' 3 documentation (WDC, WFML, etc.) necessary for to acce y>
these welds.
This documentation shall become new support data package.
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j SROWN & ROOT, INC.
I ISSUE CPSES NUMBER REVISION!
04TE PaGE i
i OB 3 b1195 QI-QAP*11.1-28 17 28 of 62 gn q ATTACHMENT 5 (Con't) 2.2 LOCATION OF SALVAGED SUPPORTS When vendor supplied supports, either Code stamped or not, are designated for
- salvage, these supports shall be i
reinspected by receiving QC in accordance with Paragraph 2.3.
I B&R fabricated supports that are to be salvaged need not be returned to the warehouse provided the steps in Paragraph 2.1 and 2.4 are met, as applicable.
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 number from which it was salvaged if the part being salvaged is a Code stamped part, c.
All material, parts, or assemblies are identified by a unique mark or assembly number traceable to the original support identification for vendor supplied Code stamped parts.
d.
B&R fabricated component support parts or materials and B&R bulk (including Class 5) exhibit a heat number which is traceable to an available material certification.
e.
All vendor supplied support parts, materials, or assemblies are traceable to an available material certification.
Upon completion of the above verification, the Rec i Inspector will sign and date the MR.
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE J08 35-1195 QI-QAP-11.1-28 17 p{g g77gg?
29 of 62 ATTACFNENT-5 (Con't) 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 perform 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.
Upon verification, the QC Inspector shall assure that the above applicable information is recorded on the appropriate fom.
QC acceptance shall be documented by signature and date on the MIL.
2.5 MATERIAL RE-CLASSIFICATION When a salvaged support or part is to be used on a higher Code class than it was originally supplied for, it shall be evaluated in accordance with Reference 1-H.
NOTES:
1)
No evaluation is needed when a salvaged support or part is to be used on a lower Code class than it was originally supplied for.
2)
No evaluation is needed for NPT sta pe component standard supports, if they wi}1 b610-Code Class as orig hallp//'[]g/
used on the same
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manu factured.
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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 j
3 e 62 QI-QAP-ll.1-28 17 E E c. <, m i
ATI'A00E71' 6 1
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1 IJtSPECTION REQUIREMENTS FOR COMP 0ftDIT SUPPORT 3 I
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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-ll.1-28 17 31 of 62 ATIAccENT 6 (Condnued)
NOIES 1.
Purge is not required if wall thickness of pressure piping exceeds 1/4" thickness. When purge is required, a hold point for purge dam reoval is also required.
2.
When the results of W A. Af are not meaningful, ultrasonic ex mination shall be performed. In addition, the adjacent base m terial for at least 1/2 inch on each side of the joint shall be examined by either Mr or PT.
3.
Man the requirunents of note 2 can not be met, the welds including the adjacent base material for at least 1/2 inch on each side of the weld shall be examined by either MP or Pr.
4.
Full p-L tion welds in P1 material over 1-1/2" requires Post Wald Heat Treatment.
5.
Fillet and partial y L tion welds in P1 material over 1-1/2" with a throat thickness or groove dimension over 3/4" require Post Wald Heat Treatment.
6.
Inspection Requir m ents for Repairs to Cw @ snt S w i.s A.
Repairs that require wlding will be reine t i with the original NEE method that detected the defect. 1he cavity does not require inspection.
B.
Elimination of surface defects by grinding, that do not require
=1Aing, will be exasnined by Mr or Pr after blanding.
C.
Base metal repairs will be examined in accordance with the material specification for the material affected.
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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 l
l OI-CAP-11.1-28 17 FEB 02I?53 32 or 62 I
ATTAGIC 7T 7 i
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ISSUE I
CPSES NUMBER RE'lISION DATE PAG,t JOB 35-1195 FEB ce 1983 33 or 62 QI-QAP-11.1-28 17 ATTAODENT 8 SNIN SIZE Total Length of Shim Memoer Size
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essomumw, mmmmm,wssv mmmssmsw-mmsj th Shis Langth of Shia No. 2 5 + 1/8, Lengtn or sata no. A Minfam I
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1.
The minimum shim width is equal to the minimum weld length, r f r'ed by Attachment 7, plus one inch.
2.
For large bore pipe, the minimum shim width is 25".
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3.
For 2" and small diameter pipe, the shim width need not be i
larger than the pipe supported.
l
3ROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE I
JOB 35-1195 I
QI-QAP-ll.1-28 17 FEB C2 99,:
34 of 62 ATIAODDT 9 I
SHIM SIZE AND WELD FOR STRUCTURAL SHAPES (WIDE FLANGES, CHANNELS & ANGLES) i 5+L.'8 ").C.
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FIANGE:
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- F SEE T EGAL CR GRE:AER MIC3 NESS MAN FIANGE' (T) EEN: S=T MDUS 1/16.
- F SEIM EC3 NESS IESS MAN FIAICE: MIC3NE55 EEN: S*MIC3 NESS T SEIM MDES 1/16. (EXCZET PtR I/8" SEIM. S=l/8 &.1/16" SEIM S=l/l()
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The minimum shf9 width is equal to the mininum weld length, required by Attactynent 7, plus one inch,
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s 2.
