ML20198L478
| ML20198L478 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 12/05/1981 |
| From: | Childress W, Dodd H, Knowlton J BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.) |
| To: | |
| Shared Package | |
| ML20197J316 | List:
|
| References | |
| FOIA-85-59 35-1195-CCP-22, NUDOCS 8606040290 | |
| Download: ML20198L478 (85) | |
Text
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JOB 35-1195 4 COMANCHE PEAK STEAM ELECTRIC STATION i
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DC#4/ M CPSES 35-1195 Q APPROVED BY VED M A L / 2 Wp" $ & APP V
W. E. Childress, Jr. H. C. Dodd, Jr.
Project Engineer Construction Project Manager PREPARED BY REVIEWED BY QQf A
/ / / '
x PLLe P. L. Bussolini b
J. J. Knowlton l
Civil Engineer Quality Assurance l
i BROWN & ROOT, INC.
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OATE JOB 35-1195 Comanche Peak Steam Electric Station Sheet 1 of 2 Construction Procedure -
DOCUMENT CHANGE NOTICE NUMBER 1 This notice applies to Construction Procedure No. 35-1195 CCP.22 Rwision 1 .
t This change will be incorporated in the next revision of the procedure.
Change the procedure as follows:
Replace the following page with the attached:
Page 8 of 14 0 ._ ..-
Reason, for change: Additional requirement This change approved by: Reviewed by:
. Dii l1~Y-2 / 4/Es-N /z/h/
l Originator Date Brown +1 toot Quality Assurance Date i .
Re db-Reviewed by: # . P !/
i TUGC0 Qug Assurance / Date
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/ Construction PrcJect Manager
/2/5/f/
Date 12/7/81 Effective Oa a i
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Q' 35-1195-CCP-22, March 12,1976 REVISION 1. April 22,1977 PAGE 2 of 14 LIST OF EFFECTIVE PAGES
, The total number of pages in this document is 14. The page number secuence and revision status is as follows:
> PAGE REVISION STATUS DATE Title Revision 1 April 22, 1977 2 thru 14 Revision 1 April 22, 1977
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This document has been completely retyped for convenience in issuing Revision 1. Vertical lines (change bars) appearing in the margin l indicate what information was actually changed, added, or deleted by Revision 1.
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. . , fk/b 35-1195-CCP-22, March 12,1976 f]) REVISION 1, April 22,1977 PAGE 3 of 14 i
TABLE OF CONTENTS I
SECTION PAGE
- 1. INTRODUCTION.......................................... 4 1.1 PURP0SE............................................... 4 1.2 SC0PE................................................. 4 1.3 GENERAL DISCUSSION.................................... 4
- 2. DEFINITION OF TERMS, ABBREVIATIONS AND SYMBOLS.... .. .. 4
- 3. SPECIAL ITEMS AND OP ERATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . 5 3.1 AIR T00LS............................................. 5 3.2 PLUMBING UP........................................... 5 3.3 CONNECTING............................................ 5 3.4 MATERIAL STORAGE REQUIREMENTS. . . . . . . . . . . . . . . . . . . . . . . . . 5
- 4. ER ECT I ON PROC EDU R E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
([) 4.1 4.2 GENERAL R EQU IR EMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 BOLTED CONNECTIONS.................................... 7 _
4.3 FIELD 'dELDED CONNECTIONS.............................. 8 4.4 BAS E P LAT ES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 4.5 T0L ERA NC ES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
. 4.6 INSPECTION - CATEGORY I......................... ..... 9 4.7 INSPECTION - NON-CATEGORY I . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
- 5. SUPPORTING INFORMATION............................... 11 5.1 R EF ER ENC ES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 5.2 ATTAC HM ENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 l
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i 1. INTRODUCTION e 1.1 PURPOSE 1.1.1 The purpose of this document is to establish methods and procedures for the correct and safe erection of structural steel. ,
f 1.2 SCOPE 1.2.1 The scope of this procedure covers all Category I erection, inspection, and material storage of structural steel at CPSES.
This procedure does not cover the safety aspects of erecting structural steel, however, all persons involved in the erection of structural steel need to take all necessary precautions for personal protection and safety.
Q 1.3 GENERdLDISCUSSION ,
. 1.3.1 This procedure was established for the erection of structural' steel in category I structures. This procedure may also be used in whole or in part on non-category I structures as directed by the B&R Project Manager.
1.3.2 This procedure identifies pertinent and necessary criteria for safe and correct erection of structural steel. The reader should also read all referenced material and comply with it's contents where applicable.
1.3.3 The only exception to the above is ANSI 45.2.5 - 1974 which was used only as a guide and is not a specified requirement for this project.
- 2. DEFINITION OF TERMS, ABBREVIATIONS AND SYMBOLS 2.1 TERMS 2.1.1 Structural Steel - shall be as described in Gibbs and Hill specification 2323-SS-16B - (Category I) or 2323-SS-16A -
(Non-Category I).
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97-/35 pv 35-il95-CCP-22, March 12,1976 REVISION 1. April 22,1977 j PAGE 5 of 14
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. 3. SPECIAL ITEMS AND OPERATIONS 3.1 AIR TOOLS 3.1.1 All pneumatic hand tools shall be disconnected from the power source and line pressure released prior to any tool adjustment or repair.
3.1.2 Air lines shall be tied together at line joints except when i automatic cut-off couplers are used.
3.2 PLUMBING UP 3.2.1 Guy lines shall be placed so that welders and bolters can get 1 at the connection points.
3.2.2 Guy lines shall not be removed without first getting permission from the B&R rigging superintendent.
O 3.3 CONNECTING 3.3.1 When connectors are working in pairs, one end of the piece should be bolted with not less than two bolts (one bolt may be used but placed in the top hole and pulled tight) before one of the connectors goes out to connect the other end.
3.3.2 Whenever possible, an employee should straddle the beam instead of walking along the top.
3.3.3 Wher setting columns, before lifting falls are unhitched, either the nuts on the anchor bolts shall be drawn down tight or temporary guys attached.
3.3.4 A piece shall never be cut loose (load lines disconnected) until the required minimum number of bolts have been installed.
Pins or wrenches in a hole shall not be relied on.
3.4 MATERIAL STORAGE REQUIREMENTS 3.4.1 Structural material, eitMr plain or fabricated, shall be stored on the site above the ground upon platforms or skids.
n 3.4.2 All material shall be kept free from dirt, grease, and other
- (,) foreign matter.
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REVISION 1 April 22,1977 i PAGE 6 of 14 I
l 3.4.3 Material subject to extended exposure (over one year) shall be
, protected from corrosion by covering the material with weather-l proof tarps or plastic sheets as directed by the B&R Rigging : '
Superintendent or G&H.
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- 4. ERECTION PROCEDURE I 4.1 GENERAL REQUIREMENTS 1
4.1.1 All rigging shall be in accordance with Construction Procedure
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35-1195-CCP-24.
4.1.2 All structural steel framing shall have its structural integrity protected promptly upon erection by adequate bracing to resist horizontal forces, as directed by the B&R Rigging Superintendent.
4.1.3 No load-bearing structural member shall be weakened by cutting, drilling or any other means without approval of the design engineer, or as shown on the approved shop drawings.
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h 4.1.4 Joists hoisted in groups shall not exceed the number for one
. bay.
4.1.5 Tag lines shall be placed at either each end or just one end of a member to prevent swinging and to guide the member during erection and dismounting.
4.1.6 Lugs, gussets, and connecting angles shall be examined before sending up the members to see that connections are not bent or twisted.
4.1.7 Fitting-up bolts, drift pins, peaking, shiming and wedging shall not be used or excecuted to bring improperly fabricated members and parts into place.
, 4.1.8 All improperly fabricated members shall be brought to the attention l
of the B&R Civil Engineer in writing by the B&R Rigging Super-intendent or his representative.
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j 4.1.9 Drift pins shall not be driven with such force as to injure i adjacent metal.
!' 4.1.10 All shop drawings shall be approved, or approved except as noted, by G&H engineering before erection proceeds.
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- 35-1195-CCP-22, March 12,1976 O~
REVISION 1, April 22,1977 l
PAGE 7 of 14 f 4.2 BOLTED CONNECTIONS i*
4.'2.1 All field connections shall be made with high strength steel j bolts, nuts, and washers (bearing type connections with threads d
excluded from the shear planes) unless otherwise noted on the engineering drawings.
{ 4.2.2 Bolt heads and nuts shall rest squarely against the metal or i washer.
4.2.3 Where bolts are used on leveled surfaces having slopes greater than 1-in-20 with a plane normal to the bolt axis, leveled washers shall be provided to give full bearing to the head or nut.
