ML20195F368
| ML20195F368 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 01/07/1981 |
| From: | BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.) |
| To: | |
| Shared Package | |
| ML20195F283 | List:
|
| References | |
| FOIA-85-59 QI-QAP-11.1-28, NUDOCS 8606120092 | |
| Download: ML20195F368 (26) | |
Text
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BRO)iN & RCOT. INC.
ISSUE CPSES NLNBER REVISION DATE PAGE JOB 35-1195 (1/7/81) 1 of 26 QI-QAP-11.1-20 5
TITLE:
ORIGINATOR:
N t 81 DATE RE M ED BY:
mm INSTALLATION INSPEC-TIONS OF ASi1E COMPONENT
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SUPPORTS, CLASS 1,2, & 3 APPROVED BY:
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Site QA Manager DATE 1.0 TABLE OF CONTENTS
1.0 REFERENCES
2.0 GENERAL 2.1 PURPOSE AND SCOPE 2.2.
RESPONSIBILITY 3.0 INSTRUCTION r..
3.1 MATERIALS 4.0 WELDING 4.1 WELDING INSPECTION REQUIREMENTS (GENERAL) 4.2 WELDING INSPECTION REQUIREMENT (FIT-UP) 4.3 WELDING INSPECTION (FINAL) 4.4 NONDESTRUCTIVE TESTING 4.5 NDE INSPECTIONS 5.0 ASSEMBLED HANGER RE0VIREMENTS 5.1 FASTENERS 5.2 STAINLESS SHIMS
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5.3 SWAY STRUTS l
l 5.4 SWAY STRUT (MODIFICATION) 5'. 5 SEISMIC LIMITERS b
5.6 TEMPORARY SPACERS 5.7 SPRING CANS W
5.8 LUBRITE PLATE 5.9 TOLERANCES SHIMMING GROUTING 5.10 TOLERANCES 6.0 DOCUMENTATION RE0VIRENENTS 6.1 INSPECTION DOCUMENTATION FOR MODIFIED SWAY 6.2 FINAL SUPPORT INSPECTION 6.3 DISCREPANCIES
1.0 REFERENCES
1.1 NDEP-200 1.2 CP-QP-18.0, " INSPECTION REPf"j" k l
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 (II-QAP-11.1-28 5
1/7/81 2 of 26 2.0 GENERAL 2.1 PURPOSE AND SCOPE This instruction delineates the criteria and requirements to be used when perfoming installation inspection of ASME component supports, Class 1, 2, and 3.
If a conflict exists between this instruction and the support drawing, the drawing shall take pre-cedence.
2.2 RESPONSIBILITY The QC superintendent shall be responsible for the inspection of component supports in accordance with this instruction.
3.0 INSTRUCTION 3.1 MATERIALS 3.1.1 Traceability Marking Transfer During construction activities, I.O. markings on bulk material are transferred prior to the material being cut.
This operation shall be monitored by QC on a random surveillance basis. The surveillance activity will be documented at a minimum of once per ihift on an "IR" and filed in the QA department.
The "IR" shal}
note the hanger numbers of items for which marking transfer is wi tnes sed.
3.1.2 Material Traceability Control During fabrication, evidence of material acceptability will be provided through the use of a " Material Identification Log" (Attachment #7) by the craf t.
The log shall then be presented to the QC inspector for material verification and signature.
The log will remain as part of the construction hanger package.
At installation inspection, the QC inspector shall verify the material type, grade and heat number on the "QC Hanger InspecRqhg Report" or the MWDC, as applicable, using the infomation W
provided on the "Itaterial Identification Log."
3.1.3 Material Dimensional Control Component support material type and description be as shown on the " Bill of Materials" of the BRH and a icable CMCs.
BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 5
1/7/81 3 of 26 l
Component support material " cut lengths" shall be as shown in the detail sketch of the BRH and any applicable CMCs. The ERH/ CMC
" Bill of Materials" will not be used to verify material cut length.
3.1.4 Material 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 traceability is maintained. The Material Identification Log in the hanger pack-age shall be used to identify the hanger from which the substituted part came and shall be verified by the QC inspector.
