Text

Rev 11 to Work Plan Procedure/Qc Instruction 107, Structural Steel & Miscellaneous Steel Installation
	ML20127C195
Person / Time
Site:	San Onofre
Issue date:	01/08/1976
From:	; SOUTHERN CALIFORNIA EDISON CO.
To:	;
Shared Package
ML20127A193	List: ML20127B673; ML20127B702; ML20127B728; ML20127B955; ML20127B979; ML20127C116; ML20127C195; ML20127C531; ML20127C659;
References
	FOIA-84-885 WPP-QCI-107, NUDOCS 8506220166
	Download: ML20127C195 (42)
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JOB NO.10079 STRUCTURAL STEEL AND MISCELLANEOUS STEEL INSTALLATION 5.

6.

CH ANGE REQUESTED BY: O uA O OC 0 FE INITI ATED BY: R. E. Herold To provide inspection instructions for modifications REASON FOR CHANGE:

and/or installations where possible interferences to sprinkler spray patterns can occur. (Reference CAR F-1444).

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8. DESCRIPTION OF CH ANGE:

1)

Add new paragraph 5.9 to read as follows:

5.9 The CFE for all Quality Classes and the QCE for Quality Classes I and II shall inspect and verify that new construction / modification installations do

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not interfere with any fire protection sprinkler spray pattern as defined in Table I of CS-MS.

This inspection will be documented with the notation "No Sprinkler Interference", signed / stamped and dated in the block marked

" CONFIGURATION-0THER" of the STRUCTURAL STEEL CIDR.

8506220166 850213 PDR FDIA BELL 84-855 PDR

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TITLE: STRUCTURAL STEEL AND MISCELLANEOUS 1

7 STEEL INSTALLATION issuEo: 1/8/76 REvisto:8/13/81 WORK PLAN PROCEDURES / QUALITY CONTROL INSTRUCTIONS FroAEs P

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1.0 INTRODUCTION

This procedure is a work plan and inspection instruction which, in conjunction with Appendix I, establishes the requirements for Quality Class I, II, III and IV Structural Steel erection / installation, field fabrication, and miscellaneous metal work installation, for the purpose of assuring compliance with all applicable drawings, procedures, Construction Specifications and applicable Field Change Requests.

2.0 ABBREVIATIONS AISC American Institute of Steel Construction APP Appendix ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWS American Welding Society CDM Corporate Documentation Management

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CFE Construction Field Engineer CIDR Construction Inspection Data Report CONST Construction CS Construction Specification DWG Drawing ELEV Elevation ENG Engineer ENGR Engineer FCR Field Change Request NCR Nonconformance Report NO Number PCN Procedure Change Notice PFE Project Field Engineer PFQAES Project Field Quality Assurance Engineering Supervisor PQCM Project Quality Control Manager Q

Quality QA Quality Assurance QC Quality Control QCE Quality Control Engineer REV Revision SSRF Structural Steel Removal Form STRUC Structural TS Tension Set WPP Work Plan Procedure WPP/QCI Work Plan Procedure / Quality Contre,1 Instruction pr.e fis (s ee rti t 79 i

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107 A PP-arv-11 TITLE: STRUCTURAL STEEL AND MISCELLANEOUS PAGC 2

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STEEL INSTALLATION

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3.0 REFERENCES

CS-C5, Structural Steel Erection CS-C16, Visual Inspection Criteria for Structural Steel and Miscellaneous Metal Welding WPP/QCI-001, Organization and Responsibilities WPP/QCI-002, Establishment and Control of Field Generated Procedures WPP/QCI-002 APP. I, Procedure Change Notice WPP/QCI-003, Control of Quality Records WPP-003 APP. IV, Control of Quality Class III and IV Records WPP/QCI-006, Field Control of Nonconforming Items WPP/QCI-007, Control of REWORK and REPAIR Dispositions on Nonconformance Reports.

l WPP/QCI-008, Material Receiving, Pre-installation Storage and Handling.

