ML20195F655
| ML20195F655 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 08/24/1984 |
| From: | TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
| To: | |
| Shared Package | |
| ML20195F283 | List:
|
| References | |
| FOIA-85-59 QI-QP-11.10-1, NUDOCS 8606120236 | |
| Download: ML20195F655 (59) | |
Text
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5 TEXAS UTILITIES GENERATING CO.
NU REVISICN PAGE CPSES
!AUG 2 4 s4 j
' QI-Q P-11.10-1 29 1 of 62 PREPARED BY:
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INSPECTION OF SEISMIC l
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CATE APPROVED SY ///$d-[Z2 A of_CM3[8</
D E RAIN S STEMS CA :.
APPROVED BY: [ e d d /2[s.r M/bkSy/
OATE
1.0 REFERENCES
i 1-A CP-Q P-11.10,
" Inspection of Electrical Raceway Suppo rt Systems" I
i l
1-B QI-Q P-11.4-2 2, "QC Verification of Protective Coatings Unique ID Number Transfer" l
1-C CP-ECP-19, " Exposed Conduit" g
ggg gg i
1-0 Gibbs & Hill Drawings 2323-S-910 1-E QI-QP-11.2-1, " Installation of "Hilti" Drilled-In Bolts" l
1-F QI-Q P-11. 21-1 "Requirenents of Visuai Weld Ins pection" 1-G QI-QP-11.0-15
" Verification of Baseplates for Grouting" 1-H CP-Q P-11.2,
" Surveillance and Inspection of Concrete Anchor Bolt Installation" 1-I CP-QP-18.0, " Inspection Reports" 1-J CP-QP-16.0, "Nonconfomances" l
lf 1-K CP-QP-15.0, " Tagging System" 2.0 GENERAL 2.1 PURPOSE AND SCOPE This instruction supplements Reference 1-A and provides the Mechanical QC Inspector with the criteria and attributes j
that shall be used when inspecting seismically installed field fabricated electrical support systems and miscellaneous
{
welded electrical canponents in Class 1E systems and/or Category I buildings requiring inspection by QC personnel.
Cable tray supports shall be excluded from this instruction.
i TUGCC oA 8606120236 860512 PDR FOIA GARDE 85-59 PDR
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id INSTRUCTION ISSUE REVISION PAGE NUMBER DATE
- TEXAS UTILITIES GENERATING CO.
CPSES i<
iG QI-QP-11.10-1 29 AUG 241984 2 of 62
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'N NOTE:
Electrical
" Stub up s" less than 24 inches in length and unsupported " Flex" conduit or conduits requi ring no supports do not fall within the scope of this instruction and will not be ins pected.
3.0 INSTRUCTION i
3.1 MATERIAL TRACEABILITY AND TRANSFER OF PR0TECTIVE C0ATING UNIQUE IDENTIFICATION NUMBER
(
3.1.1 Material Traceability Condui t and electrical equipment supports and components associated with these supports do not require material identification or a MR for materials confonning to ASTM A-36 or Engineering approved equivalent per QI-QP-11.14-4.
3.1.2 Transfer of Protective Coating Unique Identification Number u
For all coated bulk steel intended for use in the Reactor
'3 Building (as designated by the presence of a "QP" unique d
identification number) the QC Inspector shall verify and document the transfer of the "QP" number prior to cutting in accordnace with Reference 1-B.
k
.j 3.2 FIELD FABRICATION AND INSTALLATION n
,..l Construction Travelers (Attachment 3, 4, and 11) shall be completed for each support on the conduit raceway system,
i as required per Reference 1-C.
3.3 SUPPORT MARKING 0F CONDUIT SUPPORTS 1
a, 3.3.1 Sequential Numbering Systen 1
Each support inspected on a raceway systen shall be given a J
number by Construction as outlined in Reference 1-C.
- l Supports shall be stamped (stenciled) with the support 4
number, with the exception of unistrut hangers.
Unistrut hangers shall be marked with a nissen marker or by other permanent suitable methods that will not damage the support.
In cases where not enough roon is available to stencil unique j
number, the unique number (EX. CA-5A type hangers) shall be i
marked with a Nissen marker or other suitable methods on the 1
conduit strap which will not damage the conduit strap.
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3 INSTR ON I
REVISION PAGE TEXAS UTILITIES GENERATING'CO.
CPSES y
QI-QP-11.10-1 29 g g4jgg4 3 of 62 4
F1-6 Conduit supports shall be identified with a unique number
- i developed from the following cases.
1 NOTE:
Pull box supports will be identified in the same i
manner as conduit supports.
Case 1:
1 Suppo rts for conduits which have unique numbers may be identified as shown below.
(The governing drawings from which the unique number is obtained shall be from El-1700 and E2-1700 or the appropriate physical dr, awing for systems not listed in the raceway schedule.)
UNIT 1 If unique conduit number C12012345 has three 1,
sup po rts, then suppo rt numbers shall be C12012345-1, C12012345-2, and C12012345-3 regardless of their respective location on the conduit run.
UNIT 2 - If unique condui t number C-21012345 has three i
- supports, then support numbers shall be C21012345-1, i
C21012345-2, and C21012345-3 regardless of their respective location on.the conduit run.
.)
NOTE:
If so deemed necessary by Quality Conkrol, deviation from seqential numbering will be allowed, provided li all existing nebers are unique.
Case 2:
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Supports fabricated in the shop shall be identified with a d;-
unique "E"
number to signify acceptance and provide
'j traceabili ty.
An "E"
neber log shall be kept in the shop by the Electrical Department.
During final installation, i
q a new identification neber shall be marked per Case 1, y
Case 3, or Case 4.
.i
-j Case 3:
J Suppo rts for Neoweld Sys tem conduits which do not have j
unique conduit numbers may be identified as follows:
l RB(x)
WS TB11 1
,]
{-]3 Indicate Sequential Welding System Support No.
l Indicate Building Code T. Box # Sho'wn d
RB - Reactor Bldg.
on drawing s
FB - Fuel Bldg.
CB - Control Bldg.
(x) Unit #1 or 2 AB - Auxiliary Bldg.
SG - Safeguard Bldg.
.]
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INSTRUCTION ISSUE REVISION PAGE J
NUMBER DATE q
TEXAS UTILITIES GENERATING CO.
.l CPSES QI-QP-11.10-1 29 ggg g 41934 4 of 62 ld'!.
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N Case 4:
Supports for conduits which have unique conduit numbers and for conduits which do not have numbers assigned to them may be identified as follows:
XXXX - YYYY - ZZZZ - 01 Indicates approximate XYZ Indicates se support i
building coordinate rounded No. when two 'quential or more supports
{
off to a whole number.
have the same XYZ coordinate.
NOTE:
~ Always specify whether Unit 1 or 2 and give the approximate elevation, not the floor elevation unless the support is a floor mounted support.
1 Case 5:
For lighting conduit utilizing a welded hanger only, a
-l "E" number will be assigned for supports fabricated in the s hop.
The "E"
number will be the unique support number 1
designated on the Traveler and will also signify. acceptance
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and provide traceability as verified by the welding Inspection Report (Attachment 2)or applicable traveler. A log shall be
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kept in the shop by the Electrical Department.
NOTE:
In cases of seismic restraints that do not have
.~I conduit straps, and/or conduit supports to be d
covered with fire protection coating (thermo-lag) a stainless steel tag stamped with the support number shall be tie wrapped to the stainless steel
- ij aircraft cable and/or the support.
O NOTE:
For Case 2 and 5, the use of "E" numbers is not j,
restricted for use only on bulk fabricated supports and/or components.
3.3.2 Multi Conduit Supports 4
Supports that support more than one conduit shall be j~ '
assigned only one unique number with the exception of Individuall conduit (s) y Engineered Supports which allow attachment,of 9
other than those shown on the "IN" drawin.
d Supplemental unique number (s) for the additional conduit ( )
,j may be assigned a unique number for the attachment (s.
,g Subject number will be transcribed on the final IR for each conduit system supported.
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INSTRUCTION ISSUE REVISION PAGE U
TEXAS UTILITIES GENERATING CO.
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'l 3.3.3 Identification of Junction Box Support 3
Junction box supports shall utilize the unique number of the junction box,
i.e.,
if the junction box is identified 2
JB-1-C-9 39G, the support number will be the same.
G 3.4 BOLTING INSPECTION
.f 3.4.1 General Bolting Requirements For each support the QC Inspector shall:
a.
Verify all bolted connections have been made with approved hardware and are cepleted and secure.
In
- addition, bolt tensioning requirements for bolted connections as specified by Reference 1-D shall be 11 verified.
(See Attachment 6 for bolt tensioning m 'f requirements and Attachment 14 for bolt types and marking).
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All Unistrut (superstrut) and/or bolted Structu ral Supports that have been installed per S-910 require
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bolt tensioning.
Electrical Raceway Unistrut (or 5
Superstrut) conduit supports fabricated and assembled shall be inspected to verify that the bolt tensioning n
has been satisfactorily accomplished.
One bolt / nut
.d:l cambination per support shall be inspected for tens' ion acceptability). Additionally, if the support secures 1
one (or more vertical runs of conduit, at least one J,i bolt on one vertical conduit clamp shall be inspected
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to verify that proper tension has been reached.
If "J
this is not the case, all the remaining vertical clamp bolts will be inspected to assure satisfactory tension.
?
Orange torque seal shall be applied to those bolts that
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are inspected.
-1 1
b.
Hilti bolt inspections shall be inspected and documented in accordance with Reference 1-E.
i 1
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1, f.s INSTRUCTION ISSUE REVISION PAGE TEXAS UTILITIES GENERATING CO.
-c, ll-QP-11.10-1 29 AUG 241984 6 of 62 W.
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3.4.2 Structural Bolting
,.3 The QC Inspector, when inspecting bolted connections, shall visually inspect for the following:
a.
Bolts are the correct length as indicated by having the bolts flush with, or outside of, the face of the nut when conpletely installed.
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b.
Turning elements are on the correct face.
c.
Washers are used when required.
i NOTE:
For long slotted holes, structural plate washers or a continuous bar not less than 5/16" thick are required to cover long slots l
that are in the outer plies of joints.
d.
Bolt heads and nuts shall rest squarely against the metal or washer.
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.q e.
Where bolts are used on surfaces having slopes greater 0]
than 1-in-20 with a plane normal to the bolt axis, beveled washers shall be provided to give full bearing I
to the head or nut.
4
'l f.
When " Turn-of-nut" method is used for bolt tightenin'g, the impact wrench or other pneumatic device does not t.
require calibration.
However, the device shall be of adequate capacity and sufficiently supplied with air to Ji perform the required tightening of each bolt in 1
approximately ten seconds.
When this method is used, the following steps will be followed by construction:
'l 1.
All bolts in each joint shall first be brought to
_i a " snug tight" condition (snug tight is defined as
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the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench) iA 2.
All the nuts shall then be match-marked using an 1;
approved industrial marker, i.e.: Nissen; which
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has certified contents.
3.
All the bolts in the joint shall then be tightened by the applicable amount of nut rotation specified in Attachment 6.
TUGCO CA
Ik INSTRUCTION ISSUE REVISION PAGE TEXAS UTILITIES GENERATING CO.
NUMBER DATE CPSES
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QI-QP-11.10-1 29 AUG 2 41984 7 of 62
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+9 4.
Tightening shall progress systematically from the most rigid part of the joint to its freest edges.
1 5.
There shall be no rotation during tightening of 4
the part not turned by the wrench.
J 6.
The end of all bolts shall be marked with the industrial marker when required. nut rotation has
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..been attained.
4 g.
When several bolts are installed in a single joint, the QC Inspector shall assure bolts previously tightened
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which may have been loosened by the tightening of
<i subsequent bolts are tightened to the prescribed amount.
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h.
When ' field connections are to be made by use of A325 1
or A490 bolts and tightened with a calibrated torque A
wrench, a hardened flat washer shall be used under the j
turned element and shall be tightened as follows:
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Bolt Size Torque Torque
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(Inches)
(Ft. Lbs.)
(ft. lbs.)
s fj' 1/2 93
'g 5/8 228
, j 3/4 387 500
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7/8 518 650.
I
'725 1320
. ~i 1 1/4 2620
. 1, 1 1/2 3
4565
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A490 and Galvanized A325 bolts shall not be reused. Other
'l A325 bolts may be reused if approved by Engineering.
Retightening previously tightened bolts which may have been loosened by the tightening of adjacent bolts shall not be considered as a reuse.
p j.
ASTM A-449 bolts may be substituted for A-325 bolts.
k.
ASTM A 307 bolts shall be tightened to a " snug tig'ht" 4
condition.-
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1.
The QC Ins pector should apply ton;ue seal to al l '
satisfactory tightened nuts / bolts.
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INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES AUG % 41334 QI-QP-11.10-1 29 8 of 62
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3.5 SUPPORT INSPECTION x
The QC Inspector shall verify conduit supports and raceways in Unit 1 and only the Electrical Control Building in Unit 2 are in accordance wi th Reference 1-0, applicable design change documents, and applicable procedures and instrucitons.
3.5.1 Attachment-Inspection a
H a.
Hilti bolt embedment and spacing b.
Bearing surface per paragraph 3.7 of this instruction
- {
c.
Attaching welds to embedded steel per paragraph 3.6 of this instruction
1 d.
Attaching welds to the. containment liner per Paragraph
'F.
3.6 of this instruction.
NOTE:
Additionally any NDE for attachrhent welds to
~
- J1 liner shall be completed as specified.
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e.
Location per S-910 series, Reference 1-D 3.5.2 Assembly Inspection D
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Member (s) shape (i.e., angle, channel, etc.), size, 'and a.
dimensions N
b.
Conduit strap "t" tolerance
- 1 ri c.
Configuration d.
Unique identification number per paragraph 3.3 of this
]
instruction Shim plate provides full bearing to conduit prior to e.
torque. '
f.
Welds per paragraph 3.6 of this instruction i
-<l 3.5.3 Capacity Inspection
+
a.
Proper support application as required on support drawing for building, elevation,
- wall, floor,~~or ceiling mounted, and plane of conduit u
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INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
.fj QI-QP-11.10 1 29 AUG 241984 9 of 62 T'.)
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b.
Support capacity is acceptable for longitudinal and/or 3
transverse weight / span c.
If capacity is based on number and size of conduit, the common conduit numbers and size shall be listed on the traveler.
d.
Junction box suppo rts meet weight and/or size
-i requirements per Reference 1-D.
^
n' 3.6 WELDING INSPECTION 3.6.1 Fit-up Inspection
]
s Conduit supports and electrical equipment supports for which
)d fit-up inspections are specified shall be inspected to the criteria contained in Reference 1-F.
Previously approved generic travelers that require fi t-up inspections for skewed fillet welds are not a
requirenent of this d.
instruction or Reference 1-F.
When this occurs tfie traveler g
operation shall be marked "N/A per QI-QP-11.10-1".
'. J 3.6.2 Visual Inspection Final weld inspections required of this instruction and on i
all existing' operations travelers shall be inspected per f
requirements of Reference 1-F.