For targe bcre pipe, the minimum shim width is 2's".
f 3.
For 2" and small diameter pipe, the shim width need not be larger than the pipe supported.
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SROWN & ROOT, INC.
ISSUE I
CPSES NUMBER REVISION DATE PAGE QI-GAP-11.1-28 17 FEE Oi ES3 as of 62 A'1TAOr.nT 10 WEID SIE & I22CES KR COECED Sii!MS tmE: iGIEN C3lBINDG DEIMS, M EC2GR T M 'DO SEIMS em HE ATDGED 'IO M 'ICEE SmiI. UNEZSS 03lE1EISE APPICVID BY DGINEERDG GRETR THAN 2". REQUIRES 'ENEINEERDE APPRC0AL l
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FIIIE SIZE IS EQUAI. TO E EC3 NESS CD SHIM 10. 2 MAXDG SIZE REQUIRED IS 5/16. I22GM CF FIIZZT,IS EQUTI To (5)
TDES S SEZD SIZE. FGt S RIL BORE, M NiiZa TO E SEIM WID E.
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- 5$gg CPSES it;MBER REVISION DATE PAGE l
JOB 25-1195 FE 09...,. 36 or 62 b
OI-CAP-ll.1-28 17 j
ATIAODE C 11 STRUCTURAL TUBING WELD JOINT DESIGNS I
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(SEE 800TE OG\\v s
NOTE: Weld si:e for structural tubing shall-be of the same
~
outer dimension in accordance with the dimensions pro-vided on the drawing. Where. dimensions are not provided, the groove shall be filled until the wel'd is flush with the outer surface.
1 1
w Is COMBINATION FLARE BEVEL AND FILLET WELD Ii k
Combination flare bevel and fillet weld P
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where two unequal siz 4tructural tubes are welded with a fi et we designation.
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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 q g '..
t QI-CAP-ll.1-28 17 37 of 62 l
ATTAO N D7 12 i
Per skeumd angles W1ere 9 > 135, the ing-w need rce be 0
cx:rrw wr4 anxmt weld size unless Min 47 is M lad for, in W:ich case the weld will be a tv-al fillet weld with size
'nad by the thickness of the metersal and the sicpe.
If a weld size is provided cm the c14~h1= drawing, the W
5 weld.aian will govern (see sketch # 1 below).
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9$ > 0ik600 the ing-w shen vueity that the s-d4--4-- stan in sketch 4 2 & 3 below agree with the weld size shown Cn the ri 4,--ht. am.,4 n,, at a =4 n4== -
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ISSUE CPSES NUMSER REVISION DATE PAGE l
.3 6 ' '
38 of 62 OI-OAP-ll.1-28 17 A'ITA00'ENT 12 (Continued) l For skewd angles where; 60 > 0 > 45, the weld shall be considered a groove weld in lieu of a fillet weld. The "d" dimension shall be measured and shall, at a muunu. meet the recurremnts of the table shan below in sketch s4.
Groove welds
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WELD 5 17_ ? ('B*)
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'Ihe measured "d" dimension must be at least O.
2"
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l 3ROWN & ROOT, INC.
ISsug l
CPSES NUMBER REVISION DATE PAGE I
JOB 35-1195 Ebbf.9I;M 39 of 62 OI-OAP-ll.1-28 17 ATTACHMENT 12 (Continued) for skewed angles where, 3004 0 < 450, the weld shall be considered 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.
i v
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weL.D SIZE R tauiRED W om. (MLN) w 3/8 5/t (,,:=
7/w 3/ 8 I/ 7 5/6 9/gc, '
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'11/33 C/fv 3/4
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- NOTE: If a fillet weld symbol was used, the fillet size is "w".
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SROWN & ROOT, INC.
ISSUE I
CPSES NUMBER REVISION DATE PAGE l
JOB 35-1195 OI-OAP-ll.1-28 17 FEB 0275.'
40 or 62 l
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4 BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 R B 0a'CR' 41 of 62 OI-07e-ll.1-28 17 Arr;merr 13 (Continued)
WEID DEPfrIIGI GBCK-LIST (WICL)
FIIIJiff IGiZD(s) Atc SIGN!D 1e!ZD(s) SM SEALL BE DOCINEN5D W WEID INSP!!CTICN GECK LIST IN M RIZmDG MAlWER:
SEP 1: QCI SEAIL ASSIM IEizD IDEERS IN MMERIGL SEQUENCE TO ALL EE FIEID WEIDS (B&IU W HAIGER IESIGN IRANDG AND/OR OC. M WEID IU EERS SEAIL BE ENERED W WEID INSPyr mW GEXX-LIST.
SEP 2: QCI SEAIL MERSURE E ACTUAL WEID SIZE TO M EULL IDUM T E WEID Att REKIIRD E IONEST SIZE lEASURED W WICL.
SEP 3: QCI SEAIL INITIAL A!O DATE W WICL ECR DEPICHD WEIDS.
