ML20211K085
| ML20211K085 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 07/30/1984 |
| From: | Koch D, Laura Smith BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.) |
| To: | |
| Shared Package | |
| ML20211J491 | List:
|
| References | |
| FOIA-85-59 ECP-19, NUDOCS 8606270148 | |
| Download: ML20211K085 (22) | |
Text
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BROWN & ROOT, INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE O.-
I ECP 19 10 07/30/84 1 o f 10 e'/ f u f d v e c TITLE:
ORIGINATOR f.
/
Date REVIEWED BY:
2714td /
T EXPOSED CONDUIT /
' & R QA Da t'e JUNCTION BOX AND HANGEF
'/
FABRICATION AND gg y-M-M INSTALLATION TUGC0 Date
@ & 4 aWf 7'M-W APPROVED BY:
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CONSTRUCTION PROJECT MGR Date 0{
8 o.1 TABIE OF CONTENTS i
HANGER FABRICATION (For Seismic Conduit / Junction Box Supports)/
1.0 2.0 HANGER INSTALLATION 3.0 SAFETY RELATED CONDUIT PREPARATION 4.0 CONDUIT INSTALLATION 5.0 CONDUIT /JUNCIION BOX IDENTIFICATION
6.0 REFERENCES
1.0 HANGER FABRICATION (For Seismic Conduit / Junction Box Supports) 1.1 Material used for hanger fabrication shall be in accordance with detail drawing S-910/S2-910. sStructural steel members are to be those obtained from the Electrical Fab Shop or designated I'"f"1 "Q" storage areas. 4
/
1.2 Welding shall be done as indicated on detail drawing S-910/S2-910 by welders qualified to WES-029. The following WPS's shall be I
rvi :::c 10046 - All cases except flare bevel 10074 - Limited Access only g
11032 - Flare bevel only
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D Any joint configurations or materials not covered by these WPS's l
C W1 will be assigned welding procedures by Project Welding Engineer.
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All welds may be either shop or field welds. QC inspection of F"T'1 M welding shall be performed prior to painting.
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CC3 1.3 At the time of drawing welding rods, the drawing number S-910/-
2 S2-910 shall be listed on the WFML (Weld Filler Material Log, F'"" ), and shall be returned to the rod house at the end M
of each day.
1.4 All welds shall be identified by welder's symbol (near the welds).
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8606270148 860617 G
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I BROWN 8: ROOT, INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PACE O
ECP 19 10 07/30/84 1 o f 10 TITLE:
ORIGINATOR ** See oristinal cover sheet **
DATE EXPOSED CONDUIT /
REVIEWED BT:** See original cover sheet JUNCTION BOX AND TUGC0 QA DATE HANGER FABRICATION AND INSTALLATION APPROVED BY:** See original cover sheet CONSTRUCTION PROJECT MANAGER DATE i
o.1 TABIE OF CONTENTS 1.0 HANGER FABRICATION (For Seismic Conduit / Junction Box Supports) 2.0 HANGER INSTALLATION 3.0 SAFETY RELATED CONDUIT PREP ARATION 4.0 CONDUIT INSTALLATION 5.0 CONDUIT / JUNCTION BOX IDENTIFICATION
6.0 REFERENCES
1.0 HANGER FABRICATION (For Seismic Conduit / Junction Box Supports) 1.1 Material used for hanger fabrication shall be in accordance with detail drawing S-910/S2-910. Structural steel members are to be those obtained from the Electrical Fab Shop or designated "Q" storage areas.
1.2 Weldirg shall be done 'as indicated on detail drawing S-910/S2-910 by welders qualified to WES-029. The following WPS's shall be used:
- j 10046 - All cases except flare bevel 10074 - Limited Access only 11032 - Flare bevel only Any joint configurations or materials not covered by these WPS's will be assigned weldirg procedures by Project Welding Engineer.
All welds may be either shop or field welds. QC inspection of, welding shall be per formed prior to painting, 4
1.3 Weld filler material shall be issued in accordance with CP-CPM 6.9B.
The WFML (Weld Filler Material Log, Attachment 4) shall list the specific component, traveler, or other identification of the item to be welded. Unit 2 items requiring welding shall have the WFML included in the documentation package in accordance with
- q CP-CPM 7.1.