Verify all welds are stamped f
with the welder's symbol (stencil) and the welder symbol is d
recorded on the Construction Traveler.
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NOTE:
Welds which do not meet the above requirements i
shall be reported on an Unsat IR (Attachment 10).
1 NOTE:
Existing travelers that specify welding in h) accordance with procedures other than 1
Reference 1-F or in accordance wi th procedures which have *since been deleted, shall be inspected in accordance wi th
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Reference 1-F.
3.6.3 Stud Welding M
a.
Stud welding shall be inspected in accordance with Reference 1-F.
Studs that have been previously inspected shall be torqued to values given in Reference 1-D for final acceptance and documented on PI TUGCO OA
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INSTRUCTION ISSUE REVISION PAGE TEXAS UTILITIES GENERATING CO.
CMM QI-QP-11.10-1 29 gg 24 jeg4 10 of 62
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.!4 the Operational Travele r.
Acceptable final vi sual f.i inspection of stud welds shall be documented by
- 0; signing off Nelson stud size and type on the Operational l
Traveler (Attachment 3).
3.6.4 Weld Joint Desian J
The weld joint design shall be limited to those shown on the
,fj
.. sketches appearing.. on qualified WPS's and/or applicable design doc uent.
3.7 VERIFICATION OF BASEPLATES FOR GROUTING-Verification of baseplates for grouting shall be perfonned in accordance with Reference 1-G.
The final Raceway
.,j Inspection ~ Report (Attachments 5 and 9) shall indicate the
- j status of supports for grout inspection at the completion R.
(if not sooner on an individual hanger basis) of final l
raceway inspection.
If all supports on a raceway meet
'j the bearing requirements. of Reference 1-G or their specific
- ,3 design drawings, then the status indicator in the remarks shall be completed and no further documentation for grout s
9 inspection is required.
Supports not meeting the bearing i
requirements of Reference 1-G shall be listed on the final g
Q-raceway (Attachment 2 of Reference 1-G).IR's and documented on a Report ij 1
3.8 INSPECTION SEQUENCE
',y 3.8.1 Support Inspection Sequence
]r-When the support is ready for inspection,
-i.e.,
QC 3
inspection point is reached, such as weld fit-up, " hidden" M
welds and/or bolts, etc. or the support is complete, 19 craft or PFG shall notify Quality Control as applicable.
.1 J]
The inspector will perfonn a detailed visual inspection per the provisions of this instruction and sign off the QC
/l inpection operation if all inspection points fo r that Jg operation are acceptable.
If individual inspection points
.,j require sign-off to establish acceptable operation sequence 1s, and hold points, the inspector will sign the applicable 4
operation.
Upon completion of support and package f
inspection, the traveler will be returned to PFG, Discrepancies found during inspection shall be indicated on.
an Unsatisfactory IR, describing the condition (Attachment l
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INSTRUCTION ISSUE
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NUMBER DATE REVISION PAGE TEXAS UTit.lTIES GENERATING CO.
cPSES QI Qp 11.10-1 29 11 f 62
- 1 g 4 ggg4
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10).
A copy of the IR, the traveler, and the support package shall be returned to Construction for rework as needed.
When the discrepant areas have been corrected, PFG will notify Quality Control of reinspection needs and resubmit the support package to the QC Inspector.
If acceptable, the IR shall be closed accordingly. The support package and the 71 traveler will be returned to the PFG for processing in
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accordance with existing Site procedures.
3.8.2 Final Raceway System Inspection-Sequence and Docunentation a.
When all supports for a given raceway are presented for
)
inspection, the QC Inspector shall complete a final 1
raceway system Inspection Report (Attachment 5).
Final Raceway System. IR's have an "F" suffixed to the IR
.[
number to facilitate identification as a
final inspection.
Addi tionally, this IR number shall be j
recorded on all affected travelers.
The 5410 drawing type and revision, the hanger's location, unique hanger
'i number, and satisfactory or unsatisfactory condition i
shall be. recorded on the IR.
See the example below:
Support Sequence and Type Unique Number ll CSM 17a C11G-12345-6 CSM 28 C11G-12345-9 CSM la C11G-12345-2 ti p)
The inspection sequence shall originate and end at an engineered location and shall include each support j
attached to the conduit.
J d
b.
Inspection of junction boxes shall be documented on a I
final conduit raceway system IR with " Junction Box Only" 1
-1 1,
noted on the IR, with an "F" suffixed to the IR number.
- .l
~
A' Final Raceway System Inspection Report (Attachment 5) c.
shall be completed for the raceway systen designated between each set of engineered locations, i.e., origin,
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destination, junction boxes, etc. The related IR shall
- j be listed on the Traveler.
Each support clamped to 'the j
conduit shall be listed on the Inspection Repo rt.
~
d.
.. Raceways which have not been final inspected and which contain itens requiring backfit inspections as listed on the Inspection Report, Attachment 12 shall be inspected 1
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INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
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QI-QP-11.10-1 29 AUG 241934 12 of 62 CPSES
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- n and results documented on the applicable operation traveler and the Inspection Report, Attachment 5.
This
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represents acceptance of attributes listed on the Inspection Report, Attachment 12 and completion of the
,j j Inspection Report, Attchment 12 is not required.
i" Raceways which have not been final inspected and which do not contain items requiring backfit inspections as
-4 listed on the Inspection Report Attachment 12 shall be inspected and results doctsnented on the applicable operations traveler and the Inspection
- Reports, The attribute " verify support backfit acceptable" on Attachment 5
shall be checked 4
"sati sfactory. "
4
- a li e.
Conduit raceways which are totally common on supports j ?
listed on the Final Raceway Inspection Report shall be
/{
listed under the Remarks Section on the IR.
i j f.
The QC inspector shall ensure that a record of his
!j inspection (both satisfactory and unsatisfactory) is 9
traceable to the items or operations signed for on both Construction Travelers - and Inspection Repo rts, and that the responsible craft have provided unique 1
]p.
physical identification (e.g. "E" numbers) to the items or operations.
1 g.
Wherever the drawing designates an iten to be " optional,"
/
'q "not required," or "for construction purposes only" no inspection shall be required.
h.
For inspections by Traveler only - if the revision to i
~j the design document is any other than is specified on
,.i the heading of the face of the Traveler, the inspector shall record the revision number for which inspections
! (I were made for each step signed for at the time of the
.-]
individual inspections.
r.]
i.
Where conduit ends with flexible condui t to attach A
to items not yet installed, the Inspection Report
.d will reflect the installed length of
" flex" in j$
accordance with Reference 1-0.
If all conditions j )j are found acceptable, the inspector shall assign a final IR.
i u s
}
j.
This instruction provides inspection criteria fo r supports fabricated in accordance with Reference 1-D and installed in Unit.2 buildings and areas.
Insxction shall be limited to verification of
- welding,
- 3 configuration, bolting, and bearing only per applicable y-paragraphs of this instruction.
Final raceway
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K INSTRUCTION REVISION ISSUE.
PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
. A}:j CPSES QI-QP-11.10-1 29 13 of 62 g 34 gg e q.
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~N acceptance in Unit 2 buildings and areas, excluding the Electrical Control Building, including span and capacity e'
verification are not within the scope of this instruction.
k.
The QC inspector shall document all Design Change documentation (DCA's, CMC's. etc.) and the revision of that document used in making inspections on the applicable 3,
Inspection Report or Operational Traveler.
3.8.3 Backfit Inspections Inspection will be documented on an Inspection Report which contains all necessary inspection attributes and has been
- J approved by a Mechanical Level III prior to its use, 1
excluding Inspection Reports identified as attachments to this instruction. For typical, see Attachment 12.
'I 3.9 CONDUIT RESTRAINTS (CSR) u*'
Conduit Seismic Restraints including vertical CSR's shall be V
inspected in accordance with requirements listed in CSR series of Reference 1-0 and Paragraph 3.9.1 of this instruction.
I 3.9.1 Inspection of Seismic Restraints In accordance with paragraphs 3.5 and 3.6 of t'his
.1 instruction, the QC Inspector shall verify that the restraint
,i!
confonns to Reference 1-0.
In addition, the inspector shall d.
verify the following:
't 1
a.
Stainless steel cable is not frayed or broken.
1 NOTE:
Stainless steel cable end wrap is not within n
the scope of this instruction and requires no c1 QC verification.
I b.
Stainless steel cable end loops are bent smooth without any deformation.
1 c.
Stainless steel cable is of the proper size.
- j
}.j d.
Sufficient slack exists in cable.
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INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
4 CPSES g
QI-QP-11.10-1 29 AUG 241984 14 of 62 L'd.
This can be ascertain if:
2" 1.
A visual gap 1/8" min. exists at any one place between the inside of the eye nut and the cable as shown is in the relaxed condition.
2.
If the cable bears against the eye nut then a 1/8" diameter rod should slide between the cable and pj eye nut using normal hand pressure.
This inspection shall be made after the eye nut has
- c. '.
been torqued to the Hilti Bolt; or tensioned snug tight when using other anchors.
)
e.
Cable clamps shall be inspected to verify the clamps 1
are installed and toqued as per Reference 1-D.
..j f.
All eye nuts secured to the building structure by b
expansion anchors shall be inspected for torque as 1 ".j specified on the design drawing.
If an ey.e nut torquing tool is used, it should be verified that the eye nut is (Q
fully seated in the eye nut torquing tool, and the tool
.' j is located approximately over the widest portion of the A
eye nut.
1 SI The inspection of the eye nut /Hilti Bolt shall. be 4
accomplished per Reference 1-D.
When documenting f
torquing, note on the Inspection Report in the comments
/
section it was an eye nut was inspected.
r!
Ul4 Washers used in conjunction with eye nuts and Hilti
..]
Bolts shall be as per Reference 1-D.
This should be
'1 verified at the time of toque verification.
For
. j.
purposes of clarification,
" installation" of the y
restraint occurs when the eye nut is installed on the anchor bolt and torqued.
a
-1 Eye nuts used in conjunction with bolting hardware (A-307, A-325, etc.) are to be inspected to verify that they are " snug tig ht" and secure the clamp to the j-conduit.
9 g.
Stainless steel cable when viewed perpendicular (nonhal) d to the long (verticalaxis of the conduit, shall be at right
- angles, 5
plumbness).
The angle of the cable when viewed along the long axis of the conduit shall be between 30* minimum and 90' maximum.
Penn No.1
^^
^ ^
l y
.M INSTRUCTION ISSUE REVISION PAGE TEXdS UTILI lES GENERATING CO.
l 8
i QI-QP-11.10-1 29 AUG 2 4 i"4 15 of 62
~h.
d
.y
.e 7
- 4 h.
Welded camponents shall meet the applicable requirements
,)
of Paragraph 3.6.
j fG i.
For vertical CSR only - restraint shall be installed
[ j per 2323-5-910, SH CSR-ID, Note 25.
j 3.9.2 Inspection of Previous accepted CSR's l :.i a.
Restraints previously inspected "and accepted and listed on CSR-15 series of Reference 1-D shall be reinspected for compliance of criteria listed in note 25 of CSR-Id, Reference 1-D.
b.
Restraints previously inspected and accepted for
- i vertical conduit runs but not listed on CSR-15
.1 series of Reference 1-D shall be reinspected for j
compliance of criteria listed in Note 25 of CSR-1d,
.t Reference 1-D.
3.9.3 Documentation of CSR's y
a.
Conduit Seismic Restraint inspection activities listed in Paragraph 3.9.1 shall be in accordance with Paragrpah 3.8.2 of' this. instruction and documented on an Inspection Report, Attachment 9.
fj b.
Inspection activities listed in Paragraph 3.9.2.of this instruction 'shall be documented on the
/,
spplicable Inspection Report, Attachment 12u or
.-d 12v.
G
.1 c.
Inspection activities listed in Paragraph 3.9.3 I
of this instruction shall be documented on the Inspection Report, Attachment 15.
1 1
3.10 LIGHTING SUPPORTS
, -1 3.10.1 Inspection of Lightino Supports The QC Inspector shall perfonn an inspection of the 1
installation of lighting conduit supports in accordance
- 1 with Reference 1-D of this instruction. Support acceptance J
shall be in accordance with other sections of this instruction j
with the following exceptions:
. '.)
a
'(
Poem pee.1
^
-.~,3..--v,
--..-,,..,.-.v--
---.ve
-,-,.-w v,-----
w..
-.--.,-.m.-
.-,,,,-.,,--,.----y
-..v.
w-r.,-
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'Q INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TE)(AS UTILITIES GENERATING CO.
CPSES q
QI-QP-11.10-1 29 AljG 24 too t 16 of 62 AY i
N a.
Inspections of support welding shall be documented on
]
a Traveler.
b.
Raceway system inspection sequence may begin and end at any point (s) in the branch circuit.
c.
Documentation of satisfactory lighting supports shall follow that of Paragraph 3.8.2 of this instruction with exception that hangers are not required to be listed in y
sequence or by drawing type.
The QC inspector shall list under Remarks Section the applicable wel ded supports unique identification numbers. Unsatisfactory conditions shall be docunented on Attachment 10. When conduit configuration makes unsatisfactory description difficult, a diagram or illustration may be used.
d.
Inspection of common dircuits shall be documented on y'
the Inspection Report by the lowest circuit number and the remaining common circuits noted under remarks.
x y
NOTE:
Lighting restraints and DC emergincy lighting
~
n; supports do not fall within the inspection scope of the lighting raceway inspection and documentation for consideration of capacity.
-)I location or configuration, or Raceway final inspection.
P' 3.10.2 Inspection of Lighting Restraint Supports t;
The QC Inspector shall verify lighting restraint supports excluding seismically supported lighting fixtures referenced in QI-QP-11.3-25.5 are in accordance with the following:
a.
Hilti bolt installation in accordance with References i
1-E and 1-H.
b.
Structural bolting in accordance with Para. 3.4 of this Instruction.
c.
Nelson studs torqued inacconfance with DCA 16,160.
.i d
d.
Support configuration material type and size are in j
accordance wi th Reference 1-D or applicable design 4
drawing.
e.,
Welds inspected in accordance wi th Reference 1-F.
Results of the above inspections shall be documented on an Inspection Report " Inspection of Lighting Restraint Supports" (Attachment 16).
1 TUGCO CA m
e
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.S a-M.
IN R ON Ih REVISION PAGE TEXAS UTILITIES GENERATING CO.
CPSES 3
QI-QP-11.10-1 29 AUG 241?N 17 of 62 b&
'k I
3.11 PRIOR INSPECTED SUPPORTS
?
Supports, or camponents identified with a unique "E" number 0001 thru 9000, or which have a "QC Acceptance" tag affixed
.6 to the support need not be reinspected for welding, unless obvious defects are noted. This support inspection shall be documented by the QC Inspector by writing opposite the support number listed on the Raceway System Inspection Report fj or applicable construction Traveler operation, " Accepted as
- y per Paragraph 3.11."