SI2P 4: QCI SHALL SIGN AIO DA2E W HAtGER IESIN IEANDG Atc/OR OC.
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SROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-ll.1-28 17 pg I n. - - 42 of 62 ATTAarCT 24 TURN CF THE NUT TIGITENDE MEmlOD hhen " Turn-of-nut" method is used fcr bolt tightening, the impact wrench or other 1meumatic device does not require miihration. However, the device shall be of adequate mpeity and sufficiently supplied with air to perform the required tightening of wh bolt when this method is used, the following steps v21 be followed by construction:
1.
All bolts in each joint shall first be brought to a " snug tight" mndition (snug tight is defined as the tightness attained by a few nmoacts of an impact wrench or the full effort of a man using an ordinary spud wrench).
2.
All the nuts shall then be match-marked using an approved industrial marker, i.e.:
Nissen; which has certified contents.
3.
All the bolts in the joint shall then be tightened by the applimble arrount of nut rotation as speci-fied below.
BOLT LDC1H (L)
TURN PhT SNtB TIGIT L:6 4 Diameters 1200 0
1 30 4 DIA4 L $ 8 Diameters 180 1 30 L > 8 Diameters 240 1 45c 4.
Tightening shall progress syste-imlly fran the most rigid part of the joint to i_s freest edges.
5.
There shall be no rotation durine tightening of the part not turned by the wrencn.
I 6.
'Ibe end of all Mlts shall be==-tad with
- *t industrial marker when required : sit rotati been attained.
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BROWN & ROOT, INC.
ISSUE l
CPSES NUMBER REVISION DATE PAGE JOB 35-1195 I
FEE e? ",3 44 or 62 OI-OAP-ll.1-28 17 A'ITACBET ISB CLAMP BOLTS AND STLLOS ca.AM P APPROX..LENGT'H AND BOLT SIZ E s2zz S/[$
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i Eseg stue cleep sons 8 Spacer Bearing 5 pacer /
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38*'h*'8 Strut Stae Sise unless Noted 68116 A307 GEA SA-51 OR 5 r
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3/8-16 = 2" 1/2" Sch 40 38 ID y
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5/4" long
.561 0.D.
C 0c' F88 211 sin. A 14-3g 372 1/2-13 x 2 1/4 05s Thick
=
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4 - 10 3" lang 3/4-10 x 3" -
3/4" Sch 40 5/ I" Long 2
j 51g.211 8(se 8 6 C 3/4-6
- fDig, 3-8 x 4 1/2 1" Sch 40 pipe.781D1.25 De f*
8-36 7 1/8" tana 4-8 4 5" 1-8 x 4 1/2 1" Sch 40 pipe 4.030 I.D.
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.t119 pg, 1 3/4" Long 1.50 0.D.
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Fig. 211 Sise 8 16 t-8 x 5
.10s Thick t
1&2 18-36 8 3/8" Laos 1-8 x 5 1/2 2
4-10 1.249 g 1 1/4-7s4 1/2 4
h 1 1/4" och 40 1 1/4" Sch 40 7
'JJ 4I L 1/4-7m5" 11/16" is
.29" lang O
H Fig. 211 Sise 12-24 2
I&4 10 3/16" N '
L 1/4-7x5 1/2 h
r 30-36 m
- j 3
p t 1/2-6a5 1/2 3
m i
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I Fig. 211 Sase 5 8-14 1.497 1 1/2-6x6" vi 2 long
.34" long
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f 20-24 1 1/2-6m6 1/2
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l 6-12 1,Np t 3/4-5u6 1/2 2" och 80 2" och 80 j
W Fig. 211 Sise 6 (4-18 1.747 1 3/4-Su?"
2 3/4" Long
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Ioad Stud and Clamp bolt lengths are approximate, the nut shall have full threa<1
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engagement.
'Iblerance on spacer lengths are + 1/16".
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+ 'Iblerance on Washers thicknesses are + 1/32", I.D..'s and O.D. 's are nominal
),,
2i dimensions, the only consideration is that they fit on the load stud with
~
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l-contact against the ball bearing.
4 :
BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 pgg n,, 73;.
QI-QAP-ll.1-28 17 48 of 62 ATTAODE E 15F e
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SROWN & ROOT, INC.
ISSUE CPSES NUMSER REVISION DATE PAGE JOB 35-1195 g, y y'"
OI-OAP-ll.1-28 17 49 of 62 ATTACHMENT 16 nc. 1 j
EC(asw Agumensio M codes &'
emensen To, TO.
1.LH Lange(vanes >
LRH To, i
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98LY tweeduas issute Smit g
STmJT M SZE P
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ROD.
- PIR fth PIPE SEE easmuur eamiser N
mm e
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(Beast
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5
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1/16" GAP
[ $.,
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Backout pipe 1/16" PIPE
.. hanwe '=1d4M.
4.
Measure 21/16" fran scnbe mark on and cap to scribe mark c:m pipe in ceder to achieve 1/16" and gap.
i
_ FIG. 2 i
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SROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 g1_ gap-11.1-28 17 FEB 0? E93 so or s2 I
ATIAOICE 17 1
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SROWN & ROOT, INC.