1.4 All welds shall be identified by welder's symbol (near the welds).
ECP-19 Rev. 10 DCN #1 09/13/84 Sheet 2 of 4
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JOB 35-1195 COMANCHE PEAK STEAM ELECTRIC STATION 4
l Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 1 Notice applicable to Construction Procedure No. 35-1195-ECP-19 Rev. 10 This change will be incorporated in the next revision of the procedure.
Change the procedure as follows:
Please replace the following pages with the attached:
Page 1 of 10 2 of 10 and 9 of 10
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Reviewed by:
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Originator Date Brown & Root Quality Assurance Date
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WM h /i- $f Approved by:
TUGC0Qualit'yAssurancj/
Date
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PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PAGE
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JOB 35-1195 ECP 19 10 07/30/84 2 o f 10 2.0 HANGER INSTALLATION 2.1 Seismic Conduit / Junction Box supports shall be installed as shown
, on typical drawing S-910/S2-910. All bolted connections except
- Hilti bolts shall be torqued according to S-910/s2-910.
If Hilti bolts are used, they shall be installed in accordance with CEI 20.
2.2 Non Seismic Conduit / Junction Box supports shall be installed per typical deta'.ls shown on drawing El-1705 or applicable Gibbs & Hill drawings.
2.3 Unit I construction travelers for conduit supports will be initiated and issued by Electrical General Superintendent as per CPM-6.3 (See Attachments 1, 2, and 3 ). See Paragraph 5.4, Ca se 5.
for welded
~ lighting conduit supports only.
Unit 2:
Construction travelers for conduit supports will be initiated and issued by P.F.C. as per CPM 6.3. (Sec Attachment 6)
NOTE:
Specific construction travelers shall be prepared for
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individually engineered conduit support s ("IN") wh ic h have weld numbers assigned by engineering.
Unit 2 welded lighting conduit support travelers will be issued by P.F.G. as per 6.3, paragraph 5.4, case 5 upon crafts request.
2.4 When Richmond inserts are utilized, thread engagement into the insert shall be 2 X the bolt diameter plus 1/8".
2.5 Base Plate
- Grouting 2.5.1 Inside Containment Use:
Caps between the base plate and the concrete shall not exceed 1/16" for a minimum of 80% of the base plate. The gap between the plate and concrete for a maximum of 20% of the plate may exceed 1/16 inch but at no point shall the gap exceed 1/2".
l The gap shall be measured from the periphery of the base plate If these conditions cannot be met the gap shall be filled with l
epoxy grout.
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i ECP-19 Rev. 10 DCN #1 09/13/84 Sheet 3 of'4 l
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BROWN & ROCI, INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP 19 10 07/30/84 3 of 10 2.5.2 Outside Containment Use:
Gaps between the base plate and the concrete shall not exceed 1/16" for a minimum of 80% of the base plate. The gap between the plate and concrete for a maximum of-20% of the plate may i
exceed 1/16 inch but at no point shall the gap exceed 1 inch.
The gap shall be measured from tha. periphery of the. base plate If these conditions cannot be met the gap shall be filled with epoxy grout.
3.0 SAFETY RELATED CONDUIT PREPARATION 3.1 The cutting, reaming, threading and bending of galvanized steel conduit shall be done usig hand or power tools approved for this purpo se.
3.2 Field cuts shall be made square and reamed to remove burrs and rough edges. Threadig shall be accomplished to produce a standard U.S.
conduit taper thread.
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4.0 CONDUIT INSTALLATION 4.1 Conduit shall be installed in accordance with approved drawings and within the tolerances specified on the drawings. Separation require-ments (criteria) between conduit and tray or between tray and tray having separate raceway function should be maintained to the extent practical in order to avoid excessive rework at a later date. QC personnel will be conducting randon in-process inspections for the.
purpose of assisting in this ef fort. The results of these inspections shall be utilized to develop system punch lists to assure construction completeness. When complete, QC shall be notified by engineering /
construction so that formal final inspection can be completed.
4.2 Joining of conduit shall be done using strap wrenches. Any damage to the galvanized surface is to be repaired by application of Galvanox paint, within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.
4.3 USE OF CONDULETS - Where installations needs require the use of condulets, the following guidelines shall apply:
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t BROWN & R00I, INC.