4.0 WELDING 4.1 WELDING INSPECTION REQUIREMENTS (GENERAL)
Weld filler material used in the welding of component supports shall be verified using the WFML in the construction " Hanger Package."
NOTE:
QC surveillance of proper completion of the " Weld Filler Material Log" shall be verified by comparing the WPG against the WDC and WFML. This verification shall be documented by the inspector's initials and date on the WFML.
4.2 WELDING INSPECTION REQUIREMENT (FIT-UP)
Welding Engineering will enter weld numbers on the BRH for welds to pressure retaining members, full penetration welds except flare beveling on structural tubing, hangers with multiple pro-cesses or multi-filler materials or welds requiring NCE, other than visual and all Class 1 support welds.
Inspection of fit-up will be required by QC-for the above mentioned welds if delin-eated on a MWDC.
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ISSUE BROWN & ROOT, INC.
CPSES NLNBER REVISION DATE PAGE I
JOB 35-1195 QI-QAP-11.1-28 5
1/7/81 4 cf 26 I
NOTE:
Cleanliness and fit-up hold points may be inspected si-multaneously.
The fit-up gap for butt weld joints shall not exceed 1/8 inch be-yond the diameter of the electrode used at the root of the joint.
The fit-up gap for "T" fillet joints shall be as small as practi-cal; however, it should not exceed 1/16 inch.
If gap is in excess of 1/16 inch but not exceeding 5/32 inch, this condition will be considered acceptable provided the leg of the fillet weld is increased by the amount of separation in excess of 1/16 inch.
(The increase in fillet size applies only when the excess separa-tion exceeds 10% of the joint length.)
The fit-up gap for " lap" fillet weld joints shall not exceed 1/8 inch at any location along the length of the joint.
4.3 WELDING INSPECTION (FINAL)
Fillet weld sizes specified on the drawing are the minimum size required along the full length of the weld joint. Oversize fil-let welds are acceptable providing they do not exceed twice the leg size specified on the drawing.
xcessive distortion where r
oversize fillet welds are used shouid be avoided.
The final surface of all welds shall be free from sharp surface irregularities, slag, cracks and undercut in excess of 1/32" in depth. Undercuts shall not encroach on the required section thickness.
Excess surface irregularities may be removed by grinding or clipping, provided the minimum weld size is maintained.
4.4 NONDESTRUCTIVE TESTING l
All NDE will be as shown on drawings.
l 4.5 NDE INSPECTIONS Each Inspector will be issued an "NDE Guide" (Attachment 6) which provides information en the acceptance criteria of welded sup-po rts.
5.0 ASSEMBLED HANGER REQUIREMENTS e
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BROWN & ROOT, INC.
ISS'JE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 5
1/7/81 5 of 26 5.1 FASTENERS Fasteners will be as shown on the BRH and any applicable CMCs.
Unless otherwise shown on the drawings, fasteners will be tight-ened securely.
Bolt holes in angles shall not be closer than ih times the bolt diameter from the edge of the angle to the edge of the bolt hole. Full thread engagement of bolts and nuts is required.
NOTE:
If screwed adjustment fit is questionable, inspector shall notify the Quality Engineering Department.
5.2 STAINLESS SHIMS Carbon steel supports in contact with stainless steel pipe do not require stainless shims between the support and pipe unless the operating temperature of the line exceeds 650'F.
5.3 SWAY STRUTS 5.3.1 Sway Strut (As Received)
The sway strut unit is composed of the pipe clamp assembly, the rear bracket assembly, and the sway strut assembly.
5.3.1.1 Inspection Criteria A.
Pipe Clamp Assembly ( Attachment 2) washers are installed be-tween 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 3) washers shall be on the inside of the bracket arms, one on either side of the sway strut spherical bearing.
If cotter pins are used, they should be the maximum size the hole will accommodate and shall be fully opened.
If split snap rings are installed, they should be examined to verify that the rings are not broken, sprung or deformed.
The Sway Strut Assembly (Attachment 4) spherical bearing,}dg C.
should be staked tightly in the adjustable ends and stjQg have a washer on either side when installed. The,.sWaf>5 tru t should have the correct a.djustment as per thq drawing and the jamb nuts should be tight.
If sight holes are present on the strut body, ngagement should be verified.