See example below:
SUPPORT SE0VENCE & TYPE UNIQUE N0.
g CSM-17A C11G 12345-6 Accepted as per Para. 3.11 y
Supports numbered greater than E9000 sh.all require acceptance
'-).
based on a satisfactory Inspection Report or Traveler.
4 3.12 SUPPORT CAPACITY VERIFICATION BY OTHERS u
q Conduits attached to the cable tray support framework in the 1;
Cable Spread Room do not require capacity verification by l
Quali ty Control.
The applicable step fo r capacity 3
verification on the Operational Traveler shall be marked as sl not applicable (N/A).
Capacity for these members shall be
- i evaluated by the Engineer and verified by Quality Control lj for "a s-buil t" acceptance per QI-QP-11.10-2, " Cable Tray Hanger Inspections",
,d i
3.13 DESIGN CHANGE VERIFICATION
'l Conduit
- supports, restraints, or miscellaneous welded electrical components modified as a result of Design Change Documents (DCA/ CMC) shall be inspected to verify N
incorporation of changes reflected on the Design Change Document.
These inspections wil1' be in accordance with applicable sections of this instruction and as follows:
a
~
'3 a.
When any revision of a Design Change Document has been d'
identified as not having been verified, the affected item shall be inspected for incorporation of the cha,nge d
referenced on the Design Change Document.
f.
b.
If it cannot be detemined if changes on superceded
.J Design Change Documents have been incorporated, the QC Inspector shall obtain the applicable superceded Design Change Document and utilize it in conjunction with the current revi sion of the Design Change Doctanent to assure verification of all changes.
ruaco or u 1. N.
- J 1
_j.
. k.'.
s i n
- s INSTRUCTION ISSUE REVISION PAGE
^
TEXAS UTILITIES GENERATING CO.
,g QI-QP-11.10-1 29 Agg 241004 18 of 62 1
"4 m1..j -
e
.! Sj I
j.'l q
c.
For changes affecting welding activities in wh ich supporting documentation such as
- WFML, welder qualification, or WPS utilized is not included in the package, the QC Inspector shall verify presence of the welders identifying mark.
The presence of the welders identifying mark is evidence, as Per CP-CPM 6.98, that the welder was qualified to perfom the weld and as such was issued appropriate weld filler material as y
listed on the WPS.
Y d.
Verifications and inspections will be documented on an Inspection Report, Attachment 13.
All revisions of Design ChangeDocuments utilized during verification and inspection shall be shown in the remarks sectio of the
.].
Inspection Report.
- j 3.14 DOCUMENTATION /NONCONFORMANCES
.:c Inspection not provided for on the Traveler shall be tj documented on an Inspection Report in accordance with 7
Reference 1-I and the Attachments in this instruction. All n,
unsatisfactory conditions shall be documented on an IR
'i
',4 and/or a.NCR, per References 1-I and 1-J respectively, as directed by the QA/QC Supervisor.
IR's shall be completed and transmitted to the CPSES Pemanent Plant Records Vault in accordance with Reference 1-I.
A reject tag may be
'd; applied to "unsat" items per Reference 1-K.-
ij J;4
.1 Ii iJ
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i2 f
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- Ib ~
t 5f TUGCO CA a"!
%%i
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l CTION ISSUE REVISION PAGE TEXAS UTILITIES GENERATING CO.
DATE CPSES QI-QP-11.10-1 nub 24 I9N 19 Of 62 29 i
i ATTAGEENT 1 A.
GENERAL The following is intended to give a basic understanding of Seismic support of class 1-E conduit and junction boxes according to drawing 2323-S-910.
i Conduit originates and ends with a junction box, equipment (meters, panel s, ins trunents) cable trays, etc. and are installed according to seris.s LA of LS.
These drawing's indicate the location of the support in relation to other supports on the conduit based on a span or a weight capacity.
1 Individual supports are shown in various other series of the S-910 drawing package.
These drawings nonnally indicate fabrication tolerances, pplication of the hanger, intended use (transverse or multi-' directional), the required plane of the conduit, means of conduit attachment to the hanger, and various other applicable notes.
B.
DEFINITIONS
~
NOTE:
Where definitions or diagrams conflict with applicable engineering
- drawing, the drawing shall govern.
'1.
Supports are designed to resist movement about 'various planes:
a.
Transverse - supports conduit in two directions, both perpendicular to the long axis of the conduit.
b.
Multi-directional - supports condui t in all directions, transverse and longitudinal (parallel to the axis of pipe) c.
Transverse capacity is " measured half-way between supports on each side of the ' transverse or multidirectional hange r.
Transverse span is the distance between two adjacent transverse hangers.
d.
Longitudinal capacity is measured half-way between supports on each side of a multidirectional hanger.
Longi tudinal span is the distance between two adjacent multi-directional supports.
l Poem No,t TUGCO CA L'
I A
s INSTRUCTION ISSUE AEVISION NUMBER DATE PAGE TEXAS UTILITIES GENERATING COJ CPSES QI-QP-11.10-1 20 of 62 g
g,, gg4 i
~
e.
Tributary span - length of conduit run used to determine support c.spaci ty.
It consists of Transverse and Longitudinal spans.
See page 16 for diagram.
Note:
Conduits are considered supported in all directions (multidirectional) when embedded in concrete.
2.
a.
51 - Maximum spacing of transverse. supports on a straight run of conduit (Ref. - SH. LS-1 an,d LS-5).
b.
52 - L cation of first. support at bend (Ref. SH.
LA-1 and LS-1).
~
c.
53 - Maximum offset dimension without any intemediate support (Ref. SH. LA-1.and LS-2).
11 d.
S
-Maximum offset dimension with 'thfee bends 3
without intermediate ' support. This dimension is only a guideline < for construction _ puiposes; overall span length between the supports is '
the critical dimension (Ref.
SH.
LS-6).
e.
S4 - Maximum spacing of multi-directional supports s(Ref. SH. LS-1;'LS-5, LA-6 and LA-1).
1 f.
S4 - Maximum tribytary span for multi-directional supports (L tee SH. LS-10 and LS-11) for l,d vertical runs if standard horizontal an P2558 clamps are used in lieu of C-708-S.
(Ref. SH.'LS-7, LS-8 and LS-9).
g.
S5 - Maximum distance between wall or slab and first junction box or pull box or offset or such similar interception without intennediate support '(Ref. SH. LA-1 and LS-1).
.h.
S6 - Maximum di stance between nulti-directional support on sn offset and adjacent 1 multi-directional support on a
straight, run.'
(Ref. SH. LA-1 and LS-P.).
i.
.57 - Maximum offset dimensi6n with one internedlate support.
(Ref. SH, LA-1 and LS-2).
t.
A'
\\
%g, TUGCO CA 6
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i
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. m.
C i
~
2
h8ER Ihy REVISION PAGE TEXAS UTIUTIES GENERATING CO.
CPSES QI-QP-11.10-1 20 of 62 29 E '2 gg4 i
I e.
Tributary span - length of conduit run used to determine support capaci ty.
It consists of Transverse and Longitudinal spans.
See page 16 for diagram.
Note:
Conduits are considered supported in all directions (multidirectional) when embedded in concrete.
2.
a.
51 - Maximum spacing of transverse supports on a strai run of conduit (Ref. SH. LS-1 an,d LS-5)ght b.
52 - L cation of first support at bend (Ref. SH.
LA-1 and LS-1).
c.
53 - Maximum offset dimension without any intermediate support (Ref. SH. LA-1 and LS-2).
11 d.
5
-Maximum offset dimension wi th three bends 3
without intennediate support. This dimension is only a guideline for construction purposes; overall span length between the supports is the critical dimension (Ref.
SH.
LS-6).
e.
54 - Maximun spacing of multi-directional supports (Ref. SH. LS-1. LS-5, LA-6 and LA-1).
1 f.
54 - Maximum tribytary span for multi-directional supports (L see SH. LS-10 and LS-11) for horizontal kn,d vertical runs if standard P2558 clamps are used in lieu of C-708-S.
(Ref. SH. LS-7, LS-8 and LS-9).
g.
S5 - Maximum distance between wall or slab and first junction box or pull box or offset or such similar interception without intennediate 1
support (Ref. SH. LA-1 and.LS-1).
h.
56 - Maximum di stance be tween nulti-directional support on an offset and adjacent multi-directional support on a
straight run.
(Ref. SH. LA-1 and LS-2).
i.
57 - Maximum offset dimension with one intennediate support.
(Ref. SH. LA-1 and LS-2).
1 4
i p.,i. m,
TUGCC CA e*
.t a--__---
INSTRUCTION 1
REVISION NUMBER 0
PAGE TEXAS UTILITIES GENERATING CO.
CPSES 4UG 241934 21 of 62 QI-QP-11.10-1 29 di stance between su j.
S8 - Maximum points measured' pports adjacent along a single to tangent bend plus straight run in any plane. Supports must meet S criteria on both sides of bend.
Bend in cokduit may be 15' minimum to 90*
maximum.
(Ref. SH. LA-1 and LS-1) 1 k.
S8 - Maximum di stance between nul ti-di rectional supports adjacent to tangent points measured along a single bend plus straight run in any plane. Supports must meet S criteria on both sides of bend.
(Ref. SH. 2LS-1 and LA-2a) 1.
K - Allowable overhang measured along centerline of rigid conduit.
(Ref. SH. LS-3a, LS-3b and LS-3c)
Kg & K, - Allowable overhang measured along centerline of rigid conduit for double overhang with two supports.
(Ref. SH. LS-3a, LS-13a and LS-13b, LA-3a.)
K Allowable overhang measured along centerline 3
of rigid conduit (a) and flexible conduit ("L")
for continuous run and double overhang cases.
(Ref. SH. LA-30 LA-3b,LS-13b).
m.
S Maximum distance between supports with g
condulets (B.C.'s) in a conduit run.
(Ref.
SH. LA-1c, LA-Id, LS-la, LS-lb, LS-1c, LS-12a.)
n.
5 Maximum distance between supports for span 10 adjacent to span with LBD.
perm pee. t Tuoco cA
INSTRUCTION ISSUE P.EVISION NUMBER DATE PAGE TEXAS UTILITIES GENERATING CO.
CPSES Agg 24 g g 29 QI-0P-11.10-1
'22 of 62 ATTACIF1E:1T 1 (cont'd)
The following are typical span diagrams.
See estTArett mW. M ttr@ tuft tfum'd8f M 4y me t i + 5. uns (in*J
' S* *
- r sa p
aI m
J I
f u
IJ s
-F H
-e Ref: Ma g g.g, Ref: LA-la e
M uon u
- L s,
s.
sa na A44 ((me.
CAMy (rF4) T l
l
~
~
- th
- E
+:
c d
{
~'
g
.c 4
-4.
lFGfAJD:
p"~4 Cauos,LEr (Ar )
Leo
+ raustur o.asur
+ r**usurase sanoer Q_4 4p = re.o.4<erieuse
+
- '****T y
~v
+, +_
r d
. ~.
l s, +j e M l s f al r
v t
7 i, t
sa s, t
\\ r, t
ma n.
Ref: LS-la
- T 4
S~,
s.*
t r.'
r3 r,
r, gr.% tv't"s 2)@I f [ "J i
?
A 8.'
i t
'l t
<g*
w
'~~
~~f g
g e
a 4-%
tT 1
i R
3
=
R,f. tS-13a
+ w:mnwn
~"
Ref: LS-12b ( C it, h e6 Ref: LS-13b aso;,p%3
- c..
=
a C
W5 l N2 f
-- i L
u, te_. I t,.
I 1
i r
I
..- cyt ':,TPAtCMT Qun CF PtPC-i
- 4 Transverse Capacity Ref: LS-11a a
l y
Lt - TRIBUTARY SPAN for LONGITUDINAL LOA 0!NG on
.4JLTI-0!RECTIONAL SUPPORTS.
Lt' 04 ',TRAV.tn? Rt31 Cr Ptpq LT - TRIBUTARY SPAN for TRANSVERSE LOADING on TRANSVERSE or MULTI-DIRECTIONAL SUPPORS.
Longitudinal Capac ty Ref: LS-11a
- a. b, c
- e. g. x. & y-THESE ARE MEASURED DIMEN-SIONS BETWEEN SUPPORTS.
)
f & d-THESE ARE MEASURED O!MENSIONS BETWWEEN SUP-l PORT & JUNCTION BOX.
Porm No.1 TUGCO CA
lNSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES WG 24 ES4 23 of 62 QI-QP-11.10-1 29 ATTACHMENT 1 (cont'd)
C.
CAPACITY CALCULATIONS of the support as specified on the applicable Capacity (Reference 1-D) shall be equal drawing to or greater than calculated loads.
Load shall be calculated by multiplying conduit unit weight times span.
Conduit unit weight is specified here below.
UNIT WEIGHT l
01AMETUt OF WEIGHT F CED.8 CDEUIT(!N)
CA8LES (L8s/PT) 1.0 3/4 1.5 1
2.0 1h 3.0 14 4.0 z
s.O 2%
8.0 3
13.0 4
19.0 s
23.c Example of capacity:
Legend:
4 Transverse support 9 Multi-directional support -
1 2
.3 4
5 n,
s,
~#
12' 12'
~
12+
12' Capacity calculations:
3" dia. conduit weighs 13.0 lbs. per foot per chart in LS-Sa Support #3 Transverse wt = 6' x 13 lb. to support #2 = 78 lbs.
plus 6' x 13 lb. to support #4 = 78 lbs.
total transverse
=156 lbs.
Longitudinal wt. = 12' x 13 lb. to support #1 = 156 lbs.
plus
= 12' x 13 lb. to support #5 = 156 lbs.
total longitudinal = 312 lbs.
CO OA Fonn No.1
=
INSTRUCTION NUMBER REVISION ISSUE DATE PAGE TEXAS UTILmES GENERATING CO.
CPSES Q1-09-11.10-1 29 p l)(: 0 4 m u.
24 of 62 ATTACHMENT 2 CCM AN CHE PEAK STEAM EsECTAJC S TAT.CN serrt r_
INSPECTICN REPCRT jaa irts oescaierion g.cr.wr.rur.cn w.
nsrcu / srmverou cu.c.aar.c.
P 4
srtc.no.
insv gnu ac coc. a arv a caas go
=Eaw n a rur cau.a.cssr. w
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.l0!-QP-11.10-1. Rev.
7 Ci".sT,c,5, O P,5g;;P,7* O T,'Mef,',T C P,a,g,er,,,
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ecroi ce eterro au. 4, uca.or irrus saris,actoav O iasncT=. co-tano. u sariwacronv in= usna so.a.
INSPECTION ATTRIBUTES 3
3,,[yg carg i
1.
l Weld Inspection per Paragraph 3.6 l
l l
2.
IRecord: WPS l
l l
3.
IRecord: Welders Symbol l
l 4
Assign E Number a.
Stamped on item l
l l
1 1
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,,sw M G D 1 f. \\ q l
l 6 t; W b M * "
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lg iI ll I
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1 I I I I
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nosaars (owas,setes, ETcJ 4
nurta cm w
'M i sicmaws
,l 4.R. Ct.CSED C
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oc :=snerca Ml/01 7/84 I
Form No.
