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m. /V i. RECElVED NOV 2 01986 J P P.2.DALINO TEXAS UTILITIES GENERATING COMPANY NUCLEAR ENGINEERING COMANCHE PEAK STEAM ELECTRIC STATION UNIT 2 FIELD VERIFICATION METHOD UNIT 2 CABLE TRAY HANGER AS-BUILTING AND DESIGN ADECUACY VERIFICATION PROGRAM TNE-FW.-CS-0 0 3
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- This Precedure supercedes previcus revision nu:.hered TNE-A3-CS-3, Rev. O Formerly Titled: CAELE TRAY HANGER AS-DESIGNED AND AS-BUILT DRAWING D.". GLOP..ENT
(\] Major Rewrite No Revisica Bars DO S U ' A
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TUGCO NUCLEAR ENGINEERING
/N TNE-TVM-CS-003, REV. 1 OCTOBER 18, 1986 PAGE i FIEF.D VERIFICATICN METHOD UNIT 2 CABLE TRAY EANGER AS-BUILTING AND DESIGN ADEQUACY VERIFICATION PROGRAM TABLE OF CONTENTS
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SECTION PAGE h.
1.0 REFERENCES
1 2.0 GENERAL 2 2.1 PURPOSE AND SCOPE 2 2.2 RESPONSIBILITIES 2 2.3 ABBREVIATIONS AND ACRONYMS 3 2.4 DEFINITIONS 4 2.5 DOCUMENTS 6 2.6 INTERFACE CONTROLS 7 3.0 DEVELOPMENT OF "AS-DESIGNED" DRAWINGS 7 . P . 3.1 EBASCO NEW YORK PROCESSING OF "WALKDOWN" DRAWING 8 3.2 REVIEW OF "WALKDOWN" DRAWINGS 9 3.3 DOCUMENTS USED FOR WALKDONN 9 3.4 SITE USE OF WALKDOWN DRAWING 9 3.5 AS-EUILT WELDS 10 4.0 SPREADROOM CABLE TRAY EANGERS 13 S.0 DRAWING AND CADDING CF SPREA*: ROOM CTH DRAWINGS l$ (TEI WALKDOWN DRAWING *, . . 6.0 GENERATION OF AS-BUILT DRAWINGS 14
*'7.0 SAG VERIFICATION AND APPROVAL 14 '
8.0 QC INSPECTION INTERFACE 14 9.0 REVIEW OF FIELD ENGINEERING DRAWING 15 t THERE ARE M PAGES OF TEXT IN THIS PROCEDURE THERE ARE H PAGES OF ATTACHMENTS, FIGURES AND TABLES- -
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TUGCO NUCLEAR ENGINEERING TNE-FW.-CS-003, REV. 1 OCTOBER 18, 1986 PAGE 11 TABLE OF CON *ENTS (Continued) SECTION PAGE NO 10.0 VOIDING OF FSE-159 DRAWINGS 15 11.0 NEW DESIGN / MODIFIED, CONSTRUCTABILITY REVIEW AND INSTALLATION REQUIREMENTS FOR CTE 15 12.0 DOCUMENT TRANSMITTAL 16 13.0 BOLT BOLE VERIFICATION 16
. ATTACHMENT 1 BOLT EOLE VERIFICATION CRITERIA 17-35 (Attachment 1 Contains M Pages)
FIGURE 1 Flow Chart (1 Page) 36 TABLE 1 Minimum Clearances To Embed Platt (6 Pages) 37-42 J.. TABLE 2 Minimum Bolt Clearances (1 Page) 43 TABLE 3 Minimum Spacing Between.'Hilti Expansion Bolts 44 (1 Page) . d 4 m
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4 TUGCO NOCLEAR INGINIIRING TNE-FW.-CS-003, REV. 1 v
] CCTCEEE 18, 1986 PAGE 1 1
l 1.0 RETERENCES l l l-A 2323-E2-0500,0600,0700 Map Drawings ! Series Drawings i 1-3 TNE-AD-1 Drg=a4-=+4on 1-C O!E-DC-24 'As-3nilt" Tac.kage Preparation . 1-D ECP-10A Cable Tray and Zanger Ins'allation Unit 2 1-E CE!-020 Field Installation of Eilti Bolts 1-F SAG-CP3 Design Criteria for Seis=ic Categer-fI Cable Tray Eangers 1-G 02-CP-11.10-2A Inspection of C=it II Cable Tray Supper s (m Q 1-E E-7 E3ASCO Procedure Review and Approval of Drawings .
,'l-J E-76 .
E3ASCO Procedure for Design verificatien of Nuclear Power Plants 1-K E-30 IIASCC Precedure.
. Pre aratien of Calculatiens 1-L TNE-TVM-CS-019 Se'ected Cable Tray o, A::ributes Unit 2 1-M CP-E -4.0-71 Cable Tray Eanger As-Ecilt Ec* t Ecle Verificatien Unit 2 (Eisterical)
I j 1-N CP-E!-4.0-63 Cable Tray Eanger l As-Euilt Drawing Detelcpment Uni: 2 (Eisterical) l t e
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4 TUGCO NUCLEAR ENGINEERING TNE-TVM-CS-003, REV. 1 [U. ). OCTOBER 18, 1986 PAGE 2 1-0 CP-EI-4.5-23 . Unit 2 Cable Tray
. Hanger Engineering Walkdown (Historical) 1-P TNE-DC-21 Preparation and Review of Field Design Changes
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1-C TNE-TD-EB-004 Cable Tray Eanger Walkdown Unit 2 2.0 GENERAL 2.1 PURPOSE AND SCOPE 2.1.1 Purpose This procedure outlines the responsibilities and tasks. for the development of engineering drawings for cable tray hangers designated as Unit 2. Historical references and definitions are provided in the text of this procedure. Also addressed in this procedure is the issuance of new
/" design, modified and re-designed cable tray hanger drawings
~( , for field installation. (Figure 1) 2.1.2 Scope The scope of this procedure shall apply to Unit 2 designated cable tray hangers in all category I buildings. CTE's attaching to the main spreadroom framework are included in the secpe of this procedure. Ncte: The main structural spreadrocm framework is not included in the secpe of this procedure. 2.2 RESPONSIBILIT!ES A. TUGCO has delegated overall program responsibility to the EEASCO Encineerine Manacer. The E3ASCO Engineering Manager has delegated the implementation of the program described by this precedure tc the ESASCO Unit 2 Supervising Engineer. Where specific individuals are designated by title in this procedure, it shall be understood that they may delegate a designee to act in that capacity. G 9
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TUGCO NUCLEAR ENGINEERING TNE-FvM-CS-003, REV. 1 l OCTOBER 18, 1986
, PAGE 3 2.3 ABBREVIATIONS AND ACRONYMS l AFC -
Approved for Construction B - Bevel Washer BTWN - Between CAD - Computer Aided Drafting CMC - Component Modification Card CPSES - Comanche Peak Steam Electric Station CTH - Cable Tray Hanger (including Cable Tray Clamps) _ D&I - Design / Install DCA - Design Change Authorization DCC - Document Control Center DVG - Design Verification Group ENY - EBASCO New York , F - Flat Washer FL - Pull Length (referring to Welds) FSE - Field Sketch Engineering TWP/WP - Field Work Point / Work Point G&H - Gibbs and Hill HS - High Strength H or HKB - Hilti Kwik Bolt SE or HSKB- Hilti Super Kwik Bolt Li ,L s - Tray Span to Next Hanger Indicates Minimum Dimension to be the Specified Weld Size + 1/8". If no weld symbol is present, it signifies minimum dimension of 1/8". IA - Inaccessible IP - In Place IR - Inspection Report MOD - Modified Support NA - Not Applicable NNS - Non-Nuclear Safety O&E -
"For Of fice And Engineering Use Only"
. PA3 -
Preliminary As-Built PFG - Package Flow Group PM - Project Manager - QC - Quality Control RI - Richmond Insert / Screw Anchor SAG - Special Analysis Group TNE - TUGCO Nuclear Engineering US - Unsatisfactory i iO
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TUGCO NUCLEAR ENGINEER 3G TNE-TVM-CS-003, REV. 1 ( . OCTOBER 18, 1986
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2.4 DEFINITIONS "As-Euilt - in the context of this procedure - this is a design verified drawing having certain specified attributes which reflect the actual installed condition, while the remainder of the attributes centinue to reflect the "as-designed" conditien.
"As-Builting" - the process of acquiring information' of the actual installed condition of certain specified attributes (type, dimension, etc.) of a CTH, and reflecting,this information on an "as-built" drawing.
"As-Designed", - refers to a configuration shown on a specific drawing which reflects the intent of the engineer who designed the specific suppert.
The "as-designed" cenfiguration represents a baseline configuration from which the actual installed O: ' * - configuration can deviate within prescribed, acceptable (by engineering) tolerances and/or ; component substitutions. Conventional Means - 1. Tape Measure of Measurements , 2. Folding Rule
- 3. 6" Steel Scale
, 4. Feeler Gage
, 5. Fillet Weld Gage
- 6. Torpedo Level
- 7. Mirror
- 8. Skew-Tee Fillet Weld Gage Field Engineers - Construction Survey Team Final "As-Built" - the " CAD" drawing issued by engineering after design verificatien and completion of required modifications.
Inaccassible
- attributes which cannot be measured without physical removal of any portion of the built support, tray or fire protection cover, and/or relocation of adjacent hardware.