4.2.4 Threaded bolts shall be tightened with properly calibrated wrenches or by turn-of-nut method.
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- 4.2.5 When " Turn-of-nut" method is used for bolt tightening, the impact wrench or other pneumatic device does not require calibration.
However, the device shall be of adequate capacity and sufficiently
+ supplied with air to perform the required tightening of each
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bolt in approximately ten seconds. When this method is used, the following steps will be followed:
- 1. All bolts in each joint shall first be brought to a
" snug tight" condition (snug tight is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench.
l 2. All the nuts shall then be match-marked using an approved industrial marker, i.e.: Nissen; which has certified contents.
i 3. All the bolts in the joint shall then be tightened by the applicable amount of nut rotation specified in Attachment #1.
- 4. Tightening shall progress systematically from the most rigid part of the joint to its freest edges.
- 5. There shall be no rotation during tightening of the part not turned by the wrench.
I 6. The end of all bolts shall be marked with the industrial
! marker when required nut rotation has been attained.
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. 4 35-1195-CCP-22, March 12,1976 O REVISION 1. April 22,1977 PAGE 8 of 14 4.2.6 When using the " Calibrated Wrench" method for tightening bolts, the following steps will be followed:
I
- 1. Impact wrench shall be calibrated prior to use each morning and afternoon for each adjusted tension setting.
- 2. Impact wrenches shall be recalibrated at any time sig-nificant changes are made in the equipment; i.e., air
! hose length changed by more than 200 feet or a sig-nificant difference is noted in the condition of the bolts, nuts, or washers.
. 3. By,use of Bolt-Tension Calibrator adjust impact wrench c until 3 consecutive bolts are tightened to required y tension; (See Attachment #2 for required tension).
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- 4. Use new bolt and nut each time the calibrator is used, i.e., 3 bolts tightened require 3 new bolts and nuts; -
if a washer is to be used in the structure, then a washer shall also be used when calibrating the impact wrench.
. h 5. When several bolts are installed in a single joint, the impact wrench shall be returned to " touch-up" bolts y previously tightened to assure that any bolts which may o have been loosened by the tightening of subsequent bolts are tightened to the prescribed amount.
-t 4.2.7 When Ricinond inserts are used, thread engagenent into the insert shall be at.least 2 X the bolt diameter + 1/8".
f 4.3 FIELD WELD CONNECTIONS 4.3.1 No welded connections shall be made unless they are shown on
< the approved shop drawings or approved on a case by case basis by G&H engineering.
4.3.2 Brown & Root shall supply to Gibbs and Hill, certification of welders to be used on erection of structural steel .
4.3.3 All welded construction shall confom to AISC specification for Design, Fabrication, and Erection of Structural Steel for Buildings and AWS D1.1.
j 4.4 BASE PLATES
! 4.4.1 Base plates and bearing plates shall be grouted in conformance 59'cc*t' " 2323-SS-9, " Concrete".
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' v REVISION 1, April 22,1977 i PAGE 9 of 14 4.4.2 Base plates shall be grouted only after structural steel is
] .: erected and placed with all anchor bolts lightened as released by the B&R Rigging Superintendent.
ll 4.4.3 A separate B&R construction procedure shall be established for i
- the grouting of base plates. I f 4.5 TOLERANCES 4.5.1 In general, all steel shall be plumb and level within the tolerance of 1
- 1000.
, 4.6 INSPECTION - CATEGORY I 4.6.1 Bolted Connections - the B&R Civil Engineer will visually in-spect randomly selected connections for the following:
^
) 1. Bolts are the correct length as indicated by having the bolt flush with, or outside of, the face of the nut when completely installed.
@ 2. Correct type bolt is used as indicated by the manu-2 facturer's marking on the head.
x s 3. Turning elements are on the correct face; washers i are used when required.
- 4. Bolts are securely placed in bolt holes.
- 5. Installation and tightening procedure (observed at random) for adherence to the selected tightening l method.
4.6.2 Welded and Bolted Connections - these shall be inspected by
! the Brown and Root, Inc. QA/QC department.
4.7 INSPECTION - NON-CATEGORY I 4.7.1 Bolted Connections - the B&R Civil Engineer shall randomly inspect connections by observing the installation and tight-ening of bolts to determine that the selected tightening method is properly used. This inspection will ordinarily assure that the specified bolt tightness is attained. How-ever, randomly selected connections shall be inspected to the following procedure:
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.., f#NO 35-1195-CCP-22, March 12,1976 Q- REVISION 1 April 22,1977 PAGE 10 of 14 j 1. The Inspector shall use an inspecting wrench which may i . be either a torque wrench or a power wrench that can be adjusted in accordance with the requirements of Attachment #2.
- 2. Three bolts of the same grade, size and condition as those under inspection shall be placed individually in a calibration device capable of indicating bolt tension.
The surface under the part to be turned in tightening I each bolt shall be like that under the corresponding i part in the structure; i.e., there shall be a washer under the part turned if washers are so used in the
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structure or, if no washer is used, the material abutting the part turned shall be of the same spec-ification as that in the structure.
- 3. When the inspecting wrench is a torque wrench, each bolt specified in 4.2.6(4) shall be tightened in the calibration device by any convenient means to the minimum tension specified for its size in Attachment #2. The inspecting wrench then shall be applied to the tightened bolt and the I
h torque necessary to turn the nut or head 5 degrees (approx-imately 1 inch a 12 inch radius) in the tightening direction shall be determined. The average torque measured in the tests of three bolts shall be taken as the job inspecting torque to be used in the manner specified in Step 5.
- 4. When the in'specting wrench is a power wrench it shall be adjusted so that it will tighten each bolt specified in 4.2.6(4) to a tension of 7% greater than the required tension specified for its size in Attachment #2. This setting of wrench shall be taken as the job inspecting torque to be used in the manner specified in Setp 5.
- 5. Bolts represented by the sample prescribed in 4.2.6(4) which have been tightened in the structure shall be inspected by applying, in the tightening direction, the inspecting wrench and its job inspecting torque to 10%
of the bolts, but not less than two bolts, selected at random in each connection. If no nut or bolt head is turned by this application of the job inspecting torque, the connection shall be accepted as properly tightened.
If any nut or bolt head is turned by the application of the job inspection torque, this torque shall be applied to all bolts in the connection, and all bolts whose
. nut or head is turned by the job inspecting torque
- n shall be tightened and re-inspected, or alternatively, b/ the fabricator or erector, at his option may re-tighten all of the bolts in the connection and then re-submit the connection for the specified inspection.
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35-1195-CCP-22, March 12,1976 REVISION 1, April 22,1977 PAGE 11 of 14 4
4.7.2 The B&R Civil Engineer shall also inspect bolted connections as j
stated in paragraph 4.6.1, items 1 thru 3 of this procedure.
4.7.3 Welded Connections - these shall be inspected by Brown & Root, Inc. Welding Engineering Department to procedure S-52.01-106.
1
- 5. SUPPORTING INFORMATION
5.1 REFERENCES
- 1. ANSI 45.2.5 - 1974 Supplementary Quality Assurance Requirements for Installation, Inspection, and
. Testing of Structural Steel During the Construction
. Phase of Nuclear Power Plants
- 2. Gibbs and Hill Specification 2323-SS-16A "Non-Category I Structur.al Steel", and 2323-SS-16B
" Category I Structural Steel"
- 3. Construction Procedure 35-1195-CCP-24, " Rigging" O 4.
~
AISC Manual of Steel Construction - Seventh Edition
- 5. AWS D1.1
- 6. G&H Specification 2323-SS-9, " Concrete"
- 7. B&R Welding Engineering Department Procedure S-52.01-106.
5.2 ATTACHMENTS
- 1. Nut Rotation Form Snug Tight Condition
- 2. Minimum Fastener Tension
- 3. Bolted Connection Inspection Report i
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35-1195-CCP-22, March 12, 1976 j O' REVISION 1, April 22, 1977 i
PAGE 12 of 14 ,,
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ATTAC} MENT #1 ,.
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""' MIT ROTATION" FROM SNUG TIGHT CONDITION i
. Disposition of Outer Faces of Bolted Parts Both faces normal to bolt axis, or one face Both face, sloped not more normal to axis and other face sloped not more than 1:20 from normal to bolt than 1:20 (bevel washer not used) axis (bevel washers not used) h- . Bols lengthb not exceeding Bolt lengthb exceeding 8 diameters or 8 diameters or For all length of bolts
. 8 inches 8 inches - _
1/2 turn 2/3 turn 3/4 turn
- a. Nut rotation is rotation rolative to bolt regardless of the element (mt or bolt) being turned. Tolerahce on rotation: 300 over or under.
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 extrane end of point.