TUGCO CA
INSTRUCTION RESlCN ISSUE NUMBER DATE PAGE TEXAS UTILITIES GENERATING CO.
CPSES AUG '>* 4 1C0?',
29 25 of 62 QI-0P-11.10-1 ATTACHMENT 3 CONSTRUCTION CPERATION TRAVELER 35-1195 1.
TRAVELER e l2.
SU? FORT f J.
UNIT 4 4
QUANTITf l5. FAGE1CF1 6.
ACTIVITY DESCRIPTIOt4:
STPUCT. STEEL CCMCUIT/J.B. SUPPCRTS I. REFEREhCE O W it4GS: 2323-El-7 2323-S-0910 SW.
CMC 8 8.
SPEC./FRCC./EMR. ItiSTR.
3.
LCCATION: (BLCG. 5 ELEV.)
l 10. SfSTEM/T.0.7 PREPARED BY:
DATE:
CEPT.:
REVIEWED BY:
CATE:~
ANI REVIEW:
N/A DATE:
N/A CP. #
CEPT.
OPERATICN CCNSTR.
QA/CC I.R.f ENGR.
I QC (V) CCNNECTION TO BLCG. STRUCTURE 1.
Bolted attacncent to concrete:
(a) Clip angles: Size & length............
Gusset plate & weld............
(b) Base plate:' Size & thickness..........
Weld......................
(c) Hilti Kwik Bolt installation as per G&H.
Owg/CEI-20.............................
2.
Welded attachment to embedded plates:
a Attachment spacing (per. CEI-20)........
b Hilti M MM M:ation-(per CEI-20)..
c Welding: Final visual insp'ection......
Weld identified with welders' syi.$ol...
II QC (V)
HANGER CETAILS
- 1. _ Membe r s i z es...............................
2.
Solts:
(a) Type ( A307 or A325)....................
(b) Torque (as per dwg 5-0910)..............
3.
Configura tion of hanger....................
III QC (V)
CCNDUIT OR J.B. ATTACNMENT VERIFICATION 1.
Type of support (Multi-dir. or trans.)......
2..
Clamps:
(a)
Type...................................
(b) Ins tall a tion acceptance.................
3.
Bolts or Nelson studs:
(a) Size & type.............................
(b) Torque veri fica tion.....................
IV QC (V)
WELDING 1.
Fit up and surface prep. (for partial / full penetration and skewed fillet welds........
Final visual inspection.............).......
~
2.
3.
Weld identified with welders' symbol.......
V QC (V)
HANGER TYPE & CAPACITY VERIFICATICN 1.
Type of support (Multi-dir. or Transverse)..
2.
Location of succort (Is it 0.K. per S-09107)
- 3. (A) For conduit supports only:
1 (1) No. & size of condui ts................
(2) Tributary spans of conduits:
(a) Longi tudina l s pan...................
(b) Transvers e s pan.....................
(3) Check capacity of support:
(a) Lo ngi tudina l..........
( b ) ' T ra ns v ers e........................
(c) Individually Engineered.............
/
%g, TUGCO CA V
P ey
INSTRUCTION ISSUE NUMBER RESION PAGE DATE TEXAS UTILITIES GENERATING CO.
CPSES Qi-Qp-11.10-1 29 AUG 241984 26 of 62 ATTACHMENT 4 CCMSTRUCTION OPERATICN TRAVELER 35-1195 T W ELEP. =
l 2.
SUFFCAT e 3.
UNIT
- i4 QUANTITY l 5.
FAGE I cF 1 i
~~
6.
-CTIVI!f CE3CAIPTION:
j7 REFERENCE CRAWInGS: 2323-El-
.NISTRUT/SUPERSTRUT CONCUIT/J.B. SUPFCRTS 2323-5-0910 CMCd 8.
SPEC./PRCC./ E.NGR. INSTR.
l 9.
LGCATICN: (SLOG. & ELEV.)
- 10.
SYSTEM /T.0.t i
I P?.EPARED 3Y:
CATE:
CEPT.:
REVIEWED BY:
DATE:
ANI REVIEW:
Pf/A DATE:
?!/A I CEFT.
I CPERATICN OP. #
CONSTR.
QA/QC g,g,,
E';G R.
I QC (V) CCNNECTION TO BLOG. STRUCTURE
- 1. (a)
'Z' clips.............................
(b) Clip angles: Size & length...........
Gusset plate 5 weld...........
(c)
Hilti Kwik bolt installation Dwg/CEI-20...................per G&H II QC (V ) HA?:GER DETAILS 1.
Unistrut/Superstrut hardware. installation.
i 2.
Unistrut/Superstrut bolt (or equiv.)
torque..................................
3.
Configuration o f hanger..................
III QC (V) CONDUIT OR J.9. ATTACHMENT VERIFICATION 1.
Type of su;' port (f'ulti-dir. or trans.)....
2.
Clamps:
(a)
Type..................................
(b) Installa tion accep tance................
3.
Bolts:
(a) Size & Type...........................
(b) To rque ve ri fi ca ti on...................
IV QC (VJ HANGER TYPE & CAPACITY VERIFICATION 1.
Type of support (Multi-dir. or Transverse),
2.
Location of support (Is it 0.K. per S-09107) 3.(A) For conduit sucports only:
(1) No. & Size of condui ts..............,
(2) Tributary spans of conduits.........
(a) Longi tudi nal span.................
(b) Transverse span...................,
(3) Check capacity of support:
a)
Longitudinal.....................
b) T ra ns ve rs e........................
d' c) Individually Engineered...........
1?
(B) For Junction Boxes only:
k (1) Size................................
,N (2)
Weight..............................
4.
Application:
(a) Wall / Ceiling / Floor....................
(b) Pl ane of ccndui t......................
4
's
%g, TUGCO CA l
INSTRUCTION TEXAS UTILITIES GENERATING CO.
NUMBER D6O ISSUE DATE PAGE CPSES QI-QP-11.10-1 29 AUG 241334 27 of 62 ATTACHMENT 5 CCMANCNE Q STEAM ELECTRIC S TATICN meer7 cc INPECTION REPORT jaa (TDI otinJuFTsus, gagsgewunam E SY3 TEM / ITNuGTwNE m aar.cn 3
CONDUIT RACEWAY SYSTEM 1
s wur. usa garv.
garm occ. e ap. a enames no.
mames on 6 m zu.cce r. mo.
ES-100 si si 01-0P-11.10-1 Rev.
v 0 1",, %,,
C @ m noa O y,gitn=o, O P,,,,,,,,
M,w,,,n,
ans,L RE3yLTS O
eenom ca urro, au. a,
-- irnas saruracron, O-
.-==-=
INSPECTION ATTRIOUTES cars sism fung 1.
Verify support attachment per Para. 3.5.1.
2.
Verify support assembly per Para. 3 5.2.
3.
Verify sypport capacity and/or scan per Para 3.5.3.
4 Verify support welds acceptable per Para. 3.5.3.11.
5.
Verify support backfit acceptable per Para. 3.8.2.d.
SUPPORT SEQUENCE 8 TYPE UNIOUE NUMSER REMARKS ORIGIN e
\\
]
bm, -[ l.
t
- s annamus (owes,spres,rTcJ
- Room No.
l l
Per Paragraph 3.7:
a.
Bearing is SAT all supports I j
i b.
Exceptions listed on IR BP i
NOTE: Origin and end points not inspected on this IR.
I w
N MD "C"**
a me O
. oc useteron is MI/02 7/84 I
%g, TUGCO CA
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INSTRUCTION REVISION ISSUE NUMBER DATE PAGE TEXAS UTILITIES GENERATING CO.
CPSES QI-QP-il.10-1 29 AUG 241334 28 of 62 ATTACHMENT 5 (Cont.)
CDMANCNE PEAM STEAM EUCTRtc STATICN INSPECTION REPORT (supst.cuef7AU 1h48%
of FOR FUU. HEADI.%3. SEI SHEET 1 NO.
E IMCTION ATTRIBUTES 0
dsu w35 er
.. a 99mm a nrnwinnd s in ( n,,.
s 1 4 1
i I
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I e
i r---
g
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s i
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REMARK 3 (pues, specs,gtg l
l l L A. CLCSED Q f*teufup" i "
'S oc := set: on M1/01 7/84
%g, TUGCO CA r
r
,n--,
m, r
=-s-,ev en-r-ev-w,
---w
, - - - - +
e--m-wm--w-e-o,-w,-ww,,m-,.,-vg o,
~ w w w v-n---e w,--e,m-*---s-
.a__-._.
e t
INSTRUCTION REVISION ISSUE NUMBER DATE PAGE
~
TEXAS UTILITIES GENERATING CO.
^
QI-QP-11.10-1 29 AUG 241934 29 of 62 ATTACHMENT 6 1
8 NUT ROLTATION FROM SNUG TIGHT CONDITION Oiscosition of Outer Faces of Bolted Parts Both faces normal to bolt axis, or one face Both faces sloced not more normal to axis and other face stoced not more than 1:20 from normal to bolt than 1:20 (bevel washer not used) axis (bevel. washers not used)
Bolt lengthb not exceeding Bolt lengthb exceeding a diameters or 8 diameters or For all length of bolts 8 inches 8 inches.
1/2 turn
~~2/3 turn 3/4 turn a.
?Iut rotation is rotation relative to bolt recardless of the element (nut or bol t) being turned. Tolerance on rotation:
30" For coarse thread heavy hex structural bolts of all sizes.and length and heavy hex semi-finished nuts.
b.
Bolt length is measured from underside of head to extreme end of point.
UNISTRUT (A-307) BOLTS -
BOLT SIZE TORQUE (INCHES)
(FT. LBS.)
1/4 6
~
5/16 11 3/8 19 1/2 50 TUGCO CA L
?.
- * ~ -
-x
.....u._.-
INSTRUCTION REVISION ISSUE PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES 30 of 62 01-0P-ll.10-1 ATTACHMENT 7 PARTIAL PENETRATI0tt FLARE BEVEL GROOVE J0!?lTS i
I 7
1
- - /
/
6L -
f 3
C N[ E
^
^
k l
1 w
l a
A g 4'ME N
i L
J
[
l 2
i s
l 71*/. um *D TWh6 %ff,46 blT*T.O Tues Tusa STset,
- 1847 bOM A* A Fit-Up acceptance for the above Partial Penetration Flare Bevel Groove Joints shall be verified in accordance with the following:
PARTIAL PENETRATION FLAAE BEVEL G" COVE JOINTS M X. OFFSET TO E3C ROOT GAP-A MAINTAIM E
WIME5_5 C TO C FIT Rc0T OPENING RAD [y$. g 2"
U4*
U32" 1/16" 7/16" 3'
U4" U16*
1/16" 9/16*
4" U4=
3/32*
1/16*
5/8*
4*
3/8*
US*
Uld" 3/4=
4*
1/2*
1/8" Uls" 1.us-5*
3/16" 3/32*
1/16*
1/2" 5'
U2*
' 5/32=
y32 g,y4 6*
3/11;*
1/32" 1/16" 5/16' 6'
3/3' 5/32" 1/16*
15/16' 6'
1/2" 2/16*
o g,gg.
8*
3/16*
US*
1/16" 1/2" 8"
U2" US*
1/16*
t.1/3
%g, TUGCO CA
. _ _, ~,...,,
~
l INSTRUCTION ISSUE REVISION BE DATE PAGE TEXAS UTILITIES GENERATING CO.
CPSES 29 SU6 2I E04 31 of 62 QI-QP-ll.10-1 ATTACHMENT 8
' PARTIAL PENETRATION FLARE BEVEL GROOVE Atl0 J0! PIT r
r 3
L J
e J
y (56t,'40TE met awa.ro wee sterA
'4
[r D
L J
\\
( ' EE NoTL q
nos sren e mir.
4 NOTE: Weld size for structural tubing shall be of the same outer dimension in accordance with the dimensions provided on the drawing. Where dimensions are not provided, the groove shall be filled until the weld is flush with the outer surface. Fit-up inspection is not required 'or the above Partial Penetration Flare Bevel Groove Joints.
%g3 TUGCO CA
t.
INSTRUCTION ISSUE RE'W'N PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES QI-QP-ll.10-1 29 W ? 4 '004 37 of 62 ATTACHMENT 9
- uanca *Eu sruu u: asc sincu e
a INSPECTION REPORT jan
.rm c==--rc=
a.,rrcansa w.
SEf5MIC CONDUIT RESTaarqTS gsrsru, ar=wr.au as.saanca me.c
- ace.
- aar ac coc. a esw a cunes go gwam.nz.a m u,.s cm.ac.
si el 0l-0P-11.10-1, Rev.
C 3"as Yes C @ NrYc7*" C TUNES C"Yege en Dn"eh:n a
m. asma.ra O awee = co-i.xrus, u.c==uc e64 irme sar:-actent O amena= comsrun, unsan= crone irew unrun asum
- * '"**** f:"
- ^75
'C OrDe M IMSPECDON ATTRIGUTEs Y
I gayg I
1.
IVerify suoport attachuent oer oara. 3.5.1 i I l
2.
lyerify suocort assembly ner para. 3.5.2 l l 1 I
i IVerify sucoort capacity scan oer oara. 3.5.3 I Ii 4
4-a.
lVerify succort welds acceotable oer cara. 3.6 a 3.11 l~ l (
- I 5
IVerifv stainless steel cable installation acceptable I i l i
lper para. 3.9.1 A-n l l l I, a sg 6.
IVerifv eve nut and bolt installation acceotable ner,,--b TP. ' U FA 4
'1:
leara. 3.9.1 F hlN y dl.gdJ
?_
IVerify cable clat"o installation acceptable Der cars. MI bl f l
11.o_1 E il I
9.
IVerify cable avis satisfactorv Der oara. 3.9._1 G ll I
o Ipeerniat in m iled car ?171-5 010. Sh CSR Id.
I Il l
l Note 25 der Part. 3.9.11 I lI i
f nor. rer ISupon0T SF01'FNrF & TYPE UNf00E NUMBER REMARKS lI
\\
l ll i
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I I Ii i
i l Ii i
l l l 1
1 1 1 I i
i l i l i
I i i i l
l I
I i l l
l m% specs, r :J
- Room No.
NOTE: Origin and end points note inspected on this IR.
Per Paragraph 3.7:
a.
BearingisSAT,allSupports[j b., Exceptions listed on !R BP 8'^*
'<8 '"
l 3,n, c:,csc
.m
'rt
.mana u s
,j
.s oc asps: :=
MI/03 7/84 TUGCC CL4 Form No.1
+--tve 7
"MW-yY-g w r7Ww-9v' y1-y Ww-w
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rw y
.-%=-'W
-e-r--'ww-~~-g*M+ev'yv--.,&w
-w---
v
INSTRUCTION REVISION ISSUE NUMBER DATE PAGE TEXAS UTILITIES GENE 9ATING CO.