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TUGCO NUCLEAR ENGINEER 3G TNE-Tvx2CS-003, REV. 1 OCTOBER 18, 1986 O< - PAGE 5 Lead Engineer - individuals approved to coordinate design, check, document field - verification activities, and originate DCA's as applicable. They also perform craft support functions by resolving field problems and interfacing with other disciplines. Marked-Up Drawing - is the marked up drawing which , reflects comments by the Lead Engineer of field conditions conflicting with drawings and/or suggestions of feasible modifications.
"O&E Stamped" -
indicates a document which is issued for " office and Engineering Use Only". ) Projecticn - the maximum distance that the Hilti
. Bolt protrudes frc= the concrete surface.
.. Support Functions -
a) Longitudinal Support - a support
. is considered to be a longitudinal x- -
support when it acts in three directions, providing support in the vertical,' lateral and the longitudinal directions to the tray span. These supports either have braces in the longitudinal directicn or have vertical posts oriented such that the strong axis resists the longitudinal fcrees. In the latter
- case, the posts must also have moment resisting bases with respect to 1cngitudinal direction, by weldment or by use of a minimum of 2 Lolt connections. All 1cngitudinal support ,
trays are connected with heavy duty , clamps. O 5 \
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TUGCC NUCLEAR ENGINEERING k' ' TNE-FTM-CS-003, REV. I OCTOBER 18, 1986 PAGE 6
- b) Multidirectional (Riser) Suppcrts -
This type of support is installed for vertical riser applications, and is designed for the simultaneous application of three (3) directional load heavy duty clamps are used fer-connection of all vertical trays to
. supports.
- c) Transverse Support - A support is considered to be a transverse support when it provides support to the cable tray in the vertical and the lateral (perpendicular direction to the tray span) directions.
These supports shall have a transverse clamp but a heavy duty cla=p may be used where a tray splice occurs er an engineered modification calls for such a clamp. (
" Traveler Stamped" - indicates the drawing which is stamped by DCC with "This drawing to be used only in conjunction with Traveler Date ". The stamp does not signify a " Controlled" drawing, only i
an original issued by DCC. . NOTE: This list is not meant to be all inclusive. 2.5 DOCUMENTS , Engineering documents consist of: A. Gibbs & Hill engineering drawings providing inferration on the original design conditions. (This listing is for historical information for all Unit 2 CTE's except for frame). those CTH's attached to the main structural scread:cc: " B. Design change dccument - Design Chance Autherization (DCA) and Compenent Modificatien Card (CMC). C. "As-Designed" drawings combine the information of A and B above. (This listing is for historical purpose only). D. "As-Built" drawings reflect changes in the field, if s any, frem the "as-designed" drawings. E. Other documents defined herein. l
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. t TUGCO NUCLEAR ENGINEERING
/~'Y . TNE-TVM-CS-003, REV. 1
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OCTOPER 18, 1986 PAGE 7 2.6 INTERFACE CONTROLS 2.6.1 Interface Controls shall be as described in Reference 1-Q. 3.0 DEVELOPMENT OF 'AS-DESIGNED" DRAWINGS (This listing is for historical purposes only) A. All cable tray hangers in Cnit 2 covered by this procedure shall have a CAD generated "as-designed" drawing produced. The "as-designed" drawing shall be generated by CAD-ENY utilizing the following information sant to the CAD-ENY Manager:
- 1. FSE 0179 drawings to be compared with the Gibbs & Hill, .Inc. engineering drawings and details for compliance.
- 2. Brown & Root map drawings and Gibbs & Hill, Inc.
drawings (2323-El/E2-0500, 0600, 0700, 0800 series drawings), i
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- 3. Cable tray layout drawings (same ar above
, without S). 4.. 2323-s-0900 series drawings.
- 5. Cable tray clamp / clip detail drawings (TNE-S2-0900 series and 2323-S-0900 series).
- 6. DCA/ CMC's generated against Gibbs & Hill, Inc.
. drawings (2323-El/E2-0500-S, 0600-S, 0700-5, 0800-5 and 1000 series drawings) .
- 7. DCA/ CMC's generated against 2323-5-0900 series drawings.
- 8. Architectural plant layout drawings for Unit 2.
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TUGCO NUCLEAR INGINEERING , TNE-TVM-CS-003, REV. 1 lh. OCTOBER 18, 1986 6F V- - PAGE 8 B. The "as-designed" drawings shall be on a "E" si:e drawing and will consist of:
- 1. Ranger Identification Number.
- 2. Ranger general location, floor elevation and architectural roca no. provided in the drawing i- key plan.
- 3. Weld details and joint n" ers (welded joints will be sequentially numbered). All joints 4
other than full length shall have a weld length specified. All joints* shall have type and size of weld specified. 3.1 EBASCO NEW YORK PROCESSING OF "WALKDOWN" DRAWING (This listing is for historical purpcses only) The ENY Team shall generate a "B" si:e CAD drawing which i will be used by the Walkdcwn Engineer and shall censist of: A. Ranger Identification.
- B. Ranger general location and floor elevation. .,t C. Ranger configuration in plan and elevation (dimensioned).
D. Weld details. E. Details of anchcrage, when applicable,
. F. Details of clamps / clips, when applicable.
G. Reference to General Notes for engineering verification. E. Reference to input documents used in preparing i the drawings including DCA's & CMC's. l , l I. Title block. A f acsimile of the drawing is given in Figure 2. J. Hilti Bolt spacing viciatiens showing adjacent components. l K. L, ,L g, Span Dimensions. l 1 j %
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" TUGCO NUCLEAR ENGINEERING l
TNE-TVM-CS-003, REV. 1 l OCTOBER 18, 1986 Of- PAGE 9 i The sign-cut and approval cf the "walkdown" drawing shall ~be as indicated on Figure 1. The preliminary drawings reflect the history and methodology to produce the "as-built" drawings. The "walkdown" drawings are transitional and are not required to be retained. 3.2 REVIEW OF DRAWINGS (Tnis listing is for historical purposes only) i Information on the drawings shall be verified for co=pleteness and accuracy by the checker in ENY, and
- the drawing shall' be transmitted to the CTH Program Manager and transmitted to the Unit 2 Supervising Engineer and TNE/DCC.
3.3 DOCUMENTS USED FOR WALKDOWN The following documents shall be used, as applicable, during the performance of field walkdcwn verification activities: A. CTH Engineering Walkdown Drawing
) B. Bolt Eole Verification Drawing (BE-Designator) i '
.<3 C. Operational Traveler i
3.4 SITE USE OF "WALKDOWN" DRAWINGS The engineering walkdown drawings shall be used for the walkdown of the hanger. The walkdown process will result
, in a mark-up of the engineering walkdown drawing. This marked up drawing must reflect the as-built conditions
, of the fellcwing attributes: (Ref. Tables 1,2 & 2) l A. Belt configuration. i B. Dimensions of bolt holes, edge distances, washer plates and details of suppcrt anchorage. C. Support configuration dimensiens and material si:es. *> D. Attachment criteria for embedded strip or large plates. i g hk b
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TUGC0 NUCLEAR ENGINEERING TNE-FW.-CS-0 03, REV. 1 OCTOBER 18, 1986' GT- . PAGE 10 E. Separation violatien acceptance to adjacent supports or components.
- F. "Hilti" bolt spacing violation acceptance to adjacent supports.
G. Clamp details for welded and bolted installations. H. Welds and skewed weld configurations comply with , paragraph 3.5 of this procedure. I. Cable tray width, depth, span length to next support on each side of the support. (L, & Ls Dimension) J. Additional attachments to CTH shcwing type (i.e., conduit diameter) span length, etc. K. Hanger Identification. L. Hanger General Location and Fico: Elevation. 3.5 AS-EUILT WILDS ?
- l. Welding shall be verified for quantitative attributes as listed belcw without paint removed. ,
A. Type of weld (fillet, flare bevel, groove, etc.) B. Configuration (two sides, all around, etc.) C.- Weld length (to be measured)
, 1. All weld lengths cther than full length shall have a weld length specified.
D. Weld size (to be measured) E. Location S
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TUGCO NUCLEAR ENGINEERING j TNE-TVM-tS-003, REV. 1 ( ,g) OCTOBER 18, 1986 PAGE 11
- 2. The follcwing acceptance criteria will be used te
, verify welds:
A. Measurement Units The Table belcw identifies the smallest measurement units the as-built walkdcwn
. engineer will use when as-builting the listed weld attributes. When measuring and recording .
dimensions of the weld attributes listed in the table below, these dimensions shall be rounded off to the nearest significant unit. Weld Attribute Smallest Measurement Unit (Significant Unit - Inches) Fillet Weld Size 1/16 Weld Length 1/8 Weld Locatien (for Stitch Weld) 1/8 B. A fillet weld shall be permitted to be less () C. than the size specified by 1/16 inch for 1/4 (25%) the length of the weld. The length and location of welds shall be as specified on the detail drawing! D. Full penetration and partial penetration welds shall have the actual length as-built. In addition, the weld th'roat thickness for partial penetration welds will be indicated in parentheses as one half the beveled member (s) thickness.
- 3. A. If the length or size of the weld as shewn on the drawing is incorrects i.e. it is outside the tolerances specified in 2 above, then the inccrrect dimensicns shewn en the drawing shall be correctef by a drawing revisien.
B. If a weld is not in the correct location or welds exist that are net shown en the drawing, the weld symbols shall be altered by marking the drawing to depict where welds actually exist.
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TUGCO NUCLEAR ENGINEERING
. TNE-TVM-CS-003, REV. 1 OCTOBER 18, 1986 v PAGE 12
- 4. Each weld jcint will be assigned its own unique weld number (numeric or numeric-alpha) to previde independent traceability. Weld segments which are inaccessible, of varying sizes, or which have multiple segments, do not require individual joint numbers if the weld can be denoted by a weld symbol for arrow side and other side.
