Rev 2 to Procedure CCP-22, "Structural Steel Erection ...
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.- . .. . . m ,,; . ~ ., ..- .. n . . . . - _ -.. . ... ___ " _._ - , -. ._ _ _ . . . . . . .- _._ _... . - . . .. I f 'h ' nnue - * ,, nnma BROWN & ROOT, INC. PROCEDURE EFFECTIM DEXED CPSES NUMBER REVISION w ons .' O OATEa JOB 35-1195 CCP-22 2 1/ 21/82 1 of 10 f TITLE: ORIGINATOR: hI ob / i STRUCTURAL STEEL REVIEWED BY: . il bM /- ERECTION / - APPROVED BY pr /-2/- fd ; CONSTRUCTION PROJECT MANAGER DATE o.i TABLE OF CONTENTS 1.0 INTRODUCTION 1.1 PURPOSE ( 1. 2 SCOPE ; 1.3 GENERAL DISCUSSION 2.0 DEFINITIONS OF TERMS, ABBREVIATIONS AND SYMBOLS 4 'O 3.0 SPECIAL ITEMS AND OPERATIONS | 3.1 AIR TOOLS / 3.2 PLUMBING UP 3.3 CONNECTING CP i 3.4 MATERIAL STORAGE REQUIREMENTS 4.0 ERECTION PROCEDURE 4.1 GENERAL REQUIREMENTS ; 4.2 BOLTED CONNECTIONS i 4.3 FIELD WELDED CONNECTIONS Y 4.4 BASE PLATES . ! 4.5 TOLERANCES 4.6 INSPECTION - CATEGORY I CO _ ' , i i ' 5.0 SUPPORTING INFORMATION I 5.1 REFERENCES 5.2 ATTACHMENTS ' ! 1.0 INTRODUCTION . | 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. ." F0'A-85-59 L 309 60 3 860527 D __, GARDE 8p-5_9 PDR ' . _ _ _ _ _ _ _ _-. - __. -. . _ _
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Transcript of Rev 2 to Procedure CCP-22, "Structural Steel Erection ...
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BROWN & ROOT, INC. PROCEDURE EFFECTIM DEXEDCPSES NUMBER REVISION w ons
.' O OATEa
JOB 35-1195
CCP-22 2 1/ 21/82 1 of 10f
TITLE: ORIGINATOR: hI ob /
i STRUCTURAL STEEL REVIEWED BY: . il bM /-ERECTION /-
APPROVED BY pr /-2/- fd; CONSTRUCTION PROJECT MANAGER DATE
o.i TABLE OF CONTENTS
1.0 INTRODUCTION1.1 PURPOSE
( 1. 2 SCOPE; 1.3 GENERAL DISCUSSION
2.0 DEFINITIONS OF TERMS, ABBREVIATIONS AND SYMBOLS4
'O 3.0 SPECIAL ITEMS AND OPERATIONS| 3.1 AIR TOOLS
/ 3.2 PLUMBING UP3.3 CONNECTING CP
i 3.4 MATERIAL STORAGE REQUIREMENTS
4.0 ERECTION PROCEDURE4.1 GENERAL REQUIREMENTS
; 4.2 BOLTED CONNECTIONSi 4.3 FIELD WELDED CONNECTIONS Y
4.4 BASE PLATES .
!4.5 TOLERANCES4.6 INSPECTION - CATEGORY I CO _
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,
i i'
5.0 SUPPORTING INFORMATION I
5.1 REFERENCES5.2 ATTACHMENTS'
!
1.0 INTRODUCTION.
| 1.1 PURPOSE,
1.1.1 The purpose of this document is to establish methods and'
procedures for the correct and safe erection of structuralsteel.
." F0'A-85-59L 309
60 3 860527 D __,
GARDE 8p-5_9 PDR'
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' 'PROCEDURE EFFECTIVE
DATE : PAGEBROWN & ROOT, INC. NUMBER
|REVISIONe|:|'''S'SO.
