ML20195F662
| ML20195F662 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 08/31/1984 |
| From: | BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.) |
| To: | |
| Shared Package | |
| ML20195F283 | List:
|
| References | |
| FOIA-85-59 ECP-10, NUDOCS 8606120238 | |
| Download: ML20195F662 (32) | |
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BROWN & ROOT, INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE ECP-10 8
08/31/84 1 of 9 TITLE:
ORIGIr\\ TOR
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DATE GR
'S A LATION REVIE1TT BY:
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TUGC0 QA DATE APPROV T BY:
[- 8I-If CONSTRUCTION PROJECT MANAGER DATE 1.0 TABIE OF CONTENTS
2.0 INTRODUCTION
2.1 PURPOSE 2.2 SCOPE 2.3 GENERAL REQUIREMENTS 2.3.1 Material Sources E
3.0 PROCEDURE 3.1 PREPARATION OF~ HANGER LOCATION AND FABRICATION DRAWINGS 3.1.1 Preparation of Hanger Iocation Drawings 3.1.2 Preparation of Fabrication Drawings 3.1.3 Drawing Revisions 3.1.4 Voided Hangers 3.1.5 lost or Damaged Hangers 3.2 FABRICATION OF HANGERS 3.3 INSTALLATION OF SUPPORTS
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3.4 OPERATION TRAVELER 3.5 HANDLING OF CABLE TRAY SUPPC3TS 3.6 INSTALLATION OF CABLE TRAY 3.7 HANDLING OF CABIE TRAY 4.0 ATTACHMEES
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2.0 INTRODUCTION
2.1 PURPOSE The purpose of this procedure is to prescribe the acceptable method of fabricating, storing, and installing cable tray and cable tray supports in Category 1 buildings.
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BRCWN & ROCI, INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 1 og 1 ATTACHMENT 9 DOCUMENT ROUTING TO THE DOCUMENT CONTROL CENTER DOCUMENT I.D.
DATE:
FROM:
(ORGANIZATION)
HANDLING INSTRUCTIONS DISTRIBLTIE i
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HOLD FIII ONLY - NO 'JISTRIBITrION ROUTE FOR APPROVAL (rROCEDURES ONLY)
OTHER NO. OF COPIES:
DISTRIBUTION:
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P lea se tract this drawirst per G & H Dwg:
Revisio n:
in the Field Dwg. Control tog:
RECEIPT ACKNOWLEDGE ROUTED BY:
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BROWN & ROOr, INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 2 of 9 2.2 SCOPE The scope of this procedure covers fabrication, painting, erection, installation, welding, storing, and inspection of cable trays and cable tray supports in Category I buildings.
It also covers the preparation and controlling of hanger location and fabrication drawing s.
For the intent of this procedure, Unit 2 shall be defined as the cable trays and cable tray supports located outside of the Unit 1 physical security boundary with the exception of the Unit 2 cable trays and cable tray supports located in the following rooms.
Room #
Room #
Room #
1153 130 152 115D 134 152A 116 134B 194 118 136 19 5 120 137 196 122 138 19 7 123 148C 202 126 149 204 128 151B 208 2.3 GENERAL REQUIREMENTS 2.3.1 Material Source s 2.3.1.1 Cable trays and fittings are to be those purchased in accordance with Specification ES-19.
2.3.1.2 Grounding fittings are to be those purchased as called for.on the Bill of Materials Drawing El-1800 or E2-1800.
l 2.3.1.3 Material used for identification are to be purchased in accordance with Specification ES-100.
2.3.1.4 Pa tent structural items are to be those purchased on safety-related purchase orders in compliance with Specification SS-16B.
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PROCEDURE EFFE CTIVE
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CPSES NUMBER REVISION DATE PAGE JOB 35-1195 08/31/84 3 of 9 E CP-10 8
Structural steel members (A36 or A500 GRB, any other to be approved 2.3.1.5 by Engineering) are to be those obtained from the iron fab shop or designated "Q" storage areas.
