ML20206T845
| ML20206T845 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 09/03/1985 |
| From: | TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
| To: | |
| Shared Package | |
| ML20206T195 | List:
|
| References | |
| TNE-AB-CS-3, NUDOCS 8610070202 | |
| Download: ML20206T845 (34) | |
Text
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Q TEXAS UI'ILITIES GENERATI!G CDMPANY NUICEAR DGINEERI!G
^
COMAM3fE PEAK STEAM ELECTRIC STATION WE2 AS-BUILT PIOCEDURE CABIE TRAY HANGER "AS-DESIGNED" AND "AS-BUIL'I" DRAEDG DEVEIDINDE mE-AB-CS-3 REVISICN 0 SEPIEMBER 3, 1985 ResponsibleEngineer:h/[asGN JS~
dE'b 9-3-85 Approvea By:
n CD lll2l3 mesame E
a=y=3 CPSES 2g as-1195 CCNTROL
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ONM 8610070202 860917 PDR ADOCK 05000445
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'IUGCD lbc. ar Engineering
'INE-AB-CS-3, Rev. O Septemoer 3, 1985 Page i AS-BUILT PROCEDURE CABLE 'IRAY BA!GER "AS-DESIGNED" AND "AS-BUILT" DRAWI!G DEVEIDPMENT UtRT 2 TABLE OF CONIDTIS 1.0 GENERAL 1
2.0 PROCEDURE 3
FIG. 1 CRGANIZATION 14 FIG. 2 TYPICAL DRAWDG BIDCK 15
. FIG. 3 PAPER FIDW DIAGRAM 16 FIG. 4 PAPER FIDW DIW10DIFIED IULTERS 17 ATDGMENIS 1-5 18
'IEERE ARE 13 PAGES OF TEXT 'IO 'HIIS AS-BUILT PROCEDURE.
AITACHMENT 1-3 EAdli CDNIAIN 1 PAGE.
ATIACEDENT 4 CONIAINS 4 PAGES.
ATIACIIMENT 5 CONIAINS 7 PAGES.
e 0
TUGC0 ltaclear Engineering TNE-AB-CS-Rev. O vmr 1985 O
Page 1 1.0 GENERAL 1.1 PURPOSE This procedure outlines basic respcnsibilities and tasks for the developrent of engineering walkdown drawings "as-designed" drawings, and "as-built" drawings for individual cable tray hangers.
This procedure is applicable to the activities performed for the development of individual as-built cable tray hanger drawings. Also addressed is the issuance of new desi, nodified and re-designed cable tray hanger drawings for field ins ion. This procedure is established to assure inglenentation of the applicable portions of TNE-DC-1.
1.2 SCOPE 1he scope of this instruction shall apply to Unit 2 designated cable tray hangers, excluding the main structural framework in Room No.134, and the Auxiliary and Electrical Control Buildings Rooms as listed below:
Roczn #
Rocza #
H:xxn #
Roczn #
sism un iJu lys 1150 128 148C 196 116 130 149 197 118 134 151B 202 120 134B 152 204 122 136 152A 208 123 137 194 1.3 ACROtWMS O
CPSES - Ccznanche Peak Steam Electric Station CADD - Conputer Aided Desian/ Drafting DCC
- Document Control Center ENY
- EBASCO, New York PFG Flow Group 4
SAG Analysis Group 1.4 RESPONSIBILITIES The Project Discipline Supervisor is responsible for providing technical direction am$ administrative guidance to the civil / structural engineering organization of Wtich the CTH Lhit 2 Special Analysis Group is a fart (See i
Figure No. 1).
3he Project Discipline Supervisor shall also assure doc.anents controlled at the jobsite shall be made available to DIY in a manner consnensurate with the controls of the d~-m at the jobsite. A periodic verification effort shall km established to assure these controls are inplemented.