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BROWN & ROOT, INC.
ISSUE i
CPSES NUMBER REVISION DATE PAGE JOB 35-1195 g
QI-QAP-11.1-2E 5
1/7/81 6 of 26 l
l 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, respec-tively).
NOTE:
The degrees allowed for misalignment (see Attachment 3) are given by the spherical bearings and their relation-ships to the flat washers. Nonnally the thicker flat washers are installed on the clamp end and the thinner washers on the rear bracket end.
5.3.2 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 time of manufacture or on site, respectively. Stamping verification shall be doctriented on the " completed support" 1.R. or on the MWD by the QC Inspector.
When the star stamp is not verifiable on struts that are instal-led, 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 memebers on each end of the strut body.
If the threaded members will not back-out due to proper thread upset, QC shall accept the sway strut and stamp both ends with a 6 point' star.
If the threaded member backs-out of the strut body, QC shall return the documentation package to Con-struction as per Paragraph 6.2.
5.4 Sway Strut (Modification)
Sway strut nodification shall be in accordance with existing site procedures.
5.4.1 Unit Assembly Inspection Criteria Unit assembly inspection criteria shall be th the orig-inal inspection criteria defined in Par
~1.1.
5.4.2 Alignment Inspection Criteria A.
ITT Grinnell sway strut sizes A, B, C,1 through 8 end plate centerline nisalignment and socket welded couplings added to the extension piece shall not exceed 1/2*.
BROWN & ROOT, INC.
ISSUE
{
CPSES NLNBER REVISION DATE PAGE 1
l JOB 35-1195 QI-QAP-11.1-28 5
1/7/81 7 of 26 B.
NPS sway struts sizes SRS.06 through 36 centerline misalign-ment of socket welded couplings added to the extension piece shall not exceed 1/2*.
Socket welded end coupling center-line misalignment shall be kept to a minimum.
C.
All socket welded couplings require a minimum of 1/16" pull back of the extension piece for proper fit-up.
(ANSImini-mum engagement requirements for pipe socket weld couplings are not applicable to sway strut modification.)
D.
Alignment measurements for couplings added to the extension
, piece may be made utilizing a jig as shown below or other suitable measuring methods.
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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 cf the coupling.
5.4.3 Weld Inspection Final visual inspection of weld surface shall be in accordance with Paragraph 4.3.
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" 12-24 1/4" 4-6 3/8" 20 5/
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5/8" 24
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3/4" 6
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE l
JOB 35-1195 QI-QAP-11.1-28 5
1/7/81 8 of 26 5.5 SEISMIC LIMITERS 5.5.1 Inspection Criteria Seismic Limiters (arresters) must never be used as a welding ground, be sandblasted, or painted.
The following are inspection criteria to be used when inspecting seismic limiters:
A.
Verify that the support cylinder can be manually extended and retracted through its full stroke length.
(See Attach-ment 9, for nomenclature and the Table below for Stroke Lengths.)
TABLE Limiter Size Stroke Length / Inches 4
h 2h 1
4 3
5 10 6
35 6
100 6
NOTE:
The force required to extend or retract the limiter support cylinder should not exceed 1% of the rated load. The load should be applied in a steady manner.
If the arrestor support cylinder moves easily, does not move, or rotates, internal damage may exist and shall be so noted on the I.R.
B.
Verify that the thread area of the load-bearing bolt (or stud) does not encroach on the load-bearing portion of the bol t.
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C.
Verify special flat washers are installed between ical bearing and each clamp half.
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BROWN & ROOT, I?ic.
ISSUE CPSES NLNBER REVISION DATE PAGE JOB 35-1195
(!I-QAP-11.1-28 5
1/7/81 9 of 26 NOTE:
The washers allow the limiter to have :6' of freedom (12*includedangle).
D.
Verify seismic limiter clamp bolts are double nutted.
E.
Verify pinned connections have fully opened cotter pins or split snap rings installed.
F.
Verify spherical bearings are tightly staked in the attachment ends.
5.5.2 Relative Angle Adjusting When the relative angle between the end cap and the forward bracket has been adjusted, the extension and retraction of the support cylinder shall be verified in accordance with Paragraph 5.5.1-A.