CPSES QI-QP-ll.10-1 29 AUG 241984 33 of 62 ATTACHMENT 10
~.CM AN CHE PUK STEau EuECTMsc S TAT.CN m.e 1 2
INSPECTION REPCRT jaa
. ras casemarca g-.cor.c= w.
- sisro, sr=wcn.aE as.saarca Conduit Raceway Support m
v 3PEL M gMEV.
g EF 46 ;QC, &
N
- g. & CM&MGE qQ AdEA&NE M ig3T E Jusp Q E'j T, gG.
si e10!-0P-11.10-1 Rev.
CI"aset:Nc*n CYgigma OggT C Pa,b,c,,e, C T,Ty r.
M NE3ubra C supTCr*@e CQasplETED. ALL appuCasLE ITDas sar1 PACTORY O e co-Leren. une.nsmetone irt= untro seu=
INSPECTION ATTRIBU TES I
- Igarg s[Arung e
'ICENTIFICATION OF LINSATfSFAETORY FONnftf0Ntf9) l1 1.
1II I
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MI/04 7/84 l
%g, TUGCO CA
.,... -., _,. -... _,,,_._ _.-._. - -.,_ -- _,_..__- _ -. - -., _, _., _ - ~..
i INSTRUCTION EN ISSUE BM DATE N
TEXAS UTIUTIES GENERATING CO.
CPSES 29 AUG 24 G34 34 of 62 or_qp 3j,30.j ATTf.CHMENT 10 L
(Continued)
CllMANCMC PCAK STEAM ELECTRIC STAT 1CN INSPECT 1CN REPORT 01-0P-11.10-1 (Epst.EMENTat.)
Sheet 2 ef 2 FCR FULL HEADING 3. SEE SHEET I
.10.
skrh E
INSFECTICN ATTRISUTE3 v
r ?.
El
.. n i IDENTIFirAT!nN nr nyearterarvnov enyngrrnyres
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1.
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oc manc sa M1/04 7/84 -
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INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES 29 AUG 2 419N as of 62 QI-QP-ll.10-1 J
ATTACK!ENT 11 C3tSTRUCTIOR OPERATICN TRAVELER 35-1195 i
4 1.
TiuurELER e g z.
g J.
g4 QUANisTY 5.
PAGELGFL wrvu #
9MIT e 6.
C ivisT ClicxiFriGa:
r I.
AtrinE:.cE ; w it.G3: 2325.E1 i
SET!MTC #ET*2AMT5 POe CCNOVIT!/05'S I
2723-5-0910 SH.C!E CNe 5.
sFEG./ PL;.sL.GA. Ui5TR.
- i. LOG /.TIG4:
(5LT.4. & ELEV.)
g g10.
515TE1/7.0.a l
PREPAR D SY:
CATE:
DEPT:
REVIG ED !!:
CATE:
L ANI REVIEh:
N/A DATE:
N/4 OP. dl CEPT.l CPERATICM l CCMSTR. hA' f l !.R.*
g I
QC(V)
L'.PMECTION TO BLDG. STRUCTURE 1.
soltee attaenment to concrete:
t (a) Clip angles: Size & 1ength............
(b) Hilti kwik bolts (w/ eye nuts and washer; installation as per G&H dwg./CEI-20....
(c) Hilti kwik bolts (w/o eye nuts)-install-ation as per SAM owg/CEI-20............
(d) Contour of hole in clip angle, etc.....
2.
Weided at*.achment to emeedded plates:
(a) Attachment snacing (per CEI-20)........
(b) Hilti kwik bolt location (per CEI.20)..
(c) Welding: Final visual inspection......
Weld identified wita welder's syncol...
II QC(V)
HAMER DETAILS 1.
Member sizes (unistrut/superstrut or struc-tura l s tee 1 )................................
2.
Bolts:
La) Type A307 or A325 or A320. G7-Th. Rod.
Lb Size and torque verification...........
Lc Lock washers...........................
3.
Clanges:
(a) Type:
(b) I ns ta ll a ti on acceptance.................
4 Aircraft cable:
a) S i ze & type............................
b) Cable clamos: Type & torcue verifica-tion (as per 5 0910 dwg. )..............
g f,-
(c) Check cable for damage.e.g. frayed or
- p. a (,.
cut, etc...............................
8L-Configuration of hanger:
[O~3-. u. j gp
- 5..
[
(a)
, Corr.ectang1e...........................
g (b) 1u. ness...............................
QC(V)
FINAL IM5PECTION HANGER TYPE & CAPACITY YERIFICATICM 1.
Location of support (Is it 0.K. per 5-09107),
2.
(A) For conduit suoports only:
- 11) No. & size of conduits................
}2) Tri buta ry span........................
q Chect capaci ty o f supports...........
' Individually engineered..............
I l1)For Junction Boxes only:
(B 512s..................................
(
(2)
Weight...............................
" 2.
Application:
(a) fda11/Cafitng............................
Pp jt (b) Plane of coneuit.......................<
FINAL !.A.#
p,,, g,
TUGCO CA
,.. ~. -.
INSTRUCTION ISSUE E 3I PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES 29 OIII' 9 4 4
36 of 62 QI-QP-11.10-1 ATTACIDIENT 12
. MAMCHE PEM STEAM E Z:TRIC $ TAT.CN sees
- v INSPECTION REPCRT g,
sTgs ;tscMtpT;cn ner.r.GariGm 10.
AT&TEW s 5T% crop i sELGnanca y
.ON0 ult SUPPORT BACKFIT ITEMQ pr a insv.
,=r. u coc. a asv. e cuwd so.
pwt a ur sw cor.ac.
.l
,l QI-0P-11.10-1, CI"as9p -Ec*n CTfcIhS"*" CTa$$$Ect Ory,,yene, M,,,,
w enn ns.u.ts O mecemn comuno, au. woucaeut eTess satwacton O asmenon cowuno, unsannuron inus unno sem I
INSPECTION ATTRtSUTES 1
ATE C
g I.
- 11. 5-910 Sh.
LA-Je l
I i
12.
LA-4a l iI I
p.
L5-ib l
l l
l4.
LS-8b i'
l l
5., 6.
. CSP'-6a, 6b l
l
'7.
CSM-14a i
'l I
l
_ a m ",
I i
i lo o rew.tc.
ich 11 0.
CSM-18a r.-* M W.'I 6' (
l i
11 1.
CsM-tee
'3 ' ' ' \\r+ "
i I
ce _71 M "~
lto l li l
m 11 3.
CSM-24 i lI i
11 4.
C5ft-25b Il l
18 16.
17 CSM-11a. b. c lI l
18.
C$N-41 ll l
'19. 20.
JS-22a, 22b
!i i
21.
JS-23 l I l l
19 9
.it.pt iII i
I,,
I ! i l
m 3, 12 4.
JS-35 l II l
125.
Succorts adiacent to L90 l i I I
I los; _
97_
reo_o8_ or l li I
i 128.,
CSR-10a, I ii
- if.
lThe above supports inspected for:
partial run, roomi# l edtirelrun, I
& E 2 Y&
y l 1.R. C1.03C
[
$ 8'G"'M l
gg,
l M1/05 7/84
%g, TUGCO CA
INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES 29 NI @ 2 4 IO H QI-QP-11.10-1 l'37 of 62 ATTACHMENT 12A
.CMANCME e_AM
$7EAM EwEC*Ric S TAT.CN v
n.m w
INSPECTICN REPCRT (Na
' N DE3C**
- Conc,utt support }"" CAT ~ca
- sT** e INcn at m aanca u -.
1..,
3PELM slMEV.lNEF M. ;Oc. t #Ev gnagas.ng a rg3T a caame.E go g w.a gegr,3o.
nr.no.ii in.1 AsPEO"1CN css 0
JesP. eE3ubf 8 O as'ecT se comptgTro, au. asuucasts tress sar:aractony O =enecta co=urro. wasan croc.
unna s.Lo.
Oc 'a***croa
- am
,e STEAs NG, INSPECT 10N ATTRIOUTES I
88 3g sismatwig l
l1 I
i li
)
i li i
1_
rup t TH.LA.3e (For 4*.
5* conduit only, circle onell' I i i
l i l l
~
2.
l Verify A Max. L flax. L fiin. to Current Revision ll l
I f
i 1
'4e* De tition AcceSted to in Remarks l
l I
I I
l l I I
I i
I I
i I
e
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i e i%.., m #W l
l l
- t. M VI O l
i l
9 l
i l
iI l
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1 i l i
I i i i
l i i!
I i
1 1 I e
I i ei i
senamus iowan, specs ric.)
l t
Form Rev.4
'? l L R l
"TE Ct.C3ED m
sienan,as ac ;mset: sn i
MI/06 7/84 l
TUGCC CA
%g, H_.,._-__-._...
..,-4
-,_.s-.
.~.. -. _. - -. _ _. _, - - -. -, _ - -..,. -...
INSTRUCTION ISSUE REVIS!ON PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES 29 Agg2{iW 38 of 62 QI-QP-11.10-1 ATIACRENT 12B
".CM AN CME FEAX STEAM E6ECTA C S TAT.CN INSPECTICN REPCRT je aa.c.aar.ca iTDs atacawr.o" (,onsult wpport imvcAan
- gstsTLU sT=wcn.at o..
ks4 i + n
.9 F
c re r,3c.
gutAs.mL a su ga.s a
e cnanst 50 gMe gur u coc. 4 4tv PEL.m 11 _.,_, si ot-0D 11.10-1 1
Ol",,",,c#c.
O g d rye,
- O g-tpct G Pa,p,,c,c, C g,y.,,
S JeSP. 44.siA.r3 C same-rom censuTra au. aesucasLE arons sarsracteny
^
Cinaptenom consuTro, unsartwactoav artme usTrn esLew
,e I
INSPECTION ATTR18UTES
- Icatt go, m,g
,a a o
l i
l II l
1 SH LA-4A (3/4".1".1 1/2" diameter only) l l i l
~l
}
l i
NotelA: If above conduit is 3/4" dia, verification of I
l lattributes 1,2,3, is reovired in all buildinas and ele-I I
1I I
Ivation the cc e ri+ it r.m f a enu, t i e t oa enn+,4 +
linsoection is cartial run comolete item II, pane 1 l I 1
Note B: If above conduit is 1" er 1 1/')* di re*=* varifi-1I I
cation of attributes 1.2.3, is recuired only if conduit ii l
trun exists in following areas:
1 l
l l Aux. Bido. above E1. 852*-6" ( Aux Bido. does not in-I I
I i
l l ewe rieer rvremi n1 M I (G Ride. ahnve F1 A11' 6"
_ mM l!
TT Q t d, *, i#M i
l Int. Str. above 860'-0" l
1
(
l Containment above E1 905'-9*
dGO l
~
l i
I
'l
!i l
1 I y,ris t ~n r+
+.m.
-c eu e s_n v
2.
I Verify Max. number of conduit per support as per LA-4al l l l
3.
I list drawino revision of acceotance in ra-arks I I I I
I l l l
l 6 i f
I I i l
nosaans tcwas,sn=s,(n.1 Form Revd at orto =cn w I i. A. C1 ::st.D C
-sicmaus j
0^ 4 e
oc.msrsenn ai
,5 !
MI/07 7/84 TUGCO CA po,,n no.,
l
~_ - ~. _. _,._
_~.. - _ -.._._ _
,i INSTRUCTION ISSUE "S*
PAGE NUMBER OATE TEXAS UTILITIES GENERATING CO,
~
CPSES l
AUG 4 " !
QI-QP-ll.10-1 29
~
39 of 62 A'ITAQMNr 12C l
0% AN CHE PCM STEAM M CTRIC S TAT.CN w
~3 i
INSPECTION REPORT gaa irns assemarion cancun awpparc canwwc=
o.
sisrzm e armurons.us.caarca 83ckfit item 83 1
pt :.c.
nuv.
=r u. coc. a esv. a caanes so
=<Asuit a rm tw ccer ac s
e 01-0P-11.10-1 O i",,,",,d,$,
O %f&,r* O ggo, O F,*,yo,,,
Dy,w,,c,,,,
a M P. mesutra O===ee ia= ces trren. au. aa ucas's iress sartiractoar C imam ccesst.ETro, uneartspacTome sfue usTED esLow INSPECTION ATTRIOUTES I
a-Igarg gy,g
.i
.n =
e li l
l IIl i
I I I i i
l 9e.7h ver+4c31 r me only
'li I
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1.
l Indicate (circle ( conduit diameter 4". 5" i
l i
l II I
1 I rar 4" enet C" rne.e.,f*
re.is, t'a nor te.7% if >Neva I conduit exists in following locations:
l l l
l Aux. Bldg. between 790'-6" and 831'-6" floor li i
i Elect. control b1do. between 778'-0* and 007" f1one I ll l
l ll l
Ii i
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4
..., m --
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assaans (owes, specs, c :]
Form Rev.4 4
8E's TED 'C8
- i
~ Sarws tR CWG 6'""'
,s l i
e oc.nsescrca MI/08/7/84 l
l TUGCC CA
%g, i
._,,n_,..,-r
---r-,
-,,---,,.n---
---..L.,-
.. - -,, - - >+
-, - -., ~, - -, - -.
l
_.?.-.e-...
s t E INSTRUCTION ISSUE 1
REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES 5.lle' n a
< 40 of 62 QI-QP-ll.10-1 29 I
n 2 D i
CCM AN CNE PEM STEAAe E6.ZCTAlc S TATICN W
- F INSPECTION REPORT je irns oax.r non i one c aw, pw - lccirmca r.c=
o.
gavuro., srnucn.nz as.aur.c.
Backfit item 84
,f
=
spur.m garv.
g v ac coc. a arv. a cumes so juAsusa au <w cest.no.
a
.I si 01-0P-11.10-1 O%Nyo, cyggg,no" Ol"'/,# ige C % c,,,
C P",c,77,,,
s m
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. a42.
uc 6 iro e saris,.crant D iana=enon ca w n. --. - Tony irew unruo a
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,jarung INSPECTION ATTRIOUTES gagg 1
I l
l I
l l l
1 1 I; I
l LS-8b (vertical 4" and 5" conduit only) r 1 )
.I I
l i
1.
l For 5" Conduit only:
)
i I Verify S 4' Per SH.tS-8b if above conduit run exists
)
i I
in in11cwine areas-l l l
l SG Bldg. between EI.773'-6" and 185'-6"
( )
l between E1.785'-8" and 790*-6" l l }
{
l l
l 2.
For 4" and 5" conduit only:
j veri f y $4 per SH.ts-8b if above conduit run exists I
in #milnwine arpaa l
SG Bldg. between El. 190'-6" and 810'-6" i i i ! I l
6II I
I o Fs \\
l !i j
t l
6C
.. kh>
l l l l
s l
%, v. t ( u <
g ; l l
l O"'
l l l l
1 I l l
I 1 I l
assaan iowes. m ::,sm:;
Form Rev.4 l 4.R. Ct.CSED [
- siGuarwe 8' "
oc aspu cn
's Ml/09 7/84 TUGCO CA
%g, i
~
INSTRUCTION ISSUE N
8 OATE TEXAS UT1UTIES GENERATING CO.
CPSES AUG 2 4 l30'l 41 of 62 QI-QP-11.10-1 29 ATTACHMENT 12E
';uANCHE MM STEAM EsE;RtC STADCN n.eu-
.s INSPECTION REPORT jaa iron occmarca conduit buppcrt lcmmrca e gavsres e sr=wcn,ma awnara asekfi* from 5 ud 6 P.
