View source for GO2-83-973, Forwards Responses to NRC 831014 Request for Info Re Notice of Violation Transmitted W/Ie Insp Rept 50-397/83-38, Including Info Concerning Quality Class I as-built Program, Calculations & third-party Assessment of Pipe Supports

{{Adams
| number = ML20081J177
| issue date = 10/26/1983
| title = Forwards Responses to NRC 831014 Request for Info Re Notice of Violation Transmitted W/Ie Insp Rept 50-397/83-38, Including Info Concerning Quality Class I as-built Program, Calculations & third-party Assessment of Pipe Supports
| author name = Carlisle C
| author affiliation = WASHINGTON PUBLIC POWER SUPPLY SYSTEM
| addressee name = Martin J
| addressee affiliation = NRC OFFICE OF INSPECTION &amp; ENFORCEMENT (IE REGION V)
| docket = 05000397
| license number = 
| contact person = 
| document report number = GO2-83-973, NUDOCS 8311080336
| document type = CORRESPONDENCE-LETTERS, INCOMING CORRESPONDENCE, UTILITY TO NRC
| page count = 264
}}

=Text=
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                                                            .         "f Washington Public Power Supply System P.O. Box 968 3000 George Washington Way Richland,Wagi on]9352 ;(509)372-5000 Docket No. 50-397
                                                          ?.51           .
October 26, 1983 G02-83-973 Mr. J. B. Martin Regional Administrator U.S. Nuclear Regulatory Commission Region V 1450 Maria Lane, Suite 210 Walnut Creek, CA      94596 Subject     :     NUCLEAR PROJECT 2 NRC INSPECTION REPORT 50-397/83-38 NOTICE OF VIOLATION Reference :       (a) Meeting with NRC on October 14, 1983, in Bethesda, Maryland Attachments 1 and 2 are transmitted herewith in response to a request made by Mr. R. T. Dodds at reference (a).
Attachment 1 is a response to NRC Inspection Item 83-38/02, Quality Class I - As-Built Program, provided to the Resident Inspector at WNP-2.
Attachment 2 contains representative calculations, including some worst case conditions, performed by Stone and Webster during their performance of a third-party assessment of QCI and QCII/ Seismic I as-builts for WNP-2.
If you have any questions or desire further information, please contact Hugh Crisp at (509) 377-2522, extension 4661.
ri          82A Program Director, WNP-2 HAC/fl Attachments:     1 and 2 cc: Mr. R. Auluck, NRC, Bethesda Mr. R. T. Dodds, NRC RV Mr. R. F. Heishman, NRC I&E Mr. A. D. Toth, NRC Resident, WNP-2 8311080336 831026 PDR G
ADOCK 05000397 PDR l                                                                                & )

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v 10 NRC FINDINGS / CONCERNS Cic flNUATION SilEET D
Pa, (9     of 1 NRC REPORT NO. 9 3 - 38/c a.
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R: port No.                     83-38/02 Paragraph                                                                            u          n    n    n                      espons M lih bb                   Unresolved                   H. Boarder      x 6840 Report Date                                                                                                                    Bechtel Engineering /
8-30-83                                           D. Cosgrove x 6826                           BRI Engineering ITEM DESCRIPTION                                                       ITEM STATUS 5.b flechanical Construction - (2.) Quality Class I - As-Built Program Does Not Successfully Provide Identification of           As of 9-21-83:
Discrepancies Corrective action for this inspection item encompasses The adequacy and accuracy of the piping / support as-built        three programs.
program had been challenged by NRC regional inspectors, and licensee corrective actions taken as discussed in NRC         o Evaluation of the as-built program to determine inspection report number 50-397/83-05 paragraphs 5, 6.a,              the causes of the deficiencies and provide a generic 6.d and 6.e. The licensee's actions had included identi.              fix to prevent recurrence, fication, training, testing, and certification of personnel authorized to perform field as-built drawing            o   Implementation of an as-built reverification program to updating; checking of results of individual as-built                 evaluate both the NRC CAT inspection sample and an ex-engineers; audits of program performance; and feedback                tended sample reinspection performed by the Supply to management and individuals. Work done prior to the                System.
updated program was sampled for each individual who did such work, and re-performance of the as-builts was                o  Assignment of a third party group of engineers to scheduled for cases where the sample showed unacceptable             perform an independent assessment of the as-built discrepancies. Reasonable management attention appeared              program.
to have been applied to assure adequate performance accuracy by the as-built engineers. Audit results for             1. The evaluation of the as-built program identified program implementation did not reveal significant errors.              five general causes (areas) for the deficiencies identified by the CAT Inspection. A synopsis of In Table III-2 and III-5 of inspection report 50-397/83-29             this evaluation and corrective action taken is the NRC CAT inspectors identified several discrepancies                documented in the Supply System "As-Builting -
* between the as-installed piping supports versus the                    Quality Class I Pipe Support" Summary.
latest as-built drawings. For thirty Bechtel large bore dnd Gilbert-Commonwealth small bore pipe supports checked:        2. The as-built reverification program has been five incorrect dimensions (large bore as-builts RilR-415,              completed. A sunmary of this program and the RilR-563, LPCS-28; and small bore as-builts SLC-4474-ll                corrective actions taken is documented in the and 00-2533-2); two cases of undersize large bore support              Supply System "As-Builting - Quality Class I material (RCIC-21 and RCIC-952N); four undersize large                 Large Bore As-Built Program Evaluation" Report.
bore support welds (RilR-465 and LPCS-28); two large bore support concrete anchor problems (HPCS-16 and RilR-563);
and an incorrect material piece heat number on a large bore support (RCIC-952N). For piping isometrics, five of 89 dimensions appeared to have been incorrectly shown on the as-built drawings.

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R: port No. 83-38/02 Paragraph       5.b Report Date 8-30-83 ITEM DESCRIPTION                                                       ITEM STATUS The CAT findings show some weakness in performance by                3. The third-party review determined that the project Bechtel and Gilbert-Connonwealth field engineering person-                 QCI as-built program is acceptable and meets the needs nel, in spite of Bechtel management efforts to obtain                           e oject. This review is documented in the accurate work. Additional management action appears nec-                   tone & Webster ,, Engineering Inspection and Evaluation essary to ascertain sufficient accuracy of prior and future                  QC-I Pipe Supports and Small Bore Piping" Report.
as-built drawings. Such action appears to have been promptly initiated by the Supply System to resolve ,this matter, including assignment of a third party group of engineers to assess the as-built situation independently of Bechtel. (Unresolved items 397/83-38-02)
See Attachment 1 " Tables III-2 and III-5 of HRC Report 83-29.
1

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09/08/83 O
AS-BUILTING - 00ALITY CLASS I PIPE SUPPORTS DESCRIPTION OF CONCERN The NRC CAT inspected 30 pipe supports at WNP-2. This inspection identified errors or deficiencies in the previously compiled as-built information made by the constructor in 12 of the 30 pipe supports.
Also, an additional or extended sample of 72 pipe supports was inspected by the Project Quality Assurance organization. This review also                                                        -
identified errors'or deficiencies in the construction as-builting process. The NRC CAT concluded that the constructors "as-built" program, while identifying a number of hardware deficiencies, does not appear to be completely effective in that the NRC CAT findings and site sample findings indicate that additional deficiencies exist, some of which are considered significant to the NRC CAT.
]
The NRC CAT concerns with the project as-built program covers five general areas:
A.       Measurement and recording errors made in identifying potential hardware deficiencies during the constructors walkdown inspection                                                   '
and preparation of as-built drawings.
B.        Interpretation errors made in identifying potential hardware deficiencies during the constructors comparison of the QC I hanger 1
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 ;                                 as-built deviations from the design using the allowable h                               construction tolerances in Burns and Roe (BRI) drawing H-501.
C. Exclusion of pipe supports categorized as Supply System Quality Class II, Seismic Category I from the project as-built program.
D. The location of ASME-NF/AISC code jurisdictional boundaries.
E. Exclusion of pipe whip restraints from the as-built program.
PROGRAM TO RESOLVE CONCERNS T
A. Measurement and Recording Errors The purpose of as-builting pipe supports and restraints is to assure that the "as-built" installations are within the design envelope as required by NRC I & E Bulletin 79-14. This is accomplished by the constructor performing actual in-situ measurements of specific attributes of the installation and reporting the results to the A/E when the as-installed attribute exceeds a specific value (or tolerance). Specific attributes that require inspection and measurement to assure that the installations are within the design envelope include:
o Pipe run geometry o Valve type, size and location o Valve operator type and orientation o Size, type and location of other concentrated weights
    )                                                               2 l
                                                                                                           ?
t

o Pipe support (hanger) type, location, orientation, size,
     .             and general assembly details.
To meet these requirements, it is not required that measurements be taken and/or recorded for all attributes associated with a piping system and its supports, nor is it necessary that all attributes need be measured to the same degree of accuracy. Accordingly, the A/E must specify:
: 1) Those attributes that require in-situ measurement
: 2) Thos'e' measurements that require recording
: 3) The measurement accuracy required for each type of attribute
: 4) Deviations from design that are required to be identified to the A/E for reconciliation with the design.
At the time of the NRC CAT inspection, the A/E had specified measurement and submittal requirements. Upcn post NRC CAT inspection review of these specification requirements, it was determined that these requirements were causing implementation l        anomolies. As a result, the specification requirements in these areas were changed to:
: 1) Consolidate all as-built program requirements into one section in the specification (previously the as-built o                                        a

requirements were scattered throughout many sections of the h                specification)
: 2) Delineate the deficiency submittal to the A/E requirements in more detail
: 3) Better specify measurement tolerances that are consistent with the ability of the constructor to measure the attribute with a high degree of repeatability while assuring the precision required by the A/E for various categories of attributes.
t In addition, a detailed engineering evaluation was made of QC I hanger measurement, recording and interpretation errors (See Section B, Interpretation Errors). This evaluation was made by Bechtel Engineering personnel from San Francisco who were independent from the project and experienced in evaluation of as-built deviations. This evaluation consisted of developing criteria consistent with code, specification, and I & E Bulletin 79-14 requirements, determination of the effect of each deviation identified in the NRC CAT and site QA samples on the design on a case-by-case basis, and consideration of the generic impact of the deviations.
This evaluation is attached. The evaluation was reviewed and compiled by Bechtel Engineering at the WNP-2 site and was reviewed and approved by Burns and Roe. The evaluation results can be briefly summarized as follows:
 ).                                       4

1 o  None of the deviations (measurement, recording and h                                  interpretation) impact the design, function, or operability of the specific hanger t
o Some of the items noted in the evaluation are of a concern generically because of their potential impact on the function of the hanger. These items are:
                                      -          Coldset of snubbers - snubber / strut pin-to-pin dimensions
                                      -          Offsets in rods, struts and snubbers
                                      - Clearances / gaps in box-type hangers.                                                                                      r All of these items of concerns are hanger attributes that are subject to change over time due to hanger set and balancing, ambient temperature changes, thermal shakedown, system operation, etc. Because of this, these items are rechecked by the startup organization, after the constructors as-built program is complete, as part of the WNP-2 Section XI preservice inspection program. The evaluation also identified cases of loose nuts, missing bolting j                            locking devices, and missing washers. These items are not items that need be as-built, but their installation may be critical.
This general item is being addressed as part of a project
!                            corrective action program dealing with bolting and fasteners.
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B. Interpretation Errors (3.
%.J The NRC CAT identified that errors were being made in not identifying hardware discrepancies when the constructor evaluated as-built deficiencies against the allowable construction tolerances in Burns and Roe drawing H-501. To resolve this concern and to minimize the interpretation errors:
     .                1) The A/E defined in greater detail the requirements as to which as-built measurements need to be reviewed by constructor against drawing H-501 prior to submittal to the -
A/E/
: 2) Drawing H-501 was revised by the A/E to clarify specific g                         details that were being misinterpreted.
: 3) The constructor re-reviewed all hanger as-built measurements required by the A/E to be reviewed against H-501 prior to submittal and corrected the errors made during previous reviews. The constructor's field engineers chosen for this task were experienced at making these evaluations and were specifically retrained for this task.
: 4) The process was independently audited by a Bechtel San Francisco Engineering Staff senior engineer experienced in design requirements.
O                                                e
: 5) An engineering evaluation was made of all interpretation
()
errors identified in the NRC CAT sample. None of the errors were found to impact the design, function or operability of the specific hanger.
C. Exclusion of Pipe Supports Categorized as Sucoly System Ouality Class II, Seismic Category I From the Project As-Built Program The NRC CAT concern is essentially the same as NRC resolved item 83-05/05. The root issue was whether or not pipe supports on non-safety related piping which would otherwise be classifed Non-
* Seismic Category I, but whose f ailure could reduce the functioning of items important to safety (Seismic Category I) are to be as-built under the requirements of USNRC I & E Bulletin 79-14. Letter
{}              G02-83-622 to NRC Region VI, dated July 15, 1983, transmitted the Supply Systems' position with respect to this issue. The issue was subsequently closed and the position that I & E Bulletin 79-14 does not apply to this category of piping and supports therefore accepted.
O. The Location of ASME-NF/AISC Code Jurisdictional Boundarie.;
l                 The projects response to this issue is being addressed in responses to NRC Notice of Deviation 83-22 (Item 82-18/02) as contained in the Supply System letter G02-83-701 to the NRC Region V, dated l                 August 5, 1983, and in response to NRC NRR question 110.44.
      )                                                 7             -
l

E. Exclusian of Pipe Whio Restraints From the As-Built Prooram
   .O V*
Burns and Roe Engineering will (as part of their final pipe break and missile hazards in-situ walkdown) measure, record, and reconcile with the design all as-built locations of pipe whip restraints with respect to the piping. This is being done even though a sampling demonstrated that the locations of pipe whip restraints are located within a reasonable tolerance of their design location, that the restraints are demonstrated to be conservatively designed, and that no code, specification or regulatory requirement exists to require that these items be      -
as-built rec'o'nciled with the design.
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       .'                                                                      s[]       ICOOEt i PnCJEC~ ENGINEENewG ClitEC*TVE                         .I BURN 5 AND 110E,INC.                             PRCUECT                     :I1li 141lLSI l-iHI l-l W 181 51 I l N                                ENGINEERING
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* I : I e i 7 o 31 e isotsti12st:tiettsi NUCGAR PRCUECT                               DIRECTIVE           *
                                                                                          "DATE I6 t7 1/}p b :/) p l2 g'N          Xisit? Cn(tietto Xm ps
* C O' REASON FOR P. L Q.:                                                                       _,.m.
: 1. To clarify Specification 2808-215 As-Buil t                  Rw ey- e ea1. +                        3 wy T.ftd requirements.                                                 MhMd:m; . c.aten (wpoisi,.Thw
: 2. To provide 215 contractor with concise As-                                          REFERENCES                                 i Built Heasurenent Tolerances.                                  SUEJECT As nu f1t snee Devision                                i LOC.ATION                Various                             t
                                                               .                       ENG. SYS*Fu                    33   47. /-p3 /g.o .py TRANSMTTED FOR DOC CLOSED             F5*           5"               = Nmu CUALW CLASS I & II                       $24:o-pf3 AND DRAWING UPDATE ONLY                                     _
CRIGINATING necues t tro.T a.
_ wonnsOn DOC:.MENTS             h5{
esolve NRC i
DESCRIP 10N CF WORK:
: 1. Void the following PEDS:              215-H-G633                            215 u w?57 215-H-N959                            215_ .v455 l                          2. Revise Specification 2805-215, Section 151 as inti:au: cr.snee: 4                                                        l througn sheet tSof this DC,                                                                                              i a                                                                                                                                             :
Revise Soe:i'icatior. 2805-I'.5. Se::i:r *.55 as i-:':a e: :- s~ee. %
: 3.                                                                                                                              l tnrougn snee:ISof this :C.                                                                                               i
: 4. Revise Specification 2108-215, Section 15R as indi:ated on snee:                                                          I through sheet 21 of this Dr i
: 5. Itevise        h%on 2S08-215, SeWem IC as b&ic.eed em s'nect 72                                                  -        l (A -Yni%       D.
                                        ~
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3.11                  As-Built Drawines Confirmation 3.11.1                General Requirements O                                   Contractor shall provide confirmation to Owner that the component / system installed configuration is in compliance with the Issued for Construction drawings.
Confirmation scope, for purposes of as-builting, shall include tne following drawings as provided by the Owner:
: 1. Piping Erection Diagrams (Piping Isometric Drawings).
: 2. Support Detail Sheets (Hanger Detail Drawings).
Contractor snall confir= the installed configuration for the aferementioned crawings for pipe anc :':>e supports tnat fall under the following cate; ries:
: 1. Quality Class I.
: 2. Quality Class II wit.hin Quality Class I/:: An:nor Groups.
: 3. Quality Class II interfacing wit, 0 ali:3 '" a s s : ': :
Anchor Groups.
4      " Inaccessible" (Piping enif)
                                             ":na::essi:le' is ce' ec as a) Buried, Embedded or Suboe gec.
b) Located in any of the Ina::essi:'.e
* eas ce'inec under Article 2.0 of WN:-2 Pr je:: :ns tru:: ice PMI 6-C entitled, "As-Builting Progra- Re:uirements".
l 3.11.2.1 Quality Class I Items Contractor shall previde to the 0.nner redlire r.a-k-u s of the Piping Erection Diagrams listed or :ne B:.: As-5 iit Scoping List indicating the insta'.iec cor#igu-a icr. c' all iten:s on the drawing regardiess of wae:ne- Or rc ne installed configuration is withir. :ne cons: u::icn tolerances provioed by tnis Specificati:n.
Contractor shall provide to the @ner confirr.ation of the l
installed configuration for the Support Detail Sheets
'                                       listed on the BRI Hanger and Isometric Final As-Built Tracking List. Confinnation shall indicate that the
             ~
installed configuration is within the construction tolerances provided by this Specification.
l
  -                                                                 15A-15a EE* OOC PcN                                     AFi    M/A              l  WPPSS NUCt. EAR PRCJECT NC.
N/A PAGE isA-15a **R4 3 .11        l      BURNS AND ROE. INC.
CFF SPE: sEcTcN [5A CEF OWG            yg                             owG ZONE                 PEo 215-M-WB51 ise 5 o*22 l
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Contractor shall provide to the Owner confirmation of the installed configuration for the Small Diameter Piping and Pipe Supports listed on the As-Built Isometric Status Tracking List q                         (ISTL). Confirmation shall indicate that the installed V                        configuration is within the construction tolerances provided by this Specification.
The measurement tolerances to be applied to the Contractor's as-built confinnation of the above items is provided in ATTACHMENT 9 entitled, "AS-BUILT MEASUREMENT TOLERANCES" of this Specification Section.
The as-built representation of welds on the Support Detail Sheets shall meet the requirements of ATTACHMENT 10 entitled,
                            " APPROVED METHOD FOR THE AS-BUILT REPRESENTATION OF COM: LEX WELOS" of this Specification Section.
3.11.2.2 Quality Class II Items Within Quality Class I/II Ancher Groups Contractor shall provide to the Owner redline mark-ups of the Piping Erection Diagrams listed on the BRI Hanger and Isornetric Final As-Built Tracking List indicating the installed configuration of all items on the drawings regardless cf wnether or not the installed conficuration is within tne cor.stru:: ion tolerances provice: :y tnis Specification.
Contractor shall pnvice to tne Owner co #i a:ict cf :ne k                         insta:1ec can'igara:i:r f:- :ne Su::e-: eui         Snee _s 7 isned en :ne F: -ange- at :s:ce .-ic riri A.s-5. :: 7-a:k'n; .ist.
i                           Con #irma:icn snali incica .e :na: :ne insu:lec cc .'icu-a: ion l                           is witnin the const uction tolerances previced by Inis Specification.
                           .Contracter shall provice to the Nner confir-ation of :ne installed configuration for the Small Diameter Piping and Dipe Supports listed on the As-Built Isometric Status Tracking List (ISTL). Confinnation shall indicate that the installed configuration is within the construction tolerances provided by tnis Specifica:icn.
l                           The measurement t:lerances to be apolied to the Contracter's as-buil confirmation ci the above itets is p-ovicec in ATTADMENT 9 entitlec, "AS-BUILT MEASURE. WIN TOLERANCES' of this Specification Section.
The as-built representation of welds on the Support Detail
'                           Sheets shall meet the requirements of ATTACHMENT 10 entitled,
                            " APPROVED METHOD FOR THE AS-BUILT REPRESENTATION OF COMPLEX WELD 5" of this Specification Section.
f              ,
15A-15b O'
ne coc acs                          an                         wress NUCt.EM PHCJECT NC. 2 g/A                     n/A               l
                                     **GE15A 1sb **A4 Agt          l       BURNS AND ROE. INC.
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* g         gan l/g/gg          A               m LE AS-Butt NA IEF ionn             aan%9/n ^~= dEE-         oan7 /ahr, sPecmcxTW mtS\cm