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REv1SrDa 1. 49eti 22 , 1977 PAGE 13 of 14 -
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/ ATTAC MENT #2
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NINIMM FASTENER TEMSION I
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[ .' A325 A490 . . . . , _
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- ,. Bolt Size Required ,.... ,. 107%
Required 107%
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1/2 T2,000 . y6 12,840 15,000 16.050 -
] 5/8 19,000 [.'20,330 24,000 25,680 3/4 28.000 29.960 35,000 37.450 .
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' :e 7/8 . 39,000 41,730 49,000 52.430 .
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54,570 64,000 68,480 t: .
I 1/8 56,000 59,920 80,000 85,600 1 1/4 71,000 75,970 102,000 109,140 -
l 1 3/8 85,000 90,950 121,000 129.470 s
1 1/2 '103,000 110,210 148,000' 158,360 '
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- ,,'f 35-1195-CCP-22, March 12,1976 REVISION 1, April 22,1977 O. PAGE 14 of 14 ,,
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ATTACHMENT #3 BOLTED COMECTION INSPECTION REPORT .:
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, ~ P i, Drawing Connection Size / Insp. Bolts Bolts Wrench Actual Survey Inspector r ' ' ; 2 .' No.
Grade Torque Conn. Ck'd. No. Toroue Chk'd.
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35-1195-CCP-22, March 12, 1976
- f. vn REVISION 1, April 22,1977 PAGE 8 of 14
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4.2.6 When using the " Calibrated Wrench" method for tightening bolts, j the following steps will be followed:
- 1. Impact wrench shall be calibrated prior to use each morning and afternoon for each adjusted tension setting.
- 2. Impact wrenches shall be recalibrated at any time sig-nificant changes are made in the equipment; i.e., air hose length changed by more than 200 feet or a sig-
- - nificant difference is noted in the condition of the bolts, nuts, or washers.
E 3. By use of Bolt-Tension Calibrator adjust impact wrench
& until 3 consecutive bolts are tightened to required A tension; (See Attachment #2 for required tension).
- 4. Use new bolt and nut each time the calibrator is used, g ,. i.e., 3 bolts tightened require 3 new bolts and nuts; if a washer is to be used in the structure, then a washer shall also be used when calibrating the impact wrench.
O t 5. When several bolts are installed in a single joint, the g impact wrench shall be returned to " touch-up" bolts g previously tightened to assure that any bolts which may g have been loosened by the tightening of subsequent bolts are tightened to the prescribed amount.
4.3 FIELD WELDED CONNECTIONS I
4.3.1 No welded connections shall be made unless they are shown on S the approved shop drawings or approved on a case by case basis by GaH engineering.
g 4.3.2 Brown & Root shall supply to Gibbs and Hill, certification of g% welders to be used on erection of structural steel.
! 4.3.3 All welded construction shall conform to AISC specification for Design, Fabrication, and Erection of Structural Steel for N Buildings and AWS 01.1.
E b 4.4 BASE PLATES 4.4.1 Base plates and bearing plates shall be grouted in conformance with GaH specification 2323-55-9, " Concrete".
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ACTIVITY DESCRIPTION REFERENCE DRA P.P.V. Head Assembly gno nn1nw (p SPEC 3 PROC./ENG. INSTR. 'g] LOCATION SYSTEM
- 2323-MS-100 dO3 Containment #1 rnactnr r n n 1 , ,, +
PREPARED BYI l W u.3 m '!M D ATE S E l Y'- DEPT.0df A TO
REVIEWED BY DATE /-25 7 9 QA/OC ENG ANI ANI REVIEW b ^ DATE ' I ~ ^' 1 X X 07f QA/QC OP. NO. DEPT. O PE R ATION ENG ANA NOTES:
2 5p0 -
N/A N (1) This traveler covers the assembly and $ ,. ,
welding of the lower canopy seal which 5 4}0 $ -'3C3 seals the reactor head adapter to the I C.R.D.M. latch housing, capped latch housing, adapter plugs, or thermocouple -
female flange, as applicable. Reference Attachment # 1 for location of the
, individual conponents. All applicable s
data to be recorded on attached data
' sheets.
l l (2) Welc'ino procedure shall be cualified prior to any welding or tackino. All welding shall be done in accordance with -
F.P.S. 99129 and the weld data card.
The head nenetration number as shown on Attachment #1 , stamped on the head and re'erenec6 on various W drawinos -
shall be the field weld nunber.
(3) ![TQk 9 ' recu of the Workshallsaf,Webbt)#
l P.W.E. and W'stk o naineer, Care shal1 eg ot t s access to any asse y ,
o E6}9g 'est.
l (4) All base ma erla he a dapters and corresp iding ing pieces have been examir?d by 1 'd/penetra nt and found accept h
! to the followino j travelers for P.T. and "as-Iul..t" d ir'en c i ons :
l l~ (a) C.H.D.M. MI:-- 7 8- 110- 5 5 0 5 l
(b) R.I.V. licad MF-78-106-5505 (c) T/C ret.,le Plange ME-78 (d) Capped Latch !!ousing t*F- 7 8 9 (c) 11ead Plugs ME-78 m
)=
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b CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER NO. ACTIVITY DESCRIPTION ME-79-214-5505 m_ Reactor Vessel Head Assemb1y PAGL20F1 PREPARED 8Y
- A DATE NlE REVIEWED BY DATE ANI REVIEW q n,
>^'
e' n n co DATE '
OA/QC OP. NO. DEPT. OPE R ATION ENG ANI N/A (5) The term " Uni: throughout this procedure shall be defined as a C.R.D.M. , thermocouple column, head adapter plug, or capped latch housing.
(6) All torque wrenches, pressure gauges, etc. shall be calibrated per CP-CPM-13.1, " General Calibra-tion Procedure".
(7) Record M. & T.E. Number of equipment used in the applicable sign-off blocks of the data sheet.
REFERENCE DRAWINGS:
. R.P.V. Head - W 8761018 Thermocouple W 685J561 Head Adapter Plug - W_883D194 C.R.D.M. - W ll5E238 Capped LatcE Housing - W 9340129 Type I Dumy Can - W 583F622_
Type II Dummy Can - W 541F782 Type III Dummy Can - W 1080948 Weld Insert - W 271C740 (8) CLEANLINESS CONTROL REQUIREMENTS (a ) End caps shall be maintained over connections when work is not being performed on them.
(b) Precautions shall be taken so the units re-main free of foreign mtter that system flush or hand wiping with a , int free cloth cannot rem n ,
Data sheets to be hEi (9) maintvlifeh}hy:n up to date:15' work i area. Each item to { dn$the'Ted spon c6mpletion.
QC/ANI hold points at' notdd in!traveleriand' U
data sheets. ,p y \..;
e '
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.r " CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER NO. ACTIVITY DESCRIPTION ME-79-214-5505_ m Reactor Vessel Head Assembiv PAGh 0F_9 PREPARED BY ' DATE b REVIEWED BY DATE 2 '/~ 7 q r *-
ANI REVIEW 5 I ' \6'n,"'H DATE
^
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y 'I OA/QC OP. NO. DEPT. OPE R ATION ENG ANI 1 M/W Remove a Unit required and rest on blocks.
2 M/W Remove the split canopy seal protector ring from the C.R.D.M. and capped latch housing.
- 3. M/W Obtain a weld insert (supplied by W).
Eng. Record the Unit serial number on data sheet when it W has been determined which head penetration number it (CV will be used on. Determine the expected gap between weld preps by subtracting the respective measurement averages recorded in the referenced Traveler This INE gap should be between (wel(ig ert thickness [.h02")
min., (weld insert thickness .012") Max. Record weld insert thickness and heat number on data sheets.
4 M/W Visually inspect the threads of both mating parts.
QCV Remove any burrs or raised metap.Q, 5b M/W QCV Clean mating threads with Acetone using clean lint free cloth. Visual examination along with a spot check using a dry, white lint free cloth such as to assure the absence of all foreign matter and sub-stance as chips, metal Qljpgs, welding pearls, flux, rust, dust, cagSine, oil, grease or any other substance that could produce damaging affects.
6b M/W Liberally lubricate threads with Neolube No. 2.
QCV Avoid spilling Neolube on the seal weld areas.
Allow the Neolube to dry, then apply a second coat.
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-~ ~ CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER NO. .
ACTIVITY DESCRIPTION ME-79-214 ,6505 g n Reactor Pressure Vessel Head Assembly PAGL(OFJ PREPARED BY - -
DATE 2 II N
, REVIEWED BY DATE
- s. r' .