M 4
gutaa.nz a sur tw.cnT.aG a
av ac occ. a arv a osames e sytr.m g sv si et 01-09-11.10-1 s
CI"as"et8o'n DS!bT " CYn$E$Ec5 C I."Incnen DsYet r:cm w. mMIA.T3 0===cruia ce satries. att aa ucasus irois sarwacrear O inspec,o= connurin, unsesmeron ire = unren esto.
ip6SPECTION ATTRIOUTES cart 1
a,,
I I
i l
i l
Ii l
I CSM 6a (ftea 51. C % 6b fitem 6)
'l l
l l
1.
I Verify brace and header P1004a turned 90*(out of Plane l
i j
j i
l per latest revision CSM-6a for above listed conduit i
l I
i 2.
I Indicate Hanger type C5M-ea, new.
l l
[
l CSM-6b. Rev.
l l
l l
i l l
i Note: Backfit Items 5 & 6 reoutre verificat. ton l
l l
in all buildinns for all diameter conduit I
l I!
l l
l l l
t a t*\\ \\\\
l l
I I
e ".~i o d I
i l
i Ct. i;/ MN#
$ ! i I
i h4 1 l l l
1 i
I i i i
i I i 1:
1 I
i l I
I I i i
mesaaus I:wes,snes, E cJ I
Fone Rev.4 WE
- sionave 80 * * " "
- l g,n. ct:3c
.I L
e oc :ssrt:Tcn
,e Ml/10 7/84 TUGCC CA 4
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o INSTRUCTION ISSUE "SO PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES AUG 21 F~**4, QI-QP-ll.10-1 29 42 of 62 ATTACHMENT 12 F
- MANCHE PEAK STEAM LuiC TRIC S TA TsCN w
-r INSPECTICN REPCRT lma w yw r - winrcar.cn e.
sysTee e sTnwcr at.;ma.smar.cn irns ogscmar.cn w,r.cw l i r
Backfit Item 7 rur u.a cnr ac.
srtr..e g an.
g tr ac soc. a esv. a cnanct go g=(Autcn a
sl si OI-QP-11.10-1 O I".s=,,egy,s, cp.fc4'c'IWd"*" C'"7s'n"EcT U N"=fncmen UP"a' sin nem mSP. 41.s1A.rs O mecenan connuren. au. an=ucAsu irme sararacrent
- ^ ' '
O = sac,o=
c=== urin. unsanwaerone ircus usten esw.
INSPECT 10N ATTRIBUTES
,, garg sir.m n;ng I
i 1
i i i i i
i i li i
i CsM-14A ( All conduit diameter vertical plane only) l-l l I
li I
ll 1
I,,.
u.,
.a.
u,..,,
,4 e roenniiv
.,en ai.
1 Detail is used if above conduit run exists in followinq I
l areas:
}
l l
Aux. 81do. above El. 831'-6" l l l
l M o?do 39v, ri ols.6=
l l l
1 Int. Str. above E1.860*-0" lil i
i Fuel Bldg. above E1.360'-6" l ll l
l Control Bldg. above E1.860'-0" l l 1
i Elect. Control 81dg. above El. 830'-0" 1
I l
l l ! i i
I
_w III I
i
- m @ N\\ 4.1
! i l
l
.4B,i%tI#1 II I
I b 'A 's * '
i ii i
i l l l 1
~
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l i I I
amania cwas,snes,c u om Pev. 4
's
'TE
.,l1.R.CLO3E3 r--
- siamaus QC 'NsMer
- R
- q M1/11 7/84 TUGCC CA ponn no, i i
INSTRUCTION ISSUE ESU PAGE NUMBER OATE TEXAS UTILITIES GENERATING CO.
CPSES h0G 2 d 1994 QI-QP-11.10-1 29 43 of 62 j
ATTAC10fENT 12G l
~::M AN CME P'M STEAM Z.ECTRIC S Ta7lCN INSPECTICN REPORT
[na irns otscmsten wanm c wppar c wr.rur.cn w.
svaros / srwucremt as.snar.cn 4
Backfit item 8 and 9 e m cn rams m.a cee r. ac.
a av ac coc. a erv a :nnes w g
srta.m j rv g
n
~
el el 01-0P-11.10-1 O I"asn5c'n O Yg Y h$"* O Yn5N$n$
?"n$iecron UYsTre r~en
- w. mesta.rs O musec uss consuTED. Au. asuucasi.s iTess sansracten-O ussaec,a= cmanurus. unsansacreav irne ustin saum I
4NSPECT10N ATTRisuTES cats a
fung 1
i I i l
l I
l ii I
I I Ii I
l CSM-ISA (item 8): CSM-15B(Item 9)
~lI l
1 ll l
l 1
i vari #v anoin made by C6 and Brace anale is 45'+ 2' l
i l
l l
l If above conduit run exists in following areas:
1 I i
l Aux. Bido. above E1. 831'-6"
)
l SG Bldg. above El. 810'-6*
11 l
{
l Int. Str. above E1. 832'-6*
l l
I Fuel Bldg. above E1. 860' l 2
l-Containment above E1. 806*-0*
l Elect. Control Bldg. above El. 830'-0" l
l l
l i
9 f adicate Hanaer tvoe: CSM-15a. Rev.
I l 1
CSM-150. Rev.
) { l l
l l l l l
I !i i
1 l
I i l I
i
_., o R 9 I I i 1
1 8D% P.
W t M A.I Ii l
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n M 14 * -
1 I I I
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nesmaus owes,sncs,crea Form Rev. 4 omrt
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oc nse.:::n e
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Ml/12 7/84 TUGCC CA Penn No. t
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I INSTRUCTION ISSUE E8O PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
cPSES SUb 2 I b34 QI-QP-ll.10-1 29 44 of 62 ATTACHMENT 12H h.
00,sa.W,s M an s
- E a.s
- _u. ^ - 4
~~JN INSPEC T1CN REOCR7
'.o 4
irtu aascaierica ITEM 10 comim.a= w se sm, snuc r.=
asea r#
CONDUIT SUPPORT BACKFIT
.o g =<ason on tur cau.,. ant spec.ao.
inv ins ac occ. a esv e c.ac.a,o il el Ql-0P-11.10-1 Rev.
N hi inseh'cr
.mhEC*1om se s riam ses om
.n8P M3ubr3 O is.s cerio= co atsteo, act a, ucasts irt=3 sarissactcar O asne:rion ca utreo. uasariwacroav i rt== ustro octa=
,c f
f INSPECTION ATTRIBUTES loarc sacas at.
s
,2.
l II I
j i CSM-18a (Capacity only) l lI i
i i
1.
i verify load on CSM-18a. types 17a and 17c. to confirm l I I
I to current drawing if above run exists in followino I!
l iI l
i l
areas:
I I
Aux Buildino above E1. 686'-6* (Does not II I
I include Electrical / Control Buildino)
L lI l
l I I
l Safeguard Building above 852'-6*
I Interior Structure above E1. 885'-6*
II I
Reactor Building above E1. 950*-7*
1l l
i l Il l
I e
~
! Ii l
2.
I Indicate revision nunter accented in remarks-l I Ii I
t i II I
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Form Rev. 4 IR CLOSED 9
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oc =snerca MI/13 7/84 i
TUGCC CA penn me.,_,_-- _...,,
INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES AUG 241984 QI-QP-11.10-1 29 45 of 62 ATTACHMENT 12I
- M AN Ch t PtM STU M L. C TRic S TATICN
- v. m v
fMSPECTICN REPCRT jan
[ets cascwic.a conouit wpport genmaa io.
gsvarone sr=wcrou as.o nca n.-v ri, t +m 11 e
m.m gm
,e a sec. a uv a c,.ame o jwaut a w u.a.ccu-s si ei 01-09-11.10-1 9
C ns7p Eo's DSN=*" CY=$I$Ec$
b Tneme.
Dsn ren T
- w. usu.rs 6 COMD Abb AMUCASLE frEMS Sar!3FACroAY O meme= cowurro, um n cron, inn unno o oc.uncrea
==
Irau aa.
INSPECT 1CN ATTRl8UTES QC
=
O'TE sismaw I
2 =
is l
I i
I i i l
i l i i i
i CSM-18C (when L max. creater-than 6' only)
F i
I I
l i
l 1
lreca.,+
e..a aa e + t with an "l" Max. oreater than 6' to l
l I eaafom to current drawino if above conduit run exists l
l l in following areas:
l l
l aur_ 91 di - all elevations l
l 1
SG B1dg. - all elevations A 4., l l
Int. Str.- all elevations
~! ! 5.'i
.,p
' ([dd j i l
Fuel Bldg. - above E1. 841 *-0" y M Ji al Q lf4'M Control Blag. - all elevations l
l Elect. Control Bldg.- all elevations I
l l'
l l 9
v cffy eennne* r am-ity far all CSM tat. for all "La l ll I max in all areas and elevations if suoport design l l 1 I
l drawino is CSM 18C. Rev. 4 or earlier. *
$ !i l
l l l l l-t i rair...
oniare.. rw e 3-r.n+
a +n fa o,cu ra l I l l
l l l l 1
l i i i i
l I i I l
=== aa cc-as.in=s. c:a
?l.n.ct.csgo 8' F-
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TUGCC CA g,
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. (
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_ =. -.
2___L-INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UT11.! TIES GENERATING CO.
CPSES I AUG ~9 410a.4 QI-QP-11.10-1 29 46 of 62 i
ATTACHMENT 12J l
CCuaNCnE PtM STLAM E.EC TRtc S Ta~sCN w
v INSPECTION REPORT jaa Backfit Item 12 dsysrumi sr=wcr as as.c.s.ar.cn
.rDe occmarca wansuie. rw6
.ourrur.c=
o.
v wucao.
incv.
av ac soc. a arv a c,.aw.s,o juas.at a. ur < w c a r. ao.
.l 01-0P-11.10-1 C I",,,*, yo.
CYgn'Pco OP,#itsT P M',,eme, C 7,Fr,e.
8 no"
.nsp. etsui.ra C WeSetC"Mpe Consp(ETED, AU. afuuCaet.E IrDes Sar13PACToRT e
O =saucros cowurEn. unansmeron inn uma esw.
INSPECTION ATTR100TES 10ert agung
$l i
m a es
., -. ~ c m '1_
l1 l
f * ) 4_
l l1 l
'u
.$ / 6.,
- 6 4
1 ti u G WW l I i i
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i esM.23
~lI I
I I
i 1.
1 Check for 3/16" all-round weld for cnannel to the 3/8" l
l l plate.
l l j
l i
I
?.
I verify the 36" ata x. scacino of 1" conduit to liner i i l
4 I weld plate.
l l l
lI l
1 I va r4 <., 1/ca ab en < *i sf, pe clates on end liner weld l I i
l plates installed.
l l i
i i l i
i I ll l
II i
l i !i I
i li l
I i i t I
i I i i
l I I l
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asiaan io==.3,ues.E e2
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,a MI/15 7/84 TUGCC CA
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INSTRUCTION ISSUE NUMBER QWON PAGE DATE J
TEXAS UTILITIES GENERATING CO.
CPSES QI-QP-11.10-1 29 UI 02 1
ATTACIDENT 12K
=u AN Cnt MM S TUM L.L:73'C. STADCN n.e
-r INSPECTICN REPCMT e
".rneaucmwen tgg,,7 jZE'M%na a.
- systr., sn.cr.n
.u.m..a Cenduit 5 ;oocrt iack fit n
=
j u a; ccc.aoo*.cw.c,4 w
- -ows a rm sw.a cen.ic.
m:.x.
gac e.
e
,1
.I OI-09-11.1h!,hv.
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C%@c,= 0Tejfag pa,g Cqv.,
viam as.ma.ra C.apec ios commzers, au. assucasts imaa sar:sr acrom O =me== cm.arin. ui anneron im. umn
'"*"*7*"
ITDs sitL INSPECT':0N ATTM W 43 saem m.
1 cart l
l Ii l
I Y M r. : l T.5.1 1 i i t
'i -
1 E d if d s%F4&l I I
I CSL24 l~ l l I
I l l l 1
1.
I verifv that scopert is not installed if above i li I
l readuit run exists in followino areas:
) l 1 l
I l 1I l
l Aux. Bido.
above Elev. 886' 6*
l l l l
1 SG 81do.
above Elev. 852'-6" ilI i
I int. Str.
above Elev. P45'-6" i ii
.3 l
Cent. Oldo, above Tlev. 950'-7 "
l l }
l l
l l l
il i
li i
! I i
i i i
l l ! i i
l I i l I
i i
l I I i
i l
l Ii l
l l
I i i i
l I
I i i I
maans c:was.mcs, c :a Form Rev. 4 1 l t R. c*gsc cart
.m
. sicmart as i
ac m: :a MI/16 7/84 TUGCC CA
%g,
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__.7_____._._._.._.
l INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTluTIES GENERATING CO.
CPSES I
29 lAUG 241984 48 of 62 QI-QP-11.10-1 r 2 L 6
OcasAMCME 4.AK STEAM E K0724C STAUCN o.er" INSPECTICN REPORT gm
,.rsa assonm mm, inc.ms mamn Conduit Support Backf!I" #14d-uman s d
gasv.
gar ac coc. a esv a cuard w g w a w u,.a scu.s m x.
if el Of-09-11.10-1 Rev.
9 i
C bi-3*o's C%I'hS*" CTmaSd$Ec5 C Deca DsYPmn mest auma.rs O seec,me commurus. au. woucas6: amas sarwacrow O===,o=
c==wn, unsanswr== an= urus asu=
s Yicars d*,g anspecTion ATTateuTts
- Il
.i
.s a r
l l t I
i EnB.TOLG G 0 l
l 5 W W eB !-Li."1 l
CSM-25b
~l T l i
l 1I l
1 I Verify clio angle to the tube steel meets dimen-l II l
I sional recuirements of 34*x24"x4" if above condu it iI I I
I run exists in followina areas:
I ll l
l i fI l
l Auw. 81do, above E1. 852'6" (Does not l li i
e l
include Elect. Control Bido.)
i lI i
1 SG 81da.
_ above E1. 931' 6
I Ii l
l j
l int. Str.
above E1. 885'6" i ll l
i Fuel B1do, above E1. 899'6" Iii I
l Cont. Bido.
above E1. 905'9" l l 1 l
l l !l l
2.
I Verify supoort capacity is acceptable per current i ! l l
I drawinc.
I I i l
l I I I i
?
I i
1 I
i I II I
I i ii t
i l
I i i i
i amamms tcwas.smes, r a Form Rev. 4
., l 3. q, c,,0sc um l
n
. stamaus
- am:,.