JOB 35-1195|
; ;
CCP-22 2 | 1/21/82 | 2 of 10
1. 2 - SCOPE .
i
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 erectingstructural steel; however, all persons involved in the erectionof structural steel need to take all necessary precautionsfor personal protection and safety.
1.3 GENERAL DISCUSSION
1.3.1 This procedure was established for the erection of structuralsteel in Category I structures. This procedure may also be usedin whole or in part on non-category I structures as directedby the B&R Project Manager.
1.3.2 This procedure identifies pertinent and necessary criteria forsafe and correct erection of structural steel. The readershould also read all referenced material and comply with itscontents where applicable.
O_
1.3.3 The only exception to the above is ANSI 45.2.5 - 1974 which wasused only as a guide and is not a specified requirement for thisproject.
,
2.0 DEFINITION OF TERMS, ABBREVIATIONS AND SYMBOLS
2.1 TERMS
2.1.1 Structural Steel - shall be as described in Gibbs and HillI specification 2323-SS-168 - (Category I) or 2323-SS-16A -
(Non-Category I) or as noted on applicable structural drawings. |
3.0 SPECIAL ITEMS AND OPERATIONS
]I 3.1 AIR TOOLSi
3.1.1 All pneumatic hand tools shall be disconnected from the power*
i 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| automatic cut-off couplers are used..
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PROCEDURE EFFECTIVEBROWN & ROOT, INC. !WMBER REVISION DATE PAGE
! O CPSES
JOB 35-1195CCP-22 2 1/21/82 3 of 10
3.2 PLUMBING UP
j 3.2.1 . Guy lines shall be placed so that welders and bolters can getat the connection points.
| 3.2.2 Guy lines shall not be removed without first getting permissionj from the B&R Rigging Superintendent.
3.3 CONNECTING
3.3.1 When connectors are working in pairs, one end of the pieceshould be boltad with not less than two bolts (one bolt maybe used but placed in the top hole and pulled tight) beforeone of the connectors goes out to connect the other end.
3.3.2 Whenever possible, an employee should straddle the beam insteadof walking along the top.
.I 3.3.3 Wheri setting columns, before lifting falls are unhitched, either
O the nuts on the anchor boits shaii be drawn down tight or.l| temporary guys attached. '
3.3.4 A piece shall never be cut loose (load lines disconnected) untilthe required minimum number of bolts have been installed. Pinsor wrenches in a hole shall not be relied on.
3.4 MATERIAL STORAGE REQUIREMENTS
3.4.1 Structural material, either plain or fabricated, shall be storedj on the site above the ground upon platforms or skids.I
! 3.4.2 All material shall be kept free from dirt, grease, and otherj foreign matter.
! 3.4.3 Material subject to extended exposure (over one year) shall bei protected from corrosion by covering the material with weather-: proof tarps or plastic sheets as directed by the B&R Rigging! Superintendent or Project Civil Engineer.;
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PROCEDURE EFFECTIVEBROWN & ROOT, INC. NUMBER REVISION DATE PAGE
'"555O'
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J08 35-1195CCP-22 2 1/21/82 4 of 10
1
4.0 - ERECTION PROCEDURE
4.1 GENERAL REQUIREMENTS'
4.1.1 All rigging shall be in accordance with Construction Procedure35-1195-CCP-24.
i
i 4.1.2 All structural steel framing shall have its structural integrityj protected promptly upon erection by adequate bracing to resistt horizontal forces, as directed by the B&R Rigging Superintendent
or Project Civil Engineer. |
4.1.3 No load-bearing structural member shall be weakened by cutting,drilling, or any other means without approval of the designengineer, or as shown on the approved shop drawings.
I 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 guida the member during
|@ erection and dismounting.
i 4.1.6 Lugs, gussets, and connecting angles shall be examined before'
sending up the members to see that connections are not bentor twisted. -
4.1.7 Fitting-up bolts, drift pins, peaking, shiming and wedgingshall not be used or executed to bring improperly fabricatedmembers and parts into place.
g' 4.1.8 All improperly fabricated members shall be brought to the{ attention of the Project Civil Engineer in writing by the
|BAR Rigging Superintendent or his representative.