3.11.2.3 Quality Class II Items Interfacing With Quality Class I/II Anchor Groups O                        Contractor shall provide to the Owner redline mark-ups of the Piping Erection Diagrams listed on the BRI Hanger and Isometric Final As-Built Tracking List indicating the installed configuration of all items on the drawing regardless of whether or not the installed configuration is within the construction tolerances provided by this Specification.
Contractor shall provide to the Owner confirmation of the pipe support orientation with regard to the piping (i.e.:
angle with regard to North-South, East-West or vertical directions) and the pipe support function (i.e.: Spring, Sunbber, X-Y Rest-aint) for those supports listed on the BRI As-Built Sco::ing List.
Contractor shall provide to the Chener confinnation of the installed configuration for the Small Diameter Piping and Pipe Supports listed on the As-Built Isometric Status Tracking List (ISTL). Confinnation shall indicate that the installed configuration is within the construction tolerances provided by this Specification.
The measurement t:le-ances to be applied t: :ne Contra: o 's as-built confirmation of the above itecs is p-ovicec in A*TACriMEN~ 9 entitlec, "AS-BUILT EASUP.ETr 70 EW:E5" h)                       of this Speci#icatice Section.
3.11.2.4   "Inac essi::le' : eas Contractor shall provice to the Chrner redline mark-ups of the Large Diameter (      2h") Piping Erection Diagrams only.
This information will not be included in :ne Owner's As-Built Verification Program unless otherwise required by sub-paragra:n 3.11.2.1 and 3.11.2.2 above.
Tne measurement tolerances to be applied to the Contractor's as-built confirmation of the above items is provided in AHADiMENT 9 entitlec, "AS-BUILT MEASUREMENT TOLERAN;ES"
(                          of this Specification Section.
1 l
15A-15c CEr Occ ac*                         ""    M/A                  WPPss NUCUEAR PROJECT NC. 2 M/A                                      I RF8 sMC sEcTioN }g           p4GE 15A-154 ** ~d.11          l       BURNS AND ROE. INC.
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             =
ATTACHMENT 9-AS-BUILT MEASUREMENT TOLERANCES THE FOLLOWING MEASUREMENT TOLERANCES ARE TO BE APPLIED DURING THE CONTRACTOR'S AS-BUILT CONFIRMATION OF THE ITDG LISTED WHEN REQUIRED BY ARTICLE 3.11 0F THIS SPECIFICATION SECTION.
THE BELOW STATED MEASUREMENT TOLERANCES ARE THOSE REQUIRED BY THE OWNER AND ARE TO BE USED BY THE CONTRACTOR IN DETERMINING ACCEPTABLE MEASUREMENT TECHNIQUES AND THE ACCEPTABILITY OF ANY REMEASUREMENTS.
THE TOLERANCES ARE GIVEN IN RECOGNITION THAT AS-BUILTING IS ACCON-PLISHED WITH STANDARD MANUAL EASURDOri TOOLS SUCH AS RULES, TAPES, PLLMBBOBS AND THAT EASURDENT ACCURACY IS FURThER LIMITED BY LACK OF ACCESSIBILITY.
: 1. PIPIMG ERECTION DIAGRAMS Characteristic Measured                                             Toleran e a)    Axial Piping Dimensior.s                      i 2 inches or 1 h the nominal pipe diameter, wnichever 1s less rest-ictive                                                     1 b)    Pipe Suppo- Locations                         Same as abcve e                   c)    Penet-atioe Cles-ances
: 1. Dimensions less than or                       1/8 inch equal to 2 inches i
Dimensions greater than                - 1/4 inch 2.
,                                         2 inches                                               .
d)    Valve Stem Orientation
: 1. Power opeeated valves                  1 6 degrees in other than vertical pipe runs
: 2. All other valves                             15 degrees e)    Elevations and dimensions                     May be estimated from pipe to builcing column lines 15A-219 O ne 00C       acu      y/4                     nF6 M/A                  l        WPPSS NUCt. EAR PROJECT NC. 2 RF8 SPtC Sect O"                                                                            BURNS AND ROE, INC.
ISA          PAGE )$A.% PMA Ann 9 l res owc         ufg                         owo zo=E                     pro g,tg.g.wggg               l swr g                   o'21.
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Characteristic Measured                             Tolerance
: 2. SUPPORT DETAIL SHEETS A
(1-               a)  Structural Member Dimensions
: 1. Dimensions less than          + 10% of dimension but not or equal to 5 inches           Tess than 11/32 inch
: 2. Dimensions greater than       i 1/2 inch or 1 4% of di-5 inches                      mension, whichever is less restrictive b)   Component Hardware Dimensions
: 1. Pin-to-pin dimensions                  + 12 inches for Rod and Spring Supports            - 3 inches
: 2. Pin-to-pin dimensions for              ; 1/5 inch Snubber cold setting
: 3. Pin-to-pin dimensions for              1 /21   inch or 1 4% of dimen-Rigid Sway Strut Assemblies             sien, wnichever is less res trictive c)   Clearances / Gaps
: 1. Dirensions less tr.an or                   .2% :' cineesiens :.: nc-ecsal :: 5 incnes                      "e s s : a -   ,1. 2 i nc-
: 2. Dimensions g ea.er tnan                - % n: :- _ 41 ef cine -
5 inches                                sien, wn":never is less res trictive d)  Structural / Base Plates
: 1. Length and Width                       1 1/4 inch
: 2. Thickness                               + 1/a inch
                                                                     - 0 inch
: 3. Eccentricity c' attaching             1 1/4 inen member (s) e)   Base Plate Anchor Belts
: 1. Bolt hole center-to-center            ; 1/4 inch dimensions l             .
: 2. Bolt hole edge-to-edge                i 1/8 inch l                            of plate 15A-220 0   cEr coc m        N /A             ni u/A            l    WPPS$ NUCLEAR PRCJECT NC. 2 CFF SPEC sECTION \%        PAGE ISA TZo **RA ATTAcw 9 l             sURNS AND ROE. INC.
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A lE WTA c^"hi/d^" piiiiE-              o^nN/O      SP5ClFiCA7iCM RENI6 ION  .

Characteristic Measured                        Tolerance
: 3. Bolt hole diameter                   + 1/8 inch O                                                              - o 4ach
: 4. Bolt washer thickness                + 1/8 inch
                                                                 - 0 inch f)  Angular Dimensions                       + 3 degrees g)  Weld Sizes                               + infinity
                                                                  - 1/32 inch l
15A-221 GEr OOC PCN                      AFI N/A                 WPPS$ NUCLE.AR PRCJECT NC. 2 Q/A                                  l IFF sPfC sECTION y//       PAGE 15A 27.1 Pa* AMAC,u 9 l          sURNS AND ROE. INC.
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1 ATTACHMENT 10 APPROVED METHOD FOR THE AS-BUILT REPRESENTATION OF COMPLEX WELDS CONSTRUCTED COMPLEX WELDS FOR PIPE SUPPORTS ARE TO BE REPRESENTED ON THE                                            ;
AS-BUILT DRAWINGS IN ACCORDANCE WITH THE FOLLOWING CASES, EXAMPLES AND NOTES:
CASEl          -
RE6uLAR. uMIFoRM WELD PROFILE A. WELD LE6 LEss THAM DESIGN l                   AS-ButLT To NDICATE 3
In            WELD LEG AS $~
B. WELD LE6 ' GREATER ' THAM DEGlGW
                                                                     ~
o AS-BUILT To IMO\CATE 3
S*    WELD LEG AS 6 v      a 1
CASE 7 -                  REhutAR TAPEEtED WELO P8toMLE
                                     ,                 _                                             AS ButLT TC IweicAM
                                                                                                                           ~
I                                                         5 6         WELD LEG AS ($-59 5-1                                                            e
                                                                                            "                                   2 c ,33 ,,y CASE B             IRREGULAR WELD PROFILE n
A S B u n.T T O iw o W E N                                                              5
                                                                                                   # wc_LD tro As S-
                         ~
15 A- 222
    ] co coe acw                      y /A                     an   M/A                     l    wPPSS NUCLEAR PROJECT NC. 2 lcF*snesactioN 15A                           a ct15A-222 **a. ATTAcu, tol                     sumus AND ROE INC.
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As ButLT l                                            . .   . ..v . i..: . _  n=.      -. ..m      . c.osm a t e me u micew t___..       - _ ,_ .--            -          _ .

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0 EXAMPLE 1
           ,                          ,           s+ y fg sy /                                         gsy
                                                                                                                       / EXCEPT s s soa z
y            e
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l                                                                             l 2                                                    %                                          2 t                                         .
bS /                                                 \                                     \
s-N                              5V                                    s-V s(see-sv    w Ts O s-y AS DEStGMED                          AS COMSTRUCTED                                As-BUILT RE:REs5CATOW V    ExAuP_s 2                           i                     r(sss e ab
                                                           - s'  .                       .                        _
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1          i                                       i!.                                                    l 4              :                             4                 l l                                              '
_    ______a                                                                                 ______.2
                                                                      \ (sse were s) sv                                           sV As DEstGMED                               As couSTRUCTED                           As built REPRE45uTATiou i
                                                           \5A-223 Q    CEe OOC P_"N         y/A                RF6 M/A                            l     WPPSS NUCt. EAR PROJECT NC. 2 CFr SPEC SECTICH {$ A            PAGEISA *TII ARe ATTAcu. \o l                              BURNS AND ROE. INC.
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NOTES:
C                 1. DESIGNATION LEGEND j                   S - WELD LEG SIZE AS SPECIFIED ON THE SUPPORT DETAIL SHEET.
S+- WELD LEG SIZE GAUGED AS LARGER THAN SPECIFIED ON THE SUPPORT DETAIL SHEET.
S~- WELD LEG SIZE GAUGED AS SMALLER THAN SPECIFIED ON THE SUPPORT DETAIL SHEET.
: 2. IN EXAMPLE 1 THE S -- S+ DESIGNATION INDICATES AN IRREGULAR WELD PROFILE AS PER CASE 3.
: 3. IN EXAMPLE 2. THE WELD REFERENCING THIS NOTE HAS A REGULAR TAPERED WELD PROFILE AS PER CASE 2.
: 4. IN CASE 2 AND EXAMPLE 2, THE MINIMUM PERMISSIBLE VAL'JES FOR S~
AND S' ARE AS FOLLOWS:
S~ k S-1/16" 5+ k S+1/16"
               ~
                                             \5 A - 224 O     EEP OOC PCN       g[g              AFI  M/A              l WPPS$ NUCLEAR PROJECT NC. 2 PAGEl M *I,Id **AAkTTACM,)c l       BURNS AND ROE. INC.
IF8 SPEC SECTIOos )$A rEs owo      g/g                    owo zo E               Peo215 M w851 {se13 0't.t.
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l f)   Applicable reference drawings and revision numbers (e.g.: B&R or Vendor flow diagrams, piping and
: g.                 equipment drawings.)
g)   Identification of all field welds by number, h)                      DELETED i)                      DELETED j)   Contract limits (as applicable) k)   Piping Code Group
: 1)   Quality Class c)    Seismic Category n)    Design Pressure o)    Design Temperature p)    Operating Temperature q)    Identificati=n cf flo:r and wall penetra:icas in-p)euc8a\\pDey      +
c' '~~~                            n
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b ADD 2:.5S1378 215                               I5u-6a                        Rev. 2,    10/1/81 her ooc
* M /A            a^   M/A              l     wPPS$ NUCLEAR PRCJECT NC. 2 lcn sesc seerio* 153        aacetS B fe a **ae 3.5.1    l         SURNS AND ROE. INC.
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2                                                                                                                    .
3.5.3 "As-Built" Drawing Confirmation
                                                                                 .m Contractor shall furnish Owner with "As-Built" Piping Erection Diagrams in accordance with the requirements of Section 15A, O                            Article 3.0, Paragraph 3.11.
* bpQ 1                                                                                                                               1 t>ECEPTE S
l l
A                                A 9215                                             ISB-Ba                                                 Rev.1, 5/14/82 l        ..
l AEP OOC #CN            g/g                       AFs M/A                                                 l    WPPSS MUCLEAR PROJECT NC. 2 KFF SPEC sEcTION \$$                      PAGEtS S 83        **aa 's.5.3                                      l         BURMS AMD ROE INC.
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L_
TABLE OF CONTENTS (Cont'd)                       9gt6
         ;4; .;; ;   Arr  .a   .m   .a '.       -.s  L :...                  ;    4:
e  - "::::
22............."        ..
      ,EXEIBIT 3     Installation Instructions for                           15R-48                   l Belleville Spring Washers EXHIBIT 4                                                           15R-54 EZHIBIT 5                                                          15R-57        2 h
215SRP223
          .!15                            ISR-il                  Rev. 2, 2/11/83 9                                 aFi                               WPPSS NUC1.EAA PftCJECT NC. 2 l me coc o         M/A                 M/A                    l
                            **ct 15R-l.l **aa                            BURNS AND ROE. INC.
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                                                                   - ~. . . . . . .. . . . e n u c nu

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O
                                                                                                                                       ..cn are Seismic
                                                                                     .ity Class II and G drilled-in concrete                                                                  ;
I nchors which are seismic Category I shall have                                                                               I their installation verified and documented by                                                                                   '
Q.C. or at Contractor's option, evaluated and documented by Contractors Engineering, in accor-dance wi h Paragraph 3.12.4 (a) above.
c)               Quality Class II and G, Non Seis=ic Category I
                          \                                 A minimum of 20% of the Quality Class II and G,                                                                                l Non Seismic Category I, drilled-in concrete anchors shall have their installation verified and documented by QC or, at Contract =rs option,                                                                             i evaluated and dec.:=ented by Contractors Engineering, in ace:rdance with paragraph 3.12.4 (a) above,                                                                                                                 j 3.13          ' As -5: :
* avines C ': 1
                                      = -- -
                                                                                          =q l
Contractor shall furnish owner with "As-Built"
                                                                                                                                                                           ^
                                                                                                                ' Supper              Detail Sheets in accor-i dance with the requirements of                                                                        -- -
dummmmmmmcause Section 15A, Article 3.0, . Paragraph 3.11.
            - .. -             ;__.                          m
                                                                                                                                      <                 ~
_     _       1 _-                 -
V 0215                                                                                            15R-31                             Re v. 1, 2/11/B3 8E EP ooc PtN M/A                                         AF8 M/A                                         l    WPPSS NUCLEAA PRCJECT NC. 2 lRFF SPEC SECTION $g                               # AGE \$I=$)                       PARA %,\%                                                 BURNS AND ROE. INC.
l lAuo*C                M/A                                        .
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ntractor may " As-Built" the *srge Diameter Supe .t Er         tion Diagrams in combination with the Lsrer h                      Diame r Piping Ert:ction Diagrams identified 'n Section            B, Article 3.0, Paragraph 3.5.3 . this Specifient. . Under this option, the                                ntractor is required to m t the "As-Built" requ ecents of both                                        ;
Specification S                 -ions (i.e.: Se             .on ISB and this            j Section).
j Dinensions shown on the                        uilt" Drawings shall be accurate to within the
* nces shown below.
l                              t, 10%       For the           ensions up             5".
                               ; 1/2*        For      ..e dimensions 5" and                larger.
9                      3 l'          .or the angle measurements.
i The           -Built representation of welds on the Sup -t D       ail Sheets shall meet the requirements of Exhi. ' '
_-      h_
3.14      Documentation (a)       The Contractor shall sub=it to the Owner the f c11owing documents , as applicable , in addition to others required by "'
g                        Co . tractor sha' '                                                          at-
      )                        tal and ce'~
requir
                                                                .s=ic      support mater. .
te of Test of filler metal and con-
                                          . sle inserts.
1
                               .4     Weld records.
                               .5     Weld repair records.
                               .6     Mendestructive test reports.
l                              .7      Shop test repcrts.
                               .8     ':
                                       . eld =aps.                                                         f)4
                               .9      As-builts.                                                           %I
                                                                '!?-22                   P.e c . 2, 3/17/83 l                 s215                                          .
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un/u/ss         _HfA N/A ll{ gWTA. oanVn/rq G oan'h@ **'C^i\*y MSCM                    _   _

y       ,
DIVIMON 1 SECTION 1C h            1.0      CONTRACT DRAWINGS DRAWINGS AND DATA The drawings listed below form an integral,part of the technical specification and Contract Documents; In addition to drawings listed herein, piping isometric drawings as listed in the Isometric Drawing Control Log (IDCL) and hanger detail drawings as listed in th'e Hanger Drawing Control Log (HDCL) are included as Contract Drawings under this Specification.
The Contractor shall ref er to the DCL issued bi-weekly, the IDCL issued bi-weekly, and the EDCL issued weekly under separate covers and make a part hereof , as the ref erence for the latest revision of the applicable contract drawings as listed in this section of the contract documents.
The Contractor shall perform work using the latest rev i-sion of the contract and information drawings and ref er to the DCL, IDCL, or HDCL for' identification of changes to the drawings which have been directed by the Owner, but have not been incorporated in the latest revisions of the drawings.
                                + --- .
Tne C0"tra:= s .a''
                                             =
                                                     -e#e- = xt- :ne BCv nan;e- ad-[pQ
                                                                                         =
{ )p                      :some d : Fina' As-5# : ea:c 9 List anc :ne Sma ' T ame _e-As-Bui : Isocie t-i 5:at s Tra:e ng Lis : 51 , issuec pe-icci:a: b under separate cove-s anc make a part hereof, as tne re'erence for the contract drawings to be included in the Contracter's As-Built Yerification Program per the requirements Division 15, Section 15A, Article 3.0, Paragraph                    ;
3.11 of tnis Soecification. =
                                                              +              _
Contractor shall revise arrangement drawings dimen-sionally to suit all equipment purchased by him at no additional cost to Owner. Revised dimensions shall be incorporated on shop drawings and submitted to owner for approval prior to purchasing any ee- '                                    effected by thes e rev is ier.s .
Drawine No.                 Rev.
807 1C-1                   Rev. 41, 11/8/82 6215 Er coc ecN                           m       M/A                             l  WPPSS NUCLEAR PROJECT NC. 2 N/A BURNS AND MOE, WC.
RFF SPEC SECTioN ]C               #AGEjC.]         PAM l.O                        l cu owo                                      owc zone                                Pro 215 - R 'N8 sl ; se 22 052 2 k/A W
                                                                                   ~
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Washington Public Power Supply System 3         P.O. Box 968 3000 GeorgeWashington Way Richland, Washington 99352 (509)372-5000
  .)
August 30, 1983                                           Responds to: N/A WPBEC-C0500-F-83-3119                                     Response required by: N/A Mr. J. Newgen Construction Manager Bechtel Power Corporation P.O. Box 600, Caller Service Richland, WA 99352