PROCEDURE EFFECTIVE O"
CPSES NUMBER REVISION DATE
-PAGE JOB 35-1195 ECP 19 10 07/30/84 4 of 10 4.3.1 Use of condulets is not permitted for 6900 V conduit systems.
Where required, pull boxes and/or O. Z. Gedney type PBW pull box fittings shall be used to provide pull points. The min-inta length of openirs for cable pulling shall be as follows:
Conduit Size, Pull Box Opening length 5"
60" 4"
60" 3"
48" Prior to installation activities, electrical craft personnel shall review the cable and raceway schedule to ensure the fittings to be used will not cause violations of the cable minimum bend radii listed on Attachment 5.
4.3.2 Coadulet types listed below shall be used for 480V power, control and instrument conduit systems:
CONDUIT FITTINGS TYPE & MFG.
5"90*
LBD, Crouse-Hinds 5" straight PBW, 0.Z. Gedney 4"90**
LBD, Crouse-Hinds 4"90*
- BUB, 4" straight B C, 3 "90 * *
- LBD,
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3"90*
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3" straight Ei, 2"90**
' ), Crouse-Hinds 2"90*
>%I, 2" straight B C, th"90*
- LBD, 1h"90*
- BUB, 1h"90
- B C, 1"90*
Use 1 " fittings above and reducers 1" straight ll 3/4 "90*
Use 1 " fittings above and reducers 3/4" straight
- Preferred fitting w
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BROWN & ROOr, INC.
PROCEDURE EFFECTIVE
. h CPSES NUMBER REVISION DATE PAGE JOB 35-1195 07/30/84 5 o f 10 ECP 19 10 g
4.3.3 Any other type of condulets (not included in Paragraph 4.3.2),
that may have been installed prior to issuance of this procedure This shall be inspected for acceptability prior to cable pulling.
requires that the fittirs should be compatible with ministan bend-ing radius requirements of cables as defined in B&R cable pulling procedure #35-1195-EEI-7.
4.4 Special precautions have to be taken when conduit connections are made to certain instrtsnents. For specific installation instruc-tions, reference the instrtunentation FSI-00108 series drawings.
Junction box shall be installed in accordance with Electrical 4.5 Specification ES-100.
4.6 When Richmond inserts are utilized, thread engagement into the insert shall be 2 I bolt diameter plus 1/8".
4.7 REPLAGMENT OF DAMAGED FMXIBM CONDUIT 4.7.1 If a C1 ass 1E or associated f1exible condeit is damaEed. it O
shall be reported via an NCR to Electrical Engineering for evaluation and disposition.
- 4. 7. 2 If a non-Class 1E f1exible conduit is damaged, it shall be removed and replaced at the direction of the Electrical Superintendent.
5.0 CONDUIT / JUNCTION BOX IDENTIFICATION 5.1 Exposed safety related conduit / junction box shall be color coded as shown in ES-100 and Gibb s & Hill Drawing El-1701.
Conduit /
junction box shall be marked prior to cable installation in accordance with the following:
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Train "A" Class 1E Orange Associated with Train "A" Orange w/ White Stripes A
Train "B" C1 ass IE Green Associated with Train "B" Creen w/ White Stripes i
I Red Channel I White li Channel II Blue Channel III Yellow
- l Channel IV
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BROWN & ROOI, INC.
PROCEDURE EFFECTIVE Cf.
CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECF 19 10 07/30/84 6 o f 10 5.2 Conduit / junction boxes shall be identified as shown in ES-100 and Gibbs & Hill drawing El-1701.
The Gibbs & Hill drawing El-1700 and E2-1700 shall be used for 5.3 utenberits conduits. For systems not listed in the raceway schedule (i.e., security, communications, lighting, freeze protection, fire detection, fire protection, etc.) conduits shall be numbered as shown on their respective physical drawings.
5.4 IDENTIFICATION OF CONDUIT SUPPORTS Conduit supports shall be identified with a unique number developed ALL supports shall be stamped (stenciled) from the followirg cases.
with the support nianber, except unistrut hangers, they shall be suitable means marked with a nissen marker or by other permanent In cases where not enough room that will not damane the sunoort.
is available to stencil unique number (Ex. S-910 CA-5A type hangers) the unique ntanbar shall be marked with a Nissen Marker or by other suitable methods' on the conduit strap which will not damage the O
cond it tr P-to c e or ai ic re tr int th t de not h ve conduit straps, a stainless steel tag stamped with the support utsaber shall be tie wrapped to the stainless steel aircraft cable.