4.1.9 Drift pins shall not be driven with such force as to injure|
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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PROCEDURE EFFECTIVE
h BROWN & ROOT, INC. IGJMBER REVISION DATE PAGE
NO c'5"
JOB 35-1195CCP-22 2 1/21/82 5 of 10
4.2 - BOLTED CONNECTIONS.
'|-'
4.2.1 All field connections shall be made with high strength steelbolts, nuts, and washers (bearing type connections with threads
| excluded from the shear planes) unless otherwise noted on theengineering drawings.'
4.2.2 Bolt heads and nuts shall rest squarely against the metal or'
washer.
4.2.3 Where bolts are used on leveled surfaces having slopes greaterthen 1-in-20 with a plane nomal to the bolt axis, beveled |washers shall be provided to give full bearing to the head ornut.
4.2.4 Threaded bolts shall be tightened with properly calibratedwrenches or by turn-of-nut method.
4.2.5 When " Turn-of-nut" method is used for bolt tightening, the impactwrench or other pneumatic device does not require calibration.
'' However, the device shall be of adequate capacity and sufficientlyi supplied with air to perform the required tightening of each
bolt in approximately ten seconds. When this method is used, thefollowing steps will be followed:'
.
t;I 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).
2. All the nuts shall then be match-marked using an approved,
t industrial marker, i.e., Nissen; which has certifiedcontents.y
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,;
i 5. There shall be no rotation during tightening of the part,
not turned by the wrench.j6. The end of all bolts shall be marked with the industrial'
marker when required nut rotation has been attained.i
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PROCEDURE EFFECTIVEBROWN & ROOT, INC. NUMBER REVISION DATE PAGE
O CPSES'
JOB 35-1195CCP-22 2 1/21/82 6 of 10
4.2 When using the " Calibrated Wrench" method for tighteningbolts, the following steps will be followed:
1. Impact wrench shall be calibrated prior to use eachmorning 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
',s hose length changed by more than 200 feet or a significantu difference is noted in the condition of the bolts, nuts,
j or washers.
b 3. By use of Bolt-Tension Calibrator adjust impact wrenchuntil 3 consecuuve bolts are rightened to required...
d tension; (See Attachment 2 for required tension).'
4. Use new bolt and nut each time the calibrator is used.1.e. , 3 bolts tightened require 3 new bolts and nuts;1
l if a washer is to be used in the structure,'then a
j h washer shall also be used when calibrating the impactwrench.s *
t'5. When several bolts are installed in a single joint, the
.? impact wrench shall be returned to " touch-up" boltsA previously tightened to assure that any bolts which may1 have been loosened by the tightening of subsequent boltsp are tightened to the prescribed amount.:,
4.3 FIELD WELDED CONNECTIONS_
f 4.3.1 No welded connections shall be made unless they are shown onthe approved shop drawings or approved on a case by case basisby the Project Civil Engineer.
|| 4.3.2 Brown & Root shall supply to Gibbs & Hill, certification of( c welders to be used on erection of structural steel.
{ 4.3.3 All welded construction shall confom to AISC specificationfor Design, Fabrication, and Erection of Structural Steel forBuildings and AWS 01.1.
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PROCEDURE EFFECTIVEBROWN & ROOT, INC. lWMBER REVISION DATE PAGE
O CPSES-
JOB 35-1195
CCP-22 2 1/21/82 7 of 10
4.4 BASE PLATES
4.4.1 Base plates and bearing plates shall be grouted in conformancewith G&H specification 2323-5S-9, " Concrete".
4.4.2 Base plates shall be grouted only after structural steel iserected and placed with all anchor bolts tightened as releasedby the B&R Rigging Superintendent.