ISSUE CPSES NUMSER REVISION DATE PAGE
{
QI-QAP-ll.1-28 17 FEB ea m sl or 62 i
A'1TAQOE?I' 18 SOCEET ' TYPE CEUPLIE WIZEl os c6 to 12 14 20 24 3G e.
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 52 of 62 QI-QAP-11.1-28 17 pgg gg,---
ATTACHMENT 19 1.0 GENERAL 1.1 PURPOSE AND SCOPE This attachment provides the inspector with the inspection criteria to be used when inspecting the restaking of spherical bearings.
2.0 INSTRUCTION 2.1 SPHERICAL BEARING STAKING INSPECTION Spherical bearings that are loose in the eye rod or snubber ends or have become dislodged require restaking prior to installation.
Prior to comencement of the staking operation, construction personnel 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 rod 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,
D and E below.
c.
The bearing shall be' free from rust, dirt and oth foreign material; d.
The bearing ginbal moves freely in its race.
e.
The race is secured within the eye rod.
h-2.2 DOCUMENTATION Spherical bearing restaking shall be documented on p
Inspection Report (see Table 1 of this Attachment) and o i
the MWDC.
The support mark number shall be recorded in the
" Identification No." block.
Completed documentation shall be reviewed and forwarded to Quality Engineering Systems for filing in respective hanger document package.
l
BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 53 of 62 QI-QAP-11.1-28 17
.c.rs ~;., r, 3 w
ATTACHMENT 19 (Con't) 2.3 NONCONFORMANCES i
All nonconforming conditions shall be reported in accordance with Reference 1-C.
TABLE 1 c:venese Mac srcau t_z:me s 2 :cu IMSPECTICN REPCRT is ;g.a.
,srsm, sm;r.n saaara
.rns c.narr.:n
. -., w r.a w.
g,y su ;;c. a m a c,.,ea e g a-wa u m u, ac.n,c eu.w
.=
el si OI-OAP-ll.1-28 C l"EAn C**W'e'iYt!" CMEc?
C %n:- en C **n's%n. en asp. t.s.:.ra
[ aspeC"' Cit CQasp.Z"T3, AL;. umLcaaLg rfgse 3,f'y&C?OM i
C nee: c= cowu a.,unner = irons us=
c.:.
.j
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!- l { :, : j,f _,,,
msec =ca 4 mau r:
re e s:
Ia_
Eye ead riele m e de e m d i I 3
1 I i I 8.
Bearing race center and staaec e
i l
i i a
i I C.
Searing free from dirt, rust. foreign material
{ i i i
l i i.
I D.
Bearino eineals freely i I '
i l
l I I I
i E.
Racera support Mert Museer (Icentification Neoer.
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SRO'.iN & ROOT, INC.
ISSUE l
CPSES NUMBER REVISION DATE PAGE j
JOB 35-1195 l
QI-QAP-ll.1-28 17 FEB 00icB3 54 or 62 1
ATTIGE.'r 20 IN FRICIICN BEARUG PIATE ASdN CM'-
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4
,,,,y MAIDG SUREW2 IDBRIIE PIm xEsPsa
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SROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE l
JOB 35-1195 FEFr,n100 1 55 of 62 OI-OAP-11.1-28 17 l
ATIACIDETT 21 r
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IUBRITE AE-7) i j
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SROWN & ROOT, INC.
ISSUE I
CPSES NUMBER REVISION DATE PAGE JOB 35-1195 i
I QI-QAP-ll.1-28 17 FEB02FE 56 of 62 ATrAONEN'r 22 l
l 1
couaNewt PEm STEAM ELECTmC STATICN u.m er INSPECT CN REPCR.
p
.rne :sscwr.cn canrr w.s=
90 vsTEm, sTm ca.nz :ss.eurcn
., _ a r.. a m _. n.
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N/A e OT-CAP-ll.1-29 h N/A CIN,yS, C Pa & W,rtas G es ytp,m C F* hA Q, %,g e,
.nSP. RE3ul.Ts C =s cc,om cowuno, Au. w=ucasu irme sarwu:ron C =me,o= comunn. unsansmeron non uma em.m.
irns un IDi FRIGai HEAKLW LUE UCF M-M gg marv.'...s.ru A a t rusiJ Ir.3 g
g gayg SIGNATTAtt i
r2 a 5
e 1.
Tvne of lubricant installed
- i i
2.
I Alicment cf matirn surfam is within a 1/32" l
l 3.
I Mating surface is machs.ned to a 63-125196 fin 2.sh l l l
4.
l Machinnd surface is evenly osated with an appetned l l l
l liquid lubricant. (Inbrite AE-6 liquid lubricant for l l l
l Inbrite AE-6/AE-7 type or Iubren AE-100 liquid i i l
l lubricant for ILbron AE-40/ AE-30 type).
l 5.
l No more than 10 ;mtreent of the lubricant (AE-6, AE-7, I
i AE-30, er AE-40 as armlicable) is missim frm 11 4
l albstrate material.
l l l
l l
6.