WPP/QCI-200, Control of Welding Filler Material.

WPP/QCI-201, Welding Control for ASME Section III Welding.

WPP/QCI-202, Welding Control for AWS D1.1 Welding WPP/QCI-204, Non-Destructive Examination Subcontractor Coordination.

AISC, Specification for Structural Joints Using ASTM A325 or A490 Bolts.

4.0 CENERAL I

4.1 The applicable Discipline CFE shall be responsible for ensuring that the Design Chcnges are incorporated into the work and for notifying the QCE that work is l

completed. The applicable QCE shall be responsible for ensuring that the work I

associated with Quality Class I and II Design Changes is inspected.

4.2 Material shall be received and stored in accordance with WPP/QCI-008.

4.3 Material and procedures shall conform with all applicable requirements of the standards, specifications, revisions, addendums as listed in 3.0 of CS-CS, and applicable FCR's.

4.4 Control of Weld Filler Material shall conform to WPP/QCI-200.

4.5 Welding shall conform to WPP/QCI-201 and WPP/QCI-202. Non-Destructive Examina-tion shall be in accordance with WPP/QCI-204. Acceptance criteria is delineated in CS-C16.

4.6 All Structural Steel installations shall be within the limits specified in AISC Specifications, inspection standards, approved engineering drawings, and applicable PCR's.

4.7 REWORK and REPAIR shall be inspected as required by WPP/QCI-007.

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.-s TITLE: STRUCTURAL STEEL AND MISCELLANEOUS PAGE 3

CP 7

STEEL INSTALLATION 4.9 Field fabrication of metal work shall conform to approved drawings and specifications.

4.10 Erection shall be by bolting, welding or by a combination of these methods in conformance with the applicable provisions of approved engineering drawings and those specifications and standarda listed in Section 3.0.

4.10.1 Parts shall be accurately assembled and erected in accordance with the approved engineering and erection drawings and applicable FCR's.

In bolted t

connections, the bolt type, and the method for tensioning the bolts shall be complied with according to the specification, as to the type of connection to be made.

4.10.2 High Strength Connections (bolted or welded) shall be inspected upon comple-tion of the connection.

4.10.3 In assembling and during welding, the component parts of the members shall be held in place by sufficient clamps or other adequata means to keep all parts in proper position. Methods and equipment shall comply vs:h Section 6.0 of CS-C5 and follow good engineering practice.

4.11 A flow chart to illustrate this procedure is supplied as Attachment 1.

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5.0 PROCEDURE 5.1 Progress of structural steel erection shall be maintained on approved drawings.

Final inspection of erection and field fabrication shall be recorded on the CONSTRUCTION INSPECTION DATA REPORT STRUCTURAL STEEL, FORM PF-1161 (EXHIBIT WPP/QCI-107-1) herein called the STRUCTURAL STEEL CIDR.

5.2 The CFE shall initiate the STRUCTURAL STEEL CIDR for structural steel and miscellaneous steel erection and field fabrication. As items are completed and accepted, the applicable QCE shall " Stamp Off" the applicable part of the STRUCTURAL STEEL CIDR for Quality Class I and II items. The SUPPLEMENTAL DATA REPORT MIS-CELLANEOUS STEEL (EIHIBIT WPP/QCI-107-2) may be used to supple =ent the basic STRUCTURAL STEEL CIDR and shall be attached to the STRUCTURAL STEEL CIDR when applicable.

5.3 CFE shall make the following progressive verifications:

5.3.1 Verify that proper connections have been used in the locations specified on the applicable approved drawings and in accordance with specification and applicable FCR's.

5.3.1.1 Caution the craftsmen when bolting up structural steel connections that care is to be taken to provide sufficient thread for nut tightening to keep the nut from jamming into the thread run-out.

If thread run-out is suspected, the use of wa,shers is permitted per CS-C5 and AISC Specifications.