- 5. *A visually accessible. weld will also be identified as "IA" (Inaccessible) if there is insufficient base member existing to rest the welding gage on to assure an accurate measurement.
- 6. For welds on structural members, when the connecting member does not totally span the member it's welded to, or the members are not welded on 90 degree angles relative to each other, (i.e.,
angle braces, etc) , the actual weld length shall be entered on the weld symbel, or dimensions sufficient to determine the length of faying surfaces shown on the drawing. 4-~( 7 In lieu of square weld symbols the example shown below
-( )^ shall be used to identify splice weld connections of structural members and apparent seal welds of two structural members which exhibit no bevel or end preparation for welding at the time of as-builting.
These welds will be designated as "NNS" in the tail. (Example , :(RNS)
- 8. Inaccessible welds shall have an "IA" entered adjacent to the "As-Designed" symbol.
t
- NOTE: Fillet welds made at a dihedral angle greater than 135 i degrees shall not be used for structural integrity of the I
certificatien calculations of the support unless the welding symbc1 exhibits a " machining required" note. Thus the weld j symb:1 shall not indicate a weld size en the "as-built" drawini. l l l l 4 6 e e -a. - -- , - - , - - . - . - - - , . - - , , - . - - , - , - . , - - - ----,-,----.-,-mm,,n.-,~+,m-,e. -
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TUGCO NUCLEAR ENGINEERING TNE-TVM-CS-003, REV. 1
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OCTOBER 18, 1986 ' V PAGE 13 4.0 SPREAD ROOM CABLE TRAY EANGIRS WALKDOWN DOCUMENTS The lead engineer will obtain from DCC the FSE-0159 drawing corresponding to the spread roem frame member to which the cable tray hanger / clamp attachment is made. In the event of a support being a new installation it shall be handled in a manner identical to D&I supports . outlined in paragraph 11.0. WALKDOWN The lead engineer will document the measurements made and information gathered of attributes required by design verification. Attributes are as outlined in paragraph 3.4. MAPI.ED-UP DRAWINGS The FSE-0159 drawing will be marked up or CTE-2-XXXX drawing prepared by the lead engineer to show any (~N . members of the main spread roem frame in phantom. The (,,) . .- clamps / hardware and any supplementary steel will be shewn in solid detail. The CTH-2 "XXXX" designation will correspond to the sheet number of the FSE-0159. Any cable tray, hangers attaching to spread rocm frame that do not have a corresponding FSE-0159 drawing will be assigned a number from the cable tray hanger map drawings or assigned a unique . identifier. The marked up copy will be transmitted to SAG for design ~ verification per Section paragraph 7.0. 5.0 DRAWING & CADDING OF SPREAD ROOM CTH DRAWINGS (THE "WALKDCWN DRAWING") 4 The marked-up engineering walkdcwn drawing will be used i by SAG to design verify the hanger. The marked up
- valkdown drawing is required to be filed and maintained i as a part of the design verificatien package.
The marked-up walkdcwn drawine will be used to generate a cadded as-built drawing after design verification. t 4
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TUGCO NUCLEAR ENGINEERING l
-. TNE-TVM 'CS-003, REV. 1 I f( OCTOBER 18, 1986
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PAGE 14 l
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6.0 GENERATION OF AS-BUILT DRAWING
- A. ENY Generation Of "As-Built" Drawing (This Listing !
Is For Historical References Only) The marked-up engineerin~g walkdown drawings shall be transmitted to CAD for use in the preparation of an "as-built" CAD drawing. B. Site Generation of "As-Built" Drawing The marked-up walkdown drawing will be sent to Site SAG to perform a design analysis in according with Reference 1-H, 1-J & 1-K. The marked-up drawing will also be used by CAD to generate the "as-built" drawing for the support.
".0 SAG VERITICATiON AND APPROVAL The "as-built" drawing generated by CAD will be sent to the SAG for review and approval signature. '
f s- The approved "as-built" drawing will be transmitted to DCC for distribution in accordance with established site procedure. e
. A traveler package is prepared by PFG for issuance to craft to perform an as-built verification and rework of the hanger, if required. ,
Any changes required to be made to the as-built drawing as result of the craft verifiestien process will result in the as-built drawing being revised to incorporate these changes and raised to the next higher revisien ner.b e r. I P.0 QC INSPECTION INTERFACE j A. The revised as-built drawings and drawing that did not . require a-revision after craft verification will have l required attributes inspected by CC in accordance with Reference 1-G. NOTE: All QC activities referenced in this procedure are for information only, i B. The QC inspector findings shall prevail when a discrepancy exists between an attribute on the as-built l- drawing and the QC inspecters finding. EO 4
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TNE-TVM-tS-003, REV. 1 OCTOBER 18, 1986
- L PAGE 15 9.0 REVIEW CF FIELD ENGINEER DRAWING The. Field Engineer (FE) shall verify hanger plumb &
- level, the cable tray span dimensions and that the hanger is installed at the specified location shown en the "as-built" drawing. The Field Engineer shall attach a copy of his notes for those hangers that are not installed in accordance with the required criteria.
The Lead Engineer shall review the FI drawing for . incorporation of required information into the "as-built" drawing. (Note: This work may be performed at any time during the verification process.) 10.0 VOIDING OF FSE-159 DRAWINGS The corresponding FSE-159 drawing shall be voided after completion of the as-built drawing and prior to ' cc=pletion of the program. 11.0 NEW DESIGN / MODIFIED , CONSTRUCTABILITY REVIEW AND INSTALLATION INSTRUCTION OF CTS < 11.1 The Unit 2 Supervising Engineer is responsible for the i f - design of new cable tray hangers. These "new" hangers are essentially modified or re-designed hangers required forLresolution of field interferences,
- although first-time hangers may also be designed.
- ' 11.2 Details selected by design verification shall provide the practical capability of installation. Consideration shall be given to interferences, spacing, spans, and constructability of the proposed installation in
, , acccrdance with established procedures.
- 11. 3 A Flew Chart has been provided in Figure 1 to delineate i
the responsible groups for preparatien of the new cable tray hanger design. Group responsibilities and activities for processing new design hangers are essentially the same as cutlined in previcus paragraphs , of this instruction. ' ! Upen completion of the craft installation, routing of the ( work package will be in accordance with Figure 1. 11.4 A DCA must be originated by TNE Lead Engineer for any modificatiens which are required to be per'ormed en a CTE which has been vaulted. QP , s ' , 1 % e e ]
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TUGC0 NUCLEAR ENGINEERING TNE-TVM-CS-003, REV. 1 ( OCTOBER 16, 1986 PAGE 16 12.0 DOCL?.ENT TRANSMITTAL DVG shall transmit to TNE-EA the following documents upon completion of the program in accordance with Reference 1-C. - A. Copies of CAD "as-built" drawings for individual Cable Tray Ranger -(As-Built) . B. Copies,of CAD "as-built" drawing for 230 selected Cable Tray Hanger Bolt Ecle Verification (As-Built) and associated operation traveler. 13.0 BOLT HOLE VERIFICATION 13.1 Bolt hole verification, when required, will be accomplished in accordance,with Attachment 1. e I l -
7 . TUGCC NUCLEAR ENGINEERING TNE-TVM-CS-003, REV. 1
/~'\ OCTOBER 18, 1986 b PAGE 17 ATTACEMENT 1 BOLT HOLE CRITERIA 1.0 Belt Role Verification Criteria
- The two hundred and thirty (230) cable tray hangers of Unit 2 will be randomly selected from those which were installed before January, 1984 (the same time period .
Q for Unit 1 CTH installations). These randomly selected cable tray hangers of Unit 2 will also be used for the
" Bolt Hole Verification" for the bolt hole sizes in Unit 1 CTE.
l.1 Initiation The Cable Tray Ranger Engineering Group shall prepare and transmit approved " Bolt Role Verification" drawings to k DCC/ Paper Flcw Group (PFG) for assembling specific -
" Bel: Ecle verification" drawing and operation traveler in a package for QC inspections. The packages shall be controlled by Unit 2 PFG.
'\. 1.2 CTE " Bolt Role Verification" Walkdown 1.2.1 Documentation Of Verification Activities : The CTH Supervisor shall maintain on a file, a list of individuals approved to coordinate and document field verification activities. -
, QC shall perform all inspections in acccrdance with
, Reference 1-G.
1.2.2 Encineerine Walkdown ' The Engineering Walkdown team shall walkdown the CTH and prepare a drawing identifying each bolt hole with a unique n"-"er for each joint having bolted connecticas. The ecmplete drawing will centain as a minimum infor=ation she*-?. cn page 21 for each unicue bolt hole. The "Solt Ecle Verification" drawing for each specific support shall be reviewed by the site SAG supervisor and approved. Upcn approval, the drawing shall be transmitted to DCC for distribution. G h e k
- e
*e
E TUGCO NUCLEAR ENGTNEERING TNE-FvM-CS-003, REV. 1 OCTCBER 18, 1986 _) , PAGE 18 ATTACEMENT 1 (Continued) BOLT EOLE CRITERIA The QC Inspector shall perform inspections listed en the Traveler and complete documentation on Table A and Table D (pages 32 & 35 respectively). 1.2.3 ocerational Traveler The craft (construction) will remove the bolts and nuts in such a sequence that the hanger shall remain in a. safe condition including tie-offs to adjacent structures er prop up as necessary and document on the Traveler (pages 28 thru 31) . The QC Inspecter shall perform inspecticns listed en the Traveler and completa docu=entation en Table A and Table : (pages 32 & 35) . These tables will be used for complete verification and docu=entation of bolt heles of individual randemly selected Cable Tray Rangers. Tne drawing shall I be identified with the suffix "BE" at the end of the drawing nu=ber (page 21) . s 1.2.4 Removal Of Bolts And Nuts
- The field engineering or construction craft shall remove all bolts and nuts as specified on " Bolt Ecle verification" drawing for the specific cable tray hanger. Loose parts resulting from removal of the bolts shall be secured to the hanger.