==Subject:==
NUCLEAR PROJECT 2, CONTRACT-C0500 PED TRANSMITTAL PED-215-H-W851 9      The attached Project Engineering Directive (PED) is forwarded to you for
       " DOCUMENT CLOSE0VT AND DRAWING UPDATE ONLY". Do not implement this PED unless specifically d1rected by the Sunnly System Test and Startup Department.
lh G.K. Afflerbach, (988U)
Test and Startup Manager GKA/lh g g g-- g u g BECHTEL POWai CCapcaA7;ag 3o AUGj){1983 JOB NO.14631 n
v

q I                                                  g , sjcE         IMCJ~CT ENGMEERING CIREC*tvE f :i. 9 ?.ND RCC.tNtk 11                                                                         PROJECT                                A l 2I'      III I 16     I"INI I~IWl9143I
                             .MPSE                                                                                                    t12 . 214Iiie ? L si e usotulutussettst NUCLEAR PRCJECT ENGINEElHNG DIRECTIVE h 'IJ           DATE loh l/I2 % /l3 l3 m2 g                                                                                                                             X i.iurX iso. X =Im INFCMs4ATCN                                   34Er71 QF 3 rit     ':N i OR P. E. D.:                                     .
copigg H , 3 u o rie,,iu 5
                                                                                                                                * # " ' " "" ' M                  P(PE STRESS P ROVID E IM TOL ERAN C ES                                                                            '
                                                                                                                                                            /
FOR LARGE BORE SUPPORT                                                                                 ,
LOCATION DIMENSIONS ON                                                                                     .
RsPeRaNCEs                                   u SUBJECT                H. Se i Pt P 1 N6.                                                                                         -
i.ocATion               va.gio u s                                !
ENG. SYSTEM             v A R,Io u'S seu sv$ REM              eno.c_p,,
CUAUTY CLASS             I, p g G QRIGINATING BRI REVIE.W cp-DOCUMENTS H-501 DESCRIPTION OF WCRK:
V010                                     PED 'll5 - H. P 518                                                   .
J.NFORMATION CONTAINED IN PED 215-H-P518 15 INCO RPOR ATED INTO THIS PED.
REVISE CONTRACT D R AWIN G H-501 AS SMcWN ON SH 3 0F THis PED.
PECV Tf_                                              _.
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AUG 331983 "m_ y " =c. ,-
                            .t.                 "His PED REVISES DIRECT 1CN RFVIFWED 31Y R/II                                REVISE:
PREVCUSLY PROVfDED BY                            N/A                                                  ~
THE PoucunNG MDk):
NONE
                                                                                                                                   ' DRAWINGS                      W THIS PED VomsDIRECTEN
                                                                                                                                  ~SPECIFICATICN 2.
                                                 ,,gycum,y ,,oye,o ,y             PED /LIS-M-P518 APPROVALS:
                  ,                              THE PCuDWING PEDb):
                  $ls.                            m:S PED wcRx sNoutD af                          N/A                                Mf2'              I                                  n!B
                 ^*
                                                  @,*'"'''*                    *Q s    *W}fjfEEE                                           7[Q pgg AvlSOR unoER THE pcLLoWiwG PEc S:                                                                                                              o l
i4                        THr5 PED DEPENCS ON WE M/A                                  P//OJECT ENGINEER                                  DATE PR CR INSTALLATCN CP                                                                 y
                                                   *HE PCLLOWfMG PEC'3:
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                       *NP2          1.. SuRNS & AOE. INC.                            P ACE : 0F 1                  ' ! # ! l !
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TASG 22                                        RELOCATION TOtf.RANCES OF P. A.
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NOTE:                                                                                 .
: 1. TOLERANCES SHowt3 A30VE APPLY
                                                                                                           .                .1      -
                                        ""'8                                      {     *                                           '                UNLESS OTilERVISE tiOTED CN THE HANGER ISOMETRIC DRAwthG.                                                                      ,;
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: 2. (61 L'iD faa) TOLERANCES ARE                                                                       !
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                                                                                                                                                   ' fos.ADDITsvh. -
                                                                                                                                                                                                                                                    ,i u'
REVISE.D P/f PED 215-H-W94l                                                                                                                                                                                                  J l.
1
                                                                                                                                                                                                                                            .!1 I.F coc PCN                                      -                               Art l WPPSS NUCt. EAR PROJECT NC. 2 AFF SPEC SECTION                              -
PAGE                --                     P A A.A                            ,
BURNS AMO ROE INC.
   ' gr OwG Q 5C[                                                             CwG ZONE PCD 116 H-W*)41 sar 3 c5 3 SCAT.E l j"* ***g                                   cargy2Yd                              (,4                                                             TITLE.
l$7 h                                        OATE    7,p,hA*mr0                           drE:E                       oarE hf/s2 T                            6. M-% 5H 1, %M E               f

3                            Washington Public Power.Suphly. System s.,)        P.O. Box 963 3CCO GeorgeWasnington Way Ricnland. Washington 99352 (SC9)372 5CCO Augus te.2, 1983                                Responds to: N/A WPSEC-COS00-F 3C2[                          Rasconse required by:                 N/A 1
Mr. J. Newgen Construction Manager Sechtel Power Corporation P.O. Box 600, Caller Service Richland, WA 993S2

==Subject:==
NUCLEAR PROJECT 2, CONTRACT C0500 PED TRANSMITTAL PED- 2/5-A/- V)94/
(3 The attached Project Engineering Directive (PED)J/5-N-W4'#/                              is' forwarded ws for implementation and you are hereby authorized to assign work as required by this PED. Master Work List (MWL) input is required for all physical work to be per-formed on this PED.        A Startup Work Request (SWR) processed in accordance with PMI 9-1.1 is required prior to corirencing physical work on orovisionally accepted or turned-over system (s).
The following system package (s) affected by this PED have been crovisionally accepted or turned-over as of this transmittal;         NCNE             .
                  /,h/djw!'gb g:-
G. K. Afflerbach, 927M Test and Startup Manager l
J0C/lh 3l2   '"I'** .M D .0,".' TS e a 1ms w* ssn       . 16 -m &
EECHTEL 70m:: cra.e:.
O                                                                   AUG 231983 JOB tiO, -145'a1

F'                                                                                                           ICOCE: ; P;tCJECT ENGINEIRthG 03MECT:VE i BURNS AND ROE,INC, M
PR WECT           [C&                   !2''I     3ML/'d' l'I HI I-IWl94'93 NUCLEAR PRCJECT ENGINEERING M'[                  I'I21 3i*I5I*l7I: I e Italtil12:sstsetts DIRECTIVE                                  DATE tolgt/lol l l/1813
: h.                                    C. 2                                      .
INFCMAUCN                                 3Hggi1 op 6         '
REASON FOR P. E. D.:                                                                        cePtss H . 7. W o Pki 9 s K.FR1MOgicM,2o8 To iM c.o gPo 52 ATE Co M M e MTs
                                   /AMD SUGc EsTi era s                             F R.o M 8GV \ EW eR.s A ND users oF                                                                           Rspi!RENcEs                             i H -S o1         DW c .                                                           suiuEc             y-soi l
LOCATION             NJARiog5 ENG. SYSTEM            g/ A R,i og S S/U SYSTEM               97 o . O -p f CUALITY CLASS                     ,~f ORIGINATING OCCUMENTS DESCRIPT10N OF WORK:
[EEV I S E lD W G . H -s ci As                                              s h ow                    ow SH EETs 3 T H R,o I6                                 OF THis                   Pen
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                                                                        ,,.o r .c
                                                    'dith D, Ih5  lh nyu        -
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: 1. THIS PED MEVISE3 OIREC".7CN                 ,__                          REV!SE:
PMEVICUSLY PMCVtQED BY THE FCLLOWfMG PEDbl:                                                       NONE              .
ORAWINGSVH-SO1 E HT._ I Ae 2.
: 2. TH15 PED VCICS DIRECTION                   ,
SPECIFICATICN                                         __
PREvouSLY PROVtDED BY APPROVALS:
THE FCLLOWING PEDhl:
l 5
                                     =      3. TH:S PED WCRK SACULD BE                   -
                                                                                                                            \t
* R J            '            ---
                                                                                                                                                               ' (4T      7-M - tr2 ER                         K                                                                                          /
l                                                 UNDER THE FCLLOWING PED *3:                                                                               l$6 k 4    THIS PED OEPENOS CN THE                                                     PROJECT E'NGINEER                              CAT-[ :     ,
PRICR INSTALLATEN OF THE FCLLOWfMG PEC*S:                                    _
u, C C./ T C D D r*1,*1

   .-                           . . _ -          _..                 .               -.          . . _ . . . _ ~.                -         -       ._               . _ - .          =      - _.
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                                                                                   ;COCEi a 304CT ENG NEEHING DIRECTIVE I P R+. LECT E.*,G.N EERING CIR ECT.VE                                   ,_,      ,,
j h      *NP2 l Su ANS & AOE. INC.
ri                        REFERENCE DR AWINGS l PACE 20FNl*14 {t?4 j'69l?)s{J{tol"it:112lte{tsj RE;E RENCE OR Awi'.G5 3    CR AW!NG NC.                       SHEET NO.               SU S F u          AEv i                    N OR awing NO                 SMEET NO                    Sv : u      R Ev.          !
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                          "NovE5:)                                                                                       *-. W w
                          @ nc5E ivLERANCES SilALL NOT BE UTILI2ED FOR RIGID' . STRtTT OR SNU8BER INSTALLATIONS. THESE
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F 00 HANCERS. TOLERANCES ARC ME AN T LIO_ LIMIT THE_ MIS _ ALIGNMENT _TO h EIS!ffUM.
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TOLERANCES                                    FOR ant 1JLARITY                                 OF SNUB 8ER 6 STRUT I.0E5fG4            l DESIGN                                                         A55Y's                                     ..                                          -+   '.
0775ET                               5HCP FAS. l-               N fTOLERANCE Tot.ERANCE I                   7f%.-               1
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                                          . ' TABLE 3                    TOLERANCES *!N (INCHEST                                            ]
                                          '.,                            OPER.             g' PIPE             ] ERECT.             ERECT.
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                                                    ! TEM           yyg,                               A, cN'e $       DIM.              TOL.
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A OR 8                                      ALL                   1/16 Q9                           f                                       .
C OR D                                         ALL              1/16 f
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P.IPE            ' , ERECT. ERECTIOB                                                                  i ITEM                fTEMP            5IZE                    6fi. '             TOL.                                    REMARKS
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A                   _                              L/16"                       -
ALL                                   '
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1/16,"                       -
C           ,
1/16"                        -;
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                                                                                                                                           /
TABLE 7 TOLERAriCES FOR 0-BOLT ERECTI0tt      ~                                    I ERECT.               ERECT.
CASE           DIM.                  TOL.
ITEM I
                                                                                                    ~~         ~               ~ --- "
* A         1 o r '2        1/16"-                                                                          __
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                                                                   .                +1/16 i
(
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                                    ~~                              -
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                                                                                   \         /
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                 *EADWEIGir 1                                      ;/,*...
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CLEARANCE __WI'ni THE I                      E_                    !A kWe#_. '
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PAGE           -          PAO           -- .                      BURNS AND ROE INC.
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                                                                > FACE 5 SHALL BE SillMMED AS fEEDED TO P8D - H -                                        MLEI CLEARAt!CES OR gfL'' C0rlTACT REQUIRE-Q S 4-9   l                                      MErlTS.                CASES WHERe % EQUIRED A OR B DIMEf4510ti CAft:40T BE MET BY SHIMMIllG SHALL BE REFERRED TO A/E ErlGIt1EERIrlG R RESOLUT10tl.fREFER TO~GEt1ERAL tiOTE)                         '
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                                                             /                 TO ALL AXIALLY LOADED PIPE (IrlCLUDItiG t
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                          ' TYPE ,0F SUPPORT                                        CLEAR. TOLERANCETOLERANCE, NOTES ITEM
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                                                                                  ' GENERAL NOTES,                                                                                                                                                 -
I i
i (1) JURISDICITIONAL 1300NDARIES                                                                                                                                   ''
i         Jurisdicitional Boundary Piping Supports                                                                                                                -
                                                                                                                                                                                                                                                           }
I (1) Supporting Structure                                                                                                                                  -
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The supporting structure consists of steel members attached to building concrete, or to'                                                                                                     l' building steel members. The supporting structure is to be considered an extension of the building
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structure for the purpose of supporting a pipe.
All Specifications, Codes, and special require-                                                                                                     {'
ments for safety related building structures                                                                                                        !)
l
                                                                                     .                       shall apply.                                                                                                                                              l W                  Extra welds welded beyond the requirement bf design / drawing are acceptable, except the angle
                                                                                                                                                                                                                                               ~
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['")                                                          clips or angle knees used for simply supported t                  beam designs which shall be reviewed by A/E.                                                                                              I (13)           SHINilNG                                                                                                                              .
Contractor is\ authorized to use shims to attain PE.D - H- W M                  j,                proper clearances as indicated g. . . 25.                                                      , ~ - -                          . .
_w h exe. d ea.a w e.b                                                                              3     ht is .to be.                       1 gg3ofta .th=                                                                             r      ep    <ad    . met *I-lo - M*T*I
                                                                                                                   . contact ._s h o uld . be. c.om pkT*- Movat*' the
                                                                                                                    . conto.e t_w's W.n                                                                          -t. h e     E. owc- repivemewTs
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                                                                                                                                                                                                                                                 ~
(14)            Detail #8 depicts minimum clearance dimensions (
                                                                                           ,, (\                 between pipe support components and ISI welds and; is applicable to all supports unless otherwise
                                                                                                         ).      specified on the individual pipe succort detail. /
Where the pipe support detail specifies or imp'ies a locating dimension for pipe suoport                                                                                              (
components with respect to ISI welds that is less
(         than the minimum specified by Detail #8, then ,
                                                                                                         \        that dimension shall be considered a minimum. /
AEF Occ.. PCN            ~                                               ~                                                                            l l                                                                                                             Api                                                                                                           WPPs3 NUCLEAR PROJECT NO. 2 REF SPEC,SECTION:       %                P AGE:      .-             PARA:                                           -
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Washington Public Power Supply System P O. Box 968 3000 GeorgeWashingtonWay Richland. Washington 99352 (509)372-5000 v
AucustM 1983                                         Responds to: N/A WPBEC-C0500-F-83-3M3                                 Response required by:    N/A Mr. J. Newgen Construction Manager Sechtel Power Corporation P.O. Box 600, Caller Service Richland, WA 99352

==Subject:==
NUCLEAR PROJECT 2, CONTRACT C0500 PED TRANSMITTAL PED- OfS- f4- W 9 4_9 The attached Project Engineering Directive (PED) &lS-H--W949 is forwarded p for implementation and you are hereby authorized to assign work as required by this V PED. Master Work List (MWL) input is required for all physical work to be per-formed on this PED. A Startup Work Request (SWR) processed in accordance with PMI 9-1.1 is required prior to comencing physical work on provisionally accepted or turned-over system (s).
The following system package (s) affected by this PED have been provisionally accepted or turned-over as of this transmittal;           NONE     .
n.<.
: 1. K. Afflerbach, 927M Test and Startuo Manager JOC/lh
: g. ; . c .  -
                                                                                             ;e, EENTY. : =": . '         .:... iicy AUG 231953 Q~                                                                  d av-.
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imu n oi u.i     o un us iiui                             ,r O                                                                                           re9e  i t]-or    i Report No. 83-05/05 Paragraph                       Type                       For further Information:
6                                              D. Cosgrove Responsibility
                                                                                           #4580 Report Dat                                                    ll. B arder      #4589 3-?9-83              Unresolved                                                   WPPSS Engineering ITEM DESCRIPTI"N                                               ITEM STATUS
: 5. Bechtel As-Built Drawing Program The inspector examined the Bechtel efforts to improve the program for as-built drawing revisions. Weaknesses in this area had been identified in Inspection Report 50-397/83-03 (paragraph 8) and as prior follow-up items i
397/80-01-01 and 397/82-24-01.
The Bechtel lead as-built engineer stated that the up-dating effort would include 2,854 Quality Class I pipe
                ~ support drawings. This would include detailed field verification of configuration and locations. The gov-erning Bechtel procedure (SWP-P-P-6, Revision 4) excludes Quality Class II, Seismic Category I drawings
         ,      from this population. This appears to conflict with the WPPSS governing procedure, PMI-6.6, which requires l              verification of Seismic Category I pipe supports. The WPPSS Project Quality Assurance Manager stated that a i              proposed revision to the PMI-6.6, to omit Seismic j
Category I drawings, had already been challenged by the project quality assurance organization. The issue in-volves the NRC Bulletin 79-14 requirement for as-built verification of Seismic Category I pipe supports. This matter is unresolved. (50-397/83-05-05) 4 I

       .                                                                                         laco-t 83-58 p aa G.b
           .                                                   17 (Uh                    The engineer currently.. assigned.this task displayed a computer printout .of the. NCR's .for each, site . contractor, and showed evidence of the random selection process which he had used, and his measures                  I to assurt= proper; qualification;of. personnel performing the technical             '
reviewsw.2He, dis. cussed..the results. which< showed that none of the selected..lotsamplen revealed engineering.. dispositions which would .
unacceptably compromise the . design. .Hea also described additional reviews of.desig:r change . documents of various-types for. the various contrac. tors.and reviews-of contractors.'. internal deficiency documents. His files.. included copies of the various documents selected, and review _ procedures originally in effect at the time the documents.were. generated,; The sampling process appeared to be reasonable and inclusive- of contractors' internal documents. The reverification group is in process of completing a report of this activityr. ..This. item. is, clo sed. .  ..-    .
: - Exclusion of Quality Class II/ Seismic Category I pipe supports .from the detailed as-built verification program conducted for. Qua'.ity. Class I supports.
                                      ~
Procedures. til-6-6.Revis4on 4 now r.eflects that final as-built drawings will only be prepared for Quality Class I piping and supports,..except where additional. scope is.. defined in each contract specification. Bechtel procedure SWP/P-P-6 Revision 5 describes the
:    .. Quality.. Class I as-buil.t program. -
g             .
The.aa-built requirements of. NRC Bulletin 79-14. are based upon assuring pipe stress analysis accuracy. for piping systems having a
                . :.. safety function.. In the WP-2, FSAR such systems were designated
                       -Quality. Class I/S.eismic Category I. The WP-2 program includes supports for su,ch systems.
There are other piping supports which do not support safety related piping 7buti whose' failures may affect a safety system (i.e. by
                        , acting as missles). In the FSAR these were originally also designated Quality Class I Seismic Category I. It appears that in 1981 the project redefined the criteria for such supports, designating them as. Quality Class II/ Seismic Category I. ,For these l                       s'upports, the degree of deformation prior to collapse, and other
;                       functional criteria, are less restrictive than for supports of piping on safety related systems; this is described in the attachment to the July 15, 1983 WPPSS letter to NRC. Accordingly, the rigorous as built verification requirements of Bulletin 79-14 do not apply to the Quality Class II/ Seismic Category I supports for purposes of stress analysis of the piping supported by those supports.       (However, construction verification of critical portions o.f.such supports may. be warranted for purposes other than the specific safety related piping stress considerations of Bulletin 79-14).
This matter is closed with exception of the item opened in paragraph 5.a. (63-38/ol)
O          9- u re etwee tee =s

O-                                        aRCinSeeCriSeca11tas                                    h,,
                                                                                                       ,,,,,       3.
Report No.
7372 (82-18/02   --
Paragraph   f\ppendix           Type 6d for further information:             Responsibility Report Date                       Deviation                  . Cosgrove Ext 6826 7-5-83                                .      H. Boarder       6840              Supply System Enaineering ITEM DESCRIPil0N ITEM STATUS See Attachment 1 " Notice of Deviation," Appendix A (Reclassified) Deviation (50-397/82-18/02) - Jurisdictional Boundaries for ASME Section III NF This item was previously considered closed, as described in NRC Inspection Report 50-397/83-03. The inspector has reconsidered that conclusion after consultation with NRC Construction Appraisal Team merobers on site this report period.
The Supply System submitted an inspection criteria procedure (QVI-09) to NRC for approval as part of an FSAR amendment
,   regarding compliance with workmanship details of the AWS-DI.1 Welding Code. This document described reverification program criteria to be used for structural steel. In other on-site documentation (e.g. , Drawing 11-501), the engineer had defined typical boundaries between structural steel
.l (AWS-Dl.1) and pipe supports (ASME III NF). The Drawing H-501 Sheet 3 shows various configurations of welded steel shapes upon which piping is supported. These are described as extensions of the building structure and subject to AISC/AWS Codes (and thus QVI-09).
As an example, Drawing H-501 Case VI shows a welded squarc frame, around a pipe; the pipe rests on the lower member of i
the frame, which is supported by a vertical tubular steel member (welded to the frame and to an embed plate on the concrete floor). The frame bears on the pressure boundary component, and thus meets the definition of "non-integral support" of ASME Section III NF-1510. Section NF-1515

IIRL lilSl'LLi Ul'Lil 1iLH                   ,q jf 3 Page __
Report No.
h$/02)
Paragrapli    AgendixA; Report Date 7-5-83 ITEM DESCRIPTION                                          ITEM STATUS provides the jurisdictional boundary between a building structure and a non-integral support shall be the surface of the building structure; this appears to require design and fabrication of the steel frame and the vertical member in accordance with rules of ASME Section ill NF.
The Burns and Roe Resident Group Supervisor for pipe supports stated that all supports had been designed in accordance with rules for ASME Section Ill NF; he stated that details which ll-501 classify 'as non-NF do not involve any plate and shell structures and thus do not require any nondestructive examination beyond that of the AISC/AWS Code. Traceability requirements appear to be more extensive for ASME NF than AISC/AUS. The departure from the ASME Code appears to be a deviation from FSAR coninitments. (Deviation 50-397/
82-18-02)
Note: The original NRC Inspection Open item Status Sheet and the excerpt (para Be) from NRC Inspection Report 83-03 that previously closed this item ore attached for information (Attachment II).
l Follow-up (8-30-83) NRC Report 83-38 Paragraph 5.k(2)
Development of QVI-09 and the associated deviations from AWS-D1.1 welding workmanship criteria have been previously addressed by the regional inspectors in NRC inspection report l  50-397/82-18 and 83-03 (NRC open item 397/82-18-02). The matter was closed with the licensee issuance of FSAR amend-ment number 27 (page 3.8-190), and supporting letters to NRC dated January 17, 1983 (G02-83-007) and March 23, 1983 (G02-83-249), which documented the basis for exceptions to AUS DI.1 criteria.