3.0 PR OCEDURE 3.1 PREPARATION OF HANGER LOCATION AND FABRICATION DRAWINGS 3.1.1 Preparation of Hanger location Drawings Upon receipt of approved G&H engineering drawings, showing location and size of cable tray supports, the Civil Drafting Section shall prepare a support map as follows:
1.
Obtain a full size legible copy of the plan drawing showing the location of the support hanger s.
Identify the print as a cable tray support map and list the 2.
FSE number in the title block.
3.
Identify each cable tray support with a unique number.
If more than one support is at a specific location, the unique number will be determined by each elevation. (See Attachment 8).
4.
Log assigned support number in the Cable Tray Ranger Index to avoid duplication.
(See Attachment 2).
5.
Upon completion of drawing, submit to the Project Civil Engineer or his designee for approval.
3.1.2 Preparation of Fabricatior Drawings Preparation of fabrication / detail drawings FSE-00159 is to proceed l
as follows:
1.
An undimensioned drawing shall be prepared for each con-figuration of support.
Copies of these drawings shall be used for individual hanger detail drawings.
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2.
A detail drawing shall be prepared for each support by adding dimensions derived from the G&H drawing to each copy of the basic support type drawing. Location of the hanger will be
'shown on the detail drawing. Attachments to concrete or embedded plates are shown for re ference only. The determination
-of detail to be used will be made in the field in accordance with C&H drawings and/or field sketches prepared by site Engineering.
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PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 4 of 9 NOTE: FSE-00159 detail drawings issued prior to 5-26-81 may not show the location of the support.
Location on these supports have been obtained by the field craft and quality control inspectors by the use of the support map dlawing and the C&R design drawing. The se detail drawings issued prior to 5-26-81 are not required to be revised and reissued to add the location of the support.
3.
The complete drawing shall be identified with the unique support neber as the sheet number. Log the neber in the Cable Tray Hanger Index to avoid duplication.
(See Attach-me nt 2).
4'.
The Project Civil Engineer or his designee.will approve the detail drawings.
5.
Each drawing shall be sent to DCC for distribution as per DCP 3.
Civil Engineering will send original drawings to DCC and log such transmittal on attachment 1. DCC clerk will initial FSE 00159 distribution sheet as an acknowledgement of receipt of these drawings.
Map drawings too, shall be sent to DCC by Document Routing form (see attachment 9).
DCC clerk will acknowledge the receipt.
l 6.
If it is determined that the hanger cannot be erected per the ------
detail drawing, field personnel shall contact the Civil / Structural Engineering Group for resolution.
7.
The Civil / Structural Engineering Group will resolve the erection problems using Component Modification Cards (OfC's) or Design Change Authorization (DCA) and shall inform the Project Civil Engineer or his designee of any changes or modifications.
8.
FSE-00159 will only be revised if a complete hanger refabrication is required via a CMC or DCA. The original hanger number shall remain the same, s'
9.
Distribution of the revised drawing shall be made in acco',r-dance with Step 5 above.
I 3.1.3 Drawing Revisions j
1.
Upon receipt of an-approved C&H Engineering Drawing revision showing location or configuration of revised
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BROWN & ROOr, INC.
PRCCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 08/31/84 5 of 9 ECP-10 8
cable tray supports, identify it with the latest approved associated FSE Drawings per Section 3.1.1 and prepare fabrication drawings per Section 3.1.2.
All revisions shall be shown on all drawings and area revised shall be noted.
3.1.4 Voided Ha nger s 1.
If a hanger is voided per a OfC, DCA, or C6H Drawing revision, the FSE-00159 shall be marked " Void" and all pertinent information identifying the reason for voiding will be written on the FSE-00159.
(i.e., void per OtC-13656 etc.).
2.
The revise; /SE-00159 shall be distributed per Section
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3.1.2.5.
3.
The hanger location map drawing shall be revised to remove the voided hanger and distributed per Section 3.1.1.5.