1.2.5 The "As-Built" Belt Eole verification The QC Inspector will document en Tables A & D (pages 32
& 35) all inspection attributes. Tables B & C (pages 33
& 34) are used for this inspection and are referenced in the Traveler. After ccmpletien ci all CC dccumentatien on i
' the Traveler (pages 28 to 31) the package will then be returned to the Cable Tray Eanger Grcup.
. e g
l TUGCO NUCLEAR ENGINEERING TNE-TVM'CS-003, REV. 1 i ' OCTOBER 18, 1986 i PAGE 19 I ATTACEMENT 1 (Continued) - BOLT HOLE CRITERIA 1.2.6 Engineerine Evaluation The Cable Tray Ranger Grcup shall evaluate each CTH package after completion of QC inspection en the basis . 1 of the following acceptance requirements: A. When attached to concrete, bolt hole sizes for anchors Hilti Super Kwik bolts, Bilti Kwik Bolts and (Richmond) Screw Anchors shall be as fo11cws:
- 1. 3/16" larger than nominal bolt diameter (max) _
for bolts up to and including 1 1/4" diameter.
- 2. 1/4" larger than ncminal belt diameter (max) h
. for 1 1/2" diameter bolts.
1.3 Attachment Of Cable Tray Clame (Angle) To Support Structure
)' A. Bolt hole size for 5/8" diameter H S bolt shall not exceed 3/4" diameter.
B. Bolt hole size for 5/8", diameter A307 bolt shall not exceed 11/16" diameter. 1.3.1 Attachment Of Cable Tray clamp (Plate Or Angle) To Tray (bolt hole in elate c angle): A. Bolt hele size for 1/2" diameter rcund head belt shall not be larger than 9/16" diameter. B. Bolt hole si:e for 3/8" diameter round head bolt ~ shall not be larger than 7/16" diameter. Washers and washer plates shall be verified for proper selection and for tolerances per page 22. Ter engineering acceptance requirements of edge distance see pages 23 thru 27. 9 4
- e f
L.
. _ .. . . ~ . . . . . . . . . . _ _ . . . . . . . . . -.
TUGC0 NUCLEAR ENGINEERING TNE-TVM-DS-003, REV. 1 (y . ' OCTOBER 18, 1986 V. PAGE 20 ATTACEF.ENT 1 (Continued) BOLT BOLE CRITERIA 1.4 Discrepancies All discrepancies resulting from QC inspectics and documentatien shall be transmitted te EBASCO Special Analysis Group (SAG) for engineering resciution. The engineer (SAG) shall perform necessary calculation to determine the acceptance of dimensions not conforming to minimum requirements: A. If after calculation it is acceptable to "Use As Is" SAG will confirm that in writing to site CTH Group.
- 3. If after calculation it is not acceptable, SAG will revise the drawing to rewcrk the affected unsatisfactory conditions.
1.4.1 Reinstallatien*
\
The craft shall reinstall the nuts and bolts removed during
; QC inspection per the Traveler (pages 28 thru 31) .
The QC' Inspector will perform installation inspection of bolts and nuts and sign off the Traveler (pages 28 thru 31) . 1.4.2 Documentation The QC Inspector will document the inspection of bolt holes
. on the Traveler (page 28 thru 31) .
Inspectica Repcrts shall be used to decu=ent all unsatisf acts. - conditions and a copy will be sent te CTE Group. i Final repcrts and summary shall be prepared by SAG to analy:c
- the results and recc=sendation te site engineering. This
, report will be sent to Site Civil E..gineering to transfer
- to the vault.
i I i s P
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. . . . . . . . . .. ... . m. . . . . . . _ _ . . . . , _ . . . .
TUGCO NUCLEAR ENGINEERING TNE-FvM-CS-003, REV. 1
' h.
V OCToEER 18, 1986 PAGE 7] ATTACHMENT 1 (Continued) 180TESs
- 1. THIS Dea *. M IS L"__3 FOR WR:F::A?:?e CF SOLT M0'.E SIIL HC'.E EC:I C:5TM015 g AND W HEAS C'4.T. !
, 2. FOR YtR F::A*:GN INS'E* TION l U '** ALL s0LTS aMD NUT 5 SMaLL st a M- REMOVED EICIPT FOR MILTI soLTs. wtat CRY THE NUT SMALL
-;i,=, g p sueca f j e es er umvt:. Mo ::=v A~cx:=s.
wtat cs? THE scLT swALL st a ixsxr - u m Q - umno-
, ,, s. O :":::= rs io ae't 'F.: sca-fW secTrow s-e t
DCC l'0. 333 .
! TH!S DCCUil: .:iT CURRENT .. . A3 0.5 0CT 15 E85 A ,A ~
h).n b.,- TT.k 1"C n"iiD
'Gi ENGINEEMIG USE O!iLY a, .. i w i ._,
. ..l . . . . . .
o y-> ;
- vta:r::st::a 1 s-{sA2:;7 --
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]
.' '.9 ez SECTION 0-0
~. .
- =N:a TEXAS UTILITIES n y;p ,
GENERATING CO.
] l lD EEA500 EMMC DCOFJORATEU
, , ,y i . .x CAE4.E TRAY HANGER l
CLASS.1 BOL.T HOLE VERIFICATION ( NUCLEAR SAFETY-REL ATED) 47* SAFETT Cirss 1 SE:5**:: CATE::RT 1 C. P. S. I. S. :# 8c. sArtir c;4ss 2 e. Ass it c.tw mest CTH-2-11355-EM C sart r etats 3 ass-e_Atre -se:- s trus l(
*=
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,-_...%.-,~y..,,,,,
~
TUGCC NDCLEAR ENGINEERING TNE-TW.-CS-0 0 3, REV. 1
\q g OCTOSER 18, 1986 PAGE 22.
ATTACF_w.ENT 1 (Continued) I EOLT HOLE VERIFICATION WK:ME."<5 AND WASHER PLATc5 r
. m # l
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. . - - - . - - - . , . - - - - , - - , - - - - ~ . _ - , _ - . - , - , . - , _ , - .-- . - . - ~ _ , - . - . , - . , , - - - , , - - . - . - -
- . . . . .s . . ...&_. ..:.. _... __ . .. ._
TUGCO NUCI, EAR ENGINEERING TNE-FVM-CS-003, REV. 1 OC*0BER 18, 1986 { PAGE T3 g-ATTAce.rsT 1 (Continued) j BOLT HOLE VERIFICATION l EOLT HOLE EDGE DISTANCE FOR FR!CTION CLAMP 6 F0 CLAMP % l 1 TRAY
-uw ~
hr i A(MIN) = h A(MAK)
- 2/?2
, O. 9 ly! i; ,
=<'>S ec >x) 2*2 L -
FRICTION CLAMP TYPE - A 1 (n. 1 TRAY CLAMF i "= A(MlW)* h A(MAX) : b E(MIN)- W B(MA%) = 'h . E i 9 7 .
- p. , i <i l
. sil R 1 l
innv A O FRICTION CLAMP : TYPE - C as
- - . - - - . - + - - , , - - - - - , - - - , - - - - - - - - - - - - , . - - - , < - , - - - - . - - , . _ . . . , - _ - - - - . - - , - - - - , , . . , ~ , ,
a.--, - , - - . _ - - . , _ , _ _ - -
. . . . . - . . . . ~ . . . .. . . . . . . . . . . .
s . TUGCO NUCLEAR ENGINEERING TNE-TVM-CS-003, REV. 1 OCTOBER 18, 1986 PAGE 24 ATTACEMENT 1 (Continuec) EOLT HOLE VERIRCATION
. SCLT HOLE C-ME NC ECGE CISTANCE FOR AMl.it hemAM LS = b t. C,. h I Lt.56 f L4 m %l i ICM C ca e n estund a i eL A Ie o a i? 'l A 40 iA 6 6 iA i t we fue
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' staA m, 83 *.
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. . . . . . . . ..u. ..... . . . . - - - - - . - . . . + .
TUGCO NUCLEAR ENGINEEDING TNE-FVM-CS-003, REv. 1
. OCTOBER 18, 1986 p' PAGE 2,5 Q. .
A*TACEMENT 1 (Continued) HS S0_T iOLE VER:CA 0V AM7 S:.i ec'.T. Ih I l' I MAY Mill k W6#G ws,es 1; NA1 wu !. 8 de, l_ 2 l01 M!nl oh.'W8si$.8 w!,r$8 l_ 2 'MA% MIN 8.,>. Ih I_ l 2 l_MAI Mty v,'W4.19
. W ass) 8 l'c !MA% Miu 4 3 L'
- N. mas w w.tsnw.asi9 w sc 59 .a> 3 epmsy m ig .4 L -- _
m _1 L m u 1
%d ECLT IN TRANSVE.RSE SU.:"E %'a SCLT IN LOMiTUCINAL SU:7.
TRAY Cl.AMF$ !M WOE FLANGE SEAMS i4 . y I f . MAX l'a .W6TRf4 s MtM MAY fA (WG ll's l ,M W TA we<FF. stb] l Q ii G . , Q (Au ') } -
- g . s N%X l'A .W E 5' # J . 4V al *q g max 3 2 8 ! WSW ll'c MIN d l'af.WM#.9 ~ il Pj
~
18 r,; W44jl r.,; 7 kjf t 0, M l :aM May 7 h 2 Lh Wa hei5flMtMs
,r CO.N.M. Tod ME.I bER FLANGE CONN. TO MEMBER. WE5 2
'70 272 X AL. WS *MI.T Wisc.Wisi? a WS *;
.,; ..- . .a s wI d s e cu. r wSm sc,was15, a ws ,is 2 2.i- e l <!.-:
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%. 2 2; .