The CIH Verification Program Suoervising Engineer has been delegated the specific functional responsibility for assuring inplementation of seasures described herein, for assuring that adequate tracking mechanisms exist to assure procer interface and control of tre collection of necesary information, assembly and forwarding of the information to off site CADD, and for receipt of drawings.
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'ItX;CO NuclGar Engineering
'INE-AB-CS-3, aev. O Septeser 3,1985 Page 2 O
The Project Coordinator shall support the CIH verification program supervising engineer by coordinating walkdowns, assembly and transmittal of "as-built" packages, interface activities, and by establishing and mintaining adequate tracking mechani=ns, or logs to assure positive control of all activities described in this instruction.
'Ihe Program Manager-New York Office (NYO), is responsible for assuring activities are controlled and performed in accordance with established engineering procedures / instructions and the EBASCO-New York (ENY) QA Program.
hhen specific individuals are designated by title in this instruction, it shall be assumed that the designee may act in that capacity. Docunentation of such designation shall be main *=i H within the applicable group.
A site Special Analysis Group will be performing engineering review activities for priority areas. This review shall conply with similar procedures established for the SAG department in New York. Areas for which site S 6 eview may be utilized are:
The CTH Verification Program Supervising Engineer shall assure that site changes to as-built drawings and/or the design of new cable tray hangers comply with TNE-DC-1. 'Ibe Design Engineer shall be acknowledgeable in the requirements of the Gibbs si Hill 2323-S-900 and TNE-S-900 series drawings.
The Design Engineering Supervisor is responsible for:
a.
Inglementation and coordination of interface activities.
b.
Establishing and mintal.ning adequate tracking mechanistis.
c.
Design calculation and drawing approvals.
d.
Training and training documentation.
'Ihe CIH Program Manager is responsible for ensuring activities within the purpose a:x1 scope of this instruction are cenpleted in accordance with the measures described herein.
'Ihe CTH Supervisor is responsible for inplementing this instruc-tion. 'Ihe CIH Supervisor shall coordinate the assembly and transmittal of " Bolt Hole Verification" packages, interface activities, and establish and maintain adequate tracking mechanisms or logs to assure positive control of all activi-ties described within this instruction.
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'IUGCO Mac. 1 Engineering
'lNE-AB-CS-3, Rev. 0-O Septancer 3,1985 Page 3 a.
Changes to new design support (DC) b.
Supports reguiring inooifications c.
Other activities directed by the CHI Verification Program Supervising Engineer Upon site-SAG acceptance, CDIVPSE shall approve the revised drawir,g. All sections of this instruction related to the three areas above that depict NY-SAG review nay also be performed try site-SAG.
1.5 Documents As used in this procedure, doctments consist of:
a.
Gibbs & Hill engineering drawings providing infornation on the "as-designed" conditions.
b.
Design change documents - Design Qian and Cornponent Modification Card (CMC)ge Authorization (DCA)
, EESV's.
c.
Applicable engineering specifications, procedures, and ihstructions.
d.
Applicable Sections of the FSAR.
e.
Other documents defined herein.
f.
Traveller package inspection attribute list.
g.
Inspection reports.
l.6 Orcaniz; tion and Interfaces The organization of the group responsible for the developnent O.
of the engineering walkdown and as-built drawings for the cable tray hangers is snown in Figure 1.
Figure 3 provides the Flow Chart for document interface within the groups.
2.0 PROCEIXJRE 2.1 COIIECTION OF PRELIMINARY DATA The CTH Project Coordinator at the CPSES site shall collect all necessary engineering and inspection documents for tne preparation of the as-designed and as-built drawings.
'Ihe CHI Project Coordinator shall request DCC or Gibbs and Hill to transmit the following documents appliable to each cable tray j
hanger:
a.
FSE 0159 Drawing.
l b.
Map Drawings (2323-E2-0500, 0600, & 0700 series drawings modified to shcw support numbers).
c.
2323-5-0900 series drawings.
l d.
Cable tray clanp/ clip details drawin
'INE-S2-900 series 'INE-Sl-900 series)g (From 2323-S-900 &
i e.