4.
The Cable Tray Banger Index log shall also be revised to show voided hangers and retained in the Civil Drafting section. The reason for voiding support shall also be shown in log.
5.
It is not required that FSE-00159 Drawings that were voided, and discarded prior to May 1980 be rep 1' aced and reissued as "VO ID".
If a void FSE-00159 Drawing is necessary for Engineering or inspection purposes, replacement request must be made by 3 part memo.
3.1.5 Iost or Damaged Hangers 1.
If a hanger is lost or damaged prior to being accepted by QC, it shall be reworked or refabricated per applicable procedures.
b The original cable tray hanger number will remain the same.
2.
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PROCEDURE EFFECIIVE CPSES N!!MBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 6 of 9 3.
If a hanger is damaged after being accepted by QC, the unsatisfactory / nonconforming condition will be reported by "C in accordance with QA/QC procedures. Hanger will be t odified in accordance with site procedures.
3.2 FABRICAT 'ON OF HANGERS 3.2.1 Cable tray hangers may be either field or shop fabricated.
Material shall be selected and cut in accordance with the design doctanents. The FSE-00159 sheet number of the fabrication /.
detail drawirs (unique hanger number) shall be marked on each a ssembly.
3.2.2 Welding shall be performed, as indicated by the details provided on the design drawings and /or field sketches prepared by site Engineering, by welders qualified to AWS D1.1 and B&R weldits specification WES-029. The following WPS's shall be used:
10046 - All cases except flare bevel 10074 - LLaited access only 11032 - Flare bevel only
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All welds may be either shop or field welds. QC inspection of weldits shall be performed prior to painting.
3.2.3 Upon completion of work on the fabricated assembly and before painting, the unique nunber assigned per FSE-00159, shall be stamped on the suppport where it shall remain visible after the cable tray is installed. This shall be done using approved marking dies. For supports that have been covered with fire pro-tective coatings, the I.D. number shall be transferred to metal tags which shall be affixed to the support by banding around structural members.
Afte(fabrication, components shall be painted in accordance with 3.2.4 r
as applicable.
3.2.5 Protective Coating Traceability All shop coated steel that requires protective coating and is cited for installation in the Reactor Building shall be stamped with a y
unique coating code number.
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eROCEcuRE ErPECTIvE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 7 of 9 Unique code numbers shall be assigned and applied in accordance with CCP-30 and CCP-30A.
Upon division of materials, the unique coating code number shall be transferred alorg with other unique material identification ntsnbers.
The transfer of unique coating code numbers shall be witnessed by QC.
Additionally, upon division of material, any Q-coated steel that re-1 If coating ma,in,s in stock shall maintain its, coating code number.
3 code number transfer is necessary to accomplish this, it shall be 1
j witnessed by QC as stated in applicable QC instructions.
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3.3 INSTALLATION T SUPPORTS 3.3.1
' Cable tray supports shall be installed in accordance with the design drawings and/or field sketches prepared by site Engineering.
All bolted connections shall be in accordance with CEI-20, approved G&H drawings and the AISC Code (Seventh Edition). All welded
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connections shall be performed per Section 3.2.2 and in accordance with CCP-45.
3.3.2 If gap (s)' exist between the base plate and concrete which exceed i
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.0625" in depth and the gap (s) involve more than 20% of the base C
plate surface area, an approved epoxy grout may be used to increase the bearirg surface of the plate. Thickness of the epoxy grout shall not exceed.5" in depth unless authorized by engineering. Crouting l
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operations shall be performed in accordance with B&R Engineering Instruction 3 5-1195-CEI-25.
3 Note: Cement or epoxy grout is not needed for cable tray supports attached to a horizontal or vertical surface, above a floor, provided shims are used as shown on Attachment 7.
l 3.4 OPERATION TRAVEIIRS I
3.4.1 All field fabrication and installation of cable tray hangers shall be performed using an operation traveler per CP-CPN 6.3.