- 5. -g sw4 CR WG, '
c
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vsusER se c wn. Pt.ca F.U. MING MEMEER CONNECTIONS 4
-1 . . . . . . . . . . . . _ . . . . _ . . .. .... . . . . .
TUGCO NUCLIAR ENGINEERING TNE-TVM-CS-003, REV. 1 OCTOBER 18, 1986 O (./ PAGE 26 ATTAC5MEh"I 1 (Continued) ECLT HCLE VENICATION BCLT ET-E DISD.Tl AND 5FAONG FOR PLATES a mur e.7c., g g se,c. c asr n =m Ococ h j r.t*] l l l l l 3 3 ramuo '4 121 l ! ; ' I I I
.f .
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- 3 '
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- w. ece I s l e.:p,,,I l l l l Ie : -- i I
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1 l TUGCO NUCLEAR ENGINEER NG g TNE-PVM-CS-003, REV. I f j OCTOBER 18, 1986 V i PAGE 27 ATTAC!Dd.ENT 1 (Continued) SCli HCLC VERiFICKn0N Ed.T ICLE GG MD ECE C15INCE FOR C.WELS u:vTLow n u e.vt.e.e cxs Lw1# SUPPCRT s8'd SWP::RT 8s*
- DIM C
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=
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,. 've. pcll: N'.ha.rg Cggeg,ps s
'e l 3a l 'e l lb l l'8 l 5 l l l' l l CS@.75 : 'l l % l 'l I k l ik l .'s l l l l
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TUGCO NUCLEAR ENGINEERING TNE-yVM-CS-003, REV. 1 CCTOBER 16, 1986 PAGE 'l.6 ATTACF?.ENT 1 (Continued) CDEE 238 CPERRE:lE SIEWK.ER 3S=I195
- 8. 3 A'.TIJlR sc. 2. EUMat; ac. J. Gbc sc. 4. p .... 5. 7ME; 6 c: <
c:n= 2 1 CI-86 6.Soit "" w. A / hof"e; verificationm l 7. w &a.C NTG i L a ti-'- n u. u =-, J.um...m.,4t.sp
-.u v m[q Y1.10
. 2a l i. w.;as I 3EE3NIED W 5L 2 EPl" PFG E7ZDED g Refe- to ?more.se.cas.,eengg e..e.ee ABC M7.Di ItA ta T WA J 1 inw G 1 CF T llE l CFtA".
- N ! :"2E' g CC.
- I ?.Jr*
5:7Es 2.1.s trawler is tuits; used a tunu:ve ard re- , s.:.sv.al.1 t e helts sui rn :s as =vgaaredca t all ver.ficataan of tr.e su:lt holes. edge distance and testar i ( , plates. 2.is =ravelar wt11 aim decannt tu:la st=es. ,
.- IC:Et !asemasihle Init hales neel eurt he 8.ws!.
I To ani: :mamer, size and eye estaris in hele A sna11 I
- tur emqiletsd. Se emner enAusrus mall tue litied thrc'Jgr.
mul laanlied
- inaccessible".
Amrevel of Eelt and ? tits . . l 1 Craf: Rumurve inits and rsas' mews e == enfururced " Belt kle i Ver ficatises' drar. rug. Sc1:s and ::: a sicm:14 he runcved in asas a ag.isice mat me taigw soy rusat.~. in a safe c=ru11nm. tra'+ ig ::e-eff in ad;am-: s=.:c=res as naamasary.
- 2.e C:: : spect=r ar.all sign eff :.s!:e ^ ' bel: treval m en 3rle A (pace 41. Cpura:::r. 1 to se s g.af eff my 1 1:: sync:ar var:.t/tng las. tal:/ : W. -
2 GC Ta CC ::mipee=r anali dix. mar . ard sign off 1 zi1W.dal M t=1: hcie ange dirance cri anle A (;mge 4). Bel: r/pos sr.all to ide..ified per Tacle 5 (, age !). . L*;e dastanens *A* s *3* := ne arter .ed as arcwn cri =e '
*ki: Scle Ver:fictumn* drzv.-q. Wase.ar arz! m er pla:e sage d:::a.ce er.all ne deemL-:sd per Tasle :
(page 6). I i
*e e
TUGCO NUCLEAR ENGINEERING TNE-Ft?'.-CS-003, REV. 1 i - CCTOBER 18, 1986
~
J- PAGE 19 ATTACE.V. INT 1 (Continued) casmucm crent::m asyszt 5-1795 i s.inursa s. ;. c.>cc s. 2. cac; s. 4. Ep .... a. sus se: CZ-85
- 2 1
- e. @.c:;: a.h::n.:r .m w mw.s mese venneation l7. D w n Gr RL Cr-ta-4 DG DET. 3. M..h is. 332
-,1. Ci-CF-11.10 2A , suspuuu:= gr gn::= II:P; P'~
Aarer to Tiv. CA-st-sw4-di ni 3EvtDE:: at R-02 an::= 5-31-85 ABC E'." Dr WA M Wn CF.4:' llE** I TA"'"3 I C:NT'I "C C."IAN" 2A CC [wt CC 1: 4 ptC;cR sag; ;g:,;r.g.; A7:3 ggg.i CFF
~
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.( -
l.V!!!* IiiALL 81 Titt f.c'!!:. CC7*.[1FCr13!;4G TC ::t 8:L7 i
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CLE If! THE CLN!7 IF DISTAr:CI FP.C;; CtntRLI;it CF HCLE FOR 5/8" ICLT Tr1 (?iG OF TRAY AT SPLICI LOCAi!C.13 15 LE!! THArt 7/8*. COC'f. TNT AC 1:AL LOCAT!ctt.
'"* !F A 3!i!Cf3AL $ Pact !! NE!Cf3 TO OCC:;r t:7 ffCLE' NO. IN TABLIS A.D. CR t. THE pr.". 1:SLL A:3 tr up.
.. 8AGt! UP0H CC RE0u!37. ,
TAaLE E i CA3L! TRAY nCL! VERIFICA ICM TAIL! g 8%- LWL i !*t? A 0117AtsCI QA/CC ::-(
. I I I I
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. . . . . ... ._ . . . . u... ... . . . . . . .. .
TUGCO NUC'., EAR ENGINEERING TNE-TVM-C5-003, REV. 1 (n) . ' OCTOBER 18, 1986 M PAGE JO ATTACEM ' NT 1 (Conti.a.ue d) Casm CFDA"."2 3AVI"ZR 25=1195
;. M.T JlR %. a. EllL;;Jrc; 4. J. C %. 4 &Ge.= 1.JG 'of, C3*
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. QC no sign ett lasta11 asian af ing16 setts md mas m ?aate n (page 71. osament wisas eand =aro on .-s-s i, . ,..... .*
tne attamed 3. and list tas 3 mamers La tne applicasie sect:en telas. "nasun nq arates.a Le g.tvri . talow are eam etpe of at*.ameans, s:gned erf my QC ::mpense sur */* p. ::n 3 to ase M.ast:elt. te!.neta11st:an.
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- ..or.al; e 4 *3 sage.gnt* candi.ae:- r- -
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. en 11:
- . silt Seit Nts
- nst.all t= a *:tr.,m*.amtit:.mL _
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, . . . . .. . . . . . . .: . .. . . -.c. . . . . - . . . . . . . . . . .
. .. =
TUGC0 NUCI.ZAR ENGINEERING g V TNE-TVM-CS-003, REV. I OCTOBER 18, 1986 PAGE it ATTACEMENT 1 (Continued) N 2ElIln=."Lt "JtA*.T.J3 29= 319f *... i . 'Jih.L33 .%. E'J JPE.7 :G. .. E J.. g. h .; i. 7shE s J ' C3
- 4. C.r. h. a gi.ausa. mass. M T4E l
- o. -a ,_ so m.
- p. m , 4. - ;
n=== ar m:r = -
. Et2,c sr 3 ::
i
; Jei! K.':2W Vn 3: M/n I
! cy.:e' :xr-l emn ce l === l cc. l wr l 2 G: S. Asteement to Strass'.aral Steel
- 1
~
- eart. (V) Zastall e a ".'Jurgae* ensism measutasse .c.neassues "--w - " - ...
(three Vahae llegataruummal S/O*a IRJ. emit = 'rergas vaLas 3:8 Ft*$ 3/4*3 EJ. hit = 1hrgas Umlaae 387 Pt=0 7/8*9 LS. amit = 1hrgas value SIS Pt* 1*j a.8. m it = ihrgio Vatus 7"J Ft=9) C. Astaeusses (Clangel to 3er
- ) Aetemmet us aaoussure lartall se *Smat=1Lge:t* safidistas kr A207 asiss **
.N*:gr,=.'4* emnditsmi.for EJ. amits ..
2metastassert enditaan listed
' en :Rs j I I
*Jurque rose war:sa ier d.J. masa f
i (Frr S/t*f I.S. telt ?segae las Pt-(ael i
- l' *
=> u.a ment t. =y l estall as a.f.miug-Tsgnt* emdat m - -
! Omat:.stasser/ asuttt:.wi1 M m :24 i ' I
; 4 '.*er. 6/ mrv *etten of all aperat: ns. arit nc.ev trysv.Tr ' , 3: arut musments.
s (V) l l i l l i I.--.--.- n--.,,,,..-.--.-,__ . , - - - , - . . - - - - -
j . . . v . . f t . TUGC0 NUC' EAR ENGINEERING 4 ! TNE-FVM-CS-003, REV. I OCTOBER 18, 1986 FAGE ?2. ? ; i l ATTACEMENT 1 I (Continued) ' 4 4 i weis A 6. NTr.J.A tc. 3. -g i. $ W AfS NFF WWEl. SSFET 36 ER"MDf37:30 pape 4 of 7
- 1
! E E M me.mN, R.A:E .