- ,e ANI REVIEW k U '
b DATE $ 7
- e- GA
- OC OP. NO. DEPT. OPE R ATION ENG ANI 7 M/W Tack Weld the insert to the Unit per the weld data QCV card. Using a file, scribe 4 slots (equally spaced) on the "Y" insert for purging' gas. ,
/ 11 8 M/W ' g; Neinstall a Seal Protector Ring over the insert QCV using the threaded holes and cap screws. If necessary, use sfainless steel washers between the unit and seal prd\ector' ring to avoid damage to the weld insert by the ring.
4u 2hhs ,
9 j M/W Clean Thermal Sleeves and Housing per Operation #5.
/ QCV I_nstall Thermal Sleeva intn head _if the psnetration j is receiving a C.R.D.M. or capped latch housing.
Rec 6rd serial numbers on data sheets.
10 M/W Upend the C.R.D.M. or capped latch housing, using QCW the eyebolt to suspend it vertically. Note the weight on the spring scale.
11 M/W Monitoring the spring scale, carefully lower the QCW C.R.D.M./ capped lat.:h housing the latch housing ,iust touches the until headthe bottom ofd*
penetrattion. '
The head adapter plugs and thermocouple femaje flange ~
may be installed by nand. This is o.be scc.omklished by carefully engaging thre and: and To,c king the Units on the Head p r Osq qt M n.314~. ,
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CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER NO. ACTIVITY DESCRIPTION ME-79-214-5505 m R.P.V. Head Assembly PAGE SOF 9 PREPARED BY h ~ DATE b I b REVIEWED BY DATE f,3 . ,,
ANI REVIEW * ' ' 'I DATE 4 ! ' '. . I QA/QC OP. NO. DEPT. OPE R ATION ENG ANI Alternately lower the C.R.D.M.'s or capped latch
.]. 12 M/W QCW housing with the hoist and pull down on the Unit against the spring scale tension until threads are engaged. Continue turning the mechanism to thread the unit onto the Head. Monitor the hoist hook to verify free turning so the eyebolt does not loosen. Use the hoist to keep the valve on the spring scale to within + 25 pounds of the weight noted in Operation #To.
13 M/W Remove the seal protector ring by removing the QCV four cap screws after initial thread engagement.
il
,A~~ 14 M/W Af ter complete thr"eInd u.w-engagement, remove hoist, QCW back off the Unit'%. turn and then snap it back to
- full engagement, using a strap wrench. Verify a l
minimum torque of 300 ft. Ib.
~
. 15 M/W Measure and record the weld insert to Head weld QCW end gap and record on checklist.
16 W Make weld per weld data card. (WPS 99029)
M/W 9H3TE: Information P.T. Exam. may be performed WE at the request of P.W.E. or W Welding Engineer.
QCV W l
%\w 17 M/W Af ter welding a head ada a eI QCV Dummy Baffle Can. (re #583F6221 t Cap must be square with the . M.' W. T4ghten 1ts snug tight. Penetration \N - .' ebnot rec f, ve g durry can.
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- ** * '" SN
,.!'O Eie:tric Corporation Divisions ;;
wra n w e w ..w ux :.
TBX-L-Ca7 ~M 3.0. 42/1C5 React.or Head Guide Tube- i.
Funnel s ~~
5-27-80 ur. J. T . Merri tt TiJSI Manager of Enqineering and Construction .
Comanche Peak Steam Electric Station .V.
P.O. Box 1002 1 Glen Rose, Texas ,..
Dear Mr. Merritt:
Westinghouse recorrnends that the two (2) " Housing Guides" SN-M-476B58 &
M-476B55, (Penetrations - 76 and 78) be removed and measurements be taken from the bottom end of the head penetrations to the nearest weld. (See attached sketch) the " Housing Guides" will be remachined to eliminate the interference. '
, New holes will be drilled and pins installed and welded out, using existing
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Westinghouse will review the field measurements taken and specify what the ,
new " Housing Guide" cimension should be.
If we may be of ' rtrer assistance, please feel free to call.
- 1. .-
~
M A~
k .".. hocas P. S. lan Teslaar l . ptRe,EWhe W Site Manager l
E,5Sqf CPSES l PMT/plfh 1
. John Oura n t , W MC' .'
~
l R. Frisbee, W Pensacola
- D. Frankun, RR R. G. Tol son , t'GCC-CA/CC i J. Hawkins, BAR-QA
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Westinghouse Electric Corporation Water Reactor Divisions wscamwm : ,2 ~;,yg , l .' sa2res
, / Pittsourgn Pennsytvama 15230
. .I.
j 4?N T3X-L-047 Rev. 1 2.. S.0. 42/10 ~ Reactor Hea$GIfd$;TMi Funnel.fs . .l '
, 6-25-80 ' ',
Mr. J. T. Merritt . l TUSI Manager of Engineering and Construction .: Comanche Peak Steam Electric Station ' P.O. Box 1002 CM. Glen Rose. Texas
Dear Mr. Merritt:
Westinghouse recorrrnends that the two (2) " Housing Guides" SN-H-476858 & M-476B55, (Penetrations - 76 and 78) be removed and measurements be taken from the bottom end of the head penetrations to the nearest weld. (See attached sketch) the " Housing Guides" will be remachined to eliminate the interference. Tew Fo E will be dri1ked and pins installed and welded out, using existing procedures. The modif,ied " Housing Guides" and the head penetrations will have extra " pin" holes which will not be used. /The new pin hole locations gt y/[. due to machining, may be drilled in the threaded portions of both the_
"Housino Guide" and Head Penetrations,(this will not ettect the original design.use or eitner part, and are considered acceptable to Westinghouse.
Westinghouse will review the field measurements taken and specify what the new " Housing Guide" dimension should be. t If we may be er assistance, please feel ree to call. f3 WO , 4 - P.My'#o g. g) ,
- R. L. Moller ..
- h. -
W! Site Manager
!! R.k
* ~ .
CPSE CPSES Q :. . PMTAplw y
- c:: ' urant, W MNC
! R. Frisbee, W Perisacola l 0. Frankum, BAR
! -_ R. G. Tolson, TUGCO-QA/QC J. Hawkins, B&R-0A
{ R. Klimist, B&R i G. Tanley, Millwright Supt. .
} C. Dupree, Hech:: Eng.:
ARMS ~
~
n 3. s. wa w s. - . , , . _ ' .
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< Y*.,___$Nh5 RV --/ - o l O ~ QC 7 - c 7 y ~ ,
N ' /- o / i9 - c. o 74./ ~ /> I/T /dl " # m i W. INDDG..~%. --,c v - i 47. -905sw ,n.ew 7r;.ggj. ,y,, . 2m . .a .- i . ~ l w . -. F . coNsTnuCnON OPERATION TRAVEMR 3... .L
@PAGElOF~ i!
3
/ NO.$ QUANTITY TnAVEuR NO.- *. .- EGtMPImENT NO. .
@ UNIT
@F-M S/-03SW /
. @cDm -os o -D802 - .
REFERENCE DRAWINGS 7/ - 0,566 M"N ACTIVITY DESCRIPTION - R iX- e J E # O o2 v- m p m k!/ Pipe Whio Restraint Su seert installatinn SYSTEM i g
. g SPEC:/ PROC./ENG. lNSTR.@l.OCATION 2323-ss-le -
AB/ si 8'8c 'r' E~W W~ DATEGW'E DEPT Coordinator j i . , PREPARED BY ' e
""! - SATE a-t i' M
_ Qh/QC ENG ANI
. .. . . "En. ,1,
. H
- N -
DATE
. ANI REVIEW '
Al 5 DEh. O T1 f*)l.!'[}kf)2 f /hQ*) f t%lst.}n-&
~
eTi a'nd hat the ipe~ ;'h I f
}iI;. $ t pe rii is ip restraint locatkon. is on \ ,_ ],q final leastion af the pipe l .es ,.* .. ;-.-, ,
- . T r-
.r .
es i hg.8D. ;#(2).d f."Ek As lit (1,t pipe at-the pipe tiip restrafrit location add
/! '
g attach-as built to the Traveler., I cgi -
,yo%n- .
t .- .
* , _ ~ ' . :an lii ' and part numbers
;[ (3) '
'Ver{fy'structiural' assembly hlmtie
- +-*- .
, *. 1*.- 1'5 -' "according .to refemenced drawings. '
( y .T ' . a r. : , _ H Plug asy. unused . inserts aqd put anchor bolts.as shoun g- . 4(k. $MIWy, 1 _.% " g. on thesmfa mnced drawingL - 1 . , 4 i e p'g .. J.;, u, - .; ..r s -
. f , .
i MQF P,f QC ! Verify concrete erface preparation in accordancq with ~ i M".s - *
' QIp1LO-6.- s. ._.-.-
.r p .:' .a: . *
~y IWi' 3._;. -nsta11:the structural assembly;in'accordance with the /fM 1 $[ ' -(6).
rqferenced. drawings and applicable design changes.- g pyg l p , i.I'nstall tkHilti Super brik bolts in accordance ' ' ' ' with h' 4 l
$7)M IW '.'k
,j . . : '
CEI 20.