MI/17 //84 TUGCO CA
- i
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.-..e.
.. _ -.. _.. _ _. ~, - -
s-INSTFluCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES SUO 2 4 IS9 29 49 of 62 OI-OP-11.10-1 ATTACHMENT 12 M OCM AN CMC PCM $7EJM Ewl0TRIC STAUCN W
29 INSPECT 1CN REPCRT jan
.m oncmc" Conduit S,upport 1"""*
1'8**#8"*G " ""'"
3 p.-i n.
e.,-e ic ic i e
m;.x gan
.lav g =(aw en au ccc. e an a ;aaac.& w risT tw.s ccer.,ac si nr.no.ii in.;
o,.
r O I"myTo's CTo$nNPca O Q;2p,T C %,,,,
C9%7.%,,
ma w esma.ra O mercen a c-e, a woucam.z irose sarwacten O =ne,o= ca =urro, unserisieron ime usrun ist:w iMSPCTICM ATTRIGUTES oarg I
i l l
I
) 1I I
I I I 6 i
NOTr i Anolicele e-Iv if enve conduit rua exists in l' I l I
i followino areas:
1 i i l
l l ti i
i Aux. Bido, above El. 831'6" l l l I
l SG Bldo.
above El. 810'6" l !l _ _f t
Ynt. Str.
eove E1. 832'6" WCWY ' l '. :
1 Fuel Bldo.
above E1. 860'0" H d i.4' 1~ h Wim i
Elec. Control above E1. 830'0"
- ~l i I i
i Cont. B1do.
above E1. 860'0" Ii l
l II i
1.
1 CSM-31a: capacity is acceptable (Item 15) ll l
l l l l
2.
I CSM-31b: Hilit bolts are 1* dia.x8's" (Item 16) l l l l
l Suoer twik for cases 1 & 2 l lI l
l 1 !
I L
l
(*t M.11 c ; Hilti bolts are 1" dia.x8'3" l l l j
i Suoer Kwik for details A & B. (Item 17) l i I I
I l l 1 i
I e i l i
l I t l l
==== cewa,sn=s.c u Form Rev. 4 l 1.4. C' C3C C
- riama u s qg MI/18 1/84 e
TUGCC CA g,,,, %,,
l:
L
4 i
INSTRUCTION ISSUE REVISION PAGE 1
NUMBER DATE TEXAS UT1UTIES GENERATING CO.
' Alla 2 4 Peu QI-QP-ll.10-1
- 29 50 of 62 i
ATTAC10ENT 12 N C"as AN CHE PGK STE,us Eu G 7Ric $ 7A".CN INSPECTION REPCRT ja M* N T "E e'" " N "5"
.ros usemer.ca 1 tem *18 l
i Conduit Sureert 93ckfit wa a rm ca.., a.ac.
sus im.
i=r as r.cc. e asv. a cuac.c w g
.I
.I 01-0P-11.10-1 Rev.
O I"as Tn C%Nf' *" CTa$ !EcT C %emen CP"$inne,
=
asst assa.ra O== ee,ai c=an u rus,au., uc.m nose sarwacton
^
O===c,o=
co-win, unansacton as= uma asum I
$8,
INSPE G ON ATTRIBUTES garg I
r
.i a a i
lI i
i l iI l
I I I i i
l CSM-41 (4" dia. conduit on!y) l' l l
.I I
l l l 1 l
1.
I verify hancer caoacity is in accordence with current} l1 i
l revision of the desien drawing in the following l l l l
l areas:
l { l 1
1 I Ii i
Aux. Bldo.
above E1. 852*6" (Does not includd iI i
i Elect. Control 81do.)
l l 1 I
i SG 81do, above E1. 831'6" l l l l
l Int. Str.
above E1. 885'6" l ll i
i l
Fuel Bldo.
above E1. 899'6" l l l l
\\
Cont. 81do.
above El. 905'6" l l l l
4 i !I I
I I II I
i
_ mmh I !i i
?. iL I I I i
i u r' t'"S f( i 4
i 4 W. P' t e ** "
I il i
I l li l
i i t i I
I I I I l
l assaans (cues.smes, c J Form Rev. 4 g, ( C' ag 9
- ftGisANOS oc asn:nn
.g MI/19 1/84 e
TUGCC CA Penn m,
s.--
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INSTRUCTION ISSUE EN PAGE NUMBER CATE TEXAS UTIUTIES GENERATING CO.
CPSES AUG 2 41"'4 QI-QP-11.10-1 29 51 of 62 t
ATTACIM NT 12 0 l
,CuANCat PEAK STEAM EuICTRIC STa"CN INSPECT 1CN MEPCRT je conautt supportg m W u S-f s w N r as m w nca irns occwrca 19 L 20 Backfit item y u. sec. a ao a :niau so g=u m a rur m, sesr.ac.
spu s
, an
,l
.I 01-0P-11.10-1 Rev.
O"as9e Ec'n C %"cIWa"*" C'Y=$ set C P=fnemen DsEecm asp. muswra O secuss c=um rTus. u.r. woucasts items sanwactomy O==cceo cowutus, wisesacree itom usTro ee.o.
INSPECTICN ATTR18UTES garg i
l i l l
l i i l l
l
! l t i
t.
I JS-22a over hang does not exceed that allowed by l-1I
-l (Item 1911 current drawing (4') if above conduit run exists int l l l
l followino locations:
l l l 1
I l i i i
l Arx. Bldo.
above E1. 831'6" (Does not includt Ii l
i Elect. Control Bido.)
!l l
l CG Bide.
above El. 810'6" lI l
I fat. Str.
above E1. 860'0" l l 1 I
i Fuel Bido.
above E1. 860'0" i j l l
i l
Cont. Bldg.
above E1. 860'0"
) i i i
I l l l 1
2.
I J8-22b verify orocer bolt installation per Section i l i I
(item 201 8-8 if above conduit run exists in same areas l
l l
l identified in 1. above.
l l i i
m n I ! !
I
, * /.7 !!\\ 4 i l i i
l I
a $ N i O' L*; f e#
l l l l
j l
' N M V1 O ~
l ll l
I N#
l l t I
(
l l i i I
i masaans (cwas,sMes, g-':J fonn Rev. a e
mm wa m sam
.,,,,,79,,
C, C
6 s
gg.nsygg7;n
,6
,9 MI/20 7/84 TUGCC CA Form No. t a
w 4
l l
i INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES 29 AUG 241984 52 of 62 OI-OP-11.10-1 ATTACIDIENT 12 P c;;u1N cnt peu S TUM EsicinsC siancN s.n*
-r INSPECT!CN FEPCRT p
ans :tscawro.
I 1*"'"""'*'
l*' *7" ' 57"*' 7""'
'*3"' "
Conduit Sueoort 9scE N 21
=
ms i ce.
gw ac :cc. a 9cv a cuna vo-g =w at a ur m.s cm.ac.
a sl
.I 01-0P-11.10-1 Rev.
Cl" 37;go, OYgeg= 0T,Jitpot O T,,me,
&,e%,
s s
W.EP. 9E3ut.73 O amera c== utero. u - uc= m== sarianercar O=== eme= cowurso. uasan-mero r iros unruo esta.
- ^'*
c INSPECT:CN ATTRIGUTES cart s au l
l l 1 l
l l l i t
l l l i i
! JS-23 l~ l I l
( ll I
1.
I Enoineerino aceroval recuired - if above function i lI l bow support exists in followino areas:
l l l 1
I l ll i
I Aux. Bldg.
above El. 831'6" l l 1 I
l SG 81do.
above E1. 810'6" l I l l
l Int. Str.
above E1. 860'0" i lI f
i Fuel Bldo.
above El. 860'0" i l l j
l Cont. Bldo.
above 21. 905'9" l l l l
l Elect. Cont. above E1. 854'4' l l l l
l 8 i l 1
2.
I list in remarks aop11 cable Engineering approval.
I ! t i
I a
l i l i
I 4 R t\\
l l
I a f W' d' \\ i >W I ii l
l s
t I
"O %1 W' 4 "
I i i f
I I*'
l 11 I
I i 4 i i
l i I i 1
- te== m:s. c a Fonn Rev. 4 s !.. c.m a
..~ s i
oc ase.:r:a Ml/21 1/114 TUGCO CA
%g, l
.-,,n,
,. ~..
,,,c
...n,,,-n-----
n,,
,,e
._. _b-INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES I
29 A
24 N
QI-QP-ll.lO-1 53 of 62 ATTACHMENT 12Q I
l l
ccadAMcHE FTAN STLLd L Ze7mc $7471CN o.ar
-u fMSPECTICN REPCRT l=
irns cascaineca It 22 ConduitSupoortBackpit J--a e jsysm, m w m ur.a anc s
.lnv.
.lav u. cec. e m s zuw.s n d
. mm a w e w a w-aa.
01-09-11.10-1 Rev.
ai,,;;=m aeadre-awe c we, a wr_,,,
disp. AE3ul.T3 O==ec,= co-utus..u.==ucasu iro.s i rwacront O===ct== c==ures. ummarrimerone ites estin osum
- ^'t
'C Iprg
,,,a c inspecitcM arrnraurts 1
I ii t
I i 6I i
l I I I I
i JS-27 ril I
I i lI i
1.
I Verify above Junction Box Sucoort installed with l l I l
I l\\" dia. HSKS. Use of 1" dia. Richmond inserts l l l
I not acceptable for the following areas:
l l l
1 1I l
l Aux. Bldg.
above E1. 831*6" Ii l
l SG Bido.
above El. 810'6" i l i
l Int. Str.
above E1. 860'0" l l l l
l Fuel 81do.
above E1. 860'0" l l l
l l
Cont. Bldo.
above E1. 905'9" ll l
Elect. Cont. above El. 854'4" i I i
I i ! I I
l l l I I
i i
aA%
1 ! i i
l
_, r P'M t tG%
i l l l
l
'T Yl \\ d NW '
l l t i
I h O' I ii i
i e I l i
I : i l
n : owes,smes,em i
Form Rev. 4
- 'C'*
.tl Lac:,0sg3 8'f1 r1 sion.fwe oc *sn: :a MI/22 7/84 l
TUGCC CA
. - ~
c _.._. _.. _ - _ _ -. - -.,. _
.. _. ~ _. _. _ ~. ~, -. _ _. ~ - _.. _. -. _. - ~ -, _,. _ - - - - _ _. - - _ _ - _ _ -..
. ~. -
e a
s
+
INSTRUCTION ISSUE
- D N
BER DATE TEXAS UTIUTIES GENERATING CO.
CPSES 29 M 24 b l 54 of 62 QI_QP-11.10-1 4
ATTACRENT 12 R 6
,CM AN CNE POW STEAM EulCTaic $ fA71CN INSPECT!CN REPCRT at Conduit S m oort Back J"" ""
- f** ' 5NCT "[
,russ asscmanan
,23 c a..a ca r.ac.
w-s are.
=r u. coc. a esv a canau e g = cam.at a rut t
e Of.09-11.10 1 Rev.
am.,:;ga cgw= am c %,.
ca m.
duGR AE3 ULT 3 C especmse c:asettern, aLL wmcasta areas sarwacreer
~
O i.imcm comu mo, unsan==ctone ime uma es.o=
Ill INSPECTION ATTRIEUTES oarg fust 2
3 I
Ii i
l l i i l
i ili I
l JS-32
[ll l
I I lI l
1.
l Enoineering approval recuired if support used in l l l l
I areas other than those indicated by Note 2, JS-32 l l 1
l 1l I
+
l "Acolicable at E1. 810'6" and below in SG Sidg.
Il i
i ed 831'6" and below in all other Bldgs.
l l l
1 i i I i
2.
I list in rearks aoplicable Engineering accroval.
I il l
l l l l l
1 l l l l
i lII i
l l!I I
i I il i
I
-c # T14 i ! i l
i WTVN ObMu.r@M i i l i
I U N tI N l l l l
l lil i
6 i I I t
i i i i 1
Gna8at3 t cwe,spt:3, NJ
(
Form Rev. 4
- N
- 3
- sim 4 M e
,l
,i
,e l g, n, c:,0sc s
i oc asm a MI/23 7/84 TUGCC CA i
i'. _ -..., _ _.. _. _ _ _
-.._.._-.,..._.m,.-._--
._.-,,,,___.r.._.,.~._.,_,
.c
~.
INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES 29 AUG 241984 QI-QP-ll.10-1 55 of o.2 2 S C::MAMCME PGx STDM EulC7Mic $ 7A7!CN w
r INSPECT 1CH MEPCRT jaa 3* N*
It e, #24 I"""*
("* ' 8*' T*"E " " '
- r..3 e.-,,,. am n r'
3PEL.4 4C'd-MEP 46 aCC. 4 40W. 6 ;JoAWes %
q
- s3M N
r TT WCM
$P8WM 9
ism P. 8E3ul.T3 O spec tas ccammtsrrn, au. woucasts arme sartaracTony
- '"*"*7*"
O==ve,o=
co=ures, ua n crony irems unruo seuw 4
IC 0
iM3PECT:CM ATTRISUTES m.7Ilgayg g,a7,g I
l il i
l i lI i
l i l e I
l JS-35 (all butidinos, all locations)
I' I l
- l 1
1 I
i 1.
l Verifv above Junction box supoort has brace shown M i
l 1
in Section B-B installed per drawing.
l Il i
l i li i
l l I l I
I l l I I
i i li i
I iil i
I I i i i
l
__. n a l li I
I WJP 9 f/ P. O W ( LAE Ili i
~'l G tiit'(14staim i : i i
" - ~
l Ii I
i i
i t i i
l l ! l I
I I ii i
i l 'l l I
I e ! I t
I i i i I
- ( wes,snes, r :J Form Rev. 4 "D
'G ' *
.,l g n. c.;sc 3' M t-=
slausrae e
oc asn:?:a MI/24 7/84 1
TUGCC CA
%g,
~
p,a w
g w---
w
--m
--m-.g-w y
-~e g
wr
o
,..y INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTitJTIES GENERATING CO.
CPSES 29
]I-QP-11.10-1 56 of 62 2 T OCad AN CNE SEAX STEAM Kwl:TMic S TA". cps w
w INSPECTICN REPCRT p
.rrn occa. m Itet #25 l* "C"
- r"8* ' 5N 7 "E " " '
- Condait Succort 9actrit r
=a e
syt;.s g ct g u -a.c cc. a we
- = w s ;n ur u.e ccn ac a
a am*
si o
0!-0D-11.10-1 Rev.
e C I" T, +,$8, C Tyckc,=" CQ1 Rot C N,eemo, MS,, e, o
o JeSp. 4tsuL.73 0 - e==satemo. au.., ucason irene 34r=racrear 0 - comuno, wisan= crone iros ustro ese.
- ^ '
INSPECTICN ATTRl8UTE5 garg i
i i l
I
! l I I
I i i i i
1.
I Verify conduit sucoort caoacity is acceotable for l' I l l
I installation-of LBD's oer S-910 LS Series for I i !
l I suspended runs only.*
(Calculate by weight only, l l l l
l not No. and Stre).
l l }
l I
l l l l
2.
l List in remarks acolicable Engineering acoroval l !l t
I l l l l
3.