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]
- m. - maa -
aw I z.. . .v.-==i -cI ::, u a ! .,, I we 2= I be*" eA a i e a E3 m i;;;ia
- l ggg.iI.
I.N I'd EIA* N.J. *
,-r :qgm,s..d3-I l
l l l ;j ,
. :,..-= ;. 2, 3.,14.
.,2 .= m m m . m.:. .,,..= .: .
i i I I i i 1l l I I I I I I l l l l 1 i q l i I I I l l l l l l l l l l l l l l I lU-1 1 I I I I i' I I I I I l l l l l l l l l 1 i l 1 l l l 1 1 I 1 l l I I l l ! I I I ! I i i I I- 1 I I I l 1 1 I l l l 11 l l l 1 1 I I I I I I i l i l l l l l I I I l' I I I i i I i ! I I l , I l- l- l l l' I I I I I I I 1 I I I I ll l l 1 l l I I l l i I I ! i l I I I i l l l l l l l l l l I I I I I i l l I i i l l l l l l l l l l l l l 1 il I l l I I l l l l l l l l l l l l l i 1 l l I l l l l l l l l l l l l l l i I l J l l l ! I l- l' I I I I i ! l I I I I I 1 I I I ! 8 I I I i 1 I I i 1 ! I I t ! I I , { l i IO ! l 1 I
.. . ~ . . . . . . . . . . . ...w. ... . . . . . - . . . - - . . . .
TUGCO NCCLEAR ENGINEERING TNE-TW.-CS-0 03, REV. 1 f] V OCTOBER 18, 1986 PAGE 33 ATTACRMENT 1 (Continued)
.. sw.L'n :c. s.
".282 5 Daet!c'?
E3 :2:!:*F;JC*"3d PNBCN*.3 .. G.#.r..; 43 4. as.
- V - e t. !
2:*M is)C
- S Cat *f MApr'A;C.*. ?* A !*Cf f. .
~
4 CL ?.* EV* !C4fe! l Utse anaestad l aott.steatteu l *eetrataL l Lat . LaACI e i as et me.;wn Catew tittL t y
. l O e, stru . J Ja ? l uw assasu JrttL at . asu o s um. a - - u - ar m l l
l
* ***** ' l ensamn* uenw J=reL.
~
atru . a eno l M**"l' M !E******b
. Bad . 41sg( A3 N NN
'8'aus ,bsJ YEAdast ft#84ttA etTMeBett anc.yd 4,JBisu *ttL.
fv84 s ensausade ma,a rim *CM3 Cm BE***
- 2 ttt == Loan tottsu eneettust!M .**tts C'8 T4*t t ARTwe e44g Stestoutiot 8310tt.'CN PT8f A # "#* ## *0 I '
esktets ears f"l**et0Lt ot**
- otte saw RLats 2*ttL.
&#et 44 hendeCJ dws T&wAtas4 At*w e oLtd a n osLt* C*ttLo - e-O** 62088 48
- weauta due finotit1
. es4. m seessu disav .~4s.,
- 224 e ggs,gg p. s utettaretLoneng.
Dess *=etesta er*to stof
&* *s e s *.e n. P tot
- Calgt e l we4.we segate ide &eae r.td.due 4 9erweereg d i d d ., l w . .sans ! s s , vosI.db.?'fwet/ft 278*f 12 46tutet
#Jrw dese #448',u#*IIka Gse aut tes,3 dug fLwatets I
\
. - . . . .. . . . . . . . . . . . ~ . . . _ . . . . . . . . . .. .
TUGCO NUCLEAR ENGINEERING TNE-TW.-CS-003, REV. 1 OCTCBER 18, 1986 (O j ,, PAGE $ 4 ATTACEMINT 1 (Continued)
.. .aw. 4 s ... a.
' mar.E C sheet 6 et 7 lulJsGR AaC '8JMEA RAN.. g . 6i.P.C." % 4. u.G [
f ""N = l 'C. r C.I # g C us 8
** 9 l *M h l$
! E, g!
l!t:c:ne
- i est =n.m -
CR.C' . ".JK tEyE'. 'D WAS~ER '
. s C: C. /q . '
4 ' I ' - y o.i ,.. .! l C _ C41 O'T*W*1 GE __C*
* ~ -
Q {:s . Auc.a . _
, F_ ATE WM:M -L h.. .,o wes*er La press-t ant.aeste 93.' v. ce .ast.ar r,*pe es1JC'. Sf "3a'e A.
Star:= art ? r.trierf crealar .ase. ort at 41 ?Jte ts no vvrt. fief .r'ess clippet.
;*stata 'C' v. t e *. Ester 7,,e z..ar. af 71:le A. *! . =a . net.or .as noen city;e4 ace.:ne.% v.e esqe gastance as r.M amre.
! a sevaief waer.or P.ns ames .mes. v4t=ste *::".* '.i me W.'er r,79 = ' .:r. w. *1 le A.
*J es anve4e4 wast.or r.as see seappeo age.rea.t tre acte Astar.n as arm aosve.
!! a .as?er plate La prise t v.farste m's .y Taale A a-4 ace.rs t =ar.Lr a ysgo s;4 tarn C a .s z.v.ar.Jt as;ane.s vete d&st.ar.ca .*, as ar.e.- ase n.
TUGCO N" CLEAR ENGINEERING TNE-TW.-CS-0 0 3, REV. 1 (n') - OCTOBER 18, 1986 PAGE 33' e
.p ATTACIO'. INT 1 (Continued) waa 6. m.r ;a s. a.
t<" Ase esti setDer:AI.AT!De RE" J e c C DI Page 7 et 7
.. NT rr, J.
sw ..;sa, , . _:. ,cs
; gggs l m :.g z i, i
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. .v. . an . Wws.t
&il .=ad :>d sel s c.W $i' =.,=ad u=- :w~- >n
' I i l I I ! l I I I I I I I- I l J., I i l J l l l l l l l l l l 1 I l l I l l l l l l l 1 l l l 1 l I
l l l l l l 1 1 l ll l 1 I I I 1 l l I I I I I I l l l
;I l l l l l l l l l l l l l I I l l l l l l l l l l ,
I I I I I I I I I I l l l l l l i I
- 1 I I I I I I L _l i 1- 1 I i l I 1 l i l I l l 1 l 1 l i I l l
' l 1 i ! ' I I I I I l l l l l l 1 l l l l l l l l l l l l l l n l l l l l .I i i i i i I i i i I i l i i i I i i l I i I l 4 I i O
u 7. bo
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- soonte nestat cao as ce sicmasto no en raar cet
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; . rnaranu atvisto inst owc. av ewes >.
. sasa eauct
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; was anowe . surtavasanc tacauta as nacointo.
-. ensan=seu osss er *
; e nu, ooe sasm acart ; ,
8: RIM e st -ca ss
. MA-5stataa33 acanus: waut ate "io its cm,,,pg , ann runact 35588 8 *
- P F C-set unsicattat " *
- fttv. atcu:AE0 issa remst
. ratrast entt. eso no auc.s easir ::a
- = = = j g g g I
av sa: Sac. messos
. etaaracassen CCS ' ** ' 0"C ' " #" sat isracion 88 o c.
MS As-SUIL: CR gy N$r(C sons Pe r. R. F.
. [MaseCES MEartnett I -
Cao. f Cat smC Cts:Las < ML GRP. cr 1att ras ose ~ 7. Esta=ct 5# s est revs aft
- rurang v4 MA M'II" r. r . C. 3. m. v.
f'
~
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.e.
F Sas:sractorty CRAfl Corf'LtlE tassalistaClorer tasg roacg
- E/C(C - P I C N PAE wons emo susetti
~
Ravtt:R ratasCE as rER magttta f IrIo ritoesits Mtotacitt wines
^
O.C./ CRafI tteLOUMILnto
. e O,^ .- O
.. . . a . , . . . . . . . . . . . . . . . . . . . . - ... -.. . .
TUGC0 NUCI. EAR ENGINEERING TNE-TVM-CS-003, REY. 1 9 OCTOBER 18, 1986 ( V PAGE 37 TABLE 1 MIN;r.?. 3?AC;NG req'.*:7 .I.'i"* . n::.T: te'a s::: 1 1/4" 3 1/4" 3/I" 3 7/8" 1/2" 6 1/:"
!/8" 7 1/8"
.. 3, ."
7 3/ " t .
.. 1" pa 1 1 '.'- 1: 1 %" .
T. : :v.M .":- :P!!?! !::I .a 1" to 13/16" i 1/ " 15 1/4"
- TI.'::!:: 77!! C:t cr ::'.:7.!!! [
l' d' !"! : A11 dittatter are 3 ' ten in inches. frr: center ef Milt; he' t/K:,th:: d :.:sar: to caster et .Ne'sen s:.:d.
- f =easure=e ts are made fr:s the edge cf the ;;ste, subtract i li:" fr== 1.