Verify split rings on sizes
, h, 1, 3, and 10 are not broken, sprung or deformed.
Verify re-torque of ring nut for sizes 35 to 100 is 150 20 ft./lb.
NOTE:
Under no circumstances shall the end cap be rotated
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more than one complete turn from the bottomed-out position.
5.5.3 Extension Pipe The following are inspection criteria to be used when an exten-sion pipe is welded to the seismic limiter.
A.
Final weld surface inspection shall be in accordance with Paragraph 4.3.
B.
Alignment shall be maintained within l'.
An inspection jig similar to the description given in Paragraph 5.4.2.1-0 or other appropriate inspection techniques may be used.
C.
Verify spherical bearing is properly masked and paint is applied only to the transition tube, extension pipe and forward adapter.
5.5.4 Transition Tube / Forward Adapter Assembly The following are inspection criteria to be used,4'e 4tthe ing the transition tube / forward adapter assemb' t%arres tor:
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BROWN & ROOT, INC.
ISSUE CPSES NLHBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 5
1/7/81 10 of 26 A.
Verify fastner torque as follows:
Arrestor Size Torque Reouired 22 :1 in./lb.
22 1 in./lb.
1 45 25 in./lb.
3 120 210 in./lb.
10 440 20 in./lb.
B.
Verify bolts are safety-wired with 0.040" stainless steel wire.
5.5.5 Cold Setting The cold setting shall be as per the design drawing with an installation tolerance of th".
- 5. 6 -
TEMPORARY SPACERS Temporary flat bar cut to the appropriate " pin-to-pin" length requirement may be used when seismic limiters or struts are not available for immediate installation. When supports are ccri-pleted, with the exception of items such as struts or limiters, all other inspections may be perfomed and the applicable items signed as acceptable. Any exceptions shall be noted on the applicable inspection document placing an asterisk next to the inspection which cannot be completed. An explanation of the uncompleted inspections shall be entered in the comments section of the IR and/or in the operation section of the MWDC as per the following example:
EXAMPLE: Limiter (or strut) not installed.
5.7 SPRING CANS Spring cans shall be inspected to verify the spring travel stops are in place, the spring can turnbuckle is fully engaged with the support rod, all slack is removed from the support rod, a d he jamb nut is tight.
Installation verification of the spring can p
shall be documented in the comments secti QC Hanger Inspection Report and/or in the op fon of the MWDC.
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BROWN & ROOT, Itic.
ISSUE CPSES NUMBER REVISION DATE PAGE I
JOB 35-1195 QI-QAP-11.1-28 5
1/ 7/81 11 of 26 5.8 LUBRITE PLATE Check the support for correct hardware.
Supports containing lubrite plate assemblies should come with a lubrite plate (2 for type "G"
& "H" assemblies) a keeper (2 for type "G" & "H" assem-blies for 14" thru 30" pipe) (the keeper is generally small slice of tubing), the pipe attachment (generally a channel, tee or wide flange assembly) and usually a pipe clamp.
The pipe attachment will have a smooth surface lef t unpainted where it mates with the lubrite plate. This surface should be coated with Liquid Lubricant AE-6 to protect it from rusting.
Check the coating for good coverage.
If the mating surface is not covered or the coating is damaged, apply additional Liquid Lubricant AE-6.
NOTE:
The lubrite plate should not be in place when welding the keeper.
Care should be taken to assure the surface where the lubrite plate will rest is level or follows the slope of the pipe and is aligned properly.
5.9 CRITERIA FOR SHIMMING AND GROUTING WALL OR CEILING SUPPORT BASE PLATES Component supports utilizing base plates must have a minimum of 80". bearing surface between the plate and the concrete. The maximum allowable gap for the remaining portion of the plate shall not exceed 1/16 inch.
If this criteria cannot be met, the plate must be shimmed and grouted with an epoxy grout. Shim material may consist of steel shim plates or washers of a size necessary to allow proper Hilti Bolt torquing without base plate deformation.
The grout filling hole shall be 1/4" in diameter and shall not be drilled within 1 inch of a concrete anchor. The hole shall be located outside of the bolt hole pattern.
Floor mounted component supports that are not flush mounted, 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.