-(See for Unit 1). (See Attachment 5 for Unit 2) 3.1.4a shall be completed by personnel performirs reinspection of Unit 2 cable tray hangers installed prior to 8/10/84.
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ea0CEDuaE EPrEct1vE CPSES NUMBER REVISION DATE PAGE t
JOB 35-1195 ECP-10 8
08/31/84 8 of 9 3.4.2 All fabrication and installation of Unit 2 cable tray clamps after 8/31/84 shall be performed using an operation traveler l
per CP-CPM 6.3.
(See Attachment 6) 3.4.2a shall be utilized for any rework of Unit 2 cable tray clamps installed on or before 8/31/84.
3.4.3 All shop fabricated hangers will be documented in accordance with l
applicable QC procedures.
4 3.4.4 All rework for Unit 1 shall be performed using a rework traveler in accordance with CP-CPM 6.3. (See Attachment 4) l 3.4.5 Conduit supports attached to cable tray hangers will require Ergineering approval and will be installed and documented in accordance with ECP-19.
3.5 HANDLING OF CABE TRAY SUPPORTS 3.5.1 All cable tray supports shall be handled and stored in accordance
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with MCP-10.
1 3.6 INSTALLATION OF CABIE TRAY
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3.6.1 Cable tray and fittings are to be installed in accordance with approved G&H. drawings and within tolerances specified in ES-100.
3.6.2 All color coding, marking and identification of cable tray shall J-p be performed per ES-100.
1 3.6.3 The cutting of full cable tray lengths is to be done utilizing hand tools and power equipment such as skill saw with carbide blade, reciprocating saw, etc.
Any sharp burra and edges shall j
l be filed or ground smooth. Any damage to the galvanized finish of the cable tray, including field cuts is to be repaired by application of galvanox paict within twenty-four hours.
3.6.4 Welding of cable tray fittings and miscellaneous hardware (splice plates, heavy duty plates, SP9 clips, etc.) shall be done as indi-cated on C&H drawings by welders cualified to AWS DI.1 and WES-29.
t Weld procedure specification (WPS) approval will be obtained from Welding Engineering on a case by case basis.
3.6.5 Welded cable tray fittings will be documented in accordance with the applicable QC procedures. A unique "E" number will be assigned to each fitting which will signify acceptance and provide traceability.
s A log shall be kept in the welding shop by the Electrical department.
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PROCEDURE EFFECIIVE i
CPSES NUMBER REVISION DATE PAGE 1
JOB 35-1195 e
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ECP-10 8
08/31/84 9 of 9 s
f Welded miscellaneous hardware (splice plates, heavy duty plates, SP9 l
clips, etc) will be documented on operation traveler in accordance with CP-CPM 6.3.
(See Attachments 3, 4, 5, and 6).
Note:
The system used prior to this revision did not require l
travelers or WFML's.. Acceptance was provided by the "QC g
Acceptance" stTcker.
Items for which status indicators such as the stickers, inspection reports, travelers, l'
and/or WFML's are available, are acceptable and do not J
require reinspection. However, if none of the aforemen-tioned status indicators are available the welds shall be cleaned by the craft and inspected.by QC in accordance with the applicable QC procedure.
3.6.6 Grounding of cable tray is to be done in accordance with the details 1
on the C&H Engineer 1rg drawing.
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3.6.7 Cable tray covers shall be installed in accordance with approved G&R drawings.
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Installation and inspection of cable tray is documented in accordance s
3.6.8 I
with applicable QC procedures.
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3.6.9 When Richmond inserts are used, thread engagement into the insert shall be at least 2 X bolt diameter plus 1/8".
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i 3.7 HANDLING OF CABIE TRAY i,
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- 3. 7.1 All cable tray shall be handled and stored per MCP-10.