~~
'N Inspect the Hilti per Kwik hits ins t
! -( QC J :;-
. ,. .according.to CP-QP.-11.2. , , _ .
.I.~ ,
* -(9) , TE Verify ' elevation,'. column TTn'e locati
++*
~
_ _ . l M" 8 A levelness. Q
<sur5* mw
~f" p,>M "h
4... ik::' . Om (10)J Coon Release structural assembly to'iute ' i J . , _ .. . .
'1, weTding as shown on the referenced n
- gei '.
.w. ,
- j. .
.=
1 Release structural assembly from ont
$Lpre (11)J sub. .- --
..~ .,_
3 ,~ ._ Verify'line and elevation'of structural assembly , g"*-(12)g FE-,
~
locate U-bar brackets and/or, pipe bumper locations. --
. . . ..m _ .
.rp. [ Verify location per referenced drawings, g (13)'A QC "
a
~ (14k b> orc R$[tvaIs'e s'tructuFa1 asse ubb
^
cts for weldin , f y . W har brackets ~and/or pipe bumper _s to structural \ i = ,,, i
}
a c ummhly,- - . ~ . .u- #- l q ==(
.al(d.bPD470 h*-W/fD BY 'l4*WE M/cy'd 3 /7 8/ [
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CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER NO. ACTivlTY DESCRIPTION C D 80 ~ CIO -).8 c> 2. P,rc W ed?cs o u ,- lua m .a,sig PAGS O9.,3_, PREPAREo sY d / BATE "I/E" N I REviEwfo sv R1ff0dn GC. Tor oATE unce/dn ANI REVIEW DATE cA/ac _OP. NO. OEPT. OPERATION CCNSTR. ENG ANI
$ bk & KI* $ N tKe b frhsr D f*D1Y10 M 0 9
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COMANCHE PEAK STEAM ELECTRIC STATICN : II s, DESIGi GANGE ALTIHORIZATICH :III- IX ~ Q.- (WILL) (WIllgNENI) BE INCORPORATED IN DESIGi DOCLMENT DCA NO. 14,813
- 1. SAFETY RELATED DOCLMENT: XX YES NO
- 2. ORIGINAIOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTICN:
2323-51-0581 3 A. APPLICABIE Sit 30DWG/lOCOstt! 2323-52-0581-01 REV. 1 B. DE*IhILS Revise erection Note 8 as follows: J NOTE 8 Nuts on bolts for slotted holes and for holes 'as noted on the drawinos: Nuts shall be installed hand tight with the washer (plate or plain) ir contact with the structural steel support. Bolt threads shall be spoiled or a ja.. nut u installed to prevent the nuts from inadvertantly loosening & fallino off.
- 4. SUPPORTDC DOCLHDTIATICN:
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- 5. APPROVAL SIGIA'IURES: CRH/sgf A. ORIGEIAIOR: b 00k DATE /O-20'82-B. DESIGi REPRESDTIATIVE: !SM k/ ! DAE /d *2d -{(
l . V l 6. VDJDOR TRANSMITIAL RECUIRED: YES NO XX l l t
- 7. STANDARD DISTRIBtJFIcN: . LOB NO. 35.n95 E C E l V El 3]
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' NO.
EQUIPMENT NO. @PAGEJOh g eA--& w ar%m wc ._ - Q s1-r siauw2 @UN 2- .
@UANTITY
_ i_. ... - av6 Am . . gREFERENCE DRAWING 45/ OJiP/
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& . 2-) IW ieriff EEructural $slMbknumbers and part numbers Y '
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* (3) IW l Plug a'ny unused ' insert [Nnd cut anchor bolts as shown '
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b (5) Install the stiuSt$ral ass y in accordance with the l [' gk k SQ IW referenced, drawings and applicable design changes'.
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, (6)3 IW t the Hilti Super . Kwik bolts in accordance with -
MJ #- (7)A QC ' Inspeit tne Hilti'3uper> Ewik bolts installation accord- - fM j ing to CP ,QP.-11.2. : [- , g (8)* FE Verify elevation, column line location, levelnessy . d ._ - b nd [ h 4.rwe l ., I ' (9) Coo'rd Release sthictu/allss'pbYIo welding as shown on tDe tief w tshfg Id h u,fg ! , d (10) Sub. Release. structural assp; y s ffh MN jj, fpfirCOl4t.4 h5 O As built pipe at the% pfpe .r
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( CDMANCHE PEAK STEAM ELECI"MC STATIW DESIGN QMNGE AUIBORIZATION
- II XX
- III i
' (WIIL) plIIX2)3122) BE INCORPOFATED IN DESIG4 DOCUMENT DCA NO. 15,028 Rev. 1 l 1. SAFETY RELATED IDCLEE2Tr: XX YES NO i
8
- 2. ORIGINATOR: CPPE XX ORIGINAL DESIGiER _
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- 3. DESCRIPTICN:
2323-CSDS-04 1
; A. APPLICABIT 3RSC/IMG/MIC00C(T 2323-55-16B REV. 0 .I i B. DETAIIS THIS REVISION VOIDS AND SUPERSEDE 5 DCA.15.028 Rev. 0.
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~ When field connections are to be fr.ade by use of ASTM A490 bolts and tightened or inspected with a calibrated toroue wrench , a hardened flat washer shall be used under the element turned in tientenina and the turned element shall be tightened as follows:
ASTM A490 Bolt Size Toroue i (inches) (ft-lbs) 3/4 503 7/8 650 , 1 1320 1 1/4 2620 1 1/2 4565 l 4. SUPEORTING EOCUMDTIATICN: I AN 4 \ CPPA-24736 GTT-9232 .d '
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- 5. 82 APPROVAL SIGNATURES: WHC/sgf i A. ORIGINATOR: N 1[bu.t t > M- DATE I2-/-9~7 B. DESIGi REPRESENIATIVE: k b DATE /2-/-82 i 6. VE2; DOR TRANSMI' ITAL RECUIRED: YES
- ~ . p;-..XL.~ .-
- 7. STANDARD DISTRIBUTION: 1 ECE1 ' - ElVED "= }I ARMS (Original) (1) K , GIN 9JRM i,_e0
, cuality Engineering (1) DEC 01 ) ; =- m . rev 7-82
'IS for Orig. Design l West.inchouse-Site (1)
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; Civil Engineering (1))
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CHANGE INDEX:OEI P CDMANCHE PEAK STEAM ELECIRIC STATICN : II s DESIGN CHANGE AUINORIZATICH :III 7X - M. . - f (WILL) (WIM14) BE INCORPOPATED IN DESICN DOCININT DCA NO. 14,813
- 1. SAFETY RELATED IOCLNENT: XX YES NO
- 2. ORIGDIA'IOR: CPPE XX ORIGINAL DESIGNER
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, 3. DESCRIPTICN:
i 2323-51-0581 3 A. APPLICABIE SIUDEXDWG/lDDOENT 2323-S2-0581-01 REV. 1 B. DEIAILS Revise erection Note 8 as follows: i
'f NOTE 8 Nuts on bolts for slotted holes and for holes as noted on the drawinos:
.}t Nuts shall be installed hand tioht with the washer (plate or plain) ir. contact with the structural steel support. Bolt threads shall be spoiled or a jam nut
- O installed to prevent the nuts from inadvertantly loosening & fallino off, L
/~ Y y 4. SUPPORTING DOClHENIATICN:
/M M bl
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B. DESICN REPRESENTATIVE: [$M v Kf DA'IE /d-20 -#( -
- 6. VENEOR TRANSMITIAL RECUIRED: YES NO XX l
- 7. STANDARD DISTRIBUTICN: JOB NO. 35-1195 l
t ARMS (Original) E C EIV E 3l (1) IX'A EGM 11-80 Quality Engineerirg (1) l Ad=in. Rev 7-e2 TS for Orig. Design (I) OCT 22198?. ! *j
, g westinchouse-Site Civil Engineering 1
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- - CONSTRUCTION OPERATION TRAVE,LER 35~1196' '3 k -$$$.mnn- SYh)-O/ '
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@V Pice ACTIVITY.DESCRIFTION 4hio Restraint Surnart
. . fast 111 atinn REFERENCE
' ' ' ^" *' JC DRAWINGS 2 3 - A- "V-05'T/Q^ L -
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'- DEPT...
Coord'inatne - . f ,.AElaEs i D '
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} o'egcEPT. OPERA 110N
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c ,L- 'f h O.- R)i-y fW3;- Veri -4. . L
- 'acco.fy'.structdFil rdilig-to refertnced '. assembly drawings. humbers and part numbeNif--r- .