5.10 TOLERANCES For tolerances not given in the text of this Instruction, k
to those listed in Attachment #3.
9
e BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE l
JOB 35-1195 QI-QAP-11.1-28 5
1/ 7/81 12 of 26 Small bore hanger installation / tolerances shall be in accordance with this procedure and small bore general notes.
6.0 DOCUMENTATION The results of component support inspections shall be documented i
on the " Quality Control Hanger Inspection Report" (see attachment
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- 1) or the Multiple Weld Data Card "(See Attacnment 10) for that support, as appropriate. The infomation needed to complete this Report will be obtained from the construction hanger documenta-tion package and physical inspection of the component support.
The Inspection Report Status Log (Attachment 5) shall be main-tained by QC for the purpose of tracking "QC Hanger Inspection Report." All hold points on the Inspection Report and the Multi-ple Weld Data Card shall be satisfied as applicable.
The MWDC welding hold point shall be satisfied per paragraph 4.2.
6.1 Inspection Documentation for Modified Sway Struts All hold points assigned in the dSway Struts Modification" stamp (See Attachment 11) on the back side of the MWDC shall be satis-fled, as applicable.
6.2 Final Support Inspection When the support is ready for final inspection, Construction shall notify Quality Control and present to the inspector the support documentation package for review.
(Incomplete packages shall be returned to Construction for further processing.)
If the support package is acceptable, the inspector will perfom a detailed visual inspection per the provisions of this Instruc-tion, complete the Inspection Report or the Multiple Weld Data Card, as appropriate, sign and return the Transmittal Fom to l
Construction and transmit the support package Documentation to the Vault.
If the support base plate requires shimming and grouting per Paragraph 5.9 and has not been shimmed and grouted, hn Unsatis-factory Inspection Report shall be generated.
It will b ent to Civil QC for further action.
Discrepancies found during inspection which corrected
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through nomal clean-up or minor rework indicated on the Construction Transmittal. The tr 1 and support pack-age shall be returned to Constr n
r rework as needed.
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 5
1/7/81 13 of 26 When the discrepant areas have been corrected, the craft foreman will notify Quality Control of reinspection needs and resubmit the support package to the QC Inspector.
If acceptable, he shall sign and date both the IR/MWDC and the Construction Transmittal.
The support documentation package shall then be transmitted to the Vault by QC and the Transmittal returned to the craft foreman for processing in accordance with existing Site procedures.
7.0 DISCREPANCIES THAT CANNOT BE CORRECTED Discrepancies that cannot be corrected through nonnal course of construction shall be reported on an NCR in accordance with existing site procedures.
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BROWN & ROOT, INC.
ISSUE CPSES NL'MBER REVISION DATE PAGE JOB 35-1195 OI-QAP-ll.1-23 5
1/7/81 14 of 26 ATTACHMENT ?!0. 1 4
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-ll.1-28 5
1/7/81 15 of 26 ATTACHMENT NO. lA INSTRUCTIONS TO CC HOR 1.
The drawing number of the hanger 2.
The class of the hanger (1,2,3,)
3.
The date of the inspection 4
The revision of the drawing used to perfom the inspection 5.
The CMC No. and Rev. used to perfonn the inspection 6.
The PHBP No. and Rev. used to perform the inspection 7.
The grade / type of the material 8.
The heat No of the material (only on Class 1) 9.
Inspector's signature / initial and date of dimensional correctness per procedure
- 10. Inspector's signature / initial and date of ecnfiguration correctness per procedure
- 11. Inspector's signature / initial and date of fastner correctness per procedure
- 12. Inspector's signature / initial and date of sway strut correctness per procedure
- 13. Inspector's signature / initial and data of location correctness per procedure 14 Verify that required fit-up inspection was acccr::plished and doc: rented on MWCC 15.
Inspector's signature / initial and date of visual (ASME Sec. III) acceptance of welds per procedure
17. Inspector's signature / initial and date of acceptance of these processes
- 18. Any coments that may be pertinent to acceptance
- 19. The NCR(s) written en hanger, if any MOTE: When fann iten numbers are not applicable, enter N/A
BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-ll.1-28 5
1/7/81 16 of 26 ATTACHMENT NO. 2
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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1I95 QI-QAP-11.1-28 5
1/7/81 17 of 26 ATTACHMENT NO. 3
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BROWN & ROOT, INC.
TSSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-il.1-28 5
1/7/81 18 of 26 ATTACHMENT NO. 4 f
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE i
JOB 35-1195 j
QI-0AP-l l.1 -28 5
1/7/81 19 of 26 i
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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11el-23 5
1/7/81 20 of 26 ATTACHitENT N0e 6 I
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ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 5
1/7/81 21 of 26 ATTACHMENT N0. 6A.
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fSSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-11.1-28 5
1/7/81 22 of 26 ATTACHMENT NO. 7 ftATERIAL IDENTIFICATION LOG MUE.LA MAGER MATIA!AL 10DifflCA110s LOG spel.
EJUlt 3'.'".)
IIiT 50' "12,1Mi!.W" h
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T BROWN & ROOT, INC.
!SSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195
]I-QAP-11.1-28 5
1/7/81 23 of 26 l
ATTACHMENT 8 GENERAL FABRICATION AND INSTALLATION REQUIREMENTS i
Tol erances Fabrication and installation shall be performed in accordance with the drawing detail and the following permissible tolerances:
Fabrication Tolerances 1.
Length a.
Support members (except rods) up to 12" 1/8" b.
Support members (except rods) over 12" 1/4" 2.
Holes a.
Diameter
+1/16"
-0 b.
Centerline location 1/8" Installation Tolerances 1.
Dead weight supports a.
Axially 12" b.
Plumbness 2 degrees" c.
Bol ts 3.
A. U-Bolts, " Bilateral restraints" shall have 1/16" clearance and be double nutted on each side.
4.
Knee Brace, " Kicker" may have a 2* tolerance from the specified angle.
5.
Seismic Restraints a.
Restraints, anchors, guides, etc.
2 x pipe wall thickness :2" from theoretical position b.
Attachments to center of structural steel reaction members 2", and plumbness 2 degrees c.
Pipe Clearances 1.
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 w/1/8" 1/16" on the other, 1/16" :1/32" on both sides, or any combination).
2.
Where the design shows 0" on one side and 1/16" on t other side, 0" must be naintained while 1/16" :1/3 required on the other side.
3.
Where the design shows 0" on one side w/1/16" e
other side, 0" must be maintained while 1/
32" is required on the other side.
For low energy lines, if the clearances d above cannot be maintained due to ambient thermal ex n, a total clear-ance of 1/8 1/16 on any two adjacen is acceptable.
(Low energy lines are defined as thos ving operation tempera-tures and pressures less than 200*F and 27 5 PSI, respectively.)
d
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BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 l
QI-QAP-ll.1-2q 5
1/7/81 24 of 26 ATTACHitENT NO. 9 Forward p-Sracket
~
Housing Support Transition End Cap Cylinder Tute Extension 3
Piece
'n Spherical Searing Rear Retaining Ring Bracket
. Chint or y
Cao Scro Indicator 5!!E 4, 4,1, 3 AND 10 End Cao succort Transition Tuce Aca::ter Telescoping Tube Cylincer stension Ring Nut Piece Scr" Heusing [
EndCap7 n,
O O
's s
s EQsition Tube
=
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i SROWN & ROOT, INC.
ISSUE l
CPSES NUMBER REVISI0f.
DATE PAGE JOB 35-1195 QI-QAP-ll.1-28 5
1/7/81 25 of 26 ATTACHMENT NO. 10 2:; a i
f.
ice sta:AL 7 CRAWING J NULTIPLE WE'D CATA CARD LINE i N.4 i
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4,, 3 BROWN & ROOT, INC.
ISSUE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 QI-QAP-ll.1-28 5
1/7/81 26 of 26 ATTACHMENT NO. 11 STAY STRUT MODIFICATION (Operations as Established Below)
B Material added or deleted (document on MRS)
C ID/Markir.g transfer prior to cutting D
Acceptable WPS E.
Fit-up/ Socket Engage:ent (as applicable)
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F Final Surface / Dimensional I spection G
PT/MT Dwg. Rev./ CMC 4
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