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4.0 ATTACHMENTS f
i 1 - FSE-00159 Distribution 2 - FSE-00160 Cable Tray Hanger Index
.3 - Operation Traveler (Unit 1) 4.- Rework Traveler (Unit 1) 5 - Fabricate and Install Cable Tray Support Operation Traveler (Unit 2) 6 - Fabricate and Install Cable Tray Clamp Operation Traveler (Unit 2) 7 - Shim Detail 8 - Multiple Unique Number Identification 9 L Document Routing Form' A
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CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 1 of 1 ATTACHMENI 1
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PROCEDURE EFFECTIVE tv CPSES NUMBER REVISICN DATE PAGE JOB 35-1195 ECP-10 8
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BRCEN & RCC, INC.
PRCCEDURE EFFECIVE CPSES NUl!BER REVISION DATE PAGE n
JOB 35-1195 ECP-10 8
08/31/84 1 of 2 ATTACHMENI 3 c:nsrau:m : c.*t.uren imEu.1.s-uss TRAVELIA NC.
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PRCCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PACE JOB 35-1195 ECP-10 8
08/31/84 2 of 2 l
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PRCCEDURE EFFECIIVE CPSES NUMBER REVISICN DATE PAGE i
JOB 35-1195 ECP-10 8
08/31/84 1 of 3 ATTACIO(ENT 4 CCNSYRUCTIC?f C7EM7 CN TMVO,"R COMT1tdUATICN. _ _
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PROCEDURE EFFECIIVE CPSES NUMEER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/3 /84 2 of 3 ATTACHMENT 4 (Cont'd)
PaE _ OF TRAVELIX Mo.:
WELS INSPECTTCM CCCDENTaTTCM CMO W
WK 9ttG TG 9tE3 gns c. cn NOTE:
The welding of misdrilled holes is a result of misfabrication or design change and is not a base metal defect and may be accomplished without an RPS. QC shall be notified prior to the start of welding for the purpose of identifying the location of the weld.* Hole locations shall be documented in the space provided below by Craft or QC, (use of this card for plug melding valid for CP-CP 11.10 calvi_
1.
QG to verify repair location.
~
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QC to verify repair for final visual accep.
tance.
3.
Weld identified with weldors' symbol:
OC:
- 302 EEGMED FCR ITD15 INSTAILED PER QI-QP 11.10-2 PARA. 3 1.6.
N
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.s BROWN & ROOr, INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PACE JOB 35-1195 ECP-10 8
08/31/84 3 of 3 i
ATTACHMENI 4 (Cont'd) 1
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PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PACE JOS 35-1195 ECP-10 8
08/31/84 1 of 6
~ ATTACHME:fr 5
,.y CCMSTRUCTION CPERATICN TMAVELER 25 -419 5 IPWENT NO.
UNIT N'\\
CUANTTTY
- pQcp,
@ TRAVELER NQ.
@ ACTIVITY CE3CRIPTICf4 GREFERENCE CRAWING3 LCCATTCN g3Y5 TEM
@5PEC/ PROC / ENG.lN5TM.
P8tEPARED SY DATE DEPT.
REvtEwCDBY DATT.
ANI REVtEW N/A DATE N/A M,$"
CABLE TRAY SUPPORT
,u op. na cert cernsrton For general notes see backside of this traveler.
IA. CRAFT HANGER DESCRIPTION DRAWINGS:
CASE:
HANGER TYPE:
jj DETAIL:
4
- 18. CIVIL Items listed in operation 1A and 5. D.1 satisfy design re-ENG.
quirements for this installation.(CE to initial and date 2
CRAFT SUPPORT B'OLTING entry at 50.1)
QC(V)
A.
STRUCTURAL BOLT INSTALLATION PER G&H DRAWING; VERIFY PER QI-QP-11.10-ZA:
NUMBER OF SOLTS 3.
TIGHTENED TURN OF, NUT SNUG: TIGHT IF TORQUED: MATE NUMBER
=
UNSATISFACTORY CONDITIONS LISTED ON IR B.
HILTI BOLTS INSTALLATION PER G&H DRAWING /CEI-20. VERIFY PER QI-QP-11.2-1.