Case 1:
Supports for conduits which have unique numbers,may be identified as shown below (The governirs drawings from which the unique ntsaber is obtained from shall be El-1700 and E2-1700 or the appropriate physical drawing, as noted in Paragraph 5.3).
UNIT 1 - If unique conduit number C12912345 has three supports, then ntanbers shall be C12912345-1, C12912345-2, C12912345-3 support regardless of their respective location on the conduit run.
UNIT 2 - If unique conduit utsaber C21912345 has three supports, then support numbers shall be C21912345-1, C21912345-2, C21912345-3 regardless of their respective location on the conduit run.
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PROCEDURE EFFECTIVE O
ceses "u"asa azvtsto" o^ts e^ce JOB 35-1195 ECP 19 10 07/30/84 7 o f 10 m
Case 2:
Suppc cts fabricated in the shop shall be identified with a unique "E" neber to signity acceptace and provide traceability. An "E" number log shall be kept in the shop by the Electrical Department.
Durits final installation, a new identification number shall be marked per Case 1, Case 3, or Case 4.
Case 3:
Unit 2 supports for conduits which do not have unique numbers (i.e. -
neoweld system, vendor skid conduits,etc..) shall have conduit numbers assigned by the. P.F.G.
This number series shall start with l the neber 50000.
It shall also have a prefix of C-2ND.
When the craft needs a number for such a conduit, they shall supply the PFC with the conduit size the conduit end points and l
the approximate x, y, z coordinates of the end points.
The PFG, in turn, shall log the data and assign the next consecutive number for the conduit (i.e., C-2ND50000; C2ND50001; Q
C-2ND50002, etc...).
The conduit support shall now be numbered per Case 1 above.
Case 4:
Supports for conduits which have unique conduit numbers and for condu'its which do not have nebers assigned to them may be identified as follows:
XXXX - YYYY - ZZZZ - 01 Indicates approximate XYZ Indicates sequential support No.
building coordinate rounded when two or more supports have the of f to a whole number.
same XYZ coordinate.
NOIE: Since plant site coordinates for a specific conduit locat io n t
l cannot be duplicated between Unit I and Unit 2, it is not required to note unit nebers on supports but it should l:
always be noted on Operation Traveler. This case may only be used for conduits / supports for Unit 1, Common and for conduit / supports installed in Unit 2 prior to March 10, 1984.
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o BROWN & R00r, INC.
PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 10 07/30/84 8 o f 10 ECP 19 g
Case 5:
For lighting conduit and components utilizing a welded hanger only, a "E" number will be assigned for supports fabricated in the shop.
The "E" ntsnber will be the unique support number designated on the traveler and will also signify acceptance and provide traceability.
A log shall be dept in the shop by the Electrical Department. It should be noted that only field welded supports will utilize a traveler.
The traveler number for lighting conduit only will be:
Example: LC-82-FB6-11 Lighting conduit LC
=
Year support fabricated 82
=
Lighting panel (as designated on 'the lighting drawings)
FB6
=
The lighting circuit ntsnber where unique supports are used 11
=
(as designated on the lighting drawing) 5.5 IDENTIFICATION OF JUNCIION BOX & PULL BOX SUPPORTS A.
Junction box supports shall utilize the unique number of the junction box, i.e.,
if the junction box is identified JB-1-C-9 39G, the support number will be the same.
s, B.
Pull Boxes shall utilize the conduit ntsnber for identification of supports, i.e.,
C12912345-4.
NOTE:
Conduit and junction box supports that are covered by fire protective coatings shall have the identification ntsnber transfered to metal taas which shall be affixed to the support by banding aroend structural members.
5.6 PROIECTIVE COATING TRACEABILITY All shop fabricated steel that requires protective coating and is
, cited for installation in the Reactor Building shall be stamned with a unique coating code nu:nber.
Unique code numbers shall be assigned and applied in accordance with CCP-30 and CCP30A.
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I BROWN & ROOr, INC.
PROCEDURE EFFECTIVE qt.,
CPSES NUMBER REVISICN DATE PAGE 1.:
JOB 35-1195 ECP 19 l 10 07/30/84 9 of 10 Upon division of materials, the unique coating code number shall be tunsferred alorg with other unique material identification numbers.