FSE 0179 Drawing (Map Drawings).
f.
DCA/CE's generated against 2323-E2-500, 600, 700 series drawings.
9 DCA/ CMC's generated against 2323-S-900 & TNE-S2-900 series i
of drawings.
h.
Inspection Reports.
- i. Generic Cni DCA's/CE 's.
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__.______________,__.__,-__....-___,,__....,_...___.._..___...,-_,,,_._____m_.
'IUGC0 Ntx:: lear Engineering
'INE-AB-CS-3, Rev. O Septecber 3, 1985 Page 4 2.2 PROGRAM MANAGER'S ACTlVITIES (PM-ENY)
Clanp/ clip details shall be sent to the Program Manager-EhY (PM-ENY) by the CIH Project Coordinator. D e PM-ENY shall assure that:
a.
All applicable generic and special cable tray hanger configurations are entered in CADD with arbitrary dimensions with enca group given a particular designation number 1s given a All clamp / clip details are entered in CADD, and each b.
specific designation number; only applicable details will be shom on CTH drawing, c.
All general notes and instructions are entered in CADD, and are given a specific identification.
2.3 PROCESSING OF "AS-BUILT" PACKAGES Sequence of activities required to generate "as-built" CTH packages is illustrated in Figure 3.
Se following instruction outlines the salient engineering tasks in each relevant step in the processing of me C::H As-Built coordinator shall prepare the following package for each support.
a.
A ESE 159 sketch with dimensions, location, floor elevation, available anchor details, number. sizes, bolting and welding connections.
b.
Applicable DCA/CE's c.
Applicable Inspection Reports Each package for each support shall be duplicated and the original and copy shall be placed in separate envelopes / folders.
Me original win be transnu.tted to the APM-ENY and the copy retainea in file program records. Envelops / folders shall be marked with the nunner of the suppor?., anc map numbar.
CIH "As-built" packages.
2.3.1 EBASCO, New York Processing of "Walkdown" Drawing he ENY team shall use CADD to generate the engineering walkdown drawings for the support. De engineering walxdown drawincs sMll include the necessary information provided by the site. 'Inis information will be displayed on a "B" size drawing, anc will consist of:
a.
Hanger identification.
D.
Manger general location and floor elevation.
c.
Hancer configuration in plan and elevation (dimensioned).
d.
Weld details.
e.
Details of anchorage if available or blocked out space.
f.
Details of clanps/ clips if available or blockea out space.,
g.
Reference to General Notes for engineering verification.
h.
Reference to input documents used in preparing the drawings includino DCA's & CMC's.
- i. Title bl6ck. A facsimile of the drawins is given in Figure 2*.
J.
Hilti bolt spacing violations showing acjacenc conponencs.
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'RJGCO mclear Engineering TNE-AB-CS-3, Rev. O Septenber 3, 1985 Page 5
-out and app'roval of the "walkdown" draw shall be as indi-Figure 2.
thesepreliminarydrawingsref the history and ogy to produce the "As-Built drawings. 'the "walkdown" drawings sitional and are not required to be retained.
2.% "Walkdom" Drawing
.on en the drawings shall be verified for conpleteness and
}y the checker in ENY, and the drawing shall be transmitted u Program Manager for approval and transmitted to TNE/DCC, ill, CIH Program Manager and EBASCD SAG for review and 2.4yme sering wa3Jcdown drawings shall be used for the walkdown of the hanger, was process will result in a mark-up of the engineering walkdown 2.4wn drawing shall correctly depict the in-field condition all the informatim necessary for QC verification. 'the all include the items listed in paragraph 2.3.1 and the dure applicable.
configuration.
O sions of bolt holes, edge distances, washar plates.
et configuratim dinensions and material sizes.
ig details and any necessary shims or gaps.
1 ment criteria for embedded strip or large plates.
1 ttion violstion acceptance to adjacent supports or components.