1.
NUMBER 2.
SIZE x LENGTH
'. SUPER KWIK REGULAR 3.
INSPECTION AS SHCWM ON IR-MH C.
RICHNOND INSERT BOLT INSTALLATION.?ER G&H DRAWING /CEl-20 VERIFY PER QI-QP-11.2-1.
1.
NUMBER 2.
SIZE 3.
$NUG TIGHT 4.
UNSATISFACTORY CONDITIONS LISTED ON IR
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BROWN & RCOI, INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 2 of 6 ATTACHMENT 5 (Cont'd) 3' CONSTRUCTION CPOLATION TRAVELER CONTINUATION TRAVELER NO.
ACTIVITY CESCRifrrtCN Pace E or_
PREPARED BY DATE REVIEWED SY DATE ANI REVIEW N/A DATg N/A fee,,sm
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AM ORT u,
w ce no een enomen
- 3. :!VIL CIVIL ENGINEERING APPROVAL TO ATTACH TO EMBEDCED PLATES.
ENG.
4
- RAFT SUPPORT WELDING QC A.
FIT UP INSPECTION FOR PARTIAL ?ENETRATION, FULL PENETRATION PER QI-QP-11.21-1 AT:
1.
HANGER TO EMBED 2.
HANGER MEM ERS UNSATISFACTORY CONDITIONS O STED ON IR 8.
FINAL VISUAL INSPECTION PER QI QP-11.21-1 AT:
1.
HANGER TO EMED WELDERS SYMOL -
2.
HANGER MEMBERS WELDERS SYMOL:
UNSATISFACTORY CONDITIONS LISTED ON IR C.
WELDING OF MISDRILLED HOLES / UNUSED HOLES VERIFIED PER QI-QP-16.0-5, QI QP-11.21-1:
i la UNUSED MISD. RILLED 2.
L,0 CATION (QC verify prict to welding)fn I
3.
FINAL VISUAL INSPECTION 4.
WELDERS SYM OL~
UNSATISFACTORY CONDITIONS LISTED ON IR 5.
CRAFT SUPPORT INSTALLATION
. DWG QC(V)
A.
LOCATION IN ACCORDANCE WITH:
DCA/ CMC B.
ELEVATION IN ACCORDANCE WITH: OWG DCA/ CMC C.
UN!QUE ID NUMBER VERIFIED AS PER,: DWG D.
CONFIGURATION VERIFIED PER QI-QP-11.10-2A AS FOLLOWS:
1.
TYPE OF SUPPORT TRANSVERSE LONGITUDINAL MENER'IZEANDSHAPE 2.
S 3.
MEMBER LOCATION (SUPPORT DIMENSIONS INCLUDING BOLT 4.
WORK POINT E.
UNSATISFACTORY CONDITIONS LISTED ON IR
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PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 3 of 6 ATTA..CHMENI 5 (Cont'd)
CONSTRUCTION CPERATICN TRAVELER CONT 1NUATICN TRAVELER NCL ACTIVITY DESCRIPTION
_ aCT_._cr _
PREPARED SY DATE R EVIOW ED SY, _,,,_
DATE ANI REVIEW N/A CArg N/A
'QA/QC CABLE TRAY SUPPORT courn no a wi
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CRAFT REWORK - NO REWORK TRAVELERS. IRN's ARE REQUIRED FOR COMPLETED GC OPERATIONS THAT REQUIRE CORRECTION PROVIDED CPM 6.3 (v)
AND CPM 6.10 ARE MAINTAINED. EXPLANATION OF CORRECTED OPERATIONS SHALL BE 00CUMENTED BELOW. ONCE OPERATION NO. 7 15 SIGNED OFF A REWORK TRAVELER WILL BE REQUIRED
~
t ANY DEVIATION FROM THE ABOVE SHALL REQUIRE QE APPROVAL 1
(This operation can also be used to document any rework of items installed and inspected l
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PROCEDURE EFFECTIVE
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CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 4 of 6 ATTACEMENr 5 (Cont'd)
PAGI CF TRAVEL G No.:
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PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAG JOB 35-1195 ECP-10 8
08/31/84 5 of 6 ATTACHMENT 5 (Cont'd)
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PROCEDURE EFFECIIVE (R
CPSES NUMBER REVISION DATE PAGE
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08/31/84 6 of 6 i
ATTACHMENT 5 (cont'd)
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enoCEcuaE ErrEctrvE CPSES NUMBER REVISICN DATE PAGE J03 35-1195 ECP-10 8
08/31/84 1 of 5 ATTACHMENT 6 CCNSTRUCTICN CPERATICN T7t avF'.st 25-1495 IPMENT NC.