5.3.2 Check general lineup of connections to guard against unspecified strain on bolts being installed or unauthorized reaming or flame cutting of holes to establish, N-'

fit.

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STEEL INSTALLATION 5.3.3 Verify per CS-C5 and AISC, that work crews are using a proper connection method.

5.3.4 Check bolt tightening methods to confirm proper loading under job conditions according to instructions listed in CS-C5, 5.2 and in the AISC Manual of Steel Construction, Specification for Structural Joints.

5.3.5 Make visual checks for proper gap, per specification, on load indicator washers when used.

5.3.6 Visually check cold form connections to ensure they are properly installed.

5.3.7 Document record of progressive verification on approved drawings, punch.

lists, in-progress CIDR's Daily Inspection Reports, and/or Material Receiving Reports.

5.3.8 Perform visual inspections on all T.S. fasteners to ensure that the stems have been sheared off.

(100% verification / inspection is required).

5.4 CFE shall make a final verification by floor elevation:

k 5.4.1 Verify that the alignment and plumbness of members are in accordance with r

AISC Specifications.

5.4.2 Document record of progressive verification in accordance with 5.3.7 and document final verification on the STRUCTURAL STEEL CIDR.

5.4.3 Verify that grades and elevations have been provided by the Survey Croup.

5.4.4 Verify fit up, match of members, freedom from distortion or open joints.

5.5 CFE shall make a progressive review (every four months) to assure that any modifications and/or rework, incorporated by later revisions to approved drawings have been documented on a STRUCTURAL STEEL CIDR.

5.5.1 The CFE shall initiate the STRUCTURAL STEEL REMOVAL FORM, FORM PF-2335 (EXHIBIT WPP/QCI-107-4) herein called the SSRF, prior to removal of any structural steel member, that has been previously accepted as being installed, or whenever a member, or members connection, will be loosened or tampered with in any manner.

5.5.2 When the connection or connections are reworked, the CFE and QCE shall com-plete the SSRF for Quality Class I and II.

Upon completion, QC shall submit the SSRF to QA for review.

5.5.3 For Quality Class III and IV the applicable items shall be completed by the CFE. The completed SSRF shall be controlled in accordance with WPP-003 APP. IV.

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STEEL INSTALLATION 5.6 5.6.1 Be familiar with structural erection practices, special instructions given in the Project Specifications and the approved Design Drawings.

5.6.2 Review the Design Documents for interface problems affecting the erection or fabrication and coordinate resolution with associated CTE's and QCE's.

5.6.3 Verify that grades and elevations have been verified by the Survey Group.

5.6.4 Check condition of Anchor Bolts and Base Plates.

5.6.4.1 Record post installation inspection acceptance of embeds on the STRUCTURAL STEEL CIDR.

g match of members, freedom from distortion or open joints.

5.6.6 Be responsible for performing acceptance inspection of Quality Class I and II fabrication and Welding operations.

l 5.6.7 Verify that bolted connections are made and properly torqued.

5.6.8 Verify that all workmanship shall be of good quality, and all cutting, drilling and welding shall be neatly done with burrs and sharp edges removed.

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5.6.9 verify materials and procedures conform to applicable requirements of standards and specifications.

5.6.10 Verify fabrication conforms to approved drawings and specifications.

5.6.11 Record final inspection on the STRUCTURAL STEEL CIDR.

5.6.12 Make periodic reviews of all applicable approved drawings to assure proper documentation, of modifications and/or rework incorporated by later revisions, on a STRUCTURAL STEEL CIDR.

5.7 5.7.1 Assure that correct bolts (grade, length, size) have been used in the loca-tions specified on the approved drawings.

5.7.1.2 Inspect for excessive bolt projection, beyond the nut, per table 5 of the AISC Specification for Structural Joints using ASIM A325 or A490 Bolts. If any bok. (or bolts) protrude beyond the nut further than Table 5 requi:cments, the bolt is to be removed and inspected for thread run-out.