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7*# }}' . T)C@) 1[' P'lugany-unusYihsntsa the rtfer'ent.ed..drawTn'gs.4-4,pd' cut arfther20lt[as_sb
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-Instiill_the ~structursl. assembly iUccordancs Wh thp - oc.
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h'(3)1 Inst'all. the Itilti Super Kwik b'olts in accordance with' - fT ' "I " -'
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QC-- Mrispect the ifU.i;f' Supir Kwik bolts instellation ; accord.: '*' ;P e-
= (6) ...
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a- .- , . . g i F l(7)-= FE - Veirify-elevat. ion.r coltsun line 1ocation, pliett ah.Ld ,, 2 .. 7, M E 3 .1 levelfleskff .c -'.. , ; ." g.
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(8) Cdbrd Release structural assembly.to subcont c,t.g.fg.r field - j[
"'IdIU9 asyshowrf on the; referenced.d'r i
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Tab.- Release structur61 asskmbly F. rom s
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on Tinal'1ocati6n.ht the pipe
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atta'ch as built T5 the T a .- s: e d. ' i 3 b Y. - .
--4 . . . . . .
5.. _. i FJ-~ Verify _-line,and elevation - ral. ly and $., - f(12)dQC locata_ U bar.Fadkets'.'i-
.ind/or w.4 ' ~
gr ' ations. "h -
/ i c. --
Coord Relbas.eltr9t@ rat 2a'sfiddly1.to su ~ontr 7forweiding- 5 ' -
- {l3)d - U-bar brackets and/or pjpERt4D , . , r-- -a l - --r astErnb. iy-'
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* - - CONSTHUCTION QPDtATION TRAVE!.ER CONTINUATION l
- TRAVELER NQ"~ ACTMTY DESCRFTION -
Tbe O- 0 0,1 - 570 0 Pipe Whip Restraint Installtion Par.E l er 2 h. PREPARED SY h DATE IN4[47-REVIEWED 8Y M s'A @8 @ DATE #lblA '
\
U ANI REV EW dA de-6fM DATE
. .htpp., sA/oc i op wo. out epomen .di h- constn twc. a=i
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gjy 4?cest GrerfI~119.c Wrows: Bolt tightening as applicable shall confom to the followingi g, IW QC(W) criteria: .
'd** a. Structural bolts per CCP-22 (i .~
- b. Hilti Bolts per CEI-20 ( inspe,fspected' by . - QC per 3t
~
_ g ' 14-1). . cted ,by QC per QI-QP-11.2-3). c 4/4 L
$ c. Nuts on anchor bolts and thru bolts shall be installed snug , 3g g//p
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tight. ,
- d. Screw anchors shall be installed snug tight and complete.l'y gfYg engage the threaded portion of the anchor per CCP-22 ( inspected g/,7 .
! <.. by QC per QI-QP-11.14-1). .
Mc. kr+ fiss riN6. h,Tg,,*Dcg f3, 78 d' $2 IMM 1 - if
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I CONSTRUCTION OPERATION TRAVELER CONTINUATION TMAVELER NO. ACTIVITY DESCRIPTION ~ i, com-cw. 8)DO Pipe Whip Restraint Support Installation PAGQOFC PREPARED BY I D TE M'M ' . REVIEWED BY - - -
- DATE S '
' 2' 6 ..
ANI REVIEW bb OATE ,.
.r. r- OA/OC OP. NO. DEPT. OPERATION ENG ANI
.n.. +.-, m . . , . - . - . . . , , ,- 4. ;, . e .:
(14)k Sub. Release' structural assedly from subcontracts.
;' 3 L .
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g4/a (15 Conc. Grout structural assembly in accordan e'with CCP-16 - a.g,3 l
- 19. # . . . ;
and CCP-J2. Swf,,,f ag M _ 2 .;f h'N S' (16)g QC Inspect. grout "abordi ng' t'8 hI-Qf-l'l .'h '6. [
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. _ , , .. . . m. r - -
4.. . 3 . 1 i k (17)g Coord., Release,. . structural' assentily to pan pt.' ('Referen'ce
' Traveler and structural.. deta.il. putte: on *release ' '
documentation and attach to' travefh). (18) QC Verify completion of' haveleY.
),,h e Jrc' c. -N;:i V., /g/p1LT f
f - g ' - 3.2 7.- . .j i ,
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- . REVISION RECORD c: .
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- CONSTRUCTION OPERAGON TRAVELER 35-1196 f* l
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REFERENCE DRAWINGS v Q ACTIVITY DESCRIPTION Sl- U /. 6210 6'- P4 - 2. __ v Pioe Whio hstraint 9unoort installatinn - CATION SYSTEM g SPEC./ PROC./ENG. INSTR.- 2323-SS-16B ., B */ Cc.~, #2 E 9u- o 6f g 3
- PREPARED 8Y # ddE DATE /O'27-80 DEPTrnnedinntne
~'
k REVIEWED BY
*- OATE' AP N E M QA/QC'ENG ANI
ANI REVIEW Nd4 DATE M ~
QAA1C
.' ENG ANI
' !, OP.NO. OEPT. OPERATION -
a . b (1) IW - Verify 1rtructural a'ssembly numen'and part numbers p p y gr QC accaretag to mferenced drawings. [
. (2) IW Plug.-sny unused inserts and cut anchor bolts as shown on w q
QC the referenced drawings. ($6.,p (3) QC Verify concrete surface preparation'in accordance with M7 4 > po [ QI-QP-11.0-6. (4) IW Install the structural assembly in accordance with the p yp referenced drawings and applicable design changes. fp ,,,3, j ,* (5)A IW Install the Hilti Super Kwik bolts in accordance with so' CEI-20._ (6) QC Inspect the Hilti Super Kwik bolts installation accord-it ing to CP-QP-11.2 g. g (7) - FE Verify elevation, column line location, plumb andI h m 9l levelness. Ah7E 29 (8)A Coord Release structural assembly to subcontracts fo ield M pW welding as shown on the referenced drawings. .. (9)Jh Release structural assembly from subcontr
.j Sub.
\
[10) Pipe Verify that pipe work is complete an on final.lo~ cation at the pipe whip e) ion. - As built pipe at the pipe whip p h (11) F.E. attach as built .to the Traveler. s t c a
./
y6 (12)d FE Verify line and elevation of structu ly locate'U-bar brackets and/or pipe b ocatio
]q A wts*
QC .
-< i
('13)d Coord Release structural assembly to subcontract f r welding i { U-bar brackets and/or pipe bumpers to structural y assembly. f4tvi'hss AVszls //Pewrar 3-y-8/ & =:'O ~ I jo-zc.8 z . i__ _ _ _pfg_gg_@ f[$L
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CONSTRUCTION OPERATION TRAVELER CONTINUATION TRAVELER NO. ACTIVITY DESCRilPn6N gd,
, C D 80- 0 7.9 - 6 7o0 _. Pipe Whip Restraint Support..Irist411ation. , PAGCOC E(3-PREPARED BY // DATE /# ' N
,a c.
REVIEWED BY ~ ^ ~ DATE ^ 4 3:' ANI REVIEW
'g) DATE
; gj w ' esty -
c-
.- .1 .s; r.~:. ~ ~~:r1 .nli OA/OC OP. NO. OEPT. OPERATION ENG ANI
. -- , .:....~. ....,.,i,. .
r,(14) A Sub. Release' structural assembly from subcontracts.
...e
. . ..v- -
,.......~.n..> 'r. ...
. .ec n . v.w c Conc. Grout struct assembly in acc ce with CCP-1 ),,,7
*#g (15)d zs-y
; . and.CCP-12. . uT.CMtcv Ma. = . 3.w. .% .
7, .. m . . . .n.- . nmi.nse e,r
...ina ,
'Sj p (16% QC Inspect grout according to QI-QP-1I.-.0-6. .g
.: . . . ; i . .se . . - ....:.......# w. .
