ML20198K511
| ML20198K511 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak |
| Issue date: | 10/31/1979 |
| From: | Murray B TEXAS UTILITIES SERVICES, INC. |
| To: | |
| Shared Package | |
| ML20197J316 | List:
|
| References | |
| FOIA-85-59 CP-EI-4.5-3, NUDOCS 8606040043 | |
| Download: ML20198K511 (7) | |
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ISSUE TEXAS UTILITIES SERVICES INC.
INSTRUCTION REVISION PAGE
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NUMBER DATE A
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10-31-79 I Of 7 FIELD SUPPORT DESIGN GROUP DESIGN REVIEW INSTRUCTION PREPARED BY//
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FOR FIELD ANALYZED
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PIPING AND SUPPORTS APPROVED BY u R
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1.0 REFERENCES
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1-A CP-EI-4.1-1, Field support design group design control instruction 1-8 CP-EP-4.5. Design verification 1-C EDS. Report No. PAD-78-002, Alternate cr,iteria for pip-ing analysis and support design 1-0 2323-MS-46A, Nuclear safety class pipe hangers and sup-ports (f
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- "'"^f HISTORICALFILE
,This instruction establishes the methods by which design
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review will be performed on all design documents relating to field analyzed piping and related support structures.
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2.2 SCOPE This instruction is applicable to all original design work and revisions performed onsite by the field-analyzed piping and support division (FPSD).
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2.3 RESPONSIBILITY It shall be the responsibility of the group supervisor I
to ensure that design review.is perfonned in accordance
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with this instruction.
2.4-DESIGN INPUT 1 :
2.4.1 Any reference material required to perform a design review 1
which is maintained off-site will be provided by the design
. organization responsible for such material. This includes-1, criteria, data, calculations, procedures, etc.
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REVISION PAGE i 1 I.-
10-31-79 2 of 7 II
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2.4.2 Revisions performed by the FPSD which will have impact on I
criteria, data, calculations, etc., held by other design l 'l'-
organizations will be fonvarded to, and approved by, that organization prior to design review of such revisions.
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See section 4.1 for exception.
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!I 2.5 PERSONNEL QUALIFICATIONS
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i 2.5.1 The group supervisor will maintain a list of engineering
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personnel authorized to perform design review.
I' 2.5.2 Authorization of personnel shall be based on experience.
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performance and overall job knowledge.
I 3.0 INSTRUCTIONS, ORIGINAL DESIGN 3.1 ALTERNATE ANALYSIS QUALIFICATION OF P! PING 3.1.1 Design review shall verify comp 11anca with reference 1-C.
I 3.1.2 Verification shall include ccncurrence with all assumptions.
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stated on the qualification package cover sheet and valid-
'"j tty of all input data provided by outside design organiza-e tions.
3.1.3 Design review completion shall be signed off in the appro-priate block (0.R.) on the cover sheet (Fig.1) i 3.2 SUPPORT LOCATION ISOMETRIC DRAWINGS
.2.1 Design review shall verify that the spans, typical supports and other infonnation given on the drawing reflect the l ".-
requirements of the corresponding analysis.
i 3.2.2 Design review completion shall be signed-off in the design review log (Fig. 3, Ref. 1-A).
SUPPORT QUALIFICATION PACKAGES 3.3 i
3.3.1 Design review shall. verify compliance with all applicable e
codes and standards as delineated in Reference 1-0.
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NUMBER REVISION PAGE DATE
- *r CP-EI-4.5-3 0
10-31-79 3 of 7 8 '1 i ni
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3.3.2 Verification shall include concurrence with assumptions ly*
and methods of analysis.
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3.3.3 Design review completion shall be signed off in the appro-
'., j priate block on the cover sheet (Fig. 2)
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3.4 SUPPORT DETAIL SKETCHES
! r..Nl 3.4.1 Design review sha.11 verify that minimum / maximum dimensions R
and loads reflect the requirements and limitations detemin-ed by the analysis of the structure.
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3.4.2
. Verification shall include concurrence with the concept of
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I the design L
3.4.3 Design review completions shall be signed off in the design review log.
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3.5 SPECIAi. TASKS
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3.5.1 Design review of special structural designs, done 'as a service for outside gro' ps, shall be perfomed per 3.3.
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Drawings generated by the FPSD for these drawings and/or j
7 issued by the FSDG Document Control shall be design reviewed per 3.4 4.0 INSTRUCTIONS. REVISION WORK
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4.1 ASE SECTION III. CLASS 1 l'
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4.1.1 Design review shall apply to structural or dimensional changes and deviations authorized by the FPSD to effect Installation of 2" 9 and smaller supports.
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4.1.2 Any calculations performed relating to the revision are
?J subject to design review per 3.3.1 & 3.3.2.
.q 4.1.3 Design review sign-off shall be documented on a Class I fj Revision Log (Fig. 3) and maintained in the Class I y;.)
Revision File.
4.1.4 Ultimate sign-off and qualification shall remain the
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,I CP-E I-4. 5-3 0
10-31-79 4 of 7 1 i.
j,j 4.2 ASME SECTION III CLASS 2 AND 3. AND SEISMIC CATEGORY I i'.!
4.2.1
. Design review shall be performed on portions of the drawing, I.d sketch or calculation revised. This shall include verifi-cation that unrevised areas shall not be impacted by the j}
change such that those areas become invalid or inadequate.
lN 4.2.2 Design review sign-off shall be documented as per Section 5
3.0 of this instruction.
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10-31-79 6 of 7 i
i eo FIGURE 2 lt I OEIIW SAST3
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