" bolt spacing violation acceptance to adjacent supports.
details for welded and bolted installations.
and skewed weld configurations cenply with paragraph 2.4.2 and 2.7.2.1 s instruction.
tray width, depen, span length to next support en each side of the t.
onal At*hnts to CIH showing type (i.e., conduit diameter) span
, etc.
- r. drawing may require transfer from the recorded field more readahle drawing. '!his transfer shall be ?_M1Iend inal recoroer.
2.4.1.ies i
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TUGCO Nuclear Engineering
'INE-AB-CS-3, Bev. O Septemoer 3, 1985 Page 6 2.4.2.1 "AS-BUILT" WEID MAP "As-Built" drawing generated during walkdown is used to produce a duplicate
& ff mylar. 'Dus mylar will be used to produm the Cable Tray Hanger "As-Built" Weld Map Drawing for "As-Built" weld verification.
drawing to DCC.
CE Group will issue Cable Tray Hanger "As-Built" weld map"As-Built" weld unp
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'Ihe Paper Flow Group shall stamp cn the Cable Tray Hanger b) drawing a verification staap as shown below under the Notes" section.
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"As-Built" By Date Welcing '1Dcnnician i
l verified By Date
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- u. msNm i
Incorporated on CTH Dwg. By Date l
'Ihis drawing shall be included into the CTH "As-Built" Weld Map Package.
j 2.4.2.2 cm "AS-BUILT" WEID WAIJ:DOWN Once the Cable Tray Banger "as-built" drawing is prepared, the CTHABC shall initiate and coordinate the "as-built" weld walkdown by welding technician ae' verification by QC inspector.
2.4.2.3 hecectance Criteria
'Ihe length of weld shall have + 1/4 inch tolerance in dimensions and weld size will not have any tolerance otner than that allowed in the welding procedures WES-29.
2.4.2.4 "As-Built" Weld Walkdown The welding technician shall request the Unit #1 Cable Tray Hanger "As-Built" welding map drawing frcm the Paper Flow Group and marx on the drawing in red ink the "As-Bu:,lt weld size, type and length for each CIH joint. On completion of "As-Built" weld mapping, welding technician shall sign off and date on appropriate cox on drawing.
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'IUGC0 Nuclear Engineering h
'INE-AEH::S-3, Rev. O September 3, 1985 Page 7 The QC inspector shall verify the welds on Cable Tray Banger "As-Built" Weld Map Drawing received from the Paper Flow Group. Any deviation between the weld size and length marked in red ink on the drawing shall be noted in black ink by the QC inspector by crossing out the affected dimensions and noting the new dimensions.
All crossed out dimensions shan have initial and date. On ocupletion of "As-Built" weld verification, QC inspector sha n sign off and date on appropriate box.
2.4.2.5 ENGINEERING EVAIDATION a) '!he QC inspector's weld length, type and size verification shall be considered as final in a case of a difference between the measurement of welding technician and QC inspector.
b) '!he engineer shall revise the Cable Tray Hanger "As-Built" Weld Map Drawing _tc incorporate actual weld size, type and length. '!his revised "As-Built" Weld j
Map Drawing shan be transmittec to DCC.
2.5 ENY GdNERATICN OF "AS-BUILT" DRAWDG
'Ibe marked-up engineering walkdown drawings shall be transmitted by the CIH Project Coordinator to the PM-ENY for use in preparation of the "as-built" CADD drawing. A copy of the narked-up walkdown sketch shan be kept on file by the Project Coordinator.
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Tne marked-up walkdown drawing win be sent to the SAG for the coninenoement.of applicable design control measures in accordance with established procedures.
Upon cx:grpletion of the SAG activities, the marked-up drawing win be used by CADD to generate,the "As-Built" drawing for the support.
2.5.1 SAG verification and Aporoval The "as-built" drawing generated CADD win be sent to the SAG for the ccanencement of applicaole design control measures in accordance witn establisheo procedures.
The approved "as-built" drawing will be transmitted by the PM-ENY to the site for distribution by DCC in accordance with established site procedure.