I Aliement reverified after final tightenirn of clamp l las apolit ahle). (Ref: Item 82 abOve) l l
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\\i I,1 m"g71 Iubrite AE-4 or AE-7 or Inbren AE-40 or Lubren q)4 yWj 4
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SROWN & ROOT, INC.
ISSUE f
CPSES NUMBER REVISION DATE PAGE l
l JOB 35-1195 FEB 09t'. - 57 or 62 OI-QAP-ll.1-28 17 j
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ATTACHMENT 23 l
CONSTANT SUPPORT Trevel Indicator
& Travel Stoo i
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Travel
% oed Coupling Indicator $1ot L
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BRO'.N & ROOT, INC.
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PROCEDURE EFFECTIVE BROWN & ROOT, INC.
NUMBER REVISION DATE PAGE CPSES
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i JOB 35-1195 DCP-3 16 8-5-83 4 of 8 f) 3.1.3 Other Distribution f
3.1.3.1 Documents may be distributed upon request by authorized site personnel for purposes other than production (physical construction) or QC inspection activities. The DCC Supervisor shall maintain a g
roster of authorized personnel.
DCC shall maintain' no responsibility for revision status of documents distributed in this manner.
3.1.3.2. Documents distributed in this manner shall be stbn "FOR OFFICE AND ENGINEERING USE ONLY" as follows:
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FOR OFFCE #1D p
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f y.1.3.3 These documents s8a'i e s amp er a.
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("THIS DOCUMENT AFFECTED BY DESIGN CHANGES") when applicable.
DCC shall make available a list of design changes upon request.
W 3.1.4.
Soecial Distribution 3.1.4.1 BRHL's will be issued to engineering organizations as controlled documents per paragraph 3.1.2.
These' drawings can be issued to construction organizations per apragraph 3.1.3.
Documents issued per paragraph 3.1.3 will be current upon issue only.
It shall be the responsibility of the user or holder to assure current revision control.
3.1.4.2 Documents issued per paragraph 3.1.2 may be used to transmit information to engineering organizations by copyi.ng. These documents shall be stamped "FOR OFFICE AND ENGINEERING USE ONLY". In addition, the " CONTROL STAMP" shall be crossed out.
3.2.
RECEIPT AND ACCOUNTING FOR CONTROLLED DOCUMENTS 3.2.1.
Receipt of Controlled Documents 3.2.1.1. Satellite Document Control Centers are the file custodians.
Prior to interface with the crafts and disciplines in the distribution of any controlled documents, DCC personnel shall have completed both of the following requirements:
1.
Document Control Orientation Class 2.
Passing grade on DCC test which is based on a thorough knowledge of DCP-3.
F0lA-85-59 Sh8
1
~
1 PROCEDURE EFFECTIVE BROWN & ROOT, INC.
NUMBER REVISION DATE PAGE CPSES n'U JOB 35-1195 DCP-3 16 8-5-83 5 of 8 f
Documentation supporting such qualification shall be maintained by DCC.
Records for maintainence of qualification are retained by the Training Department in accordance with CP-CPM 2.2.
3.2.1.2 Design change documentation shall be distributed to and maintained at the same location as the affected documents. The satellites shall log design changes.
No other design changes need be distributed, posted, or maintained in these areas.
If the design change received is the first issue against the affected document, the satellite shall stamp controlled copies of the affected document (s) with design change indicator stamp, shown in para-graph 3.1.2.4, make a logsheet (Attachment 1) for the affected document, and note the design change number on the logsheet.
~
NOTE: Classification of hangers will be governed by the current revision of DCA-5021 which will not be posted in the design change. logbooks. DCC will stamp centrolled. copies of all hanger drawings with the. following stamp:
N CHEUK UURRENT REVISICM P
pOF DCA-5021 L
N FOR HANGER
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bd NOTE: Small bore hanger logs shall reflect all open and incorporated design changes but not drawing revisions.
EXCLUSION: Design change information shall be distributed to organizations holding the' affected documents.
The design change shall be reviewed by respc'nsible personnel to ensu're it does not affect the discipline's work activities. Where they do affect the activities, they shall be posted and maintained as discussed above.
If they do not affect the work a'ctivities, the changes need not be po:;ted or maintained.
3.2.1.3 A record of whom a document was checked out to shall be maintained by the satellite. Documentation issued to the craft for daily work activities shall be returned at the end of the shift to the distribution source. Upon receipt of a revised document, the superceded document shall be retrieved and replaced with the current dog _ument Su w cadad documante -2u kn ~ hinarf hv the r retained the crawings shall be stamoed " VOID" CORD PURPOSES ONLY";
m
PROCEDURE EFFECTfVE
%e BROWN & ROOT, INC.
NUMBER REVISION DATE PAGE CPSES
(
JOB 35-1195 Q
DCP-3 16 8-5-83 7 of 8 To obtain a " replacement" copy of a controlled document the satellite
~
supervisor must complete a " Controlled Distribution Request" form (Attachment 4) specifying document number, revision and number of copies to be replaced. This request must be signed and submitted to the DCC Computer Distribution Group. A replacement DRCL will then be issued to the Document Reproduction Group for processing.