@e transfer of unique coating code numbers sball be witnessed by QC.
Additionally, upon division of materials, any Q-coated steel that re-mains in stock shall maintain its coating code number. If coating code ntsaber transfer is necessary to accomplish this, it shall be witnessed by QC.
5.7 ATTACHMENT TO STRUCTURAL STEEL FRAMEWORK IN THE CABLE SPREAD ROOMS The electrical craft shall notify Civil / Structural Engineering l
FSEG prior to installation of new supports, rework of an existing support, or the removal of existirg. supports, which are attached to the structural steel framework in the cable spread rooms (133 and 134), and/or rework of conduit installations. Such
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notification shall be in the form of a three-part memo sent to the Civil / Structural Engineering Supervisor via Civil Engineering.
O-t*
e h tt i=ct=d th r=tto i== i=rer tio=.
99 tic hte:
a) As-Built beam designation ntanber b) Top of beam elevation and support location c) Type of support
. d) Item being supported (conduit, number, beam, etc.)
e) Conduit ntunber
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5.8 ATTACHMENT TO EMBEDDED WALL AND CEILING PLATES IN UNIT II All attachments to embedded plates must be approved by Civil Engineering before work begins. Approval will be obtained by OP.I of the conduit support traveler on seismic supports.
For BOP attachments see CCP-45.
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ECP-19 Rev. 10 DCN #1 09/13/84 Sheet 4 of 4 j.
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BROWN & R00r, INC.
PROCEDURE EFFECTIVE O
CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP 19 10 07/30/84 10 of 10
6.0 REFERENCES
6.1 Gibbs & Hill Specification 2323-ES-100 6.2
'Gibbs & Hill Specification 2323-SS-16B 6.3 TUGC0 Instruction QI-QP-11.3-4 6.4 Gibbs & Hill Drawing El-1800 6.5 Gibbs & Hill Specification 2323-ES-13B 6.6 haerican Welding Society Doctanent D1.1 B&R Welding Specification WES-029
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6.7 B&R - 1743 " Miscellaneous Steel Shop Drawings" TUF - 3269 " Miscellaneous Steel Shop Drawings" 6.3 B&R Construdtion Procedure CP-CPM 8.1 6.9 B&R Engineering Instruction 3 5-1195-CEI-20 6.10 Office Memorandum CPPA-1722 6.11 CCP-45 6.12 CP-CPM 7.1 Series I
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PROCEDURE EFFECTIVE p
CPSES NUMBER REVISION DATE PAGE s
JOB 35-1195 ECP 19 10 07/30/84 1 of 2 ATTACHMENT 1 CONSTauCTION OP GATION TRAVELER 35-1195 1.
InAvu.LA f Z.
surrvna #
3.
UNIT #
4 QUANH H 5.
PAG Q 0 Q 6.
ACTIVITY DE5G UPTION:
7.
REJERENCE CRAWING3: Z3Z3-El-STRUCT. STEEL CONOVIT/J.B. SUPPORTS 2323-S-0910 SH.
CMC #
5.
5FEG./ PROC./ ENGR. INSTR.
9.
LOCATION: (BLOG. & ELEV.)
- 10. SYSTEM /T.O.#
PREPARED BY:
DATE:
DEPT.:
REVIGEO BY:
DATEi ANI REVIG :
N/A DATE:
N/A OP. #
DEPT.
OPGATION CONSTR.
1.R.#
t QC (V)
CONNECTION TO BLOG. STRUCT11RE 1.
Bolted attachment to concrete:
(a) C11p angles: 51Ze & 1ength............
Gusset plate & weld............
(b) Base plate: Size & thickness..........
We1d......................,
(c) Hilti hik Bolt installation as per G&H Owg/CEI-20.............................
Cr 2.
Welded attachment to embedded plates:
a) Attachment spacing (per CEI-20)........
Milti hik Bolt location (per CEl-20)..
b) Welding:
c)
Final visual inspection......
Weld. identified with welders' symbol...
II QC (Y)
HANGER DETAILS 1.
numer s t zes...............................
2.
Solts:
(a) Type (A307 ora 325)....................
(b) Torque (as per dwg 5-0910).............
3.