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'IUGC0 Nuclear Engineering TNE-AB-CS-3, Rev. O September 3, 1985 Page 8 2.6 CHAtGES 'IO "AS-BUILT" DRAWIN2i Any changes required in the "as-built" drawing due to QC inspection, the site review for cocpleteness, or SAG coaments will be resolved as indicated in the Flow Chart of Figure 3.
2.6.1 Review of Field Encineer Drawing
'Ihe Field Engineer (FE) shall verify that the hanger is installed at the specified location shown on the as-designed drawing. 'Ihe Field Engineer shall attach a copy of his notes for those hangers that are not installed in the required proximity. 'Ihe CIH Design Verification Engineer shall review the FE drawing for incorporation in the as-built drawing.
2.6.2 Voidino of FSE-159 Drawings Upon receipt of a Gibbs & "iu as-built or as-designed drawing, the CIH Project Coordinator sL.tli void the corresponding FSE-159 drawing.
2.7 NEW DESIGWMODIFIED AND INSTALLATION IN::im.A.;rION
'Ihe CIH Program Manager is responsible for the design of new cable tray hangers. 'Ihese "new" hangers are essentially undified or re-designed hangers requireo for resolution of field interferences, although first-time hangers may also be designed.
A Flow Chart has been provided in Figure 4 to delineate the responsible groups for preparation of the new cable tray hanger design. Group responsibilities and activities for processing new design hangers are essentially the same as outlined in previous paragraphs of tnis instruction.
Upcn conpletion of the craft installation, routing of the work package will De in accordance with Figure 3.
2.7.1 Desien verification Design verification will consist of calculation preparation, and checking and approving of drawings. 'Ihe following procedures will be l
used in performance of these activities:
a) Preparation, verifying (cnecking), reviewing, controlling and retraining engineering desien calculations _ in accordance with estanlished AE engineermg procecures and instructions.
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'IUGCO Nuclear Engineering O
'INE-AB-CS-3, Hev. O Septancer 3,1985 Page 9 dine Preparation, review revision, control and approv
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professional engineer seals with signature and d
applicable) of CADD generated s"mne 7
i
. procedures and instructions.
on Criteria _
tractability ils selected by the engineer shall provide a prac Consideration shall be given to interferenc i
ing, spans and constructability of the propose astauntion.
being inaccessible 1
awings Wiere the welds are recorded asld is neasured, the tre or where only one leg of the we. specify Fillet welds as
. tral angle greater than 135* shan not s of the support un3 l i trity of the certification calcu at on Tnus the ng symbol exhibits a "nachining requ m
Hole Dimensions idual support drawings shall shcnt the bolt h hc ize will be defined as the maxinun hole size liole sizes in struc-3d a mininun the size of 'the bolt.I conne in Hole sizes i
- er for bolt sizes up to 1 inch diameter.a hr fonows:
V16 inch (max.) larger than ncminal bolt d nd 11/4 inch in diameter.
/4 inch (max.) larger than nominal bolt diam 1
a diameter bolts.
f 2.8 die verification Criteria ble tray hangers of Uni-
) hundred arri thirty (230) ca ins-Aled before J
.y selected from ttose dricn we
)
'Ihe 1 C ni.
rification" for the bolt hole sizes in Un O
'HXXD Nuclear Engineering TNE-AB-CS-3, Hev. O September 3, 1985 Page 9 b.
Preparation, review revision, control and approval (including professional engineer seals with signature and initials as acolicable) of CADD generated succort drawines for new and maalfied hangers, in accordance wita estaD11sned AE engineering procedures and instructions.
2.7.2 Design Criteria 2.7.2.1 Constructability Details selected by the engineer shall provide a practical capability of installation. Consideration shall be given to interferences, e
v ing, spans and constructability of the proposed installation.