('                                      HRC INSPEC  TEM             Page of 3 Report No.       83-22 Paragraph     A PPggdixA Report Date      7-5-83 ITEM DESCRIPTION                           ITEM STATUS The NRC CAT inspectors identified concerns with the implementa-tion of the reduced acceptance criteria for weld quality, as allowed by reverification program procedure QVI-09. The inspec-tors considered that structural steel at reactor building elevation 444' contained welds with multiple defects, each of which may be acceptable under QVI-09, but as a composi,te may be
    " questionable quality". The inspectors noted that such multiple defects may potentially not be acceptable at connections more critical than those observed by the inspectors (if such connec-tions exist). These CAT perceptions have been factored into the current NRC deliberations regarding the FSAR ammendment.
1 O

       $                                                                                               M a.c4=<af           'Z~
(v3                                                      APPENDIX A NOTICE OF DEVIATION l
l l
    ,      Washington Public Power Supply System                                   Docr.et No. 50-397 P. O. Box 968                                                           Construction Permit No. CPPR-93 Richland, Washington 99352 As a result of the inspection conducted on May 1-31, 1983, and in accordance with the NRC Enforcement Policy, 10 CFR Part 2 Appendix C, 47'FR 98&7 (March 9, 1982), the following deviation was identified:
Paragraph 3.2.3 of the FSAR states that piping system supports shall be appropriate for the components supported as defined by the ASME Code Section III. The ASME Code Section III NF-1510(d) defines a non-integral pipe support as one which " bears on the pressure boundary component" and NF-1511 states that "the jurisdictional boundary between a building
             '-- tructure   and a non-integral support shall be the surface of the building
         ~
s structure."
                                                                                     '                                         ~
Contrary to the above, on April 9,1985, the architect engineer issued drawing H-501, sheet three, which allowed non-integral supports to be excluded from the construction and inspection requirements of ASME Section III,. subsection NF even though the non-integral supports extend beyond the building surface structure into the jurisdictional boundry of the ASME Code.
  \
    %)     You are hereby requested to submit to this office within thirty days of the date of this Notice, a written statement or explanation regarding the item of
                                                                                                                               ~
deviation, describing corrective action taken, the results achieved (or corrective steps that are planned), and the date when corrective action will be completed.
JUL 5       1983                                                                   h
                                                                                 . M4A         ,W j                 Dated                                    -
R. T. Dodds, Chief v (
Reactor Projects Section 1 I
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                                     ---   , _ , - . -         , - , -          -      - . , -       .-m -

NRC INSPECIl0"
                                                                      ^
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                                                                                                                                                     \s
* 1                      i Page                            o, Report No. 82-18/02 Paragraph Type                     for further Information:                               n                          t                    i 4
i   Report Date                      Concern                  D. Cosgrove        Ext 4580                  MANAGER 9-28-82 ITEM DESCRIPTION                                                  ITEM STATUS                                                             ,
Reverification P_gogram                                            As of 10-18-82                                                                               l In response to the June 17 NRC inquiry under 10CFR50.54(f),        The PQA organization has reestablished the priority for 1
the Supply System, Bechtel, and site contractors have              completing prepurchase and inactive (PP&fA) reviews.
I   engaged in a reverification program which includes review          The remaining work has been rescheduled for completion
!   of records and reinspections of hardware installed pricr to         in the fourth quarter of 1982. The assigned staff has                                       '
July 1980. The Supply System described the policies for            been increased to meet this schedule. All other QVP conduct of reviews at:d reinspections in the WPPSS July 17,        work activity is either complete or on schedule.
1980, reply to the NRC inquiry. One of the policies read            (Re: WPBEC-00500-F-82-2237)
    "This program will have priority over ongoing work. The project construction work pace will be adjusted accordingly.a       Progrannatic action is in place in the form of FSAR
-!                                                                     Change Notice #SCN-82-165 for the concern regarding Another Supply System policy included integration of the reverification effort into the general project completion           visual weld examination criteria as defined in QVI-09.
Resolution of this concern is dependent upon NRC activities. Ilowever, associated with this integration has been a drain of personnel from the reverification effort, and       review of the FSAR amendnyent to be generated from this change notice. No additional site action is required a postponement of reverification activities to support the          at this time.
recent reactor vessel hydrotest. The reverification staff                                                                                                      ,
has been reporting this status to the Supply System i
l Management in weekly progress reports. Following the                                                                                                           l' tianagement meeting, the WPPSS Director of Licensing and Quality stated that this was his first notification of staffing problems with the reverification group, and he                                                                                                        ,
indicated that additional support in this area may be                                                                                                         -
forthcoming.
At this time the Supply System appears to be prioritizing                                                                                                      :
the reverification work to support construction completion schedules. A special reverification report was issued for l    the reactor pressure vessel hydro boundary. This documents the reviews and reinspection performed, the sampling basis,
!    the results, and the evaluation of results. For the 12 l
systems planned for inclusion in the hydrotest, there were j   80 small bore and 90 large bore piping isometric drawings                                                                                                      i involved. The reverification review and inspection included                                                                                                   l

s
                                                                       ,           si i...
(J~'\,.                                                                         ...; h.u.
NRC INSPECTION _
IN ITEM Page 2           2 Report No.      82-18/02 Paragraph -     4 Report Date 9-28-82 i
14 of the large bore and 6 of the small bore piping                                                 I drawings. The reverification effort identified only                                                 i ainor discrepancies, none of which appeared to warrant                         .
further inspection or increased sample size.
The Supply System has implemented a procedure QVI-09 (Special Structural Steel Reinspection Criteria). This                                              !
document allows deviations from AWS-D.1 welding visual examination criteria for items within its definition of structural steel. The Supply System stated that an amend-ment to the final safety analysis report (FSAR) is in-                                              i process to define the AWS deviation.    (WPPSS in-house                                             i change notice SCN-82-165, dated August 9-27,1982). The notice defines structural steel as including radial and structural framing systems, steam tunnel beams and pipe hangers. The procedure QVI-09 also mentions ductwork, stiffeners, cable trays, brackets, and similar components.
The Supply System verbally advised the inspector that the pipe support and hanger portions were limited to those                                            -
parts excluded fron ASME Section NF jurisdiction. It is not clear that WPPSS defined exclusions are consistent with the ASME definitions. This matter will be re-examined following NRC review of the amendmer.t.   (397/82-18-02) 4

sancm.wu o .u. ,
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V' This item was encomcassed by the WBG/Bechtel procurement and installation documentation review activities and procedures which were conducted November 1981 through Sectemcer 1982. The procedures WP-787 and WP-782 were apparently revised to reflect consistent requirements for documentation review prior to material release.
This matter is closed.
d.
(Closed)
Steel       Follow-uo item (397/82-12-03) Incorrrect Heat Number on Plate The Bechtel fabrication snap personnel identified a 5/8-inch steel plate which was marked with a heat number associated with a shipment of 1/2-inen thick material.
Bechtel documented this tratter on a nonconformance recort number 781, which was resolved in Septemoer 14, 1982 by return of the material to tne vendor.
The identification of this issue Pt the fabrication shoo indicated a multiple breakdown of ouality controls with resoect to:
(1) material issuance from the site storage yard, (2) material receipt inscection at the site storage yard, and (3) the sucolier's shipping inspections.
N (Q                Bechtel has not identified the cause of the wrong identification number, although it appears to have originated at the supplier. The Bechtel purchasing personnel stated that this matter has not been incorporated into the Bechtel audit activities for the vendor involved and that there is no provision for routine feedback of such discrepancies for inclusion into the vendor audit program. (However, the site cuality assurance department cerforms routine trending of nonconfor-nance reports, and a significant item or trend data may be forwarded to the vendor auditing group from this source.)
The Bechtel cuality assurance decartment addressed this matter as in isolated event and indicated that no further action was clanned.
No i tems of ncncomoliance were identified.
g e. ___          _
_ ym , ._. = - - _ .
l g: eviat, o_nj from AWS-01.1
                                                         - . .,_ . _ -H :leverification Procram The quality verification program "Special Structural Steel Reinscection Criteria" procedure QVI-09 allowed deviations from the AWS-O'.1 welding Code, for structural steel and pipe succort sections not covered by ASME Section NF.                The licensee olanned an amendmett to the safety analysis report (FSAR) to define the deviations. It was not apoarent that the ASME Section NF boundaries l
had been properly defined for use with the QVI-09 procedure.
(D x.J

ih%/m+ 1T-       .
9 pJ The Engineer (Burns and Ree) had issued drawing H-501, Sheet 3, to provide field guidance for determining ASME Section NF Code jurisdiction boundaries. The defined boundaries aopear consistent with ASME Section NF (Part NF-1510).
The inspector reviewed a draft Amendment 27 of the FSAR Table 3.8-9 which described the deviations to be used for accepting completed work. Not all of the deviations were identified.
The licensee subsecuently clarified the amendment and submitted it to NRC via {{letter dated|date=January 7, 1983|text=letter dated January 7,1983}}.
Procedure QVI-09 includes an Attachment I which defines the justification for the deviations listed in Attachment II.
Attachment II had been accroved by the Engineer. However, the Bechtel originated Attachment I had not been endorsed by the Engineer and did not accurately represent the basis for the Engineer's approval. The licensee representative stated that the Engineer has been recuested to clearly document the basis for approval. The inspector examined the aaproval routing sheets for the other OVI series of procedures, and determined that engineering, cuality assurance, and test and startup
             -      organizations had concurred.
The ifcensee's proocsed decartures from the AWS-01.1 Code acaear reasonable, and have been documented in the FSAR. Further licensee action on this matter may be prescribed by the NRC licensing organization, if required.
This matter is closed.
: f. Miosed)UnresolvedItem(397/82-27-05)- Inscection criteria for sr.uocer anc swav-strut oracxet c1n connections Appropriate acceptance criteria had not been provided to the field inspectors to assure end connection configurations which would prevent j                   unaccectable disengagement of self-aligning bearings.
The licensee has now filed a 50.55(e) report with NRC dated December 20, 1982. Burns and Roe engineering direction has been amended by PED-2M-H-G758. The licensee had issued direction to Bechtel (Decemter~10, 1982) and to the startuo organization (December 9,1982) to perform reinspections and Sechtel revised the hanger balancing procedure SWP-P-P-12 (revision 2) to recuire end connection inspections.
The insoector examined these documents and noted that the Bechtel revision allows disengagement of uo to 1/2 thickness of the end paddle, whereas the Engineer's direction limits it to 1/3-thickness, as desciibed in the recort to NRC. On January 7,1983, the licensee and Secntel representatives affir ed that the procedure has not yet been us        accept any hardware, and that a different procedure me .
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             . i 09/08/83 AS-BUILTING - OUALITY CLASS I LARGE BORE AS-BUILT PROGRAM EVALUATION 8ACKGROUND The NRC Construction Appraisal Team (CAT) review of the WNP-2 as-built program resulted in several findings against the program. One of the areas of concern was that there were too many as-buiting errors (mismeasurements, incorrect weld symbols, and missing data). Because of                -
the NRC CAT findings, the Supply SystIn agreed to extend the sample of hangers reviewed by 72 hangers and report the results to the NRC.
g                    EVALUATION The results of the as-built reverification for both the NRC sample and the extended sample were evaluated using the criteria shown in Attachment 1.                Where it was necessary to <-'nfirm the evaluation using the actual design calculation, the A/E made the confirmatory review.
Each deviation was evaluated first on a case-by-case basis (see Attachment 2). The deviations were then categorized. The summary of the categoriza't' ion is shown in Attachment 3.              Then, based on the frequency and significance, the deviations were evaluated on a generic basis ( Attachment 4).               Items of high frequency but low potential design i
impact are considered acceptable based on a high degree of confidence that the design would not be impacted.
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CONCLUSIONS A
O None of the errors or omissions identified by the NRC CAT and the Project QA Organization in the extended sample effect the design, safety, or function of the supports reviewed with the exception of a potential thermal interference which is not an error of the as-built program and would have been subsequently identified in the hot pipe interference walkdown. The total number of findings against a sample in excess of 100 hangers is not significant considering that approximately 2500 welds and thousands of measurements were reviewed. Some of the items noted by the NRC CAT and the project extended sample are not part                                       *
                                                                ~                                                               ~
of the as-built program, but are important to the operability of the hangers. All of these items are covered in other existing inspection programs that have not yet been completed for the hangers at issue.
g              There were nc[ areas identified in either the NRC CAT or the extended samples that would require retrofitting the in-situ portion of the as-built program. The as-built review portion of the program is being 100%
rereviewed.
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13 V
ATTACHMENT 1 EVALUATION CRITERIA FOR PIPE SUPPORTS g                            AS-BUILT DEVIATIONS By: Bechtel Power Corporation San Francisco Power Division Plant Design Engineering Staff m
V

O RECOMMENDED ACCEPTANCE CRITERIA FOR AS-BUILDING The criteria provided in the following sections shall be used for as-building of pipe support location on the isometric and pipe support drawing. This document shall be used in conjunction with As-Built Program Procedure SWP/P-P-6.
Pipe Support Location:
1.
t Measured dimension shall be within + 2" or 1/2 nominal pipe diameter, whichtwer is less restrictive. For details, refer to Table 1.
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TABLE 1 TOLERANCES ON DIMENSIONS FOR PIPING CHARACTERISTICS                                          AS-BUILT MEASUREMENT MEASURED                                                  TOLERANCE Pioe Oia Pipe Routing Dimensions 1 2" or 2
whichever is less restrictive.
Support Locations                                                                  pice dia 12" or whichever is less restrictive             .
Penetration Clearances 1 1/8" (DIM < 2")
                                                                                          -        i 1/4" (DIM > 2")                                                                        .
I Valve Stem Orientation                                        +6 (Power Operated valves in other than vertical pipe runs)
                                                                                                   + 15 (Others) h                                  Elevations And Dimensions From Pipe To Building Estimate Column Lines e
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2.0           PIPE SUPPORT DETAIL:
2.1   Hanger Assembly and Structural Dimensions:
Hanger assembly and structural dimensions shown in the pipe support detail drawing are categorized in Table 3 and associated tolerances for as-building are shown. Figures 1 to 10 illustrate these dimensions for some typical pipe support details. Any combination of Figure 1 to 10 shall apply to one pipe support detail.
Table 2 shall apply when the dimension in the question does not fall in one of the categories shown in Figures 1 to 10.
TABLE 2 ITEf                                    l                       TOLERANCE Dimensio'1 < 5"                                           1 10% of Dimensions Dimension > 5"                                             Greater of + 1/2" or 4% of Dimension Angular                                                               o Dimension                                                         g l                                r                          %                                                               -
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TABLE 3
     ^
                                     , HANGER ASSEMBLY AND STRUCTURAL MEMBER DIMENSIONAL TOLERANCES DIMENSION                                   TOLERANCE                                                                ON pg c,                                                                                                    (See Note 1)
C3,C4 (< 5")                          + 10% of c dimension                                                2 C,
Greater of + 1/2" and C3,C4 (> 5")                          + 4% of c dTmension                                                 2 C
min (Rod and Spring                                 + 12"                                                      2 hangers)                                 -
3" C
min                              Not to exceed PPmax and not be less                                                                           Snubber cold (Snubber and                                                                                                                      setting shall be Strut Assemblies)                        than PPmin. Where PPmax is maximum and                                               2                      within + 1/8" PPmin is minimum ~                                                                        of specified dimension permitted                                                                       on the draw-by vendcrr.                                                                               ing.
Length of Spring can, L,Lt,L2,                            No measurement required.                                                            I S       Q1 Q2 0&E                                Visual Inspection                                                                         If condition D>E 1       .
not met it should be so noted.
NOTES:         1. For inspection Category #1, the dimensions are not required to be measured and recorded. For inspection Category 12, the dimensions are required to be measured and recorded.
9 0                                                                                                                                                                .
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V 2.2      Bill of Materials 2.2.1 Verify that items listed in the Bill of Materials are installed.
2.2.2 Structural shape shall be at least the size specified in the Bill of Materials.
2.2.3           In case of conflict of length dimensions of members between Bill of Materials and drawing, dimensions shown on drawing governs and dimensional requirement of paragraph 2.1 governs.

===2.3 Clearances===
: 1) One Side Clearanc$ Applies when design drawing shows 1/16" gao on only one side of pice such as gravity support and vertical restraint and other-side (lower) does not have any clearance. If measured clearancc is within the range 1/32" to 1/8" (inclusive), it shall be noted as acceptable.
The clearance outside this range shall be recorded 9                                                       within i 1/32" tolerance.
: 2) Two Side Clearance: Applies when the design drawing shows 1/16" gap on both sides of the pipe. If the total clearance is within the range of 1/16" to 5/32" (inclusive), it shall be noted as acceptable.
The total clearance outside this range shall be recorded within i 1/16" tolerance.
2.4      Weld Size:
The as-building tolerance for weld size is + unlinited and - 0".               Excessive and additional welds than scecified need not be recorded. The undersize weld shall be recorded by the associated length within i 10", tolerance.
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V                       2.5          Threaded components shall be inspected for properly locked, adequately engaged and torqued where required.
Threaded engagement shall be considered adequate when the male end breaks the outside plane of the nut.
2.6          Spring Hangers, Snubbers and Strut Assemblies 2.6.1 Sizes and types shall be checked.
2.6.2 Cold setting of the snubber:shall be within
                                                  + 1/8". The cold load setting shall be within one load division spacing (load setting + 1/2" load division). Marking of the setting should be verified.
2.6.3 End connection clearances for snubbers and
                                                                                                                                  ~
struts shall .be verified.                                                    -
2.7         Anchor Bolt verification shall be within the tolerances specified in Table 4.
TABLE 4 9
ITEM                                         TOLERANCE Ecentricity                                             l
* I/4" Center to center dimension                                  + 1/4" Edge distance (to edge of steel and to edge of                                        + 1/8" concrete)
Size (diameter)                                             [ O'!
Thickness of washer                                         [ O'!"
Also anchor bolt type, size and orientation of ' reinforcing washers at anchor boit shall be verified.
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===2.8 PLATE===
The width and length of the plate shall be measured within + 1/4". the thickness of the plate shall be measured within + 1/4" - 0".
2.9       REFERENCE DIMENSION:
: 1. The following dimensions are included in pipe
,                                  support details for reference only. They do not t
require "as-built" verification and may not be i
identified as reference.
a)   T.O.S. elevation b)   8.0.S. elevation                                         ,
c) Pipe elevation d)   B.0.,C. , T.0.C. or floor elevation e) Dimensions from column lines
                                  - f) Azimuths and radial dimensions e ~\
kJ                            g) Lug elevation J
h) Orientation with respect to north i) Location plan
: 2. The size of existing memLers need not be verified and are for reference only.
2.10 Shim plates sizes and numbers of shims required to meet specified clearances need not be checked against Bill of Materials.
2.11 The structural orientation recorded witnin the guide line of Detail #13 of H501, sheet 3 shall be considered acceptable.
                    .                             7