Configura ti on o f hanger....................,
l QC (V)
COM0UIT OR J.B. ATTADMENT VERIFICATION y
1.
Type of support (Multi-dir. or trans.)
2.
Clamps:
i' (a)
Type..........................
(b) Installation accentance......
3.
Solts or Nelson studs:
(a) Size & type...............
(b) Torque verification......
IV QC (Y)
WEm!NG 1.
Fit up and surface preg. (for par 41/fu11 penetration and skewed fillet welds).......
2.
Final visual inspection....................
3.
Weld identifled with welders' synbol.......
V QC (V)
HANGER TYPE & CAPACITY VERIFICATICN 1.
Type of support (Multi-dir. or Transverse)..
2.
Location of suppor*. (Is it 0.K. Der S-09107)
- 3. (A) For conduit supports only:
(11'l No. & si te of condui ts...............
?
(2 Tributary spans of conduits:
(a) Longitudinal span..................
I b) Transverse span....................
(3 i Check capacity of support:
(
Longitudinal.......................
(/
I Transverse.........................
d Individually Engineered............
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BROWN & R00r, INC.
PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PAGE s
JOB 35-1195 ECP 19 10 07/30/84 2 of 2 ATTACHMENI 1 (Cont'd)
PAGE 2 0F 2 OP. #
DEPT.
OPERATION CONSTR.
Q
[.R,p (B) For Junction Bones only:
(1) 512e......'............................
(2)
Weight...............................
4.
11 cation:
?.*
Well/ Ceiling / Floor.....
Plane of conduit...... g...........
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BROWN & R00I, INC.
PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PACE JOB 35-1195 ECP 19 10 07/30/84 1 of 1 ATTACHMENT 2 CIBisTRUCTION OPDATION TRAVELER 35-1195 1.
iwivsLER f E.
marrvssa f 3.
UnII f 4 QUAnTIIT 5.
PAEEJ QFJ 5.
ACTIVITT DESCRIPTIQM:
1.
RhetRtAr. DilAWING5: Z3Z3.El-SE!5MIC RESTRAINTS FOR CONOUITS/J8'S 4
2323-5-0910 SH.CSR CNC#
5.
3ru./ PROC./EMER. INSTR.
9.
LOCATIQM: (BLDG. & ELEV.)
- 10.,5Y5 TEM /T.O.#
PftEPARED BY:
OATE:
DEPT:
REVIEWED BY:
DATE:
ANI REVIEW:
N/A DATE:
N/A UA W. #
DEPT.
OPGATION CONSTR.
!.R.#
I QC(V) CONNECTION TO ILOG. STRUCTURE 1.
Bolted attachment to concrete:
(a) C11p angles: Size ) length..............
(b) Hitti larik bolts (w/ eye nuts)=installa-tion as per GAH dwg/CEI-20...............
(c) Hilti larik bolts (w/o eye nuts)-f astalla-tion as per G4H dwg/CEI-20...:...........
2.
Welded attachment to ennedded plates:
O.
(b Hilti lasik bolt location (per CEI-20)....
a Attactement spacing (per CEI-20)..........
1 I,c Welding: Final visual inspection........
Weld identified witig welders' symbol.....
QC(V)
HANGER DETAILS Mastce sizes (unistrut/ supers [t 1.
t m i stee n...............................
2.
Bolu:
N '.-
Type A307 or A325 or A320.-
-Th. Rod...,
Size and torque vertiticati Lockwashers.....[*.4.V...............
"b 3.
Clases:
Type:........... '.. ~
(a)
(b) Ins tal l a tion acceptande....................
4 Afrcreft cable:
(a) 51ze & type..............................
(b) Cable clamps: Type & tongue verification (as per 5-0910 dwg)......................
(c) Ins tal l a tion acceptance..................
5.
Confi guration of hanger......................
l III QC (V)
FINAL INSPECTION HANGER TYPE & CAPACITY VERIFICATION 1.
Location of support (Is it 0.K. per 5-0910)..
- 2. (Al )For conduit supports only:
I 1 No. & si ze o f condui ts.................
i 1 21 Tributary span........'...........'......
i I 3 Check capacity of supports.............
I,4L Individually engineered................
l.
(I i For Junction Somes only:
1? 51 e...................................
(2 L 1 Weight..................................
3.
lfcation:
Wa11/ Cat 11ag.............................