,. ., Reference
- (17)g Coord. Release structural assembly to Paint Dept.3 . , ,. .. w. : . ..i:(3 c
- Traveler and structural..etel..nwee an- qWgasa,n,3 ( ~ c "4# f documentation and attach to Traveler -
...+.,s... . w .. w nnr.,ro.3,,,. ,,,,, fet.. .
g ( 18) QC Verify completion of Traveler. - v.r.:w mn, ::,,or w nei?F*
- b' 8. ins nsng gnibi"so si sa J E I s. .C. .TleffK.eJpt te*1f r.3tftwo 18N di r 1Ccyd. li'
- REVISION RECORD Asni e k '.;r6"n a . <: *Ofr962 fC,lvs.nce%M,:,e**
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m _,n-- .< -n:; w -, . - - CONSTRUCTION OPERATION TRAVEL.ER CCNTINUATION Q AVELER NQ. ACTMTY DESCRIPTION C 090- O'7 9 - 5700 Pipe Whip Restraint Installtion pggger 3 PREPARED 8% /I W OATE /ObSY N REVIEWED B[Mdd hh b DATE 10- 2 5- D-ANI REVIEW O/D Weto45-l' V OATE
. c.A/oc l op wo. oept oppation ecnesu rus. ANI bl7 Rsutg OPta-as rrou 17 as Fonou.is
- p. IW Bolt tightening as applicable shall conform to the following i ggy QC(W) criteria:
- a. Structural bolts per CCP-22 (inspected by QC per QI-QP-11. "'d g
t o.ts.n 14-1). ##
- b. Hilti Bolts per CEI-20 ( inspected by QC per QI-QP-11.2-3).
- c. Nuts on anchor bolts and thru bolts shall be installed snug M" #ff tight. T'h #
- d. Screw anchors shall be installed snug tight and completely f/c engage the threaded portion of the anchor per CCP-22 ( inspected i IN by QC per QI-QP-11.14-1).
-1 1
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. , .4. - CONSTRUCTION OPERAT1EnWTRAVELEQli.Ues ~
$(h'2 TRAVELER NO =- . EQUIPMENT NO. NIT NO. NTTUf 5 AGelCDJF3
~
@cDeta=a'gn;por.--- .@ M L s t. o s<7 3 o, ,, .J -
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@vACTlVJTY Pice-Whio DESCRifTf0N . C s .
Restre'bt hoopt fnstallatino .. 32rvr-ma- VADwaCv.7aso'/Je
; NEFERENCE 3 DA41fGtfa$J4577QT a
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r' SYSTEM A' bg$ lh*- SPEC./RR,OgdENG. a323-ss.tt>a ..,*' - INSTR. 'pOCATIONRB.V E 'ap7 '3. '
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PREPARED BY TMd8M- DA'TE M- C DEPT .<nnedinatnr REVIEEED BY ' dw -DATE ~9 N QA/QC StiG ANI l . ANL REVIE DATE , QAsoc , 3 OP.NO. Qf.P.T . OPERATIOliUC' . 4 ENG' ANI ,
...e...
(f) ~ IW VeNif[sNu'cturalf al'sen61y nusbeYs.and'part numbers N -
,. QCs
^
a c'co rdi n g '. to ' re fe ren t:ed ' drawf hgst , Arf /.y d' N. !-
/n$b hem (2) "
IW ' Plugipny unused insert's and ' cut anchoNbolts
*' ason' shop-'04,
~ all> QCG ther refentnce.d drawings.. - ,o.3 p; >
y - Verify ' concrete.'iurface rprepa'atiarr tn' accordInce w. M-p-K ith - rov (3) QC ~ {g QI.-QP-11.0 . ., .
'j f e,. y3-e gg IW Inst'll'cth' a eYtructural a'ssembly 'fn acco'rEnce.with the#qhr7 '
a'@ referpnced drawings 'affd applicable ' 3 esign @.*' . #47 39.s
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15).Ai" IW - Instalf the Hilti. Super Kwik bolts insaccord'ince.,w.ith . . , , i . CEI-20. .i :.. s y ,. . , .
,. .; - . . - 4, . : . n.
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$ (6)d QC ..' Ins)ect the Hilti Suher'Kw(f f$ltkhiish. ation$ap'ofdd ing to CP-QP-11.2. -
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nb.M (7) FE Verify elevation ;colurnn .lir$ekloc[ tion, p1 - afgj' g , levelness. .
-J-s.., n g' e I g / ,..... -
i.1 4 ; To# 8 i . l 'q a ea. . .(8d Coord Release structural 'assembli to s- tr for fiel'd .3 t; g-: . ;J
, s . - - - .
welding as shown on the referen g w .
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d
,'(9) Sut}. ReNas'e',structur51 'assembl[f rat . :- :.ry
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'g M}10}g Pipe VerifyMhat pfpe work ris , a i
pie.is d#." f I
.9%P2.
on final-location at the p' i ition.. d1 l',,. '*' % ' h- &=-
=-
f (wl(11}$ F.E. . As btillt pipe at-the pip .%p ~ t ion and ' 1 '{c.?2 ;-
, . attach as built to'the' ve,e ,- *-% , , , *l
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... e. m .
',9
!.9ik /h)kJC,,_ Verif FE ne and elehatiori ofI s tocatti U-bar biacketsiand/6rji;W u[ala embly^arhl' er- ocations'.'
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%{ - (E2 (13)k Coord Relea'se stnactural assembfy[do*subconda' cts foF.M!ldinij
- FT .
0-bar.brackgts.and/or p'ipe. bumpers to! structural ' "-~ p ": , ' ..
. 7i ...,,,,r.. T. '; - assembly...-r
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CONSTRUCTION OPERATION TRAVELER CONTINUATION j TRAVELER NO. ACTIVITY DESCRIPTION '((., N t coso-ac3-rpo a PipeWhipRettraiYitSupportInstallation. PAG (J,, OF PREPAREDBV f - _DATE E'N ' -
; REVIEWED BY - '
DATE b # l ANI REVIEW DATE-t-< .: wn , ,, .. . axiacw u c. _3pt,.
' " * '- ENG .ANP L EM #
~' " ' ' ' ' ' ' * ~~
OP NO. DF PT. OPERATION i
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Ig7., - - . , . . ... ,,,. . 3. n,or . ., , , , , , . , , , , (g 14 )d Sub. Release ~ structural assembly from subcontracts. . 1 . , . .. c.. .. .
...y 7'w., (15)d Conc. Grout structuraliasseE>Iy rinnecordance witti CCP-16. , //.ffp 8M and CCP-12. 6,,,./c-.J..eo. - 4% At *f'Vff n ~n. .. .n.: . . m - ..re .. ., , y Inspect grout:according to QI-QPs.11.0-6. .
I 34 4 (16)g QC
. ,y . . ..
I (17 Coord. Release structural assembly;to:Painte,Deptu (Rafe nqe : i M) Traveler and structural detail number on. release " . . . j j fig. t. documentation aRd ettal:h towTravehtr).
* , 0-a tl. "4 va e
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1 ( 18) QC Verify completion of Travelerc . .- .- a - gg
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t - REVISION, RECORD ., ,e
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+ CONSTRUCTICN CPERATION TRAVELER CONTINUATION l 7 TRAVELER NO. ACTMTY DESCRIPTION O D O O - O/c B - 5*700 __ Pipe Whip Restraint Installtion pace 3cFN I
PREPAREDSY [es-- DATE M M A l REVIEWED SN Mot 01II NOO4 DATE Oit l Al i ANI REVIEW M M MA DATE A t CA/oc l oP. 18o. oEPT eretATioW CD145TM E M S. A Ni
; 4. lb RtJssiSrte IO fis Fowce.1s
; IW Bolt tightening as applicable shall confonn to the following i
7 QC(W) criteria: I
- a. Structural bolts per CCP-22 (inspected by QC per QI-QP-11. 8
,9 14-1).
~. b. Hilti Bolts per CEI-20 ( inspected by QC per QI-QP-11.2-3).
j' c. Nuts on anchor bolts 3nd hg*'" lettibolth shall be installed snug , l tight. 30 " .2 W 3x l' d. Screw anchors shall be installed snug tight and completely b
, l engage the threaded portion of the anchor per CCP-22 ( inspected
,9 by QC per QI-QP-11.14-1).
(t us sg- Ws.P Il 0 f0&& "
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! ANI REVIEW
/M CATE 2ni l o p. em. l eeuArica [ M -Mff/68TL -g J
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' CONSTRUCTION QPOtATION TRAVELER CONTINUATION ddAr'TNl/76 ?/k Obh paGE$ CF
- A V-5PAA s/es /
] MtCF ARED gY < V4 s //rfc H/?F F CATE Y/6 /$d
; REVIEWED SY 7NM/58/dhMATE N#M
; Am nev a ' LVA- oATr d4
, GA/QC .
i COM5"W E M G. A 84 8 l OP 80 0 . m OPOtaff088
. s p 5)Q l -2l~ 73r$/CCARR67A"ad7As7eo ,41
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CCNSTRUCTION OPERATION Tc "'ELEft 35-1195
- fy f/)
p Ant I*/k-1$0-2800 / N/A 1 ORA M S bbrI N0 o Tbti a penredure N/A 8-l
@ SPEC / PROC / ENG. INSTR. @ LOCATION gSYSTEMrw eSJ
%/rf Safeauard. El_ 052' I
PREPARED BY # A dM
' DATE M38M/ OEPT. CA*L e&W6 '
REVIEWED BY O M'M b @D DATE l/M78( .