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                    )                                             CASE-edCASEEVALUATIONOFNRCCATSAMPLEDEVIATIONS            h                          ATTACHMENT 2 l         PAGE I 0F 8       j HA EER NO.                           DEVIATIONS                                REASON FOR DEVIATION        ENGl'IEERIE EVALUATION     CATEGORY 1               D0-2533 2  Hanger location with respect to the ripe riser.. varied from Reviewer problem - Delta delta No Design Impact per i                                                                                                                                                            M1           g I                       design location to 2-7/8". The tolerance allowed by       misunderstanding.              Engineering Evaluation.
drawing H501 for this critical dimension is + 2".                                                                                           i HPCS-16   Richmond lasert stud threads not staked.                     Not as-builter problem.        No Design Impact per               D2 Engineering Evaivation.
a LPCS-28   1. Undersize welds on washer plates.                                                        No Design impact per               W1
;                                                                                                                          Engineering Evaluation.                        1
: 2. Cold set dimension on snubber as 2' 7-7/8" per design                                    No Design Impact per               M2 drawing, shown on redline as 2' 10-1/2".                                                 Engineering Evaluation.
,                   LPCS-903N  Weld details were not specified on the drawing.              As-builter did not check to    No Design Impact per               W3 j                                                                                           see if every joint had weld    Engineering Evaluation.
symbol. As-builter checked
;                                                                                           everything on drawing - weld                                               M symbol not shown on drawing -
appears only on FRPED. Weld is'0K.
              -      MS-998N   Lug to pipe welds 1/4", drawing specified 5/16".             Not as-builter error - Hanger No Design impact per                W1 was not as-built at time of    Engineering Evaluation.
NRC walkdown.
RCIC-?!   Clip angir 4x4x3/8", drawing specifies 4x4xl/2"                                             No Design impact per              M7 Engineering Evaluation.
RCIC-952N  1. Tube steel 4x4xl/4", drawing specifies 4x4x.315"                                         No Design Impact per              M/
Engineering Evaluation.
: 2. Wrong neat ntsnber etched on tube steel.                  Ileat nisnber belongs to
        }/                                                                                  previously attached piece that
.       t                                                                                   was removed.
I N
f p      .
!                                                                                                                                                                      ca

w=   l CAS    -CASE EVALUATION OF NRC CAT SAMPLE DEVIATIONS                          *
* I ATTACHMENT 2 PAGE 2 0F 8 HANGER NO.                          DEVIATIONS                               REASON FOR DEVIATION                                           '
ENGINEERING EVALUATION     CATEGORY RHR-415   1. Vendcr welds ground undersite during attactinent weld                                  No Design impact per             W1 grincing.                                     '',                                      Engineering Evaluation.
2.Critir.a1dimensionshownonredlineas5'II4",actu'al          Mismeasurement - to wrong     No Design impact per             M1 and original design is 5' 7-3/4".                       point (top of pipe instead of Engineering Evaluation.
plate.)
RilR-465  Lug to pipe weld 3/16", drawing specifies 1/4".             1/32 concavity in weld.       No Design Impact per             W1 Engineering Ev.iluation.
Ri!R-563  1. Cold set dimensions on snubbers were 1" l-5/8" and l'                                  No Design impact per             M2 1-3/4'. Drawing specifies . 1" = 1/8".                                                Engineering Evaluation.
: 2. Two of twelve expansion anchor mounting studs had less                                 No Design Impact per             DS than required thread engagement into anchor shell.                                     Engineering Evaluation.
RWCU-162  Weld details were not specified on the drawing.             This is a QC-Il hanger.       No Design Impact per             W3 Engineering Evaluation.
SLC-4415-il   Clearance from pipe to support are 1/8" and 1/32", redline                                No Design Impact per             M5 Indicates 1/16" and 0".                                                                   Engineering Evaluation.
e 6

b,
              @                                             CASE-Bf'EEVALUATIONOFEXTENDEDSAMPLEDEVIAIIONS          {                           ATTACHMENT 2 PAGE 3 0F 8 1
r       j HANGER NO.                           DEVIATIONS                             REASON FOR DEVIATI0ll        ENGINEERING EWALUAil0N     CATEGORY      d MSLC.Il   1. As-built er - fillet weld instead of flare bevel.        Misunderstanding of weld     No Design Impact per               W3 symbol.                      Engineering Evaluation.
: 2. Cir, was 1/16" and 1/32" instead of recorded 1/8%wl                                                                      16 1/16".                                           .
RHR-298   Gusset plata's welding less than design 5" 7" 9" and 9"                                  No Design impact per               W2 actual versus 11-1/16" shown.                                                            Engineering Evaluation.
RHR-319   A flare V weld was recorded as a flare bevel.                                            No Design Impact per               W3 Engineering Evaluation.
RHR-408   1/4" fillet weld is actually 3/16" x 1/4".                                               No Design Impact per               W1 Engineering Evaluation.
RHR-520   2' 7-7/8" recorded as 2' 8-1/2".                            Not as-builter error (W851). M/A                                 M1 RHR-609   Distance between welds is 4-1/4" instead of 4".             Not %s-builter error (WASI). M/A                                M1 RHR-920N  Thermal exp. interference with RHR 924N.                    Not as-builter error         Hanger Redesign Required for        D1 (WNP-2-075)                  either RHR-920N or RHR-924N RHR-924N  1. See RHR 920N.                                            Not as-builter error         See RHR-920N                       D1         -
: 2. Under welding of flare bevel weld.                       This is an extra weld not    No Design Impact per               W1 specified on design.         Engineering Evaluation.                       *
: 3. Unrecorded gap between lug and top of clamp.                                               "           "
MS         {
RHR-925N  Missing lock washer on Richmond insert.                                                  No Design impact per               D2 Engineering Evaluation.
k R0R-946N  P-P is l' 7-3/8" instead of l' 7-11/16" (critical                                        No Design lupact per                M2 dimension is OK).                                                                        Engineering Evaluation.
* I

CA$L-B" "ASL LVALUAll0N UI LXlLNDLU SAMPLt UtVIAllON)      s                         Me snutetne e PAGE 4 0F 8 HANGER NO.                           DEVIAT10NS                       i REASON FOR DEVIATION         ENGINEERING ! VALUATION     CATEGORY MSLC-32    Three way est. cir. E-1/32" versus 1/16", W-3/32" versus 1/32", N-:/16" versus 1/32", 5-0K lug 1/64" cir.                                     No Cesign Impact per                 M5 Engineering Evaluation.
FPC-908N   1. Shim t e 1/32" versus 1/16".                   ' **
* No Design impact per                 M1
: 2. Lug -> clamp cir.                                                                      Engineering Evaluation.
M5 LPCS-45
: 1. Undersized fillet weld 1/4" x 3/16" and 1/S" x 3/16"                                  No Design impact per versus 1/4".                                                                                                                W1      !
Ergineering Evaluation.
: 2. Measurenent 2' l-3/4" versus 2' 0-7/8".                  Not as-builter error (W851).             "
M1 HPCS-909N
: 1. Weld called inaccessible was 1/8" undersized.                                         No Design impact per                 W1 Engineertrug Evaluation.
: 2. One sice of all around 5/16" fillet is 1/4" x 5/16".
W1
: 3. Rear bracket missing spacer washers.                                                               r Not as-builter error-        N/A                                  D3 spacer not required.
HPCS-925N   7/8" clang bolt instead of 1".
Not as-builter error -       N/A                                  M6 Reinspector error.
MS-42    Flare bevel weld underslied by 1/8".
No Design impact per                 W1 Engineering Evaluation.
MS-68
: 1. Strut interference with insulation.                                                    No Design impact per                01
: 2. Power Piping strut used instead of NPS.                                                Engineering Evaluation.
D4
: 3. P-P dimension not on drawing or verified.
M3
: 4. Dimension 3' 7-1/4" versus 3'11".
M1
: 5. Offset 1 3/4" versus 1".
M4
: 6. Undersized welds on wrong side of stiffner plate.
W1
                                                                                                                                                  ?
w             S

I ATTACHMENT 2 !
CASE-Bi ..SE EVALUATION OF EX1 ENDED SAMPLE DEVIAi!DNS                            PAGE 5 0F 8 ENGINEERING TVALUAilDN     CATEGORY REASDM FDR DEVIAilDM HANGER NO.
DEVIAllDNS
* No Design impact per              W1 MS-170   Fillet weld is 1/4" x 5/16" versus 5/16".           ,'
                                                                                -                                   Engineering Evaluation.
No Design Impact per              WI MS-111  under filled flare bevel.                                                                  Engineering Evaluation.
D4 Original Bill of Material was MS-lD00N 1. There ara 4 item #15 versus 2 recorded.                   wrong.                        No Design impact per Engineering Evaluation.            MI Redundant dimension.
: 2. Critical dimension not measured.
M2 MS-10115 1. Snubber 11-9/16" versus 11-3/4".                                                        No Design impact per Not as-builter error (W851). Engineering Evaluation.            M1
: 2. Dimension 5-3/16" versus 5".
No Design impact per               M2 MS-10135  1. Snubber dimension 11-3/16" versus 11-9/16" and                                          Engineering Evaluation.
l' 0-5/16" versus l' 0-5/8".
N                                                            M1
: 2. Base piste dimension 5-1/4" versus 5", 6-3/4" versus      Not as.builter error (W851).
7", 7-1,4 versus 7", 4-3/4" versus 5".
No Design impact pe.-             M1 MS-295  Spring Rod with 2-3/4" thread instead of 6" thread.                                        Engineering Evaluation.
No Design impact per               D4 RHR-17  Weided beam attachment is 3/4" - 5/8" was specified on                                     Engineering Evaluation.
drawing.
No Design impact per               W1 RHR-96  Weld is 3/16" x 1/4" instead of 5/16" fillet.                                              Engineering Evaluation.
M1 Not as-builter error (W851). N/A RHR-212   1. 8' 10-5/16" versus 8' 9-1/4".                                                                                             W2
: 2. Missed weld length                                                                     No Design impact per               M5
: 3. Cir. 1" specified - 1/2" exists                                                        Engineering Evaluation.            M1
: 4. I'-0* versus 8-15/16"                                                                                                     W4
: 5. 3/16" fillet aII around specified versus seal welded lon 2 of si tes.                                                                                                            W4
: 6. 3/16" weld missing on bottom of attachment                                                           1                    M1
: 7. 5-1/2" sersus 7*.
            .                                                                                                                                                 4 e                                                                                                                                                       -

s.J
                    \                                        _
CASF-4.tSE EVALUATION Of EXTEhDED                          $           SAMPLE DEVIA1 IONS HANGER NO.                                                                                                                                         ATTACHMENT 2                        '
: e.                                                                 DEVIAll0NS                                                                            . - . - .
PAGE 6 0F 8            ,i
      ',                  RHR-245 REASON FOR DEVIATION Eight bolt base plate has one stud bolt instead of match bolt.                                                                                                  ENGINI[kh, f vrillAll N CAIEGORY Not as-builter error -           N/A RHR-548 Extra weld on plate washer.                                        allowable substitution.                                                             y RHR-554                                                                                                                                                                           4 Strut p-p l' 9-3/4" and l' 10-7/8" versus l' 11-1/2" each.
Not as-builter error (W851)      f;/A                 " ~ '                      <
RHR-928N                                                                                                           No Design lepa,t per                                              ]
As-builter misidentified spring sire.                                                              Engineerinq l vat.ut inn.              M3 3
Spring was poorly marked.                                                                         1 RHR-SB-31                                                                                                            No Design imp 4,t- - . p..r
: 1. l' 8-1//" versus l' 10"                                                                         Engineerinq Ivaluat son.                D4 i
g
: 2. 2' Snubber            p-p 2' 3-1/8" (actual) versus 2' 4" (as built)                              fio Design Imp.vt p. r 7" (specified).                               -
Engineerinq va t uat ion.
                                                                                                                                               ~
MI MSRV-2A-5                                                                                                                                                                              '
Snubber p-p l' 8-l/8" versus l' 7-7/8".                                                                                                   M2
                                                                                                                                                                                                           }
g                                            _-                                              '
MSRV-2C-9                                                                                 ,
No Design impa< t per                            pf
: 1. Flare bevel 1/16" under fill.                             _
Engineering Evaluat ion.                M2 i
: 2. 11-1/4" Overslu          reinforcement plate 12-1/4" x 13-3/8" versus                                  No Design Imput per x 13-1/4".
Engineering Fvaluation.                 W1
                                                                                                                                                                                                      .I LPCS-46 Missing weld not noted.                                                                                           V M1                   '
8 LPCS-90lN           S                                                                                                   No Design impact per                                       4 tiffener veld and plate shorter.                                                                  Engineering Evaluation.                 W4
(
                                                                                                                                                                                                    )
RCIC-15          S                                                                                                  No Design impar.t per-                                      (
tud used instead of bolt.                                                                        Engineering Evaluation.                 W2 RCIC-26 N
P ot as-builter error per E0-215-H-E854.
N/A                                                }9 Snubber p-) 2' 9-13/16"                                                                                                                                      ,
versus 2' 6".                               -
                                                                                                                                                                                          , j No Design Impact per                                       ,
  ;%                                                                                                                                   Engineering Evaluat ion.                M2
* l
(
                                                                                                                                                                                      -     7 h
WIF

1 ATTACHMENT 2  ,
CASE '  ASE EVALUATION DF EXTENDED SAMPLE DEVIAll0NS                                PAGE 7 0F 8 ENGINEERING EVALUATION      CATEGORY ,
DEVIATIONS                              REASON FOR DEVIATION HANGER NO.                                                                                                                                       >
No Design impact per               MS RCIC-41   Clearance dev.                                                                             Engineering Evaluation.
No Design impact per               W3 RCIC-107  Weld marked TYP which was not. Other weld was specifle'd                                   Engineering Evaluation.
OK.
No Design Impact per               W2 Not as-builter error (W851).
RCIC-121 1. Weld L 7-1/2" versus 7-3/4".
W1
: 2. Flare bevel with 1/4" fillet cap is 3/16" x 1/4".
No Design impact per                M2 Not as-builter error (W851).
RCIC-904N 1. 3' 0-5/8" versus 3'   0".                                                               Engineering Evolnation.
W4
: 2. Missing weld not reported.
W1 3.1/4" fillet actually 3/16" x 1/4".
                                                                                                                                  "                    M1
: 4. 2' 11-5/16" versus 3'   0".                                No( as-builter error (W851).
M6 1" clamp bolt u' sed instead of 1-1/8".                      Not as-builter error -       N/A RCIC-911N                                                               Reinspector error.
No Design Impact per                D4 HPCS-12   1. Bill of Material for sway struct called out rear                                        Engineering Ev iluation.                   l bracket but M-146 was installed but not specified on
                            .as-bul't.
H4     g
: 2. 5* offset not reported.                                                                                                            ,
4 No Design Impact per                W1 HPC5-17  1. Portion of all around 1/4" fillet is 3/16" x 5/16" and                                  Engineering Evaluation.
3/16" x 1/4" (skewed weld).
F                    W2
: 2. Washer plate is welded on two sides instead of four.
No Design Impact per                W1 VR-2   1/4" all around fillet weld is 3/16" x 1/4" on one side.                                   Engineering Evaluation.
i i
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       .                                                                                    ATTACHMENT 3 FREQUENCY 

==SUMMARY==
OF CATEGORIZED DEFICIENCIES IN ATTACHMENT 2 O                                                                                                          ,
NRC Extended Welding W1 Undersize                                4       16 W2 Underlength                                       5 W3 Symbol                                   2        3 W4 Missing                                           4 TOTAL                              6       28
;                        Measurements         ,
M1 Dimensions                               2       15                              .
M2 Snubber P-P                              2        7
     ~                   M3 Strut P-P                                         2 M4 Offset                                            3 MS Clearance                                1        6 M6 Clamp Bolt Size                                   2 I                        M7 Steel Size                               2        0 TOTAL                              7       35 Details 01 Thermal Interference                              3 1
02 Locking Device                           1        1 03 Spacer Washer                                     1 04 Component Identification                          5 05 Thread Engagement                        1        0 TOTAL                              2       10 O

ATTACHMENT 4 (u-   ?
GENERIC EVALUATION OF DEVIATIONS _
FINDINGS The errors reported by the re-as-built team fell into three general categories: welding, measurements, and miscellaneous details (See Attachment 1)          There were 34 welding discrepancies noted of which six were      -
from the NRC sample and 28 from the extended sample. Undersized welding not -
being measured and/or recorded was the most prevalent discrepancy with 20 findings. There was a total of 42 measurement errors reported, seven from g          the NRC sample and 35 from the extended sample. The remaining miscellaneous details, such as thermal interferences, locking devices, and component manuf acturer that were missed during the original as-built numbered 12. Two of these items were frcm the NRC sample,10 from the extended sample.
Many of the items, in both the NRC sample and the extended sample, that were originally thought to be errors turned out not to be as-builting errors per se. With the development of a more definitive set of measurement l
tolerances and acknowledgement that other existing inspection programs existed to reconcile certain deficiencies, most of the findings either fall within acceptable measurement tolerances or the deviations would be picked up by one or more other inspection programs. The following is a detailed summary of each category of deficiencies and a brief discussion on the
   , . ,      findings in that category.
1      J                                                         1 i

W1 - Undersized Weld: The NRC CAT identified MS-998N as deficient.
h               However, the hanger was not as-built when the NRC CAT inspection was made. The hanger has subsequently been as-built 3.nd the undersized weld identified by the CAT was also recorded by the as-builter. The remainder of the undersized welds represent a small percentaae of the total number of welds (19 of approximately 2,500, < 1%). None of the 19 undersized welds affected the design in accordance with an engineering evaluation.
W2 - Underlenoth Weld: The potential design impact of a weld that is shorter than designed is similar to that for a weld that is undersized.    -
For two of th'e welds, the deviation was less than the measurement         k tolerance of PED-215-H-W851 and therefore is not really an as-builter error. In another case, the weld was called deficient because the weld f              of a web stiffner did not run from flange to flange. It is standard practice to clip the corners of stiffners resulting in a shorter weld even though the hanger detail did not call for it to be clipped. None of these deficiencies impacted the design.
W3 - Weldino Symbol: Welding symbol errors cover two types of errors.
Welds that are improperly specified, i.e., calling a flare bevel weld a fillet weld, are usually very obvious to the designer, and as such, result in a request by the AE for a re-as-built of that item. The other error is welds that are missing any weld symbol, and as such, appear not to be welded on the as-built when reviewed by the AE.      In nearly all cases, this would be conservative.
O 2

W4 - Missing Welds: There was a total of four welds specified that O               were not meee end not identified es miss4ns bv the es-eu44ter. in eii cases, an engineering evaluation of the detail indicated that the existing hanger meets code requirements. Further, four welds out of the total population in over 100 hangers with approximately 2,500 welds is a small error rate.
M1 - Dimensionino Errors: Nine of the 17 reported dimensioning errors are acceptable as-is because they fall within the WNP-2 measurement tolerance (PED-215-H-W851). The remaining eight dimensioning errors were minor and acceptable as they g not impact the design of the         -
hangers.     '                                                           -
M2 - Snubber Pin-to-Pin Measurement: The snubber pin-to-pin
  ;               measurement errors are not significant for two reasons. First, the measurement tolerance of + 1/8" is quite tight considering that pipes move due to ambient temperature changes and as a result of the- hanger setting and balancing. Either of these can result in a hanger that is acceptable one day and unacceptable the next. Further, startup has a preservice inspection procedure (SLT-S-303) which reinspects all snubber supports prior to operation of the system and the pin-to-pin dimension is one of the items checked.
l l                 M3 - Strut Pin-to-Pin Measurements: Only two strut measurement errors were noted, and in one of the cases, the error was that the dimension l
l                 was not verified. Strut pin-to-pin dimensions are change due to hanger l
l   -
i O                                                   3

                                        .-                                          .            ..      . -. .     - _.      . - _ = . _ _
i setting and balancing and are not critical as long as they are within h                                        the manuf acturers limits on the load capacity data sheets (s). Further, many of the struts, approximately 80f., will be reinspected during startup's preservice inspection of supports (SLT-S-303).
M4 - Offset Measurement: In all cases, the offsets were acceptable as-is by an engineering review. Hanger offset measurements are another item that is reviewed by the startup preservice inspection procedure (SLT-S-303), and as such, most offsets will receive a second review.
In two of the three offset measurement errors, offsets existed that were not reported by the as-builter.
i MS - Clearance Measuremants: All seven of the clearance measurement problems were acceptable from an engineering review. Box restraint clearances like snubber settings can change from day-to-day due to ambient temperature changes and can be affected by the hanger setting and balancing. Hanger clearances are reinspected after the line has been balanced and most will be inspected again when startup does their preservice inspection under SLT-S-303.
M6 - Clamo Bolt Size: Both of the bolt size errors reported were later found not to be as-builter errors, but rather errors made during the as-built reinspection. The original as-built is correct. No deficiencies were found.                                                                                    <
O-                                                                                                   4