2.7.2.2 Welds on drawings M1ere the welds are recorded as being inaccessible to measure or where only one 1 of the weld is measured, the drawing shall specify the minien d size required. Fillet welds nude at a dihedral angle greater than 135* shall not be used for structural integrity or the certification m ir slations of the support unless the welding symbol exhibits a " machining required" note. Thus the weld symool shall not indicate a weld size on the as-built drawing.
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2.7.2.3 Bolt Hole Dinensions Individual support drawings shall show the bolt hole size requirement.
The size will be defined as the maxinun hole size, and the hole drilled a mininum the size of 'the bolt. Hole sizes in structural bolted connections may be 1/16 inen larger (max.) than nminal bolt dia::eter for bolt sizes up to 1 inch diameter. Hole sizes in anchor plates and angles (for Hilti-bolts and Richrrond screw arxtors) shall be as follows:
(a) 3/16 inch (max.) larger than ncrninal bolt diameter for 3/4, 1, l
and 1 1/4 inch in diameter.
l (b) 1/4 inch (max.) larger than nominal bolt diameter for 1 1/2 inch l
in diameter bolts.
2.8 Bolt !! ole verification Criteria The two hundred and thirty (230) cable tray hangers of Unit #2 will be randomly selected from those whien were ins-Med before January 1984 (the same time period for Unit #1 CN installations). 'Ihese rarxiomlv selected cable tray hangers of Unit #2 will also be used for the "Solt Hole Verification" for the bolt hole sizes in Unit #1 C2.
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TUGCO Nuclear Engineering 2NE-AB-CS-3 Septaser 3, 1935 Page 10 i
2.8.1 Initiation 2hc Cable Tray Banger Engineering group shall prepare and transmit approved " Bolt Hole Verification" drawings to DCC/ Paper Flow Group (PFG) for assembling specific " Bolt Hole Verification" drawing and operation traveler in a package for Q: inspections. The packages shall be controlled by Unit #2 PEU.
2.8.2 CTH " BOLT HOIZ VERIFICATION" WAIEDCM 2.8.2.1 Lw==ntation of verification Activities the CTH Supervisor shan==i_n*=in on a file, a list of individuals approved to coordinate and h
- t field verification activities.
The QC shall @==nt all inspection attributes per Construction Operation Traveler (Traveler) (Attachment 5) and shan be trained in use of Traveler and related attachment. The QA department win i
g conduct the Traveler QC training.
2.8.2.2 Encineering Walkdown The engineering walkdown team shan walkdown the CIH and prepare a drawing identifying each bolt hole with a unique nureer for each joint having bolted connections. The conplete drawing win contain as a miniman information show on Attachment 1 for each unique bolt hole. To faciliate QC documentation, the bolt information will be sunnarized as shom on Attacnment 2.
She " Bolt Hole Verification" drawing for each specific support shan be reviewed by the " Bolt Hole Verification" Supervisor and approved.
Upon approval, the drawing shall be transmitted to DCC for distribution.
2.8.2.3 Ooerational Traveler The craft (construction) win remove the bolts and nuts in such a sequence that the hanger say remain in a safe condition including tie-offs to adjacent structures or prop up as necessary and document on the Traveler (Attachment 5).
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'IUGCD Nx: lear Engineering
'INE-AB<.S-3 September 3, 1985 Page 11 he QC Inspector shall perform inspections listed on the Traveler and complete d~-==ntation on Table A and Table D (Attachment 5). Rese tables win be usea for coupleta verification and documentation of bolt holes of individual randomly selected Cable Tray Hangers and identified with suffix BH at the end of the drawing number (Attachment 1).
2.8.3 Removal of Bolts and Nats Se field engineering or osnstruction craft shan remove au bolts and nuts as specified on " Bolt Hole Verification" drawing for the specific cable tray hanger. Icose parts resulting from removal of the bolts shall be securec to the hanger.
2.8.4 2 e "As-Built" Bolt Hole Verification he QC inspector win document on Tables A & D (Attacnment 5) all inspection attribuces. Tables B & C (Attachaent 5 are used for this inspection and are referenced in the Traveler. After coupletion of all QC documentation on the Traveler (Attachment 5) the package will then be returned to the Cable Tray Hanger Group.