UNIT NQ.
CUANTITY Pane 1CF_
Q TRAVELER NO.
REFERENCE CRAWLNG3
@ ACTIVITY CESCRIPTICM g 3YS T LM L.CCAT:CN QsPG".4McCJ ENG. tNsTR.
PREPARED SY CATE CEPT.
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Ans c P-etPt i cetmation CABLE TRAY CLAMPS For general notes see back of this traveler.
IA. CRAFT CLMP, DESCRIPTION DRAWINGS:
SUPPORT TYPE TRANSVERSE LONGITilDINAL
- 18. CIVIL Items listed in Operation IA satisfy design requirements for ENG.
this installation.
2.
CRAFT UN!QUE ID NUMBER VERIFIED AS
- &E QC(V)
Mb 3.
WELDING OF MISDRILLED HOLES / UNUSED HOLES VERIFIED PER l.
)
QI-QP 16.06 and QI-QP 11.21-1:
1.
UNUSED MISDRILLED 2.
LOCATION (QC verify prior to welding) gg 3.
FINAL VISUAL INSPECTION 4.
WELDERS SYMBOL
- JMSATISFACTORY CONDITIONS LISTED ON IR 4.
CRAFT SPLICE PLATES / SIDE PLATES / HEAVY DUTY CLIPS QC(V)
A.
INDICATE NUMBER, TYPE AND MEANS OF ATTACHMENT TO SUPPORT
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HEAVY DUTY FRICTION SPLICE PLATE OTHER WELDED MELDED WELDED WEULT BOLTED BOLTED BOLTED BOLTED ITEMS LISTED ABOVE COMPLY DIMENSIO NLLY WITH DWG/DCA B.
FOR WELDING OPERATION "4A" QC VERIFY:
1.
FIT UP INSPECTION FOR F4RTIAL PENETRATION AND FULL PENETRATION PER QI-QP 11.21-1 2.
FINAL VISUAL INSPECTION PER QI-QP 11.21-1 J
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PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 2 of 5 ATTACHMENT 6 (Cont'd)
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PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 3 of 5 ATTACHMENT 6 (Cont'd) 1-
/
PAGE3)F Tuve.n no.:
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PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 4 of 5
~-
ATTACHMENT 6 (Cont'd)
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BROWN & ROOr, INC.
PROCEDURE EFFECIIVE
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CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 5 of 5 ATTACHMENT 6 (Cont'd)
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PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PACE JOB 35-1195 ECP-10 8
08/31/84 1 of 1 ATTACHMENT 7 SHIM DETAIL
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BROWN & R00I, INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP-10 8
08/31/84 1 of 1 ATTACHMENT 8 MULTIPLE UNIQUE NUMBER IDENTIFICATION
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Unique numbers designating hangers in same location but different elevations shall be shown on the map l drawing. Below is an example of this designation process.
13401 (821 '-6")
13402 (83 2 '-0 ")
J 13404 (810 '-4 ")
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13403 (812 '-10")
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i FOR REFERENCE ONLY Any combination of the nunbering sequence is acceptable; however, there shall be no duplication of numbers. De tailed location, elevation and configuration is given on the FSE-
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