    .c' '
M7 - Steel Sizing Errors: The two cases where the steel thicknesses were not identified by the as-builters appear to be isolated cases as the extended sample did not identify a single additional case. These two cases represent a very small error rate among the hundreds of pieces of steel covered by the sample of over 100 supports. In both cases, the existing condition was acceptable based on an engineering evaluation.
01 - Thermal Interference: The three thermal expansion interferences identified in the extended sample do not belong as as-builting errors.
The requirement to look for thermal interferences has been removed from
* the as-buili program. TheseitemswillbecoveredbyboththeHotPipe Interference Walkdown (BRI Project Instruction WNP-2-075) and startup preservice inspection (SLT-S-303).
D2,3,5 - Lockino Devices, Spacer Washers , and Threaded Engagement:
These items are not the responsibility of the as-built program with the exception of noting double nuts as a locking device. These deviations would be covered by several other programs. The hanger set and balance team insures that there is full threaded enJagement and a locking device for all adjusted hangers. Startup's preservice inspection program (SLT-S-303) covers these items. Also, other sampling programs resulting from the generic problem identified by the NRC CAT concerning nuts and bolts will address these items.
D4 - Component Identification: There were five components that were not properly identified: a strut manuf acturer, a spring can size, a O                                             5

e'
* 6 rear bracket for a strut the size of a welded beam attachment (a size l   ()                    larger than specified was installed), and the quantity of PSA-35 weld adapters (the original bill of materials was wrong). This represents a small error rate. Further, the spring size error would be readily identified by the hanger set and balance program. Both the spring can and the strut could also be identified during the preserv'ce inspection (SLT-S-303). These errors are rtadom and limited and were found not to j                         impact the design or function of the hangers.
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  ,                  a 14420.03 - N(D)-1 0917c
                ~
ENGINEERING INSPECTION AND EVALUATION OF QC I PIPE SUPPORTS AND SMALL BORE PIPING WNP-#2 Prepared For WASHINGTON PUBLIC PCWF.R SUPPLY SYSTEM
       ..                                            Septenber 15, 1983 (Revision 1)
Sepsembee-kr-1463-L
                                      ,       h         df Get. l..M-      k                   *'W' M 'I Project Engineer J                     Mafager, Engineeridg Mechanics Division f      wh            N#I                wO            YC kLDP.
f E-Supervisor, Engineering Assurance Division Msi'stant Engineerind '
Manager W' I t
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    }         '[;[r                                  Denver, Colorado 80217
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  ,            t REASON FOR CHANGES q                      Revision 1 b                      Changes from the initial report (dated September 1, 1983)
* ave been made and are identified with a vertical line in the right hand margin.
The affected page/section/ paragraph and the reason for each change is listed below:
: 1. Page 6, deleted the first item (bullet) under paragraph 3.5-C.
Reason for deletion:
During the final stages of the SWEC pipe support inspections, clearance was obtained for access to the Diesel Generator Rooms. Access to these rooms had been severely restricted due to ongoing major construction.
During the inspection in these rooms, the inspection team noted a deviation on pipe support SW-1048-22 and turned it over to the evaluation group. The evaluation group determined that the sketch made by the inspection team did not contain sufficient detail'to adequately assess the condition so a, reinspection was recommended. The SWEC team made two attempts to obtain clearance for access to the Diesel Generator Rooms to reinspect this support but were unsuccessful because of newly instituted security clearance requirements.            By this time schedule requirements dictated that the final report be prepared and issued, so this item was evaluated to the best of SWEC's ability as sketched on the inspection form and included in the final report.
Subsequent to the preparation and submittal of the final report to the Supply System, SWEC engineers were able to obtain access to the Diesel
. p)
(                          Generator Rooms and conducted two inspections of support SW-1048-22.
These inspections indicated that.the information on the inspection form was incomplete and that the condition assumed in the report did not
              .                exist.
4
: 2. Page 7, second paragraph of section 3.7. Added clarifying sentences.
Reason for change:
Expanded the text of the report to more accurately explain the results of Attachment E.
: 3. Attachment     E  " Engineering   Assurance   Evaluation",   page    2,   under
                               " Observation &
* Disposition":
l
* Changed the disposition of paragraph 3 Reason for change:
The only instants SWIC observed the starting cf as-builts before construction completion was when temporary items were involved (paragraph 4.2 of Bechtel procedure 14631/RL-1.00).            Providing this procedure is rigorously implemented, proper control of this work approach can be achieved.
* Replaced the fifth paragraph.
                .           I        Reason for change:
Developing an overall       audit program at this point in the j                                    construction schedule would probably not yield any benefits.
However, the current monitoring program must continue to be m                                scheduled and performed.
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  . 6 TABLE OF CONTENTS O                  SECTION                            TITLE                             PAGE REASON FOR CHANGES                                      i TABLE OF CONTENTS                                       1

==1.0            INTRODUCTION==
2

==2.0            CONCLUSION==
S                                            3 3.0            SWEC PROGRAM                                           4 3.1            Sample .                                               4 3.2            Inspection                                             5 3.3            Data Analysis                                          5 3.4            Evaluations                                             5 3.5            Results                                                5 3.6            Review of SWEC Activities                               7 3.7            Review of As-Built Program                              7 ATTACHMENTS A          Sample B          Procedure WRO-01 C           Inspection Results D          Trending Results I E           Engineering Assurance Evaluation O              -
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==1.0 INTRODUCTION==

       /G
       'd In May and June 1983, a NRC Construction Assessment Team (CAT) reviewed the Quality Class I as-built program for WNP-2 as planned and implemented by the contractor 'for the Washington Public Power Supply System (Supply System).
During this- review, discrepancies between the as-built documentation and as-installed pipe support configurations were noted by the CAT Team. The CAT Team also noted that previous reviews of the as-built supports by both Project QA (PQA) and Bechtel QA (BQA) had indicated different rates of deviation.
These three reviews were based on a relatively small sample of the pipe support population.                 As a result, the Supply System contracted with Stone &
Webster Engineering Corporation (SWEC) to perform an independent third party review of the QC I as-built program.                                       This review included a physical inspection of a relatively large cross-section of the QC I pipe support and small bore piping population, the analysis of deviations, and an engineering evaluation of the significance of the deviations.                                    In addition, a review cf the    as-built program was                        conducted            to-   ascertain compliance with the requirements of I&E Bulletin 79-14.                                                                            ,
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==2.0 CONCLUSION==
S q
* The present QC I as-built program in use at WNP-2 is acceptable and b-                                        meets the needs of the project.
The implementing procedures for the as-built program are satisfactory and meet ASME III and NRC I&E Bulletin No. 79-14 requirements.
Deviations found during the SWEC review, were determined not to have a significant effect on the structural integrity of the support.
Several isolated items found during the SWEC review may require further action by the Supply System. These are described in section 3.5 C of this report.
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                                                               .                                        STONE & WEBSTER a    EL   f L.           ..

3.0 SWEC PROGRAM g
I y           SWEC performed a third party review consisting of three parts:
: 1. Sample selection, physical inspection, and analysis of deviations for a significant sample of the hanger population.
Sections    3.1,   3.2 and 3.3 of this report provide details of the inspections performed including sample selection and data analysis.
: 2. Engineering      evaluation   of  deviations    found during the physical inspection.
Section   3.4     of this report     provide details     of   the   evaluations performed.
: 3. A review of the as-built program.
Section 3.7 of this report describes the review performed and assesses the   adequacy      of  the   as-built   program    relative    to   regulatory requirements.
SWEC's work was limited to 1) comparing as-installed conditions to as-built drawings, and evaluating any deviations, and 2) reviewing the contractor implementation of the QC I as-built program.          It was not within SWEC's scope of work to re-perform work done by others or to review the basis of the
    ,s            original design. Large bore QC I piping was not included in SWEC's Scope of
         ,'       Work. Also, since SWEC used as-built drawings for their inspections, it was
    "              assumed that any deviations previously found by Bechtel in the as-built program will be reconciled by others.
3.1 Samole Selection Supports and piping to be inspected were initially selected at random from the Bechtel computer listing of as-built drawings by startup system.              This list contains 2,270 QC I large bore pipe supports, 733 small bore QC I piping isometrics (with the associated supports), and 269 unique QC I small bore supports.
A sample of 15 percent of the population of large and small bore QC I pipe supports, small bore piping, and small bore unique supports was selected.
This sample size greatly exceeds the sa=ple sizes established in MIL-STD-105D for a 95 percent confidence level. For example, from a population of 2270 large bore supports, a sample of 340 supports was inspected to achieve 15 percent while MIL-STD-105D at a confidence level of 95 percent requires a sample of 125. On this basis, there is greater than 95 percent confidence level that the results of the inspection and evaluation of the sample can also be applied to the uninspected population.
A 15 percent sample consists of 340 large bore supports, 110 small bore piping isometrics,   184 small bore standard supports, and 55 unique small bore supports. The initial random sample was adjusted to assure a representative es               cross section of various support types and sizes which exist in the plant.
(     ;          The final sample and a breakdown by type,               system,   etc.,    is shown in Attachment A.
4
                                     -                                                  STONE & VVresTER -
         .. . g

w 3.2 Insoection m
      ."l                   Prior to commencement of the inspection phase, SWEC personnel were trained in weld measurement      and the inspection procedures       to  be used, and were familiarized with the plant and the history of the WNP-2 as-built program.
Inspections were performed and data were collected according to Project Procedure WRO Procedure for Engineering and Evaluation of . Pipe Supports (Attachment B).
Each pipe support was inspected for 17 attributes. The attributes selected for pipe support evaluation were primarily those associated with the structural integrity of the support. The 13 attributes selected for the small bore isometric evaluation were those considered to be associated 'with the structural integrity of the piping system and the configuration of the piping system. The results of the inspections by attribute are shown in Attachment C.
3.3 Data Analvsis The disposition of the attributes on each inspection form were inputed to SWEC's Pipe Hanger Information System Program (PHIS) and sorted by attribute, system and support type. From this information, the number and types of various deviations were compiled and results analyzed. Data results are shown in Attachment D.
3.4 Evaluations n
         )                  If during the inspection an attribute was determiried to be outside the
      ''                    tolerances established in Attachment B, it was marked as a deviation and evaluated. If the engineer on the' inspection team could determine that the deviation did not affect the structural integrity of the support, it was documented on the inspection form as acceptable. If the inspection team could not determine disposition of the evaluation, it was referred to an Evaluation Group. The Evaluation Group then reviewed the deviation against the criteria in Section 3.1.5.1 of Attachment B.            The effect of a deviation on the structural integrity of supports which could be accepted with calculations was so documented.
The basis for acceptance of the effect of a deviation on the structural integrity of a support was either by referencing existing design calculations
         ;,               , or by performing calculations based on existing load data provided by Burns &
or Gilbert Commonwealth. Generic acceptance of the effects of
              ~
Roe Inc.,
j deviations was also used where the Supply System has shown that those deviations will systetatically be remedied.         The details of these types of bases for acceptance are shown in Attachment B , Section 3.1.5.1.
3.5 Rasults The results of the inspection phase are shown in Attachment C.               They are presented in a tabular form indicating the number ~and type of deviations found.
A. During the inspection process, 141 supports were found to have fillet weld n                           deviations. These supports contained a total of 1150 fillet welds. There
()                           were 233 of these fillet welds that were not in conformance with the as-built documentation; 204 of which, were considered critical to the s _ _              structural integrity of the support.
                       .-                                              5
          " ' ' '                               -                                               STONE & WEBSTER
               . ' . . _ .M

e From the information shown in Attachment C, a trend can be seen in the area of weld measurement on the as-built drawings. A further sort of weld
(~                    deviations is presented in Attachment D.            In   the most common weld deviations, one or both legs of the fillet weld were 1/16" less than specified on the drawing.         Review of stress levels in these welds indicated that they were within allowable limits.
It would be highly reasonable (because of the large sample size) to expect a similar proportion of weld deviations to be found in the uninspected population. Since the sample size was greater than that which would yield a 95 percent level of confidence (discussed in section 3.1) it would be reasonable to expect a similar proportion of the weld deviations in the uninspected population and for them be evaluated and dispositioned (structurally adequate) with the same rate of success as in the inspected population       On this basis, SWEC is more than 95 percent confident that no deviations in fillet welds, which could adversely affect the structural adequacy of the supports, will be found in the uninspected portion of the population. Therefore, SWEC does not recommend that any further weld inspections be conducted.
B. Many deviations were found in is U-bolt side clearances for small bore supports. The supply system has an ongoing program to cover these clearance problems; therefore, they were not further evaluated by SWEC.
C. The following items were observed during the inspection process which =ay require further action by the Supply System:
(    f v                                                                _
b c
* Another condition observed by SWEC, was that insulation around small bore supports and pipes restricts thermal expansion pipe movement in the axial direction. It is recommended that the Supply System develop
         ,                  a program to account for this condition.
        !
* It was observed that the stiffener plates loc'ated on building steel for supports RCIC-16 and RCIC-19 were distorted. This condition is
        ,'                  not in the scope of the As-built Program but is being investigated by i                   Bechtel.
p         .
* During the review of the inspection of a small bore piping isometric, SWEC discovered that a deviation was noted by a Bechtel as-builder but
: j.                   was not followed up with a Request For Information (RFI) or Project q                    Engineering Directive (PED).        Bechtel is currently reviewing the
       ;.                   as-built drawings for this condition.
i-
* Where deviations were found such as missing parts, excessive g ap,s ,
b              ,
snubber settings , etc., the Supply System procedure SLT S303.0 was referenced for acceptance. SLT S303.0 references ASME XI which would exclude small bore supports for pipes one inch and below.               It is recommended that this procedure be revised to include QC I pipe (g                         supports for pipes of 1 inch and 3/4 inch normal size.
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           .                         Of the 689 large or small bore pipe support or small bore piping isometrics
_'                             inspected, 311 had deviations requiring evaluations. 78 were evaluated by the inspection teams. The!r effect on the structural integrity of pipe supports
(''              --
and piping were all determined acceptable.           233 required more detailed
:                        analysis by the evaluatin group.      The ef fect. of these deviations were also found acceptable to the criteria shown in Attachment B, Section 3.1.5.1,    ~
and t                        the section 3.5 C of this report. Where deviations were observed that could affect the structural adequacy of the support, they were analyzed and found to have sufficient design margin so that the structural integrity of the support was not compromised.
3.6 Review of SWEC Activities The Engineering Assurance Division
* performed an audit of the SWEC project activities to determine if the procedure in use adequately describes and controls the work, and if the work was being accomplished according to the P                                    procedure. Work performed by the field inspection teams was observed and the subsequent documentation by these teams as well as the Evaluation Group was reviewed. The project procedure, Attachment B, and the project's compliance to it were found to be satisfactory.
3.7 Review of As-Built Program An evaluation of the WNP-2 as-built program (as it applies to the QC I piping and associated pipe supports) was performed by SWEC's Engineering Assurance Division *. The intent of this evaluation was to assess the as-built program's complian'ce to ASME III and NRC I&E Bulletin No. 79-14 and its' ability to F V                              ensure that the engineering analysis applies to the actual as-installed k                                configuration (members, location, welds) of the piping system. The evaluation
:.                      was  conducted by reviewing the applicable procedures, holding discussions with
[                       appropriate personnel from the Supply System (the Owner), Burns & Roe, Inc.
              .                       (the A/E), the Bechtel Power Corp. (the Constructor) and others involved in the program, and by reviewing as-built documentation. The review concentrated on pipe supports and the construction program for identifying the as-built E                       configuration to the A/E.
I t
The results of this evaluation indicate         that   the written program        and
[;                     procedures are satisf actory and comply with ASME III and NRC I&E Bulletin No.
79-14 requirements. However, some procedural changes could be made to better describe interfaces between affected groups, reflect actual practices, and
               !                       improve effectiveness. A detailed list of the items evaluated, associated are described in Attachment E.              The fi observations,     and  dispositions dispositions regarding changes to procedures are suggestions that in SWEC's
* judgement could improve program effectiveness. A detailed list of the items evaluated and associated observations are presented in Attachment E.
Y
                !                          *The SWEC Engineering Assurance (EA) Division is a Division in the Engineering Department and is responsible for administering the SWEC Standard Nuclear Quality Assurance Program as it applies to engineering and design activities.
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14420.03 f                                                                  Attach =ent A i                                                                  Page 1 of 18
      ,1                                                                                        .
ei   t                        TABLE IA - LARGE 3 ORE SUPPORT SAMPLE 1,t s'
l' SUPPORT     REV.           SUPPORT           REV. SUPPORT                 REV.
f L
CAC     8e    2             LAC   10           2      t0R     493             4FO i
cAC    87    i             LAC   108          1      EOR     503             2 CAC     9     1             CAL   109          1        gg    903n            1 LAC    902N  2FO           LAC   111          3F0    tiOR    904N            3F0 I
CGnD 591    4F0            CAC   116          3      e0R     90cN            3F0 CCND 66o      2             CAC   117          960    ryg     573              1 l
h                                       CAL   lo           3                              270 t          cx0    9045  0                                       FOR     90GW i          URG    9055  0             CAC   18           *FO    pgg     9c13            2 uE     1     *FO           CAL    19          2      FOR     90lN            ZF0 9).
Ud     2     SFO           CAC   20           2      ppC     209              t
        .;         DE     3     3F0           CAC   21           3F0    PPC     210             3rl L
ue     35    2F1           LAC- 23            2      FPC     223             o Le     36    360           CAC   49           2      FPL     22*              DFC f
i O t:   4     6FO           CAC   5      ". 2      FPC     225              3FO k
I        DE     *0    260           CaC    50          4F0    FrC     22e              2 I
2F0 l
l' DE ' 41            2FO           CAC    e                  FPC     229             oF0 Oc     *2    3F0           CAC    78           L     FPc     *t               5pc I         r1       uE     $     *r0           CAC    8            1      FPC    42               :FO o
                ' O t:
66    *FL           CAC    80           IFO    rpc    y                ,
[       DE     904N  IFO            CAC    81          1      FPC    59              47u i-CAC   82           ZF0    FPC    oO               2F0
[-DE           90cm  1F0 905a   LFO           LAL    63          2Fu    FPC    e+               2FO hs ,b 00
(.,j b0        90aN   17c           LAL    8*          1      FPC    90cm              isG u                                         -
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14420.03 I: .  ~
Attacha nt A Page ~2   of 18 TABLE IA - LARGE BORE SUPPORT SAMPLE (CONTINUED) i SUPPORT       REV.           SUPPORT          REV.      SUPPORT               REV.
FPC    909N     1             LPCS 905N         2FO      MS      65            2FO FPC     919N     IFO           LPC5 907N         3        35     239            3Fc MPCS 1           3             LPCS 908N         ZF0      M5     290            360 neCS le          5             LPCS 909N         ZF0      MS     305            3F0 HPC5 17          SFO           MS    LC-lPd      2FO      m3     3no            gpo nPCS 16          4             M5    10u3N       2FO      MS     316             2F0 HPCs 31          7FO           MS    101         sFO      MS     set             2 l      nPC5 32          6F0           MS    115         4F0      Md     324            3F0 i
m.!       nrCS 36          9             MS    117         5F0      MS     3 5             1 I i MPCd 44          560           MS    L19         560      MS     328            2FO
[      nPCS 7           4F0           MS    120         oFO      g3     3,              rgo l        ;
[      neC5 907N        3F0           M3    121         3        MS     +5              5 t
[     NPCS 90dN        *FO           MS    157         5F0      33     47              opc
;         I i     HFCS 910N        3Fo           MS    163         cFO      33     993n            o
          )                                       .*
f      neCS 911N       380           MS    los         5        33     99,3            1pe E
MFCS 91em       2             M5    170         oFo      33     9973            tpg
{
[      LeC5 11         3F0      ,
M5    171        *FO       33     99en            tFo i
          !      LPCS 13         *FO           MS    2eo         2F0      MsLL 10                1
            . LPC5 38         3             MS    261         1        MSd 11                 ZF0 I      LFCS 39         *FO           MS    274         1        m3gt 12                1 i     . , -    i LPC5 57         *FO           MS    275        270       33gg 13                1
    /            LPLS el         4F0           MS    277        3F0       Mha 23                 2
           ; y C5 90 N           *FO           Ms    ne         2Fe       Msm 2,                 m y
u<..                      '                                             STONE & WEBSTER   -

14420.03 Attach =en: A Page' 3 of 18
(#~1 TABLZ IA - LARGE 30RE SUPPORT SR!PLE (COniaur J)
SUPPORT         REV.         SUPPORT        REV.       SUPPORT                                                                REV.
M5LC 27           1           dCIC 6           2        MSRV *6-7                                                              SFO MSLC 28           i           ACIC 80          oFC      MSAV 4C-2                                                              3F0 M5LC 19          280          RCIC 62         *FC       M SR v 56--2                                                           4F0 MSLC 31           1           RCIC 83          *FO      MSRV So-3                                                              2FV M5LC 32          2FO          RCIC 8e         4         MSRv     So-*                                                          3F0 MSLC 34          2F0          ALIC 66          2        MSAv 58-5                                                              3F0 M5LC 35           1           RCIC 91         2         M5Rv 5C-1                                                              4FO MSLC 39          2FO          RCIC 93         2         Mday DC-i                                                              3FO O          MsLC9             1           aC1C 95          3F0      M S v s c-3                                                            2Fu M5RV 2e-o        ZFC          RCIC 952N       2FL       RCIC 1C-10
* M5RV 26-o        3F0          RCIC 954N       3F0        RCIL 10                                                               3F0
     ;       MSAV lo-7        3F0          RCIC 9695       0         RCIC 11                                                                4 f       MSAV 3A-o
* ACIC 9705       1F0       RCIC 14                                                                *FO i
     ,[      MsRv So-5        3F0          RFw    151
* nu1L 1+                                                                4
      !;     MdRV So-o        360          new    152      2         RCIC 15                                                                o g-          .
5 MSRV 30-OPS      1F0          RFw    153      $          RCIC lo                                                               3FO r
i      M5RV 4A-lu       4            RFw   lo2       5F0        SCIL 17                                                               *FO L.
M 5hv
* A -*     3FO          AFw   le+       2          RCIC 19                                                               4FG MSdV 4A-5 2FO          RFw    177      4F0        RCIC 5                                                                5F0 l
      !      MSKV An-d        3F0          kFw    179      3          ACIC o                                                                360 M5Av   4A-9      2FO          RFW    162      7FO        RCIC 7                                                                5FO r'         "
    'i       M5AV wo-10       3FO          RFw   9*2N      O          KCIC 74                                                               260 y     -an.
       "~M5hV *c-o            oF0          AnA   SA-50     360        RCIC 79                                                               *FO E*                        .                                          STONE & WEBSTER 1: E .