2.8.5 Dicineerino Evaluation The Cable Tray Hanger Group shall evaluate each CIH package after coapletion of t,p inspection on tne basis of the following acceptance requirements:
a.
When at*W to concrete, bolt hole sizes for anchors Hilti Super Kwik Bolts, Hilti Kwik Bolts and (Richmond) l Screw Inchors shall be as follows:
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1.
3/16" larger than nominal bolt diameter (max) for bolts up to and including 1 1/4" diameter.
2.
1/4" larger than nominal bolt diameter (max) for 1 1/2" diameter bolts.
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'IUGC0 Nuclear Engineering
'INE-AIKS-3, Rev. O l
September 3, 1985 Page 12 c.
Attachment of Cable Tray Clang (Angle) to support structure:
(a) Bolt hole size for 5/8" diameter H.S. bolt shall not exceed 3/4" diameter.
(b) Bolt hole size for 5/8" diameter A307 bolt shall not exceed 11/16" diameter.
d.
Attachment of Cable Tray Clanp (Plate or Angle) to Tray (bolt hole in plate or angle):
(a) Bolt hole size for 1/2" diameter round head bolt shall not be larger than 9/16" diameter.
(b) Bolt hole size for 3/8" dianeter round head bolt shall not be larger than 7/16" diameter.
Washers and washer plates shall be verified for proper selection ano for tolerances per Attachment 3.
For Engineering acceptance requirements of edge distance see 2.8.6 Discrepancies All discrepancies resulting from QC inspection and d~"==ntation shall be transmitted to EBASCO Special Analysis Group (SAG) - New Yorx - for engineering resolution.
t
' Die engineer (SAG) shall perform necessary calculation to determine the acceptance of dimension not conforming to =4M==
requirements:
a.
If after e-ale nlation it is acceptable to "Use As Is" SAG will confirm that in writing to site CIH Group, b.
If after e=le nlation it is not acceptable, SAG will revise the drawing to rework the affected unsatisfactory conditions.
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ItXXD Nuclear Engineering TNE-AfK:S-3, Rev. O Septemoer 3, 1985 Page 13 2.8.7 Reinstallation te craft shall reinstall the nuts and bolts removed during QC inspection per the Traveler (AM W nt 5).
The QC Inspector will perform installation inspection of bolts and nuts and sign off the Traveler (Attachment 5).
2.8.8 Documentation The QC Inspector will h-nt the inspection of bolt holes cn tne Traveler (Attacnment 5).
Inspection Reports shall be'used to document all unsatisfactory condition and a copy will be sent to CIH Group.
Final reports and sunmary shall be prepared by SAG to analyze the results and reconmendation to site engineering. This repc.
<ill be sent to Site Civil Engineering to transfer to the vault.
2.9 EVAIDATICN OF RACEhAYS FOR FIRE BARRIER ICADDG Class 1E and Category II electrical raceway (cable tray and conduits) whidt require "thernolag". fire barrier material shall be evaluated for structural adequacy in accordance with Design Basis Document DBD-CS-16.
All raceways requiring fire barrier naterial (thermolag) are identified by EDSG and transmitted to the Area Managenent Group, via CPPA, with a copy to the Civil / Structural Supervising Engineer or individuals in Civil / Structural Engineering discipline.
Civil / Structural Engineering shall maintain a file for all of the inccming CPPA let*Jrs.
After verification of "as-built", Task Team Engineering will " sign t
l off" on tne 'hernelag Operation Traveler (see Attachment 5).
Such l
verification and " sign-off" shall be performed within 72 hours8.333333e-4 days <br />0.02 hours <br />1.190476e-4 weeks <br />2.7396e-5 months <br /> of l
conmencement of the thermolag application.
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'!UG00 Nuclear Engineering
'NE-AB-CS-3, Rev. O Septentzer 3,1985 Page 14 7
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