Pl ane of condu t t.........................
O PP:Jt Y-
BROWN & R00r, INC.
PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP 19 10 07/30/84 1 of 1 ATTACHMENT 3 CONSTRUCTION OPERAft0N TRAVELER 35-1195 1.
TRAVELF.R #
Z.
5Urrum #
J.
UNIT #
4 QUANTIIT 5.
PAGE10F1 6.
AGTIVITT DE5CM PTION:
.7.
RLPLKENCE GRAdINGS: 2323-El-UNISTRUT/$UPERSTRUT CONOUIT/J.8. SUPPORTS 2323-5-0910 CNCf 5.
SPEC./ PROC./ ENGR. INSTR.
9.
LOCATION: (SLDG. & ELEV.)
- 10. SYSTEM /T.O.7 PftEPARED BY:
DATE:
DEPT.:
REVIDED BY:
DATE:
ANI REVI S:
N/A DATE:
N/A OP. #
DEPT.
OPERATION CONSTR.
I.R.i I
QC (V:
CONNECTION TO BLOG. STRUCTURE 1.(a)
'Z' c11ps.............................
(b) Clip angles: Site & length...........
Gusset plate & weld...........
(c) Hitti Kwik bolt installation per G&H Dwg/CEI-20............................
II QC (V)
HANGER DETAILS O
1.
Unistrut/Supersttvt hardware. installation.
2.
Unistrut/Superstrut. bolt (or equiv.)
torque....................................
~
3.
Confi guration of hanger....................
~
QC-(V)
CONDUIT OR J.B. ATTACm ENT VERIFI 1.
Type of support (Multi-dir. o
)....,
2.
Clamps:
(b))
a Type...............
(
Installation acc 3.
Solts:
(a) Size & Type (b) Torque veri IV QC (V)
HANGER TYPE & CAPACITY IFICATION 1.
Type of support (Multi-dir. or Transverse).
2.
Location of support (Is it 0.K. per 5-Og107) 3.(A For conduit supports only:
- 1) No. & Size of conduits..............
2 I Tributary spans of conduits.........
(a) Longitudinal span.................
b) Transverse span...................
i (3) Check capacity of support:
[a)
Longitudinal......................
(b) Tra ns vers e........................
(c) Individually Engineered...........
(8 For Junction Boxes only:.
1) 51re................................
- 2) We i gh t..............................
4.
11 cation:
a Wa11/ Catling / Floor....................
5 b Plane of Condult......................
O g
-.- -. ~.. ~.. --,
y
BROWN & ROCI, INC.
PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP 19 10 07/30/84 1 of 2 l
ATTACHMENT 4 (FRONT)
WELD FILLER MATERIAL LOG nyi #
W C sertet.is.
Drawing is.
.MJI WE.DS EST/ LOT *#
AMf.
ANT.
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BROWN & R00I, INC.
PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PAGE O. '
JOB 35-1195 ECP 19 10 07/30/84 2 of 2 ATTACHMENT 4 (BACK)
WELD FILLER MATERIAL LOG 42 Fula MTuck L:s 6
WGT/Cf # mr.
Mr.
IssuMct ApncvAL E2
-DATE SIZI/C.C SMG.
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BROWN & R00r, INC.
PROCEDURE EFFECIIVE
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"^cs JOB 35-1195 ECP 19 10 07/30/84 1 of 1 ATTACHMENT 5
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BROWN & R00I, INC.
PROCEDURE EFFECIIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 ECP 19 10 07/30/84 1 of 4 ATTACHMENT 6 I
c:ar-ouc :ca a9c=A: en -sam c= ps:
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e, e
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- E
. Civil Engineering approval to attach' to embedded plate.
II ELEC WELDING To ptBED Pt.ATES'-
Y",'p, (- r C
Oc tielsed attacasient to embed plate is (V)
. satisfactory fok following steps.
'2. spacing.of attachmant toJambed, plate b.,-
14 Fit up inspection satisfactory for 1
all penetration welds. -(sign /date)
/.
v.
lper CCP.45/QI-QP,11.10-1A..
g O'
- 3. Craft record weldors symbols: ",
4
~
- 4.QC. acceptance..of 0F II..
4
,(except for unsat conditions listed on IR form 8 -
).