TUGCC NUCI. EAR ENGINEERING D, TNE-TW-CS-003, REV. 1 OCTC5ER lt, 1986 (di
.. PAGE 38 TABI.E 1
, (Continued)
- AMTiin. P.AI1M 3
~081M(a (,8.A&Jt. FAT u '.>asa m.A.t.re , ) Wee y stocn w )
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N ' Mg y f k\l/ N e- 6
/
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/.
g 4-s
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i - 5 hs . .c. p- ,v+g% . .=,- :.+ - W .,' A, ,,... <r,A . 1 4 , .2 i..u s.t. r.a in . # .st s :4 sa.s.1 s a penu. :.e w t * : .* it a. . A PCa= ~4 LYak 1.8 6.A* k (]. E!G8'EE l
$'Al1N,tM0 MC ' ':
'"'8 "'r, e rs ion.e., v. . , Q(Wah 3 *M'et\*L 5 y ,..,.. ...i .
- k. n, .w ra u -tamiasma,
= -
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- -. . r :. r.
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s
TUGC0 NUC EAR ENGINEERING TNE-TVM-CS-003, REV. 1 f]
\v OCT0hER 18, 1986 PAGE 39 TA3LE 1 (Continued)
Od!'
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TUGCO NUCLEAR ENGINEERING TNI-TW.-CS-0 0 3, RI'/ . 1 p) ( OCTOBER 18, 1986 PAGE 4c TABLE 1 (Continued)
'~
A44'N.*7 'Jr.,A.7ic4 CF '.30tc tt.6N STIA whu 1774 H NOT VlfiSL1,791CA' g .p ['w\ NCt.A? LCM M&.ifFICAh. - l PA la'.TI b:LT, M,ArJup Y.. k TW sLati6, 4 L* T 18 4.u. a c LTICit . s of c Wcr.3' N N s -
//
s\\ -ps u 74\ g' r MfACWMENT firiP P' e5 1 x .au' u ett.uo a n .' t E: W :; s
/AdMs
,';, l , . ls,'i '
=
Wi."' WT, MNN p p,/ g ,N s %
, 14!biti, IM/: / ' m,+ F, ' '. N,t' 'y -
( 61 Yo [h .' b _y ,y a.su e = j '#33 95.!N ff.'2 AG D'" Q T _ _" '
'./?.5 5 8' !"'!-
7tr.
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T - N.
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r., v s'.,. tn."s. .. .
. ,12,. .. . .. .
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- u,w =
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1
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TUGCO NUCLEAR ENGINEERING TNE-fW.-CS-0 03, RIV. I tO OCTOBER 18, 1986 O PAGE 41 TA*LE 1 (Continued) Af.TUA', STUP Ibs -
- t. COT'ncW, T1,*1 CAL IfP. ~ l; _ __
/
~ L ,
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] ,
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- V.*5.~t 4 ' '
\ f :* * ~. * *', ?;,,,,', ~
. ,.. ,a , v.s. ,o - -
'(J:11.~,O.p.'
M .f*'.fd */ $$4',Id's'
.; ."A~t; Hi.m fTc.
f"U9 LC % "ICW OJ0 W 4
~
TUGC0 NUCLEAR ENGINIIRING 7 TNI-TVM-CS-003, REV. 1 (3) v' OCTOBER 18, 1986 PAGE 42, TABLE 1 (Continued) 57A3~ II~.7.5 bT.2IS A*~AD2". FII A-f Y 6' (W ' M :_ f V s
/
8
/
A t' , . '
- l
'/ v ',.
/ ,., _,
O A / 0 / ) A,/ ?$f&,. 1 s >w. . .u ea c . [h,f5%QV42&.. .; {._Yf
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- f6* /.***
, / ,'* , ; korsp.'*VYeINe e.'s s.
i , f,/',. g l .
. ,i..
e , . i l
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" / /. .s .o .', ,. ef,.
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1
. .'f '
.- . l
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// ,/,'. * ' , ,
//*A f
., e g / % *
. .. . . ,r*^
*- AMT. I.' h!II, s f.-17
- A 1!
g........... r.: rri
.. Tr.e * *" - -< - tr atu.g r e t .;r t:tr.t s :.s t s'st te star.ta.te!
( he: veer. atta:r.:er.:s : at.t ng ars as; ace.s t.'ates.
- 1. '.*.es state are r.arnet s.eser tr.a: (" :: egge,er.4 of :: ate cantt. lever area is reduted but ;;" su.:'.=m =ust to r.a. ::staat.
s
S
. . . . . - . . . . = . . . . . .. .. . . -- . ~ - - - - -
.,.,~..- . . . . , . . . . . '- '
(~T TUGC0 NUCI. EAR ENGINEERING i / TNE-TVM-CS-003, REV. 1 OCTOBER 18, 1986 PAGE 43
. TABLE 2 M3Det led CIAKANCIs *
(INCIIS) .
. E".fDfCM DISTANCZ 10 tilti Abaadened Milti Bolts
' Richaced er Ic'es and 3elt Stre screw A:: hors
- Cenerete Ed'e* t=tedded Acehs; 1- tr.c n ! UI tsen ;
,o'es taa are Cw: Of:"
2 4 O. g 1/4 3/4 1/2 73/8 a 1/4 8 7/8 12 1/4
.L2 7/s 13 1/2 1 1/4 1 7/8 2 1/2 1 1/2 3/4 t
' S/8 9 1/2 14 1/8 3 1/8 1 1/4 .
i 4 3/4 10 1/8 14 3/4 3 3/4 1 1/2
- " 1 11 3/8 14 3 2
- . 1 1/4 12 S/s 17 1/4 e 1/4 2 1/2
- Wesoured senter-to-center et bolts and belt senter-to-edge of asccrate 1: inches.
Mt iana spaci=g be:veen holes covered by this solu == shall be sessured center-to-center and based en size of hole being drilled j (e.g., pilot hole spacing is based en pilot bit siae). Locations eleser than the above dista=ces are appropriate only with approval of the engineer. 511:1 belts may be installed as class as practical to unused Rishmend Screw Aschers which have been plugged (i.e., grouted. Rich = sad screw-in plut er snap-in plus, ets.). I . 1
q e, .c.. ..... .6.. . .... .. o . . . . . . . . . - . . .. .* .s. .s . * * - - ** m TUGCO NUCLEAR ENGINEERING TNE-T h-CS-003, REY. 1 (v)
- ocTcBER 18, 1986 PAGE 44 TABLE 3 MINDtCM SPACING BE 4EDI 3:L71 EETANSICN 3CLTS Balti Belt CINTER-TO-CIW783 SF4C"WC To Sise 1/4" 3/8" 1/2" 5/8" 3/6" ," 1 , / 6
~
1/4 ', 2 1/2 3 1/s 3 3/4 4 3/s 3 4 1/4 7 1/2 3/16 , 2 13/16 3 7/14 4 1/16 4 11/14 5 3/16 4 s/16 7 13/16 3/s 3 1/8 3 3/4 4 3/s 3 5 3/8 4 7/s e 1/4 p , 1/2 3 3/4 4 3/s 3 3 3/s 4 1/4 7 1/2 4 3/4' ',,'.; S/s 4 3/4 s s 3/s 6 1/4 4 7/s 's 1/s s 3/s 3/4 3 33/s, e 1/4 4' 7/4 7 1/2 e 3/4 to 7/4 5 $/s a 1/4 4 7/s 7 1/2 e 1/8 3 3/4 to 5/s 1 6 1/4 67/8' 7 1/2 a 1/s e 3/4 to 11 1/4 1 1/4 7 1/2 e 1/4 a 3/4 9 3/4 to 11 1/4 12 1/2 Dimension in inches The minisua spacing outlined in the above chart applies to tilti bolts detailed as separats adjacent fixturse. silti helta detailed on as individual fixture drawing may have less than the miniaua spacing tabulated above, such fixtursa have bass dorated by engineering Justification and are the responsibility of the ersanisation issuing the respective fixture drawing. O
t
........ . ... u , .. 1 o, 12 M0JECTS COMANCHE PEAK SES P T WM E gg a ... .
ROJECT COMMUNICATIONS _"[.edia o"
.O.c.t.o u .b e.r. ..10.
. 198 6
{,p, I
--gt ,
March 25, 1986 TAB 1.E OF CONTENTS
" action Page 2
1.0 PURPOSE 2.0 SCOPE 2 3.0 MAINTENANCE 2 4.0 DEFINITIONS 2 2 S.0 DISCUSSION Responsibility 2 S.1 3 S.2 Los Books *
/m Incoming correspondence 3 5.3 Outgoing Correspondence 4 S.4 S.S Oral Communications 6 Follow.Up 6 S.6 S.7 Filing 6 7
. 6.0 R F.FFR F.NCES 7
7.0 ATTACHMENTS [ G" t,Os sE[.? p M~,.,....;, a" u:ar...,.: O,+.!d, ;!'.g,. ;;$
% , ,, e 1,.S. 1,., i,....,,,,,,,,,.,,,,,,,,
. rif / </s / /
/- t o
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cavseen, emesse, past 2 on 12 PROJECTS COMANCHE PEAK SES f- \ 70The PmJECT PROCEDURE 110. b S e S po O DATE PJ-2-CP w oicaTes PROJECT COMMUNICATIONS navisio October 1 1986 ase6.cs ..0. wa o, March 25. 1986 1.0 PURPOSE To define the method for the preparation, format, processing, approvsi, monitoring and control of project communications to and from Ebasco. 2.0 SCOPE , This procedure shall apply to all Project personnel involved in the issuance and receipt of project consunications from Texas Utility Generating Company (TUCCO) and other outside organizations. 3.0 MAINTENANCE Engineering Standards is responsible for updating this procedure. Approval signatures shall be obtained from the Project Manager and the Project Engineer, as appropriate, and initialed by the Manager of Engineering Development & Standards or designee. Suggestions for revision shall be submitted to the Manager of Engineering Development & Standards or designee. V(3 4.0 DEFINITIONS 4.1 Consunientions All information disseminated to, or originated by the Project Team or others associated with the project which involve personnel outside of Ebasco. This includes all reports and studies as well as letters, telegrass, telecopied messages and conversations. 4.2 Correspondence Written Coenunications 4.3 !).Df Lead Discipline Engineer
$.0 DISCUSSION S.1 Responsibility S.1.1 The Project Manager has overall responsibility for coesunications.