I list hancer tvoe by S-910 drawing and untoue No, i i l i
i A.
Mancer adfacent to LBD "a"-
l i l l
i Unicue No.
l l l l
I sm4 4M 7N5 l
B.
Manger adjacent to L80 "b"*
h Q (if QsML i
"a icue No. -
a"*
Fl' I i
l i I i
l i Ii l
i I I l i
NOTD i If succort adjacent to LBD is a transverse hanger. l i l l
l l then the followino supoort shall be verified on thisl l l l
l 1 IR as acceotable for lonoitudal capacity per LS I I I i
l l Series.
I l {
l "es*8mLS (:We,IPE:3, NJ
- S10 span, capacity of support a L80 end of Sa, 510 511 "a" and "b" dimens ion as required per LS Series of 2323-5-910.
a nM O 'l.
L R, C'dC
' flGeaf'wd8
.s oc nsru :n Ml/25 7/84 TUGCO CA
%g,
.-r
..m._
e INSTRUCTION lSSUE RNSION GE NUMBER DATE TEXAS UTILITIES GENERATING CO.
29 57 of 62 QI-QP-11.10-1 ATTACHMENT 12u COM AM C.wE Max STEAM ELIOTR!C $7ATION we r
INSPECTION REPCRe g*
TEM ;E3CM cM CONDUIT SUPPORTS rmr w-cm sc
,a r stgs, 57 M r.g ;ga4ur ca RActrt? - ITEvs 26 s 2*
r
=
a 5P!;%
- 4, eu cc ;cc. 4 qw a c.,aw wc 202.g av gsr Ge.s cm w 4; O t v-II.10-1 Rev.
deMc).N "
'Y[sI([I$
=Nc: :cm C;"sk[en w em c
ap. maswis C ASPC7cN C0 asp (tTE3, aw aMLCW ITIMs sAMsFacf 0Rv C ; asst: cm comestrm,.nsar:sract:nv ims ts E2 st.:w cc imm rea M
irtu e l QC q oarg j smuur '
iN$MOTICN ATTRIBU*ES
=
.)
/.v.
1.
i e
l l l}
l Noter l Inspection Required in All Buildings and Elevations l 1 I l
l l I
w leu-as I i i
+
A.
herify configuration per CSR-8 Il I
B.
IVerify welds accepted l !
l c-Iverify bolts installed eer CSR-8 l l l
I D.
hertfv bolts tightened per 2323-5-910 series l II I
1 l l I
27.
ICSR-8e l !!
l
' Verify confirauration oer CSR-8 l l I I
~
A.
B.
herify welds accenced
~l II I
I eH Fv hatre i m ent?ed eer CSR-9 l l '
I i
r-V herifvbolts tightened eer 2323-S-9io series l l l l
8 D.
i i ii i
l
.(
l I
i wn f' RUL I l i I
e4XMM27 I
f, l
l 4 Vi k l
I l i i i
f I
i i i i
i I
I i
i e- !
i REMARKS (DWG,$PECS ETC.)
4 r
4 1:.
RELATED NCR t:0.
DATE
!.R. CLCSED SIGNATURE 15 GC I45PECTCE 16 MI/26 7/84 TUGCC CA
%g,
-. _ _ - _... -..,., _ _. - _, _.. - _ _ _, _. _ -. _._..-.- _.._.._ _.,_- _ _._ ~,-. _,_,..
,. ~.. - -.
> a INSTRUCTION ISSUE REVISION PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO.
CPSES AUG QI-QP-11.10-1 29 58 of 62 ATTACHMENT 12v
- 9:3c-c :::. s ::a r.r: = : = 2r:n
.<r-INSP EC TICN REPCR T
- L'a ;ti;8 8' O' CohDUlf SUPPORTS ;E'
;'W
- 'l'IS'i'i 4 81 Mi aa' ;'
BACKFIT - Item 29 r
17'.;.c s.
,a(3 ;; ;;c e alw a ;,areci sc
-i-4.*E Li- (; > ;tv 4 4 Ots)P-11.10-1 Rev.
~
,l**g ;E;ar ; " *gg *:..? 03 34,
" :st*t3-
,4
- C;!!$
-"* ?.,a r g
g
~
st2t;* =
CA s 4375:* v
%saf * ?; * *
- 517t;* C'*
MSD *tSA. s
.,,, N S9t **CN
- M*.lTt3, k. La* Caist situs tL *'$FLC T *ns C 917f;*CM 00M*.lT!3,.M$AF'$FAC* ;A-,*191 t S *E3 t E'. w CC
'N S P'*
- f Cm
- .'t
- ?tw
- c INSPC?iCN ATTRIEu*E3 l
i:
,- p:3;g, 3,,{ {.,,,
e
<e a
- s-I
! l Note!
'Inseection Recuired In All Buildinen And Elevarfor.
! 1 2e-
'csR-tn i I
' v.effv c m,. r v e., r m e t,,,,
a nr eso.tn 5
' Ya r i f *> Um T 4 R l
M e
17ee9PaA I
F-Iv *ffv hnte.
fn.e.219.,,., ceu-tn I
I D.
~ Verify bolts tia5tened eer 2323-5-910 series I I I
i :
i t
I I
l I.
I i
5
, e i i t
I myt f Q 4 i
i i
g@T DE9W I
I l
i
% 'h $# -
I-t i
i i
a I
i RET' ARC (O'4.5PE*S.ETC. )
PELATES :.Ca w.
I.R. CLCSED 51 MATURE i
oc ;,vEci; Q ~~ ~ ~
16 MI/27 7/84 l
TUGCO CA
+-.w.
w
,s
-.y..._.
l INSTRUCTION ISSUE REVISION PAGE l
NUMBER DATE l TEXAS UT1UTIES GENERATING CO.
CPSES QI-QP-11.10-1 29 AUG 241982 59 of 62 i
ATTACHMENT 13 1
4 i
i 6
CCM AM CME PEM $7Du gutCTMsc STATICN 3.ar-a l
INSPECT 1CN REPCRT jaa o.
23.s=4rca
- w xscmar.ca g.r.e c.rw.sa in Tu, sm.cn.y w -a ca.r, voam r+ce r
- 3ML.6
'140 i MEF A6 OCC & 4D & Cnam4E 10 wE.A3n#1 GN TE3T (.%s7 GCp".3G.
.l
,l QI-QP-11.10-1 3
Ol"mTn C % ", M no" QP.,Wn #cT C P.nene.
C5,%n e.
4,
.mem asma.rs O manc-use cowwto, a wouc.am. irres satwacice Q
me,o= cowu o. wasan= crow ima unas em.m.
8 INSPEC":CN ATTRISUTES a;
oatg
, g,,
1.
! verified field conditions meet that of:
II l
l CMC #
Rev.#
l j l i
i OCA#
Reve 1 i i l
l i
rii i
I vari'icof ar f aal. Mat +he Fallcwiaa. as recuiredi l
l l
I i inspection
}
[
l I a ttino cer para. 3.4 l
l I
)
n l
l l
3.
I Succort inspection Per Para. 3.5 ll I
f I
l l l
s I weldiaa iaeapa+4aa eer Dari. 1.6 1 I i
I I
II i
l I
S.
I verification of Base plates for grouting per para.3.7 l l l
l l l l
l I I l
g 1
.e i !!
I i
1 ar tr'hW dl i II j
i I
Y W W M L 9%We I t i l
i i
l 5up 1 I i i
I l l l 1
l l
l l l 1
l I
6 1 i i
i l
I i }
l l
l
- io==,ines,s,u 1
)
8' M
- sisaartes 1l 1.R. C' 030 6
i oc asn: :a Hl/28 7/84 i
l i
TUGCO CA
(
INSTRUCTION REVISION PAGE NUMBER E
TEXAS UTIUTIES GENERATING CO.
CPSES QI-QP-il.10-1 29 SUb 24 I #4 60 of 62 4
ATTACHMENT 14 ASTH 8 ANO $At CAAQ( MAAKINGS FOR STitL SQLTS ANO $ CREWS Gode tsames f 3,eceisse.e.
heesel
' 54a-G.4e :
Le. er mees.C em sme 4
ASTM-4 lof Lee Caese $#me ano mang sat-Gede !
Lee es me== Cates suas 1j sas.c,.4e s
- C nee sw.
7 ASTns-4 449 i
j SAr.Ceans 3,2 W Canon Marmesse $4 set Geommand and Tem,me 04 ass AITM*A 333 Mes== Cashoe $seet Type i Qesaseed ens Temeend ATTM.a 313 Lee Cates temwanes Steel
'~
a sas y,,o 3 Que ened med Tempeved a
J A$TM.4 333 Alptepenne Cadence (hasAenng) Ideed, i
Type 3 Queenned and Temenee
.m.-. 3,.
Geee Se Queamams ans Tempwed 3
4 SC ASTns-A 314 Lee Aas, seest j
Gede DC Quemuhad ame TeW 4
j, himm Cueen Aaer1:ses.
s d
Quassams and Tempe=s.
$4g%,
-/ 3*7*6 Re8 h After Nant,.
- 3 4:
. e..
Tsunemens.-y.e 1 le e
C % g,.G p
sg -gg'g k_a nestimm Cuban AEsF Saut -
squemend'eme Tempsed W. h * * '
- A !.gf.,
ASTns-4 554 Ame, samed.-sed Tempsese ceede ers c
i aem AST4-4 490 Aae, saset g
1 wy 6
i l
8 Asfas saammeras A J0F - te Ceeen seem tee A 2n - ee* swangen seem e.ssnes, and a=w=mee h seeneste 5mm t
se to seweesee seese Joewe, saeweag sesenne ese e a=e f*me messau wanee I
A#
4='.
.aes sue fessures se gs ese one sesa A Phe - O.emenes mes foemesee anse $ase teso see se A 890- thsesenes ese faseue.,e asse, seems cesse s r sens,se om.m so eame se es w
sad e--
e seere sees meses l
4 i
me-me cae, 1
- e. sos e, rieen.e a.s e
I porm No.1 TUGCC CA i
-. ~ -__ -. _.,. - - _ _ - _ -
INSTRUCTION ISSUE WSION
. DATE PAGE NUMBER TEXAS UT1UTIES GENERATING CO.
CPSES QI-QP-ll.10-1 29 DG24 E 61 of 62 l
ATTACHMENT 15 CCMANCMC PEM STLEM talCTA6C S TATION INSPECT 1CN REPCRT F
N" ' 'N " " " ' "
ires ommn* VERIFICATION OF i*"""*
I rm e..
crycure crynorr oesrod o
T m KM 4LV.JG.
g *N J w 4.r. ;oc. 4 erv & nanG& %
m;.s
. arv.
ES-100.l 2.I 01-0P-11.10-1 Rev.
C 3*asTe-Em C%IW*" CYn$ $cs C f*a$c: en DsYe en ASP. GEsui.f s O muswum consu as, au. usucam.s iress sarwacion Q memroa coi u us, ununmeren ime ustio esw.
I d[w INSPECTION ATTmeuTE5
=; 1carg 1.
I verify succort attachment oer oara. 3.5.1 ii 1
2.
I Verify sucoort assembiv oer oara. 3.5.2 I II I
3.
I Verify succort capacity sean per para. 3.5.3 l 1 i I
4.
Iverify succort welds acceotable per para. 3.6 & 3.11 l' I l I
5.
IVerify stainless steal cable installation acceotable i i l l
}oer cara. 1.9.1 4-0 l l l l
ave a.i t aad 5cte inst 3113tian vrent351. an,-
l l l t
A IVerify Ipara. 3.9.1 F l l l l
7 I Verify cable clam installation acceptable per r' ara. 1 II l
1 3.o.1 E
i li I
8.
I Verify cable arts satisfactory per para. 3.9,1 G
l ll I
9.
IVerify vertical restraint installed oer 2323-5-910 I i l l
l Sh. CSR-Id, Note 25.
Per Para 3.9.1 1 l 1i l
l lll l
iNOTE: This IR is for the verification of vertical l l l l
l restraints added to previously inspected and I l l l
I l6 l
l accepted conduits only.
_m I
m pe N '7 $4 6 1 !
I i
"E TJ b) fpAf sgs l l t i
g 1 i i i
1 158 i
l i l i
I
, I i i
~
l I t I l
I sessaus (cwos,mes r u Room 140, ExceptionslistedonIRBP__(l_,,
Bearin9 is SAT, all supports Per Paragraph 3.7:
a.
b.
a omrt
.,,,,,ru, 8C ' N '** **
4l tg cy:se
..m m.
MI/29 7/84
)
TUGCO CA
)
Form Na,
l i
A
W
_m3.
6 INSTRUCTION
^
REVISION PAGE NUMBER-
/
TEXAS UTILITIES GENERATING CO.
CPSES y
QI-QP-11.10-1 29 AUG 241984 s2 of 62
- ul%
,>. t
- .1 ATTACHMENT 1s I
.1
}
'}
CCMancME AE2x 57 Eau E.i;*4.c s ta.es w-
~,
INSPEC TlCN REPCRT jao N "W'C" ao svsrtu / srseat n eaanon irem ocscairrica INSPECTION OF I
~
LIGHTING RESTRAINT Supo0RTs r! srr critaart t
etcao.
gatv gav or occ. a esv a caanes so anawat on rur tw.ocir ao
_' t ES-100
,l 2
,l QI-QP-11.10-1 & 11.21-1 Rev.
O l",,9, i,5,5, OT,gggnoa W,r,tti,'oT C On,ey,o=
M s Eric.
^69. Rtsin.r3 O wection ca t Tso,att a-tacasts iruss sariwactoav oc iasncrea aart O==crea cowtano, unsanwacro v irem unrio
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INSPECTION aTTRl8U TES 2 cart sionaitat 5
er a d
i This InsDection Resort darumente insoection of lichtini l
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i restraint supports in which the related restraint II* I I attaches directly to and/or the attachment of i
l l structural restraint connections on seismic sturtturef l
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- I 1.
Verify the following are acceptable per QI-QP-11.10-1 in accordance with either of the above referenced l
a Quality instructions, as shown on CMC /DCA:
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a, Wilti instal 13tien per CP-QP-11.2 lI l
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& QI-QP-11.2 1 1 ' 'l l
B.
Structural bolting per Para. 3.4
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'l. M C.
Torque Nelson Studs one DCA 1 A1 An.
O.
Configuration._ material type and size one u Il l
- t desian drawina.
I
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Visual weld per O!-OP-11.2.1 I
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Welder's syreol:
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Note 1: Not applicable to restraints per l lt J.I QI-QP-11.3-25.5.
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i Note 2! No traveler recuired for this insoection. I l l
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3 i
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8 pesapuS (Dwas.s9tc3, Ercj m
Describe location as appitcalbe:
Platform item Building Co-ordinates Other petario oca w oa rt sienave g,, gL)3gg Q
oc SPscroa is
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MI/30 7/84 TUGCO CA Ponn No.1
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