3.2.2.4 If for any reason, a superceded document is retained, the face of the document must be stamped or marked " VOID". When no longer required, superceded documents should be destroyed.
LUS N:
fawings issued in accordance with paragraph 3.4 and summuumum
$ awings issued for use in Hanger Packages are not 2bject to the aforementioned audits.
DCC wi 1 ma tain a file for DRCL's with signed acknowledgement by File Custodians verifying actual receipt of controlled documents.
A cross-check will be performed to ensure receipt of dccuments and the appropriate discipline will be notified of any discrepancies.
3.3 MAINTENANCE AND STORAGE OF DOCUMENTS 3.3.1 Maintenance of Documents The DCC shall maintain a file of current document revisions and as-built drawings as they are received. Additionally, a listing of all such documents and a list of all active changes shall be maintained.
.2 Storage of Documents Project Record files are stored by the DCC. These include, but are not limited to, specifications, procedures, correspondence, manuals, drawings, aperture cards, and silver microfiche originals.
)
NOTE: If circumstances exist for non-Code activities that require deviation from requirements of this procedure, exceptions will be authorized in writing by the Senior Staff Engineer and such authorization will be kept on file by the Document Control Supervisor.
3.4 DISTRIBUTION OF DOCUMENTS TO TRAVELER, PROCUREMENT OR HYDR 0 PACKAGES Documents required for fabrication, installation and/or inspection may be issued for inclusion into a traveler, procurement or hydro package. The document shall be identified as being part of the package and that it cannot be used independently of the package by stating on the document "This document shall be used only in conjuction with Operation Traveler #
l
PROCEDURE EFFECT!VE BROWN & ROOT, TNC.
NUMBER REVIS10N DATE PAGE CPSES JOB 35-1195 DCP-3 16 8-5-83 5 of 8 Documentation supporting such qualification shall be maintained by DCC. Records for maintainence of qualification are retained by the Training Department in accordance with CP-CPM 2.2.
,3.2.1.2 Design change documentation shall be distributed to and maintained at the same location as the affected documents. The satellites
[
shall log design changes. No other design changes need be distributed, posted, or maintained in these areas.
If the design y
change received is the first issue against the affected document, T
the satellite shall stamp controlled copies of the affected document (s) with design change indicator stamp, shown in para-graph 3.1.2.4, make a logsheet (Attachment 1) for the affected document, and note the design change number on the logsheet.
NOTE: Classification of hangers will be governed by the current revision of DCA-5021 which will not be
)
posted in the design change lo.gbooks c DCC will '
s stamp controlled copies'of all hanger drasings with the following stamp: CHECK CURRENT REVISION OF OCA-SD21 FOR HANGER
{^
CLAS SIFICATION.'
4 g
NOTE: Small bore hanger logs shall reflect all open and incorporated design changes but not drawing revisions.
EXCLUSION:
Design change information shall be distributed to organizations holding the affected documents.
The design change shall be reviewed by responsible personnel to ensure it does not affect the discipline's work activities. Where they do affect the activities, they shall be posted and maintained as discussed above.
If they do not affect the work activities, the changes need not be posted or maintained.
3.2.1.3 A record of whom a document was checked out to shall be maintained by the satellite. Documentation issued to the craft for daily work activities shall be returned at the end of the shift to the distribution source. Upon receipt of a revised document, the superceded document shall be retrieved and replaced with the current document. Superceded documents may be retained by the hold er.
If retained the drawings shall be stamped "V0ID" and "FOR RECORD PURPOSES ONLY".
NOTE: Documents (controlled) may be checked out to persons in the disciplines or groups other than the crafts for extended periods of time.
It is mandatory however, that the signout log list the name, group, location and telephone extension of the copyholder so that the document may be updated should it go out of revision or a design change be entered against the document.
It is the satellites obligation to maintain this update.
~
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DCP-3 Rev. 16 DCN #2 o/12/ni shan* 9 as o
PROCEDURE EFFECTIVE BROWN & ROOT, INC.
NUMBER REVISION DATE PAGE CPSES JOB 35-1195 DCP-3 16 8-5-83 6 of 8 3.2.1.4 If the document being received is a DCN, the satellite custodian must mark the DCN number on the cover sheet of the affected pro-cedure and file the DCN with the procedure.
NOTE: Only when a new revision of a document is distributed will a new updated log sheet be distributed with that document. Upon receipt of the new log sheet from the DCC, file custodians should replace the old log sheet in their Design Change Log Book with the new one, and discard the old log sheet, p) 3.2.1.5
" Mail-out" distribution is made by letter accompanied by DRCL.
N 3.2.2 Accounting for Controlled Documents
'2.v 9
All satellites and the several control numbers will be the subject 3.2.2.1 of monitoring by an independent monitoring team. This team shall j,
report directly to the Supervisor of DCC. This group shall monitor q.
all controlled document files to ensure that all applicable design documents are current and that design change logs show the current 6,%,,
approved and issued design change information. All monitoring will be a continuing operation - satellite to satellite.