He is responsible to see that the proper individuals both inside and outside of the Company receive and respond to relevant communications. All client communications shall be sent to and issued by the Project Manager. O
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) 5.1.2 The FM shall be responsible for implementing guidelines of this l procedure within the first two months of the project and which will become
, part of the Project Procedures Manual.
l; 5.2 Los Books i 5.2.1 Letter Numbers l The PM or designee shall assign letter numbers to all outgoing ! l correspondence when issued. Incoming correspondence when received from client i shall be logged in accordance with the client number. j i 5.2.2 Correspondence contro1 j 3 The FM or designee shall maintain a 143 Book for incoming and i f outgoing client correspondence. Los looks for other project participants will i i be maintained by the department having primary responsibility. The following i information will be recorded in this lost 1 I
- Letter number I - IAtter date and subject f l - Letter author (Discipline) 4
- Note - Reply required by date, or, Note - no reply required ;
t i j
- The response letter number and date of response l f
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- 1 5.2.3 Los sheet l I
i Attachment 2 shall be used as the Communication Record log sheet. l t i ! 5.3 Incostaa corresoondence ; 5.3.1 Aeceipt l Incoming client correspondence addressed to the Project Manager { l shall be logged in accordance with paragraph 5.2. Incoming Correspondence from others shall be addressed to Primary Responsible LDE/ Supervisor and' l ! logged accordingly (see Attachment 1). ! i LO lbeMe lofvitM lHerpettled , ftesee/8.es f-y
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- n. c ve.ea, naosse. Paes 4 or 12 20JECTS COMANCHE PEAK SES l'v) Pfl0 JECT Pfl0CEDURE 110.
ggesmo 0 78 PJ-2-CP TITLE ROJECT COMMUNICATIONS "." T.', M ' October 10. 1986 a s e 6. c o. ..... ., March 25. 1986 5.3.2 Distribution , 5.3.2.1 After logging, a distribution and action applique (Attachment 3) is affixed to each piece of correspondence. The applique of nontechnical or quality assurance correspondence shall be marked by thef PM to indicate distribution, assignment of action and other requirements as indicated. The correspondence shall then be forwarded tot
- IAad Discipline Engineer (LDE) and/or Supervising Engineer of the primary responsible department for timely response and action
- Coordinator for monitoring and follow-up
- PM for information and interface if primary supporting disciplines cannot resolve differences.
/] - Lead Discipline Engineer or designee of the support
(/ responsibility department for information and interface if needed. If interface is necessary, the primary responsible department's LDE or his designes shall coordinate and ensure necessary resolution of subject matter with other supporting disciplines. Copies of the primary responsible department's support disciplines' correspondence shall be sent to the l'M for information and to the Coordinator for information and follow-up. 5.3.2.2 Attachment 4 depicts the typical flow of incoming correspondence. 5.4 Outaoina correspondence 5.4.1 Correspondence Format The Project Manager or his designee shall issue a Correspondence Format Guideline to project personnel. In general, the Correspondence Format Guideline shall show the name, address, file number and the minimus , distribution requird as described in the Project Distribution Schedule for outgoing correspondence to the Client. In addition, other organisations say be added as determined by Client / project needs. O
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carssoRv anosser race 5 or 12 p PROJECTS COMANCHE PEAK SES Q , PROJECT PMCEDURE NO. ts sRo R4NDICATES o"* P3-2-CP PROJECT COMMUNICATIONS navisioM October 10. 1986 Rs PbaCaS ISSWs OF March 25. 1986 5.4.2 Preparation and Approval 5.4.2.1 Outgoing correspondence shall be initiated by the primary responsible department referencing the log book letter number as applicable. That department shall assure that all necessary interface is actesplished before the correspondence is presented to the appropriate individuals for signature and initialing. Correspondence or reports of a technical nature shall be signed or initialed by the appropriate authority of the primary responsible department and forwarded to the PM for approval, release and i distribution. Licensing, Quality Assurance and Auditing Report's shall not be delayed or modified in violation of Federal and State laws or regulations. 5.4.2.2 If the PM is the originator of the correspondence, or response is contractually required,,hm shall sign the letter and in turn forward it to the discipline - LDE, supersisor or dreignee of the primary responsible department. 5.4.2.3 Initialing or signing of correspondence as indicated implies that the party has reviewed the correspondence, is cognizant of its contents and further that the:
. Primary responsible LDE and/or Supervisor has reviewed the technical statements and technical position presented. Also, if necessary, he has reviewed with the PM the impact of the subject matter on the project and that agreements with all parties affected (ie, client and proper authorization) have been obtained.
. Also the PM has considered impact of the subject matter on the project, concurs that technical aspects of the correspondence represents an acceptable integrated design or concept for all l affected departments and is consistent with the technical i
aspects of the contract (Ebasco-Client) scope. l PM concurs that the correspondence is contractually satisfactory (Ebasco-Client) and is acceptable with respect to the project schedule and budget. 5.4.3 Date The correspondence date should be the same date as the date the correspondence leaves Ebasco. 5.4.4 Distribution 5.4.4.1 Copies of correspondence shall be distributed by the PM within Ebasco as required by the Project Distribution Schedule. s-i Ebasco Services tacorporated eteoso/s.a t
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CAfgeomy PaoasCT PAGE b OF 12 l PROJECT PROCEDURE NO. PJ-2-CP TITLs bassNO DaTE ONCAHOE 7,7,$, ," October 10. 1986 mEP6 ACES tsswE op March 25, 1986 1 5.4.4.2 The Project Coordinator is to receive blind copies of all outgoing correspondence as applicable. Open copies of outgoing correspondence shall be in accordance with the standard distribution agreed upon.by the Client and Ebasco. Blind copies are added on a case-by-case basis by the PM. i l ' 5.4.4.3 Attachments 1 and 5 depict the typical' flow of outgoing correspondence. 5.5 Oral Communications 5.5.1 Project Team Although the Project Manager is responsible for all interaction, ' it is desirable and necessary that other members of the Project Team develop and maintain contacts with comparable members of the client and other agencies. These contacts may be oral as well as by formalized communications. 5.5.2 Documentation . When a Project Team member contacts the client, he shall prepare notes on Form 11046 (record of telephone conversation) of significant items discussed or agreed upon and make appropriate distribution, including the client. The Project Manager, client and other team members involved must be kept informed as warranted by the circumstances. If a team member proposes to make a particularly important phone contact, he should discuss the subject with the PM prior to making the call. The PM should participate in all client conversations which involve schedule, cost, or Ebasco contractual obligations and decisions documented with copy to client. !
. 5.6 Follow-Up The PM shall note in the client Log Book the responses to action assignments, by letter file number and date. The Project Coordinator shall maintain a follow-up of incoming and outgoing client communications requiring action and due date. On a continuing basis, the Project Coordinator shall monitor the preparation of responses by contacting the individual (s) assigned to prepare the response. At periodic intervals (generally biweekly) the Project Coordinator shall prepare lists of delinquent responses, either by Ebanco or outside agencies for subsequent handling by the PM.
5.7 Filing Project Procedure PJ-1-CP shall be implemented for correspondence falling within its scope. Other correspondence shall be retained by the originator until project completion and then transferred to the Archival Files in accordance with Office Guides and Practices Manual, Section 35. Records O- shall be retained in accordance with Company Procedure A-39.
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cava.oav paosact paar 7 or 12 4- PROJECTS COMANCHE PEAK SES PROJECT PROCEDURE HO. PJ-2-CP ( paTE TIT LE Languo PROJECT COMMUNICATIONS "","g$sNo. October 10, 1986 aEPL A CES ISSWE OF Ksrch 25. 1986
6.0 REFERENCES
6.1 Office Guides and Practices Manual 35 Preparation for Storage of Project Documents 6.2 Company Procedures - Administrative 25 Teletype /Telecopier Services A-39 Record Retention Requirements 6.3 Company Procedure - Nuclear N-2 Reporting a Deviation / Noncompliance to the NRC i 6.4 Project Procedure O PJ-1-CP Project Filing System (Q 7.0 ATTACHMENTS 1 - Handling of Client Correspondence 2 - Communication Record 3 - Comanche Peak Distribution Memorandum 4 - Handling of Incoming Correspondence to Department Having , Purchase Order Responsibility 5 - Handling of Outgoing Correspondence to Vendors, Regulatory Agencies, Etc. l l i 1 1
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**or 8 or 12 P3-2-CP 7gygg 6ESEND DATE A.IN DIC A T ES PROJECT COMMUNICATIONS mEvisto" October 10, 1986 RL *6eCES ISSwE OF March'25. 1986 ATTACHMENT 1
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I l l Na me i 1 14tter only I i 14tter l Attach lf l l 1 I I li i i ll l l l I 1 il i l - i II 1 1 I I 1101 1 1 I I i Project Eng Mgr. 1 E0 l llTl I l l l l 1 l lHl i l I s i Civ1114 4 i Rs i 4 l lEl l l iIl l I i 111 i l l T l Civil lead i PP 1 11Sl l l l \ LEI i ' I Ii i I u I l l Unit 1 CTH Frogras l MS I Il l l l l l l Manager l I l EbaSco Services Incorporated L - - , ._ --. -
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