w 14420.03 Attach =an: A Pagi '4              of 18 D                                      N" IA - LARGE 30RE 5UPPCRT SAMPI.E (CONTri.TED)
( ).
i SUPPORT                     REV.                   SUPPORT                             REV. SUPPORT                                     REV.
knk        da-33             3F0                  knR      37o                         *FO  KMR        963N                             3r0 RNR-       5A-54             2F0                  RMR      4Gd                         3FO  RKC       MA-1                              170 MMk        S A -5 o          RF0                  RMR
* id                        3F0  nnC        no-l                             0 RMK        SA-58             3F0                  RMR      414                         3FO  RRC        RA-1                             2FO AMR        S A -5 9          3F0                  RhR      415                         SFO  KRL        Sc-Il                            2FO Rnk         10                *FC                  Rng      416                         3Fo  anC        56-13                            L RHK         11                *FO                  RMR      445                         3FO  RRL        eo-14                            i RMR         135               SF1                  RMR      423                         RFO  RRC        do-15                            2FC RMR          13o               5                    AMR      431                         460  RXC        5 c' -l e                        2F0 KMR           136              360                   MMR      562                         *FO  RnC        1                                2 l     [          AMR           17               3 i-0                 RMR      563                         3FO  KRC         1C-1                            3FO RMR           170              2                     RnR      58*                         5F0  RnC         IC-13                           384 i          KMR           171              e                     RhR      565                         4FO  ndC         1C-1*                           4 j
RMR          172              ZF0                  RMR       58o                         *FO  knc         1C-15                           2 l     t l          RMR           173              380                  anR       co                          3    RRC        1C-oPb                           3FO I          knR           18               4                     gnR      e7                          ,    RRC         LC-9UUN                         G
      ?
l i          MMR           166              *FO                  Kha       oo
* anC        2                                *FC i          KnR          19                5FO                   nnR      70                          3    Rnc        4                                2
;     i.        .
!                kMR         370                3r0                  gnR       77                          3F0  RRC        4                                280 RMR         371                 *F0                  KnR       79                          4Fo  RwCu LC-1                                   4 I              f F.hn        37'z                380                   gng      g                           5po  socu IC-Lp3                                 2 i     .
RNR         373                 3r0                  RhR       61                          2    naCU LC-11                                  21-0 l
l O         _
                ^MR         374                 2                     knk      9                           6    RaCu LC-ie                                  360 h hb t   .                                                                                                                       STONE & WEESTER l      *: o
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r 14420.03 Accach:::ent A Page''5 of 18 TABLE IA - I.ARGE 30RE SUPPCRT SAMPLE (C0huuru)
SUPPORT        REV.         SUPPORT                  REV,    SUPPORT                REV.
kwCu 1C-2       2             Sw    10e                  1     sn    *tl             2 RwCu 1G-2rs     3F0           sw    107                  1    hw
* 13            3 AwCu 1Gw        2             SW    10e                  1    bn    +3                1 RwCu iC-7       3F0           sw    109                 3po   Sn    44               2FO KnCu IC-7Ps      1            sW    110                 2p0   Sw    4e               3F0 AwCU 139        3F0           SW    lli                 2     bd    47               2EU RnCu 1*O        2F0          Sn     112                 Spo   5w    +8               2. 0 ANCu 1+1        3            sw     138                 1     Sn    49               ZFO O
Q   ,
RnCu 145        3F0          dn    23                  g,     Sn    50               2F0 f           RwCu l*o        1            dn    26                  2      SW    51               1 t
l           SuT    20       1            SW    30                  1      Sn    905N             &
I i          sGT   900N      LFO          SW    3*o                 2      Sn    90cN             1 i
       ;          $GT   90lN      IFO          Sw    So4                '2      VR    1                3 l
8          SLC   90lN      1            Sw    So5                 t      VR    3                *ec I
                                                                              ~
                 .5LC   903N      2P1          $n    401                2       yk
* 3F0
       'h f          aLL   904N      ZFC         $w     402                2       VR    5                2F0 f
sLC   905N      2F0         SW     403                2       vR    900N             1
{
ha     100      1           Sn    404                 2       VA    902N             2FO ha     101      3F0         sn    40o                 2
        .         ha     10'2     1           Sn    407                 2 Sn     103      1           sn    408                 2 0           ,;b 'n,   10,4      1           SW    *09                 3
           ,y ha    105       1           Sw
* i0                2 L, F* *~''
f .7% ,
                                       .                                                  STONE & WassTER  A
: f. ~b?'i

j                                                              14420.03 j                                                             Attach =ent A
        !                                                             Page 6 of 18 O. .
Ci.
TABLE I3 - SMALL HORE ISOMETRIC SAMdL2 r
ISOMETRIC    REV.       ISOMETRIC         REV. ISOMETRIC                 REV.
uu     2532 3   +        CAC    2759    5     9     Ms   2614       1         7 00     2533 1   6FO      CAS    3085    2     9FO  M5    2615       1        7 00     2708 1   7FO      CAS    308o    3   10F0 . MS    2617       1         7 00     2710 3   6F1      CAS    3068   3      9FO  MSLC 262e        1         2 UO     2711 1   5FO      CIA    4101    1    4      MSLC 282e      2          4F0 00     2715 3  4         CIA   *115     1     5     RCC  2*70      2          1 OsA    253o 1  oFO       CONO ho31     3     e      nCC  2474      2         U 05A    2729 2  7FO       COND 4o31     4     5      ACIC 1477      '.        2 (5
    \_/      usa    2732 1  3F0       COND 4631     5     5      RCIC 14e2      2         9
       !     Ow     115* 7 12         COND 4631     o     5      RCIC 1484      2         3 t
;      f     FOR    2222 2  7         QCW   2518    1     6FO    RCIC 1486      3         5FC f
h     FPL    293+ 1  4F0       DCW   252u    1     4      kCIC 2558       1        e
!       !    FPC    4444 2  5         OCm   2722    1     7FO    RCIC 25o0       1        8 I'     .
hPLS 1958   1  8         DCW   272*    1     SFO    ACIC 2560      e          8F0 i
HPCS,1456   3  7        DCW    4329    1 I
f                                                   SFO. RCIC 25eo      lo         e
      ;      nPCS 1959   2  8FO      OCW    4603    1     3     RCIC 25o0      to         5 e
       ;     hPCS lo45   1  3        OCw    +640    1     2FO   ACIC +529        1        3 1
(     LPCS 1627   i 11        O t:   2840    1     4F0   RHR   19e8       i       12F0 l
\      ,
L.PCS 2565  1 13FO      00     2525    3     6FO    Rrin 1968      e         970 j            LPCs3b77    1 10F0      00     2526    3     7FO    RhR  2 Ole      1         5F0 i
MO     1288 2  5        00     2527    1     5F0   nHK   2020
* O                                                                            1
    ~'f      MS     1293 1  6        00     2528    1     570   Rna   2104       i       10 i
[ . E$        1*25 1  8        60     2531 3      5F0   Rnk   22o*      1        10
[..
t -'                     -
STONE & WE8 STER   -
t ~i .
ix

  . r.
14420.03 Attachment A Page' 7 of'18 O                        TABU 13 - SMAI.L 30RZ ISOMETRIC SAMPLZ (CONTINUED)
ISOMETRIC         REV.       ISOMETRIC           REV.
RnR    2287  2      4          Sd    1038   4      9 RnR    2289  2      SFO        SW    10*6   2      5FO AMR    2578   1     470        Sd    152o  178     4 RMR    w34    1     8FO        Sw    1529   4      e RnR    4515   1     5          Sw    1532   3
* RMR    4525  i      7          SW   2515    1      1 RRC    133o  1      a          SW   2521    1      4 Rhc    1337  1      6FO        SW   2598    1      o RKC    1337  3      4          hw   2706    2 7
        ;        RAC    1549  1      8          Sw   2717    1      IFO
        !        RRC    1551  4      8          SW   2723    1      5 i
[        RRC    1552  6    12           SW   4222    4      4 i        RRC    194o  1      7          SW   44*1    1     7FO I
i        RRC    *300  3      7          SW   45o4    1     2 kwCU 3084    1      5          Sw   4565    1      1
[        SuT    %*9   2      3         SW    4o18    1      1 s
!       j        SGT    44*9  3      3         SW    4641    1     2 I
i        5LC    %5o  2      3          SW    4642    1      1 f ' ha          1006 2      7 t
f SW     1032 2     10F0 Sn     1039 3      4
' O ''           Sd     1035 5      4 I
         !    ,'SW      1038  1     5
::                                                                  .,- . . . . .,. . A
          ?.~.. .
4

r i
            .                                                                    14420.03
     .                                                                          Attach =ent A I                                     .                                  Page 8 of       18 (A)
TABLZ IC - SMALL 30RZ SUPPORT SAMPLZ i
SUPPORT           REV.          SUPPORT            REV. SUPPORT                REV.
AB     de*-7     06             uCW   +603-13     3        00     2710-33         oF1 LAC    2759-21   9             uLa    *o*0-11     2FC      00     2710-s*         oFL
                                                                            ~
CAC    275's-52  9             DE     2640-12     3FO      00     2710-35         oF1 CAS    3065-21   9F0           Os     2840-13     3FO      00     2710-3o         oF1 CAS    3085-22   9F0           ue     2 e 40 -l+  3F0      OsA    253o-1s         IFO La5    3065-25   970           uE     26-0 -15    SFO     DsA     253o-13A        170 g          CA5    308o-34  10F0           DE     2 840 -i o  440     OsA     15 b6 23 F      1r0 i
         !          CAS    3066-32   o             DE     26+0-17     3F0     OSA     2729-21        7FO CIA    4101-11   4             00     252o-Si     750     05A     2729-44        7FO I,
CIA    *101-12
* 00     252e-32     7FO     OSA     2719-23        7FC f         via    +101-13   4             00     2526-33     7F0     bdA     2729-2+        7FU CIA    4101-14   4             00     252e-b4     7FO     DhA    c719-15         7Fu CIA    *115-11   0             00     252o-35     7FO     05A    2729-%e         7FO OCd    2513-11   1             00     2533-11     oF0     On      115*-71 uLW    2516-11A  oF0           uG     2533-12     eFC     Dw      115*-72 OCw    2513-118  oF0           00     2533-13     cFO     Fec    c93*-11         *F0
           ;         DLW   251d-12   oF0           00     2533-14     oFO     FPC    293*-11         *ru l
DCd   2520-11   4             00     2533-15     oF0     F et.  * ++, -2 1      5 1                    .
OC4   272*-11   5FO           00     2708-11     7FO     FPC    *,4   -23      3 bla   2727-lit  2F0           00     2708-12     7FO     FPC    * **, -2 4     5 i
            ;        GCn   4329 11    5FO          v0     2706-13     7FC     Fec    ***,-23        3 rN
    'vl              DCn   *o03-11    3            uO     2710-31    oF1      FPC    4 -** -z o     5 i
                           *e03-12    3            00     2710-32    oF1      MPLS 1*56-12
            '{- . u'Ca                                                                              e
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g LM                             .                                          STONE & WEBSTER '
k aw w

r 14420.03
        !                                                                                                                                     Attachment A Page 9                     of 18
* O'a TABLE IC - SPE.I. 3 ORE SUPPORT SAMPLE (CONTEMED)
SUPPORT                       REV.                    SUPPORT                           REV.                          SUPPORT                                              REV.
      .            nPC5 1*5o-13                  6 MSLC 2826-23                     *Fu                        RMR                           19o6 -11           12F0 RCIC 1477-41                     2                          RhR                           19ea-oi               9FC MPLS 1459-21                  0F0 RCIC 1482-21                     9                          knk                           19ao_o2               9pg nPCs 1959-i2                  eFo RCIC 1982-2%                     9                          Rng                           49ee_o3               ypg nPCS 1459-23                  8FC RCIC 1466-31                     bi-0                       RHR                           19 e e -o*            9FO HPCS 1*59-2*                  spo KCiC 2556-12                     6                          nnR                           1968-os               9F0 I
HPCS 1459-25                  6FO RCIC 2500-12                     4                          AnR                           2018-11                SFO LPL5 lo27-11A               11 RCIC 2560-13
* RMk                           2018-12                5F0 LPCs lo27-llo               13F0 1         2 60-1*
* RNR                           2020 '13               3 LPCS 25o5-ilA               13F0 00-lo                                        xnd                           2020-13                3 Ol             LPCS 25o5--11s              11 o
                                                                                                                                                 *                       ~
LPCS 25e5-11C               13F0 RCIC 25o0-1o3                    o                          knR                           2104-11            10 LPCS 2565-12A               13F0 f                                                              KCIC 2560-le
* o                          xNR                           2104-12            10 LPCS 4565-12e               11 60-165           6                          Khd                           Z M76            @
t        LPC5 3C77-11             ' IC FO l
RCIC 25o0-1o6                    o                          RnA                           2107-i10           10
[        MO    12nd-41                6
* RCI          2300-107            o                          RnR                           22o -11           10 MS    1293-13                6 I
KCIC 2560-lob                    6                          MMn                           22o*-12A          10 I        M5    1425-15A
* MS    1,25-15 e              +
KCIC 25o0-18 1                   5                          Knn                           22o4-12e          10 RCIC 2560-162                    5                          RMk                           2207-21
* M5    1425 -15 c             4 RCIC 25o0-o1                     6FO                        Rna                           42s9-41                    Fo j        M5    1425-le
* RCIC 25o0-64                     6FO                        RnN                           2576-il A             4F0 MSLC 2626-11                 2 RCIC 23o0-63                     b i-0                      RNn                           257e-tie              ., F u
           .       M5LL Za4o 41                 SFO Rt IC 25o0-6*                    eFc                        anR                           e37e_t32              ., g g
                                                ., r g l MSLC idio-it StoNa &,Wesstrm g
ig
:y., -
o--
                               - - - - -             ,-n-. _ , , - - , _   ,,-.,w.-,    - . - , _ .-,.e-,      - , , , , , , - _ - - . - _ , - - . - _ , , , , _ ,
                                                                                                                                                                -          -    - - , - - - -_e.   - - - . - - .

14420.03 Attach =ent A Page 10 Of 18-l     l TABLE IC - SMAIJ BORE SUPPORT SAMPLE (CONTINUED)
SUPPORT                  REV.       SUPPORT               REV.
RnR       2578-12s        *FC         dw     1032-22        10F0 RnR       +*3*-11A        8F0         Sw    1032-23         10F0 Rhk       443*-12         oFG         Sw    1035-51           4 RnR       4515-11         5          Sw     103d wi           9 RNK        4515-12         5          Sw     1038 *2           0 RRC        133o-tl e       8          :2w    1036 -*h          9 KkC        133o-12        e           sw     1048-22          SFO RkC         1337-19        SF0         sw     1048-23          5F0
( )          RRC         1337-15A     '5FO          SW     1515-11           1 RRC         1337-15 e      $FO         $w     2515-12          1 AKC       1549-13         8            dw     2521-11
* KkC       1551-*1         6            sw    2521-12           4 RRC       1551-43         8           Sn     271.7-11          IFO kRC        15 52-o3 A     12           $w     2723-11           5 RRC         1552-o3e      12            Sw     4*41-11           ZF0 ARC        '1552 o4       12            sw     **41-12          7FO RMC         1352-o5       12            Sw     ***t-13          7FO 1
RkC        4300-33 A        7           hw     4*41-l*          7F0 l
ARC        4300-33o        7            dw     *** l -15        ZF0 r
Rkt        +300-3*         7            sw     ***l-lo          2F0
             .kxC         + 3 00 -3 5     7            Sn     45o*-11          2
             - 5G T      4**9-31          3            Sn     *5o5-11          1
            ;. . t. .      .
Aha           1032-41      s lC FO         sw     +5o5-14          1 1
5.
                      ~'
                                                   -                                               STONE & WESSTER I-

  ,9                                                                                                         '
[
           - d.
14420.03 Attachment A
            ~P Page 11 of 18 C l2 TABLE ID - SMALL SORE UNIQUE SUPPORT SAMPLE l
                - SUPPORT                  REV.        SUPPORT                 REV.         SUPPORT                       REV.
                                                                                                                                         )
CMD      1000-15       1F0         MS      ***6 *2         IFO         sLC        4*52-3*              u LnD      1001-15       0           MSLC 2820-12           0            dLC        4*52-71A              1F0 CAD      1001-1o       0           MSLC 2820-14           1F0          hLC        **52-716             leu 6
LRD      9145         0            MSLC 2820-22          0             sLC        4*52-73              1F0 HY       +230-15      0            MSLC 2820-23           IFO          dLC        4*53-*5              1 hY       *230 -l o    O            MSLC 2820-*1          0             SLC        +*53-o5              1r 1 nY      4234-lo       2F0          MSLC 2820-*3          IFO           SwC        **53-oc              7 NY      423*-17        1           MSLC 2820-45          0             SLC        *,53 cy            0 NY      423o-15       2F0          M5LC Zo21-22          0           . s LC      **75-110           0 nY      *23o-16        1           MSLC 2821-39          0 HY~     *23o-17       2F0          MsLC 2821-*1         0 nY      4237-11 u   10 F0          MSLC 2822-33       .O HY      4237-17       1            MSLC 2823-23         0
            ,_ MS          13o8-11       IFO          MSLC 2823-32         0
               ~
i                  Md      Z o 19-511    1FO         MSLC 2823-39          0
                 =NS ' - 2o19-314        1F0         MsLC 2b23-*1          0
       . ." M S            2o19-320      1F0         MSLC 2643-42          0 IMS          2o19-*2C      0           MSLC 2623-43          o
      ~
i
[M5       2o19-43       1           RRC    1819-21        0
              ~ .M5        4**e-12      0            kKC    1Y*c-32    -
U.         i
                         ,   s                                     .
                 'MS
                           ***6 -13     0            sLC    **52-11        LFu O         ~t M-
                           -*-   -2 1    1Fo         s'C      -s2-12       1F0
         ' ,','Mi
: 9. * '4**6-*t1
                                      - 0            SLC    4*52-31        1.20 w;
          , ,p.
          ""I N 2 v. . >.
                                             .                                                        STONs a WEssTTR
          .7

14420.03 ATTACHMENT A
   /~}
v PAGE 12 0F 18 TABLE IIA LARGE BORE SUPPORT SAMPLE - DISTRIBLTION DISTRIBUTION OF SAMPLE BY SYSTEM SYSTEM DESIGNATION                    TOTAL HANGER     157. SAMPLE     HANGERS AUDITED (Description)                          (Per Bechtel Data Base, 8-1-83)
           !          CAC      (Containment Atmos. Control)         102             15                27
{          CEP      (Containment Purge Exhaust)              6             1                0 COND     (Condensate)                            27            4            -    2 CPR      (Cond. Filter Demineralizer              2             1                0 System)
CRD     (Control Rod Drive)                       0*           O                 2 CSP     (Containment Purge Supply)                3             1                0 DCW     (Diesel Cooling Water)                    4             1                0 O
t,    f
    '~'               DE (Diesel Exhaust & Intake Air)            65  _       10                 13 DO      (Diesel Fuel 011)                         6             1                2 EDR     (Equipment Drain Radioactive)             6            1                 5 FDR     (Floor Drain Radioactive)                 5            1                 4 FPC     (Fuel Pool Coolant)                     45             7               16 HPCS    (High Pressure Core Spray)              60             9               14 i               ,     KY      (Hydraulic)                               2            1                 0
,                     LPCS    (Low Pressure Core Spray)               44             7               11 l
MD      (Miscellaneous Drains) 2            1                 0 MS      (Main Steam)                          255            38
               ;                                                                                     36
           ,i.'' MSRV (Main Steam Relief Valve)             147            22                23
                   . MSLC   i (Main Steam Valve Leakage              41              6               15 i
Ocntrol) c
('~)s s-                  *No supports listed on large bore data base. These supports are listed on
: v.      small bore data base.
r..                       s
             . {( 6
           . .c.ga . ~                                        -
Dy.i                           ,
STONE O WE857tR
              - W; -
           &O ._
1