4.4.3 The grouting of base plates shall be in accordance with Constructionprocedure 35-1195-CCP-16.
- 4.5 TOLERANCES
4.5.1 In generai, all steel shall be plumb and level within the toleranceof 1:500. I
. ..
4.6 ATTACHMENTS TO BUILDING STRUCTURE
4.6.1 Hilti Kwik Bolts.
.. -__
Hilti Kwik bolts shall be installed in accordance with CivilEngineering Instruction CEI-20. " Field Installation of HiltiBolts".
.
4.6.2 Richmond Inserts
~ASTM A325, A490, or A449 bolts (suitable washers optional) shallbe used for Richmond Insert bolt connections. Thread engage-ment into the Richond Insert shall be at least 2 X bolt diameterplus 1/8 inch. Bolts shall be installed snug tight.
4.6.3 Embedded Anchor Bolts
i Nuts on embedded anchor bolts shall be installed snug tight,
4.6.4 Welding to Embedded Plate
Attachent to embedded strip plate or large steel plates shallbe in accordance with Construction procedure CCP-45. Attachentto miscellaneous embedded steel plate shall be in accordance
j with detail drawings and applicable welding procedures.!,
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PROCEDURE EFFECTIVEBROWN a. ROOT, INC. IU8BER REVISION DATE PAGE,
j Q .CPSES
JOB 35-1195CCP-22 2 1/21/8 2 8 of 10
5.0 SUPPORTING INFORMATION
5.1 REFERENCES
t
1. ANSI 45.2.5 - 1974 Supplementary Quality Assurance* '
: Requirements for Installation. Inspection, andTesting of Structural Steel During the ConstructionPhase of Nuclear Power Plants
2. Gibbs and Hill Specification 2323-SS-16A, "Non-Category I Structural Steel" and 2323-55-168," Category I Structural Steel".
3. Construction Procedure 35-1195-CCP-24. " Rigging".
4. AISC Manual of Steel Construction - Seventh Edition
5. AWS 01.1
h 6. GAH Specification 2323-SS-9, "Concreta"
7. B&R Welding Enginee' ring Department Procedure _WES_-029. |'
5.2 ATTACHMENTS*
1. Nut Rotation from Snug Tight Condition
2. Minimum Fastener Tension
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PROCEDURE DTECTIVEBROWN & ROOT, INC. IUSER REVISION DATE PAGEf O CesEs->
IJ08 35-1195 9 of 10
CCP-22 2 1/21/82
ts
ATTACIMENT 1
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MJT ROTATIONa FROM SNUG TIGHT CONDITION
Disposition of Outer Faces of Bolted Parts
1 Both faces normal to bolt axis, or one face Both faces sloped not more.! normal to axis and other face sloped not more than 1:20 from nomal to bolt
than 1:20 (bevel washer not used) axis (bevel washers not used)'
.
.
bQ- Bolt lengthb not exceeding Bolt length exceeding
8 diameters or 8 diameters or- For all length of bolts8 inches 8 inches
1/2 turn 2/3 turn 3/4 tuen
a. Nut rotation is rotation relative to bolt regardless of the element (nut orbolt) being turned. Tolerance on rotation: 300 over or under.For coarse thread heavy hex structural bolts of all sizes and length andheavy hex semi-finished nuts,
b. Bolt length is measured from underside of head to extrane end of point.
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PROCEDURE EFFECTIVEBROWN & ROOT, INC. IllMBER REVISION DATE PAGE
O CPSES
JOB 35-1195,
-.CCP-22 2 1/ 21/82 10 of 10-
ATTACHMENT 2
,I MINIMUM FASTENER TENSION
I
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A325 A490'
Bolt Size Required 107% Required 107%,
.
1/2 12,000 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
7/8 39,000 41,730 49,000 52,430i . ,
| 1 51,000 54,570 64,000 68,480
1 1/8 56.000 59,920 80,000 85,600
l1 1/4 71,000 75.970 102,000 109,140
,
1 3/8 85,000 90,950 121,000 129,470
.