If thread run-out has

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occurred, that connection is to be rejected and reworked then submitted to QC for

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STEEL INSTALLATION 4

i 5.7.2 Assure that the proper nut is compatible with the bolt being installed.

5.7.2.1 Periodic inspection shall be made during installation of nuts to assure the l

grade identity markings are visible after installation.

l' 5.7.3 Check general lineup of connections to guard against unspecified strain of bolts being installed or unauthorized reaming or flame cutting of holes to establish l

fit.

5.7.4 Check bolt tightening methods to confirm proper loading under job conditions according to instructions listed in CS-C5 5.2 and the AISC Manual of Steel Construction, Specifications for Structural Joints.

5.7.4.1 Inspections of high strength bolted connections shall be by the calibrated torque wrench method in accordance with 6 (c) of the AISC Specification, Structural Joints Using ASTM A325 or A490 Bolts, except as allowed in accordance with 5.7.4.2 i

below.

5.7.4.1.1 Calibrate torque wrench in accordance with 5 (d) of above AISC specification. Calibrations shall be documented on the BOLT TENSION CIDR (see

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5.8.1).

This CIDR shall be forwarded to QA for review as the forms are completely i

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filled out.

3 5.7.4.2 When the calibrated torque wrench inspection method is not used, inspections shall be by the " Turn-Of-Nut" method in accordance with the above AISC Specification, or as the QCE and CFE directs as a suitable method for assuring the required nut rotations are being accomplished, bec not to a lesser requirement than that specified by the AISC Specifications. 100% verification is requirgd for all high strength fasteners installed in connections to be accepted by this method.

5.7.5 Record final inspection on the STRUCTURAL STEEL CIDR. Initiate NCR (if applicable).

5.8 All T.S. festeners installed in Quality Class I and II material shall be inspected La accordance with CS-C5.

5.8.1 Physical testing of T.S. Fasteners shall be done by QC upcn receipt of material from the vendor. Results of Physical Testing shall be documented on a CONSTRUCTION INSPECTION DATA REPORT BOLT TENSION CALIBRATION LOG, (EXHIBIT WPP/QCI-107-3) herein called the BOLT TENSION CIDR. This CIDR shall be forwarded to QA for review.

T.S. Fasteners that are below the required tensile test shall be documented on an NCR.

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.5.8.2 100% visual inspection of T.S. Fasteners shall be made af ter installation. In addition to visual inspection, T.S. Fasteners shall be inspected with a torque 4

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wrench, in accordance with CS-C5. Progressive verification shall be documented on

(,l approved drawings. Final verification shall be documented on the STRUCTURAL STEEL

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STEEL INSTALLATION 6.0 DOCUMENTATION 6.1 Documentation for Quality Class I and II activity shall be forwarded to QA for review. Af ter QA review, originals will be transmitted by QA to EDMC.

6.2 Documentation for Quality Class III and IV activity will be processed in accordance with WPP-003, APP. IV and will be retained in the Field Engineering Files until complete. Upon completion, the records shall be transmitted by the department clerk to CDM for storage.

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Support Stress Not Problec Use As Is Modify New Required MS-1.
SI-06-0085-E-303 51-06-0085-H-302 361 2.
-304 SI-06-0071-H-502 3.
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SI-06-0071-E-503 SI-06-0086-E-310 (New Design) 5.
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SI-06-0086-E-505 SI-06-0071-E-306 (New Design) 8.
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following:
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"S1* tag is to be voided, were installed
ports, prior to the b) Partially current outage built supports which began which are to be February, 1982.
completed, b) Construction c) Supports complete on "S1*
issued void supports.
which must be c) Supports removed.
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See Following Page for Note to Construction 62-6,1 DCP#
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ML20127C195

Contents

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1.0 INTRODUCTION

3.0 REFERENCES

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ML20127C195

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1.0 INTRODUCTION

3.0 REFERENCES

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