3dL2.2 Monitoring shall be performed by using the " Recipient Trace" issued C ~~~
to each satellite and the several control numbers by the central g
DCC, which will indicate:
1.
Those documents they are shown as having 2.
Appropriate revision of each document mgM_
3.
The number of copies of the document they have.
To monitor the design change logs, the monitoring team will compare the Master Dcc logs with satellite and control number logs. When that has been done, the physical design change files shall be checked at each file location.
3.2.2.3 The monitoring team group leader shall write a memo to the DCC Supervisor indicating the monitoring activity has been completed and noting any discrepancies and corrective action taken. These monitoring reports shall be maintained in the DCC central office.
3.2.2.3 When a controlled document is checked out to a foreman or crafts-man, he becomes responsible for its security.
In the event the document is lost, the DCC satellite from which the document was logged out should be notified as quickly as possible. The satellite supervisor shall notify the craft superintendent in writing of the loss and request that appropriate action be taken.
im
._~
PROCEDURE EFFECTIVE BROWN & ROOT, INC.
NUMBER REVISION DATE PAGE i
CPSES l
i JOB 35-1195 DCP-3 16 8/5/83 4 of 8 3.1.3 Other Distribution 3.1.3.1 Documents may be distributed upon request by authorized site personnel for purposes other than production (physical construction) or QC inspection act1~vi. ties. The DCC Supervisor shall maintain a roster of authorized < personnel.
DCC shall maintain no responsibility for revision stat cuments distributed in this manner.
3.1.3.2 Documents distrib W is manner shall be st "FOR OFFICE AND ENGINEERING USE ONLY" as follows:
+
Y FOR OFFBE AND
~
o ENGINEERING USE ONLY 4'
~
3.1.3.3 These documents shall be stamped per 3.1.2.4 ("THIS DOCUMENT AFFECTED BY DESIGN CHANGES") when applicable. DCC shall make m-available a list of design changes upon request.
3.1.3.4 Documents may be upgraded to controlled status by including the provisions of 3.1.2.
3.1.4 Special Distribution
,rS
)
"Special Distribution Schedules" (SDS) will form the basis of all igg limited engineering do M nt distribution requirements. (See DEI - 10) l 3.1.5 Transmittal of Engineerd.. Documentation i
h
,Q 3.1.5.1 BRHL's will be issued to ggineering organizations as co,ngrolled documents per paragraph 3.1.2 These drawings can be issued' to construction organization' er paragraph 3.1.3 Documents issued per paragraph 3.1.3 will be current upon issue only.' It shall be the responsibility of the user or holder to assure current revision control.
3.1.5.2 Documents issued per paragraph 3.1.2 may be used to transmit info ma tion to engineering organizations by copying. These documents shall be s tamped " VOID".
3.2 RECEIPT AND ACCOUNTING FOR CONTROLLED DOCUMENTS 1
3.2.1 Receipt of Controlled Documents l
DCP-3 Rev. 16 DCN #3 e
9/27/83 Sheet 2 of 6
-k
a-PROCEDURE EFFECTIVE BROWN & ROOT, INC.
NUMBER REVISION DATE PAGE
~
CPSES JOB 35-1195 DCP-3 16 8/5/83 5 of 8 3.2.1.1 Satellite Document Control Centers are the file custodians. Prio to interface with the crafts and disciplines in the distribution any controlled documents, DCC personnel shall have comple ed th the following requirements:
g h
)%
1.
Document Control Orientation Class 2.
Passing grade on DCC test which is based on a th ug knowledge of DCP-3.
Documentation supporting such qualification shall be maintained by DCC.
Records for maintainence of qualification are retained by the Training Department in accordance with CP CP>i 2 2 3.2.1.2 Design change documentation shall be distributed to and maintained at the same location as the affected documents. The satellites shall log' des'ign changes. No other design changes need be distributed, posted, or maintained in these areas.
If the design change received is Qe first issue against the affected document, 2
the satellite shall stamp controlled copies of the affected U
document (s) with design change indicator stamp, shown in para-Q graph 3.1.2.4, make a logsheet (Attachment 1) for the affected document, and note the design change number on the logsheet.
(
C.
NOTE: Classification of hangers will be governed by the current revision of DCA-5021 which will not be posted in the design change logbooks. DCC will N
stamp controlled copies of all hanger drawings with the following stamp:
EN l
CREET UukME.NT Nt VISIUN OF DCA-5021 FOR HANGER CLASSIEICATION.
NOTE:
Small bore hanger logs shall reflect all open and ~
incorporated design changes but not drawing revisions.
EXCLUSION: Design change inf, mation shall be distributed to organizations holding the affected documents.
The design change shall be reviewed by responsible personnel to ensure it does not affect the discipline's work activities. Where they do affect.c.he activities, they shall be posted and. maintained as discussed above.
If they do not affect the work activities, the changes need not be posted or maintained.
DCP-3 Rev. 16 DCN #3 9/27/83 Sheet 3 of 6
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1
. i PROCEDURE EFFECT1VE BROWN & ROOT, INC.