1 1/2 103,000 110,210 148,000 158,360
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USE THESE FIGURES'
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COM/*'CHE PEAK STEAM ELECTRIC STATI _ , _ . _ _ .
iEhAT. UTILITits "4 .'.yedvTiNG CO. 4CONFORMANCE f1EPORT (NCR) V\ 82-00112 .
-. .
41
It ' UNIT ST RUCTURE/SYcT EM ITEM / COMPONENT TAG /tD NUMBER LOCATION OR ELEVATION RiR NOI 465-C 465-C 822' RB #1
,
i 1 RB #1/RC System Pipe,* Whip Rest, 415A )resurized Relief Tank Room N/A
3dONCONFORMING CONDITION
Travler C091-116 55n0. Ref. drawing: 51-597 & 98, 82105-415, 457, 477, Dwg. 458, R.3,;g CMC 61771, DCA 12,205.
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8 1. Existing restraint and new attachment not on equal plane.'
I m 2. Unequal mismatch in joint fitup.'$. 3. Twist & contour in backing strip.' 4. Excessive pp in fitup 1/4" to 1/2". .
@ 5. Wrong Rev of drawing in package, Rev. 2, Rev. 4 issue/
hi ''See attached drawing.
0 [?-0!3.2.101-0P-11.14-3 , ngy gREFERENCE DOCUMENT. pan,_
REPORTED BY: O' ' V DATE:*
|; Charles Atchison 2 8 E2/
h ' ] OE REVIEW / APPROVAL: DATE:
|: +w ~O)/$r 2 /Ls Azp C AQTION ADDRESSEE /
~
DEPARTMENT~
J. T. MPeritt/Kissinger EnaineerinaDISPOSITION:
REWORK XW REPAIR USE AS IS XXX SCRAP
The proper revision of the drawing will be''added to the package. The twist andd contour in the backing strip is acceptable to use as is. Weld the beam together8 per DCA 12,265, Rev. 1.E
'. o Remove the backing strap after welding the first side, grind to clean metal and *j @ weld second side. Provide a smooth transition of 21/2 - 1 by adding additional; z weld metal when the high-low condition exists on the flange of the beam.
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} ENG. REVIEW / APP AL DATE-
Y~$ 7-
/-
,
I OE REVIEW APPROVAL: ) DATE:,
's _ dd" W k./ /
I DI6 POSITION VERIFICATION & CLOSURE: DATE:.
I / /
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F01A-85-59 m oCOMMENTS:
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HAH.TUCCOFIGURE 1. Page 1 of 2
'
COMANCHE PEAK STEM ELECTRIC STATION
( DESIGN CHANGE AUTHORIZATION
(WILL) QW3tXXW BE INCORPORATED IN DESIGN DOCUMENTS DCA NO.12.265 Rev.1
1. SAFETY RELATED DOCUMENT: XX YES NO
2. ORIGINATOR: CPPE' xx ORIGINAL DESIGNER
3. DESCRIPTION:1
j A. APPLICABLE EEECf 0WG/IIGEENI 2323-51-0598 REV. 2
B. OETAILS THIS REVISION VOIDS AND SUPERSEDES DCA-12,265 REV. O.
[ There is miss alignment of the beam shown on detail B at the beam k
solice due to distortion during fabrication. The Dart of the beam on the restraint
and the attachina beam are not on the same olane. This is acceotable providino''
the attachine beam is level and on location. The miss match caused by the twist
in the flanges and difference in depth is acceptable and weld as shown on the
attached and weld as shown on the attached sketch. The tolerances for the root;
( scacina of the 45' sincie bevel full oenetration weld shown on the sketch is +1/4".