(sign /date)
~~~
EII ELEC WELDING QC 1.rit up inspectio,n satisfactory for 1
l 2~.:Craf t: record
- wel'dorss'all penetration. weld c.(sign /date)..,,
(V) y,yp O:..
- symbolst ' ' ' + -
3.QC acceptance of OP Z114...
..~v 3
- :(Except for. unsat cdnditions listed on IR form 9~ M ' )"..* (sign / date). '
RANC'R ASSEMBLY IV ELEC E
- 1. configuration and dimension.cf (v)
' support per design drawing.
-gj
- 2. Proper unistrut/superstrut. hardware.
- 3. Structural /unistrut bolting.
a
?
A. QC inspection of hardware that 3A will be inaccesible. (sign /date)
(Except for unsat conditions listed j
on IR form i
).
(sign /date)
I, t
.6 i
?
O a.mo
l BROWN & R00r, INC.
PROCEDURE EFFECTIVE l O CPSES NUMBER REVISION DATE PAGE l
J JOB 35-1195 1
ECP 19 10 07/30/84 2 of 4 ATTACHMENT 6 (Cont'd)
(l}
P. 2 Of 4 (craft indicate coeration a ffected and CCNTINUATION/RI.%\\AK3/REWCAK describe rework) f ICONS""RCL""*CN CC/CA Did.
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- Ft.Ut3 WE.DS 1.
craft to describe location of weld prior to welding. CC to verify.
CIAFT (sign)
(!
toCA=:cws DATE I
I QC"to verify locatica,(signa 1
I prior to weldine anw.
Weld acceptance
!2.
t-e seeme+nnew of fit-se. f stem CATT.
P 3.
Record weldoer rymac1 l
l t
C.
VLsual weld acceptance per QI-CP 11.21=L (CC1 -
CA*!:
I l'
D i
l
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_..i..__._i__,.,.. _ _ _... _ _ _ _ - - _ _.
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BROWN & ROOr, INC.
PROCEDURE EFFECTIVE j p CPSES NUMBER REVISION DATE PAGE s
i JOB 35-1195 ECP 19 10 07/30/84 3 of 4 ATTACHMENT 6 (Cont'd)
- :ssmur-3 c:rgegng;e mnc rt :::: :*isla-c3 71me Z.9 MC.
liC""."Iff'r C33CilFf" ?8 l
CONDUIT /JB SUPP0ftTS lna.-r 1 ce J_ l.
t l pospa.13:Fr CA*. E
, ag.ngag gy EC084-C24500360-1 Cgg 7-6-84 i
a N/A N/A aarsfnr#
gg7g
',,,l -
CONST.
lQA/QCENG.l
(
- I V
t!.EC.
R AffACRMENT TO SUPPORTING SURFACE Qe (V) 1.111t1 Kwik Bolts and/or Rictunond insert i
per CEI-20/GER Drwg. QC to verify per l
,CP-QF 11.2.
g 2.5erque acceptance IR forn 8
(
- 3. Support bearing sat per ECP-19/QI-QF
\\
11.0-15 IR fans 0
.1
.U U.
4.QC acceptance of 0F V.
(sign /date) 4 VI.II.EC M-Sum.uwn 50% ATTACEMENT 4.,.
QC 2
.,-s_
V
- 1. correct clamp / bolt-installation.
./
- 2. visual inspection of Nelson Studs.
A. QC visual acceptance of studs per 2A QI-QF 11.21-1. (except for unsat conditions listed on IR*. form #
.)
4 (sign /date)
- 5. Craft' record all conduits attached
/)yi j,.ltosuport.on back:of page r3 of M *.
Araverer ^ i _ _ a. ling;
^
3 3'orquoia;'ceptance QC recorda g,p g.-
c MTE
' '*
- 00E
- PT/I.B i
4.QC acceptance og 0F VI.
4
'(except for unsat conditions listed on l
t iIR form 6 1.
(sign /date)
I.
g i:
VII QC V'
1.QC -(level-lII) review completed.travelez
.2 l
and verify all listed IR forms closed.
l
- - 2.QC* record revision of design documents used for inspection below.
i I
e i,
g 1
SEQUENCE OF CPERATIONS MAY VARY TO SUIT j
CONSTRUCTION PROVIDED NO RCLD POINTS 9
Aaz VIOLATED. (Except CP. I when app 11ca#1e).
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