~
g< ANI REVIEW OIA D A'T E blN ' QA/QC o P. NO. DEPT. oPERATloM CoNSTR ENG. ANI-1 Iron- Tighten all bolts in a chosen joint to a " snug tight" condition '~ worke s 4 y s'ciu5 &<a'oAa hrt.d S ar, f.cAi,,. '
~- 3 /oe:C4 &
2 lW/Tu iC0 '2P.a NWees a / L.fa 9# 4^'b@' A Mark required amount of turn .!' the nut rotation on three 1-1/2"
. j76 4 9 A490 bolts. dy/;
3 lW/TU iC0 QA Using a 250 foot-pound torque wrench with 10:1 multiplier, tights n 01 gy. b Q) the three 1-1/2" 9 A490 bolts to the required turn of the nut ;.an/ # position & record foot-pounds value. NOTE: Nuts should be ob- .' I"[0 - M served to ensure that they were in tightening motion through-out tensioning. 4 lW/TU<iC0 QA Transmit torque values to 0. B. Jones for review. /// Oo F 7. @ f4/
.y;$' h w/ 5 ac e corem4 .sy.rkm h' *'ync &*lve N
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ye.o--b 1's hy d m i'c O,/ m I$t ch. t cev m d in inca n .dr u 0% mare h .,-d - m ~d.
\ n ARMS
/W[ WDCID Hermo aaza "' - % -
S l Tavvm;f' kydmyc wencA /y.t k inte k C c 6 M w a . eerl p&,, y,a aumter - / u 1:6i-Jt - .M a.k . - 91 s. 421;$ MTE- 32-% = dya'u/i Ti7ue m%{lE M.rIQ Pl~r. REC:ORD
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~
ACTIVITY DESCRIPTION ~ ~ *- TRAVELER NO. l, CE-81-002-2800 1-1/2" 9 A490 Bolt Testing Procedure PAGG0F.[
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0.3.'M' "" $47,7 NM) - Y fI E PRFPAREDSY ngyigwgogy :~~' N T @ ~g,7g ~ Vd M _
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.3 After failure of several 1-1/2" 9 A490 bolts, the 4100 ft. Ib. torque value was examined by Civil Engineering. The turn-of-nut rota-
- tion from snug tight condition definition was found to be misleading. The attached sheet defines determination of the bolt length for use in establishing the required turn-of- -
nut value. Bolts torqued to 4100 ft lbs. without failing are acceptable per Section
; CS, paragraph 4, second sentence of the
'P 2/4/76 issue of " Specification for Structural
, Joints Using ASTM A325 or A490 Bolts,"
., published by AISC.
Using theturn-of-nut rotation computed from j . the attached sheet, the following steps should be followed: 1 6 Iron- Tighten all bolts in a chosen joint to a " snug h'f
,] weg s tight" condition. N 7 I /T y I r ed amount of turn-of-nut g' Td Yj l 1 : : three 1-1/2" p A490 Bolts. 7/pS/
, i' T : 8 TUCCy Q hydraulic wrench system, #tl Ch-s I e three 1-1/2" p A490 Bolts Fy */f6// l ! to t r quired' turn-of-nut position l l & record foot-pounds value. Record
% PPRyhydrauii wrench system identification ber cali ration due date.
8 00 /3D0 .a A.s,.ualf mftz3.wt .P!7,k ( 9 QC Completion of traveler. .N*y Va'd1 t Wrf/ D 9
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Uk i bdW'5ZYS g DEKRIPTION OF M&TE// /Zd3/ SERIAL NO. g 2-i FEB 1981 - Q uJ DATEISSUED DATE R T RNES '6 U$ $4 LLJ :E INTENDED /
- I'.. l~! '9k g USE D FOREMAN /SOPT. ~
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LLJ < CAL CHEC INIT. 4 y - M PHONE EXT-L ~ M. Y5/L QC W BADGE # StGNATURE
. RECORD ALL USE OF THIS M&TE(CT) 8 ELOW-ITEMS INSTALLED. TESTED OR INSPECTED.
DATE ITEM INSTALLED. TESTED OR INSPECTED VALUE
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l p MVELEb..%T[.V/ASHER h1ATERIAL 5HALLBPATTbt.A500.5% THC JMLPHu A. Ccid7EreT oE THl.L4ttMLTu ot..Li*ALTKO. *
. ,TD O.OIO *iw M AttMunt s .I N A Dbl TIQd . f~oK. PL ArtK GREATE)t l, GC . THAM..r** THicx, tructustoal$ 4 HALL .,BC .4HAPE CQMTAa'.LEb
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COMANCHE PEAK STEAM ELECTRIC STATION \ 4 DESIGN CHANGE AUTHORIZATION (WILL) QWOUlXN000 BE INCORPORATED IN DESIGN DOCUMENTS DCA NO. 11,817
- 1. SAFETY RELATED DOCUMENT: XX YES NO
- 2. ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 3. DESCRIPTION:
- 2323-SS-16A 0 A. APPLICABLE SPEC /IEEEEGMDI 2323-SS-16B REY. O B. DETAILS When field connections are to be made by use of A325 bolts and i
tiahtened with a calibrated toraue wrench. a hardened flat washer shall be used 9 under the nut and nuts shall be tiohtened as follows:
- BOLT SIZE TORQUE finchesi (Ft. IRS) \
7/8 518 *
\
/\ 72s t/
T na 1
/
Mr V a m - sNJ M . K #1 I su i w "e ryIu
- 4. SUPPORTING DOCUMENTATION:
Reoorts of Toroue Calibration Tes_ dated 9 Nov.'81 and 8 Dec.'81 in OC nemanent files.
- 5. APPROVAL SIGNATURES: JCG/sg 12-8-81 A. ORIGINATOR:
DATE // 8/ B. DESIGN REPRESENTATIVE: [JMM DATE /E-7-8/
- 6. VENDOR TRANSMITTAL REQUIRED: YES NO XX l 7. STANDARD DISTRIBUTION: DCA FORM 11-80
. ARMS (Original) (1) JOB NO. 35-1195 f Quality Engineering (1) E C E I V E Mr TS for Orig. Design. (1) 4 Ray Moller W-Site (1) DEC 101981
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4 COMANCHE PEAK S.E.S.
, Agent For o.i. . LL _D- @d .._. .- DALLAS POWER & LIGHT COMPANY ru ,c d...
cak 87 _ O g TEXAS ELECTRIC SERVICE COMPANY TEXAS POWER & LIGHT COMPANY sha.e M. I m( chhWApprd. ST C 4 H I.b. N. 1_ hi.__M k M O ._D%tl0n 3 o .a, . N.
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_~ . SPEC. SPEC. HAH,TUGC0 FIGURE 1. Page 1 of 1
, COMANCHE PEAK STEAM ELECTRIC STATI f DESIGN CHANGE AUTHORIZATION 1
l (WILL) (MLIXNCI) BE INCORPORATED IN DESIGN' DOCUMENTS
' $@3 DCA NO. 11.817 Rev. I
- 1. SAFETY RELATEC DOCUMENT: XX YES NO
- 2. ORIGINATOR': CPPE xx ORIGINAL DESIGNER
- 3. DESCRIPTION:
2323-SS-16A 0
} A. APPLICABLE SPEC /BW6XIStBEKI 2323-SS-16B REY. O B. DETAILS THIS REVISION VOIDS AND SUPERSEDES DCA-11.817 Rev. O.
When field connections are to be made by use of A325 bolts and tiahtened with a calibrated toroue wrench. a hardened flat washer shall be used under the nut and nuts shall be tichtened as follows: BOLT SIZE TORQUE finchesl (Ft. Lbs.) 1/2 93
- 6/8 228 4
3/4 387 1 7/R 518
~
i 1 7?ci rno nmCE AND -
- 4. SUPPORTING DOCUMENTATION: *d' Reports of Toroue Calibration Tests dated 15 June '81. 9 Nov. '81. and 8 Dec. '81 i
in OC oermanent files. . [ S. APPROVAL SIGNATURES: JCG/s f 12-17-81 A. ORIGINATOR: . DATE /2-/7-8/ , B. DESIGN REPRESENTATIVE /g DATE /2'/7'[/ - 6. U VENDOR TRANSMTTTAL REQUIRED: YES NO XX
- 7. STANDARD DISTRIBUTION:
DCA FORM 11-80 l ARMS (Original) (1) Quality Engineering (1) JOB NO. 35-1195 - i TS for Orig. Design. Westinghouse-Site ECEIVE s A 3 2 J R I I - FD @5 m on}}