NUMBER REVISION DATC PAGE CPSES s
I JOB 35-1195 DC P-3 16 8/5/83 6 of 8 3.2.1.3 A record of whom a document was checked out to shall be maintained by the satellite. Documentation issued to the craf t for daily work activities shall be returned at the end of the shift to the distribution source. Upon receipt of a revised document, the superceded document shall be retrieved and replaced with the current document.
Superceded documents may be retained by the holder.
If retained the drawings shall be stamped " VOID" and "FOR RECORD PURPOSES ONLY".
/
NOTE: Document (controlled) may be checked out to persons in the 9
disciplines or groups other than the crafts for extended 9
periods of time.
It is mandatory however, that the signout R
log list the name, group, location and telephone extension y
of the copyholder so that the document may be updated should q) it go out of revision or a design change be entered against the document. It is the satellites obligation to maintain q
this update.
v (1,
3.2.1.4 If the document being received is a DCN, the satellite custodian must mark the DCN number on the cover sheet of the affected pro-cedure and file the DCN with the procedure.
NOTE: Only when a new revision of a document is distributed l
will a new updated log sheet be distributed with that WERREEEEE document. Upon receipt of the new log sheet from the l
DCC, file custodians should replace the old log sheet in their Design Change Log Book with the new one, and discard the old log sheet.
l 3.2.1.5
" Mail-out" distribution is made by letter accompanied by DRCL.
3.2.2 Accounting for Controlled Documents 3.2.2.1 All satellites and the several control numbers will be the subject of monitoring by an independent monitoring ream. This team shall report directlyt to the Supervisor of DCC.
This group shall monitor all controlled document files to ensure that all applicable design documents are current and that design change logs show the current approved and issued design change information. All monitoring will be a continuing operation - satellite to satellite.
3.2.2.2 Monitoring shall be performed by using the " Recipient Trace" issued to each satellite and the several control numbers by the central DCC, which will indicate:
1.
Those documents they are shown as having 2.
Appropriate revision of each document 3.
The number of copies of the document they have; DCP-3 Rev. 16 DCN #3 9/27/83 Sheet 4 of 6
~
. PROCEDURE EFFECTIVE BROWN & ROOT, INC.
NUMBER ~
REVISION DATE PAGE CPSES o
JOB 35-1195 DCP-3 16 8/5/83 7 of 8 To obtain a " replacement" copy of a controlled document the satellite supervisor must complete a " Controlled Distribution Request" form (Attachment 4) specifying document number, revision and number of copies to be replaced. This request must be signed and submitted to the DCC Computer Distribution Group: A replacement DRCL will then be issued to the Document Reproduction Group for processing.
3.2.2.4 If for any reason, a superceded document is retained, the face of the (ry document must be stamped or marked " VOID". When no longer required, d-superceded documents should be destroyed.
1 EXCLUSION: Drawings issued in accordance with paragraph 3.4 and y
drawings issued for use in Hanger Packages are not q
subject to the aforementioned audits.
k DCC will maintain a file for DRCL's with signed acknowledgement by b
File Custodians verifying actual receipt of controlled documents.
A cross-check will be performed to ensure receipt of documents and the appropriate discipline will be notified of any discrepancies.
g MAINTENANCE AND STORAGE OF DOCUMENTS
'1 Maintenance of Documents hh The DCC shall maintain a file of current document revisions and as-built drawings as they are received. Additionally, a listing m
of all such documents and a list of all active changes shall be 6
maintained.
3.3.2 Storage of Documents Project Record files are stored by the DCC. These include, but are not limited to, specifications, procedures, correspondence, manuals, drawings, aperture cards, and silver microfiche originals.
3.4 DISTRIBUTION OF DOCUMENTS TO TRAVELER, PROCUREMENT OR HYDR 0 PACKAGES Documents required for fabrication, installation and/or inspection may be issued for inclusion into a traveler, procurement or hydro package. The document shall be identified as being part of the package and that it cannot be used independently of the package by stating on the document "This document shall be used only in l
conjuction with Operation Traveler #
DCP-3 Rev.16 DCN #1 Anann Sheet 2 of 2.
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. PROCEDURE ~
REVISION DATE PAGE EFFECTlVE BROWN & ROOT, INC.
NUMBER CPSES m(
JOB 3E-1195 DCP-3 16 8-5-83 8 of 8 NOTE: For hydro packages, the hydro number shall be entered instead of the traveler number, and the number identified as a hydro test number.
NOTE: For procurement packages, the bid / purchase order number shall be entered instead of the traveler number, and the number identified as bid / purchase order number.
It shall be the responsibility of the organization controlling the package to ensure the current document revision number is referenced in the package.
EXCLUSION: Traveler packages containing drawings which have weld numbers assigned by Welding Engineering, and all Hanger Packages, are excluded from the aforementioned control alternative.
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PROCEDURE E.:FECTIVE l
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BROWN & ROOT, INC.
NUMBER REVISION DATE PAGE l
I CPSES l
JOB 35-119" DCP-3 16 j
8-5-83 l
1 of 1 ATTAChNENT 1 DESIGN CHANGE LOG
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