-1 /16 "
m) nrm: m )\"
4. SUPPORTING DOCUMENTATION:
5. APDROVAL SIGNATURES: WHC/sgf 2-26-82
A. ORIGINATOR: dN) h bmrd DATE 2.-26-87
8[&fdvi DATE 2- @ F3 7 -B. DESIGN REPRESENTATIVE:
6. VENDOR TRANSMITTAL REQUIRED: YES NO XX
i 7. STANDARD DISTRIBUTION: OCA FORM 11-80
ARMS (Original) (I) JOB NO. 35-1195Quality Engineering (1) E C E I V E !%,
TS for Orig Design. j |Westinghouse-Site [[g ggjgeg ) j,
b\ ECEIVEd'
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Startun treerk Authori: ation Pa;;c 15 of 15* *
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Systen Test Engineer: [. o Mf'..ef Authorization No.: / 4 ,7 /e
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'PERMANENT EQUIPMENT TRANSFER FORM PET s 176
NAME OF ITEM: Housino hide par.E 1 of 1
1. REPLACED ITEM: 2. TRANSFERRED ITEM:.
TAG NO. TBI CCn!RI-01 TAG NO. TCX-RCRIRI-01
7:re 6 NO. 11. Owo. 1219E49. Sht.lf.2,R3 6 N0. 11. Owo. 1219E49. Sht.164. 4
SERIAL / M 40. "m M 7 SERIALm Un17A66 !'.;E. 04
EBB /P.O. NO. CP-0001 " WEE /P.O.NO. CP-0001
3. REASON FOR SUBSTITUT!CN: The craft installed Housing Guide (5/N-M4768571 on
ocaetention 74 and according to W Orawing 1219E49 Sht. I this guide should be installed
en peaetratica 75.
4. INITIATED BY: M // A DATE: 2/2/82Dave Fuller
SAFETY RELATED TRANSFilt: YES XX NO (NNS),
5. DISP 05! TION OF REPLACED ITEM (1): Leave the reolaced housino cuide on Penetration 74
.
6. REPLACEMENT OF TRANSFERRED ITEM (2) (If none, explain.): _
FDR-TBIM-10137
7. MEANS OF PET ICENTIFICATION: Det d 176. 5/N M476B57,' S/N U017A66 $UB 04*
8. TECHNICAL CONSIDERATIONS: ME82-2203-5500
9. APPROVED BY: bS w OATE: #[f/3'Tyscipp)r Project Engineer) '
10. RESPONSIBLE AGENT FOR COMPLETION OF WORK: M111 wrights
DISTRIBUTION: Construction (Original)Procurement Management Groupsite QA (0) / BOP (NNS) /TUGC0 start-um
y Gibbs & Hill (New York)
, 11. VERIFICATION: OC (For Safety Related) or CPPE (For NNS): 2 *.f[-/O&
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OA RECORD Quality Assurance Department NCR NO. M-3182Nonconfomance Report (NCR)
CPSES-35-1195 PAGE OF
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DRA' JING / IDENTIFICATION TAG /ID NUMBER LOCATION OR ELEVATI,0N RIR NO.I- ..._.
W Dvg. 1219E49 R3 Sh. 1 TBX-RCRIRI-01 R3. #1 87'3' y/A
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NONCONFORMING CONDITIONTREND
DOC" MENT VIOLATED: W Dwg. 1219E49sh.1REV. 3 PARA. N/A CATEGORY M-1,
Closure head general assenbly
Condition found:
The housing guide (item 11 - S/N M476B57) which is to be located at pen--
. etration 75 is located on penetration 74.!.
| Hold tag applied
i ADATc- TIME:reg'/ APP 04LREPORTED BY: DATE:: g; h thd k2- 5"tPF}*
y ,;___, , _ Dave Fuller 1/27/82ACTION ADDRESSEE CAR N0': ASME CODE'" ITEM:~ - -.
XX Yes NoC. Mochiman/ Westinghouse
. DISPOSITION:REWORK REPAIR yX USE AS IS_,3;L._ SCRAP RETURN TO VENDOR'
I
The housing guide located at penetration 74 shall remain as is with nodetrinental affect on the integrity of the head. A new housing guide*
| shall be installed at penetration 75 per traveler ME-82-2203-5500*
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