  .   ''T 14420.03 A'ITACHMENT A PAGE 13 0F 18 TABLE IIA CONTIhTED SYSTEM DESIGNATION                        TOTAL HANGER          15% SAMPLE      HANGERS AUDITED (Description)                             (Per Bechtel Data Base, 8-1-83)
RCIC   (Reactor Core Isol. Coolant)            172                  26                   27 RFW    (Reactor Feed Water)                      41                    6                   9 RHR    (Residual Heat Removal)                 615                  92                   48
                   'RRC     (Reactor Recirculation)                  82                  12                   18 RWCU   (Reactor Water Clean-up)                 31                    5                  14 SGT    (Stand-by Gas Treatment)                 24                   4                     3 SLC    (Stand-by Liquid Control)                  7                   1                    4 SW      (Service Water)                         453                  68                   41 VR      (Radioactive Vent)                       16                   2                    6 RCC     (Reactor Closed Cool. Water)               1                                       0
__1 TOTAL                                          2264                 344                  340 f.. .
v l    s e , ~-
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           =
l l            <
O
      ,3
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14420.03                     ,
ATTACHMENT A
    /
PAGE 14 0F 18
(]s TABLE IIB LARGE BORE SUPPORT SAMPLE - DISTRIBUTION DISTRIBUTION OF SAMPLE BY SUPPORT TYPE TOTAL NUMBER SUPPORT TYPE                          OF TYPE          15*. SAMPLE    HANGERS AUDITED RIGID                                    1066                160              136 SNUBBER                                  526                 79               87 9
SPRING                                   426                 64               72 STRUT                                     246                 37 45 TOTAL                                    2264                340             340
("t V                                                                        _
{
TABLE IIC LARGE BORE SUPPORT SAMPLE - DISTRIBUTION DISTRIBUTION OF SAMPLE BY ASME CODE GROUPS CODE GROUP                  TOTAL NUMBER        15* SAMPLE            HANGERS AUDITED l                              A                          391                   59                      73 B,C,D                     1873                  281                    267 TOTAL                           2264                  340                    340 I
b i
3 4-b +
l    96 3%+,
              ., [                              ,                                                  STONE & Wassism

9 14420.03 ATTACHMENT A
()                                                                                   PAGE 15 0F 18 TABLE IID SMALL BORE ISOMETRIC SAMPLE - DISTRIBUTION DISTRIBUTION OF SAMPLE BY SYSTEM SYSTEM DESIGNATION                    TOTAL ISOMETRICS    15?. SAMPLE      IS0s AUDITED (Description)                         (Per Bechtel Data Base, 8-1-83)
CAC     (Containment Atmos. Control)          10                  2               1 CAS    (Control Air System)                  14                  2               3 CIA    (Containment Instr. Air)              71                 10               2 COND   (Condensate)                          10                  2               4 CSP    (Containment Purge Supply)              2                 1               0 DCW    (Diesel Cooling Water)                34                  5               7 DE     (Diesel Exhaust & Intake Air)           8                 1               1 g              DO     (Diesel Fuel Oil)                     77                 11              11 DSA    (Diesel Starting Air)                 21                  3               3 DV     (De-mineralizer Water)                  1                 1               1 FDR    (Floor Drain Radioactive)               6                 1               1 FPC    (Fuel Pool Coolant)                     4                 1               2 HPCS   (High Pressure Core Spray)             11                 2               4 HY      (Hydraulic)                            8                  1              0 i             .       LPCS    (Low Pressure Core Spray)             16                 2               3 l
HD      (Miscellaneous Drains)
* 8                 1               1 i
MS      (Main Steam)                          31                 5               5 MSLC    (Main Steam Valve Leakage              13            2                   2 Control)
RCC ' (Reactor Closed Cooling Water)             4            1                  2
_                 RCIC    (Reactor Core Isol. Coolant)           65           10                  10
  \_)
9 n ge . . .                                       *
            -W"                       -
                                              ,                                                   STONE & WEBSTEft
         ' r $E ~

S l
l 14420.03                 l ATTACHMENT A             1 PAGE 16 0F 18 O                                                                                                                             i TABLE IID CONTINUED SYSTEM DESIGNATION                                               TOTAL ISOMETRICS  15?. SAMPLE    IS0s AUDITED (Description)                                                   (Per Bechtel Data Base, 8-1-83)
  .       RRR     (Residual Heat Removal)                                          88             12               12 RRC     (Reactor Recirculation)                                          47              7                8 RWCU    (Reactor Water Clean-up)                                          1              1                1 SA      (Service Air)                                                     2              1                0 SGT     (Stand-by Gas Treatment)                                          6              1                2 SLC     (Stand-by Liquif. Control)                                        2              1                1 SW      (Service Water)                                                 161             23               23 TOTAL                                                                   721           110               110 l
O d'
4
                                                                            ~
5:.:.
                                                                                                              .. . . .... . A

r                                                                                     -
14420.03
                                                                                                                    ~
ATTACHMENT A PAGE 17 0F 18 O
V TABLE IIE SMALL BORE ISOMETRIC SAMPLE - DISTRIBUTION DISTRIBUTION OF SAMPLE BY SYSTEM
 ,                         CODE GROUP                                       TOTAL NUMBER                       15% SAMPLE                             IS0s AUDITED A                                                   50                                             8                                   10 B,C,D                                              671                                      101                                     100 TOTAL                                                721                                      109                                     110
      ~J TABLE IIF SMALL BORE UNIQUE SUPPORT SAMPLE - DISTRIBUTION DISTRIBUTION OF SAMPLE BY SYSTEM SYSTEM DESIGNATION                                                   TOTAL HANGER                           15% SAMPLE          HANGERS AUDITED (Description)                                                         (Per Bechtel Data Base, 8-1-83)
CRD       (Control Rod Drive)                                                     32                               5                                   4 HY        (Hydraulic)                                                             52                               8                                   9 l                        ltS       (Main Steam)                                                            64                              10                                 11 MSLC      (Main Stm. Valve Leakage                                             103                                16                                17
               .,                  Control)
                      ~ RRC        (Reactor Recirculatisn)                                                  9                               2                                   2 w.
SLC       (Stand-by Liquid Control)                                               71                              11                                12 i
t TOTAL                                                                            331                                52                                55 (s_-
l         l  M '.~a                                %
ge                                                                                    -
                                                                                                                                                                   . . . . ....,.. A-I           .;cu; -
l                      _ _      _. _ . . _ _ _      _ _ . _ . , - -_. .           - _ . - - - -     -.    - . - - - - - - - - - - - -       - - - - - - - ' - - - - - - - - - - -

14420.03 AITACHMENT A PAGE 18 0F 18 TABLE IIG SMALL BORE UNIQUE SUPPORT SAMPLE - DISTRIBUTION DISTRIBUTION OF SAMPLE BY ASME CODE GROUPS CODE GROUP                TOTAL NUMBER          15*. SAMPLE      HANGERS AUDITED A                            139                   21                  18 B,C,D                        192                   29                 37 TOTAL                           331                   51                ~ 55 O
TABLE IIH SMALL BORE UNIQUE SUPPORT SA?!PLE - DISTRIBLTION DISTRIBUTION OF SAMPLE BY SUPPORT TYPE j
SUPPORT TYPE               NO. SAMPLE           15'. SAMPLE       MANGERS AUDITED 1
RI,GID                           258                  39                  40
          ..       SNUBBER                           62                  10                  10
        , p.       SPRING                            11                    2                   5
          ~"
TOTAL                             331                  51                  55 w
w
         .1, 99 -               s
                     ~
STONE & WEBSTER
        ,N*

14420.03 Attachmmnt B 2                                          Total pages - 20 p        J.O. No. 14420.03                                                 WR0_01 Revision B w.
        '-                                         PROCEDURE FOR ENGINEERING INSPECTION AND EVALUATION OF PIPE SUPPORTS PROJECT INSTRUCTICN NO. 1 J.O. No. 1442C.03 e                                                    WNP-2 WASHINGTON PUBLIC POWER SUPPLY SYSTEM WRO-01 7         APRDVALI:
DATE:
         ^
aw PROJECT ENGINEER f st/f5
                                                                         ,  8 3/ Q i () f DCC EMD MANAGER                               '
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      . M. .
        ,g.s .                                         .
i rdy s. -                         ,
STONF & WEBSTER
:.q:
  , . car.

WRO-01 Page 2 Revision B TABLE OF CONTENTS Page 1.0      PURPOSE                                                                      3
   ~

==2.0      INTRODUCTION==
3 2.1     DEFINITIONS                                                                   3

==2.2     BACKGROUND==
3 23       LIMITATIONS                                                                  3 30      GENERAL PROCEDURE                                                             3 31      SAMPLE SIZE AND TRENDING OF RESULTS                                           4 3.2     ENGINEERING REVIEW CHECKLIST                                                  4 33      COMPUTERIZED DATA MANAGEPINT                                                  4 34      DOCUMENTATION AND FINAL REPORT                                                4 4.0     ORGANIZATION                                                                  4 5.0      DETAILED PROCEDURE                                                            5 5.1      SCOPE                                                                         5 5.2      DATE COLLECTION                                                               5 bs        53       TRAINING                                                                      6 5.4      INSPECTION                                            ~
6 5.5      DEVIATION EVALUATION                                                          7 5.6      DOCUMENTATION OF REVIEW                                                       8 5.7      COMPUTERIZED DATA MANAGEMENT                                                  8 5.8      SAMPLE SIZE AND TRENDLNG                                                      8 5.9      DOCUMINTATION                                                                 9 ATTACHMENTS A Support, Checklist B Isometric Checklist C Inspection and Evaluatica Guideline - Activity Sequence D Support Inspection Guideline E Isometric Inspection Guideline F Calculation Form i
O Es e   . . .... A 2                                                                                                                    l

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WRO-01 Page 3 g                                                                    Revision B 1.0   PURPOSE This docu=ent defines the scope,         organization,  and procedu.es to be employed by SWEC in performing           WR0-01,  Engineering Inspection      and Evaluation Quality Class I (QCI) of Pipe Supports and Small Sore Piping.

==2.0   INTRODUCTION==

2.1  DEFINITIONS SWEC - Stone & Webster Engineering Corporation The Supply System - Washington Public Power Supply System Data Package - All information associate with the inspection               of   an individual pipe support including as-built drawing and checklist.
Final Data Package -      All information associated with the inspection and evaluation of an individual pipe support er s=all bore pipe including signed checklist together with as-built drawings, attachments, and calculations as required.
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==2.2 BACKGROUND==

In May and June of 1983, the NRC Construction Assessment Team (CAT) reviewed the Supply System pipe support as-built program, as planned and i=plemented by the Supply System contractor.              During this     review, discrepancies between as-built docu=entation and as-installed             support configurations were discovered.      As a result, an independent third party review is being =ade. This procedure addresses that pcetion of the third party review concerning engineering inspection and evaluation of pipe supports.
2 3 LIMITATIONS It ,is not in SWEC's scope of work to reperform design work done by others, or to review the basis of the original design.        SWEC work will be limited to comparing as-installed conditions to the appropriate as-built drawings.
l            The folicwing describes the procedure for our review and the steps to be taken if discrepancies are identified.
30 GENERAL PROCEDURE l
SWEC will perform and document an engineering inspection and qualification of a representative sample of the QC 1 pipe supports installed on the Supply System      -
Unit #2 project.      The review will include on-site inspection of the pipe supports by experienced engineers and/or designers.
The installation will be evaluated against the design documents of record 9   -
(as-builts,     specifications,    etc.) using a checklist of pertinent
:.- engineering attributes as a guide.       Deviations from the design documents W
will be noted in the checklist and will be evaluated based on engineering
{;.- judgment and/or calculations.           .
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WR0-01 Page 4
    ,                                                                     Revision 3 u/
I Deviations that are found to be unacceptable (i.e., prevent the support from serving its intended function) will be documented in the checklist and made known to the Supply System in accordance with 5.5 3 31    SAMPLE SIZE AND TRENDING OF RESULTS                                            l i
l The subject pipe supports will be divided into populatien groups based upon          I support type and pipe size.       The results of the inspection for each of          ;
these populations will be evaluated periodically to determine trends.                '
The objective of the sampling and trending program is to identify as rapidly as possible any areas of genuine engineering concern.          By using this type of approach, SWEC can facilitate the initiation of required                1 rework by the Supply System en a timetable ;cmpatible with the fuel load schedule.
32 ENGINEERING RE'lIEW CHECKLIST l
The engineering review checklist in Attachments A and B is designed to be a one-page   (two-sided)     document   that  addresses concerns, pertinent     engineering provides    traceability,   and documents  the   review. It   also documents deviations identified and the disposition of those deviations, together with identifying the engineer er designer that performed the h          review.
33 COMPUTERIZED DATA MANAGEMENT SWEC will use PIPE HANGER INFORMATION SYSTEM (PHIS) (IS-202) program for data management to track the progress and status of these pipe support tasks.
l              3.4 DOCUMENTATION AND FINAL REPORT l
!              The original data packages will be maintained on file by SWEC.                The computerized progress reports and data vill be maintained by SWEC and provided to the Supply System upon request. Copies of all final data packages and calculations produced will be turned over to the Supply System at the co=pletion of the task.
SWEC will provide a final report which will state the findings, and delineate corrective actions taken during SWEC's execution of this task.
4.0 ORGANIZATION
!             SWEC will i=plement, control, and monitor the activities required to review the QC I pipe supports which have been as-built under the Bechtel as-built program. This task will be performed under the directicn of the SWEC Project Manager located at the SWEC Richland, Washington office and the j   i     SWEC Project Team located at the site.
            .                s l
l STONE & WEBSTER l         &

pp WRO-01 Page 5 Revision B U          On-site inspection and evaluation of the pipe support installation will be perfor=ed by a Project Team reporting to the SWEC Project Engineer at the WNP-2 site. The Project Team will identify acceptable supports, docu=ent and evaluate deviations, track daily progress and update the co=puterised database.
Inspection will be performed by teams consisting of two engineers or one engineer and one designer.       Where convenient one engineer or one designer may perform an inspection. The Inspection Team will evaluate deviations as discussed in Section 5.5.1. The balance of the deviations as discussed in 5.5.2 will be evaluated by an Evaluation Group.            Computer tracking and trend analysis will be a function of the Evaluation group.
The Project Engineer will work closely with the Supply System to ensure that the goals of the review program are met satisfactorily.
5.0 DETAILED PROCEDURE 5.1 SCOPE SWEC will perform a detailed inspection of 15% of the QC 1 large bore pipe supports, together with 15% of the QC 1 s=all bore piping and associated supports, including small bore unique supports.       No large bore piping will be inspected.
There are 2270 large bore QC 1 pipe supports on this project.                 15% equals 340 supports. There are 733 small bore CC 1 piping isometrics on this project. 15% equals 110 isometrics.      There. are 268 a=all bore unique supports. 15% equals 55 supports.
The supports and piping to be inspected shall be randomly selected from the Bechtel computer listing of as-built drawings by start-up system.                    The initial random selection will be adjusted to assure a sa=pling of support type and si::e.
5,2 DATA COLLECTION i
A* separate data package will be assembled for each pipe support or pipe r           that =ust be inspected. This package will consist of:
I
: 1. An engineering review checklist (Attach =ent A or B).
: 2. A copy of the as-built pipe support sketch or iso =etric drawing (the as-built docu=ent is a marked-up issue of the issued for construction docu=ent).
                                            ~
SWEC' will use Bechtel-controlled files to determine the latest docu=ent c record. Copies of required -docu=ents will be requested from Site Document i           Control.
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WRO-01 Page 6 devision B 53 TRAINING Shown below is the training required for all personnel assigned to this task.      A training record will be maintained in a sit'e located job book:
: 1.    " History of the WNP-2 Pipe Support program", and a Sumr y of the Bechtel as-built program, given by Mr.         L. Cantin of Bechtel Construction.
: 2.    " Weld Measurement", given by Mr.      P.J. Inserra of the Supply System.
3     "I=plementation of the SWEC Checklist, Tolerances and Inspection Guidelines", given by Mr. Paul Hector of SWEC.
: 4. Plant familiarination tour, escorted by Mr. L. Geering of Bechtel Construction.
5.4 SUPPORT INSPECTION Each inspection team will perform on-site inspections of assigned pipe supports and isometrics and will review each installation against the f,J support design documents of record.          Pri=arily those di=ensions pertaining to the structural adequacy of the support will-be checked. Each checklist attribute will be checked under the appropriate column at the time of the inspection, indicatin3 whether the attribute is not applicable (NA), is acceptable (A), or is a deviation (D).
A deviation is an attribute which falls outside the tolerances established in Attachments D and E.
Any deviation will be noted in the Cccments colu=n of the. checklist and/or in other appropriate documents attached to the checklist in the data package.
If, the deviation is noted on other than the checklist, the docu=ent on which it is noted will be cited in the Coc=ents colu=n af the checklist, and that docu=ent will be affixed to the check lists.
A member of the inspection team will cc=plete and sign the checklist in Ecordance with Section 5.5.1 of this procedure.
Attachment A             Support Checklist Attachment B             Isometric Checklist i
Attachment C             Inspection and Evaluation Guideline -
Activity Sequence Attach =ent D            Support Inspection Guideline Attachment E             Isometric Inspection Guideline
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WRO-01 Page 7 Revision B O           5.5 DEVIATION EVALUATION The cited deviations will fall into two groups:                those which can be evaluated immediately by the inspection team and those which will require a more detailed evaluation by the Evaluation Group.
When the evaluation of a deviation is based on the support calculations or support loads, the evaluator must first judge the adequacy of the loads since they are based on pre-as-built construction documents. The adequacy of the support loads will be judged by a review of the as-built isometr.ics and applicable support drawings considering piping configuration, support location, and support type. If a judgment cannot be made on the support load without a computer pipe stress analysis, than notification will be made to the Supply System through the Project Engineer. A deviation can be 2
accepted by referencing a Burns and Roe (B'4R) calculation or performing a detailed calculation using B&R supplied loading data. Allowable stresses, loads, loading combinations, etc., are those currently used for the WNP-2 Project.
The effect     of a deviation on the structural integrity of a support or pipe may     be    judged       acceptable   if     that  deviation   will   be    remedied programmatically or referenced to a document which covers it on a generic level. Types of these deviations and their basis for acceptance are listed s        below.
o AWS/AISC Minimum Fillet Weld Criteria - WPPSS Interoffice Inserra      tomemorandum      No. SS2-PE-83-138 dated 5/26/83 from P.J.
R.T.
D1.1                   Johnson titled " Fillet Welds Not Meetir4 AWS or AISC Minimum Size Requirements to Avoid Weld Cracking -
)
NRC Open item 79-06-01".
o     Spring and Snubber Settings - WPPSS Procedures l                          1) "Adjutment and Balancing of Components Supports" No.
SLT-3305.0          ,
: 2)      " Visual Examination of Component Supports" No. SLT-S303 0 l
o    Missing Parts, Snubber Paddle End Conenction Interferences and Close Clearance Excessive Gaps - WPPSS Procedure
                           " Visual Examination of Component Supports", No. SLT-3303 0 o    Small       Bore    Support  Generic    Details  -
Where  it   is     not specifically called out to refer to a small bore standard detail it is assumed that the small bore standards in GC-1000-1 apply l
based on RFI No. C0500-H-2939 5.5.1    Deviations Evaluated Immediately The inspection team may judge the effect of a deviation as acceptable from
         '   an engineering standpoint either on the basis of a cursory review of the pipe support calculation, or by comparison with another calculation or design standard.
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WRO 01 Page 8
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t'^                                                                  Revision B These judg=ents and the basis thereof =ust be stated clearly in the "deviatiens evaluated as acceptable by inspection team" section of the checklist.
The inspection team may also judge that a deviation requires rework of the support to its existing design.      If such is the case, refer to Section
       .        5.5 3 of this procedure.
An Engineer or Designer =ay sign A ' date the checklist if no deviati:ns are noted. If deviations are noted, at Engineer =ust sign the checklist.
5.5.2 Deviations Requiring Further Evaluatica                       .
The deviations listed in the " Deviations Require Further Evaluation" section of the checklist will be evaluated by a detailed review of the calculation and/cr use of an alternative calculation. It =ay also be referenced to a docu=ent which covers that item en a general basis. This will be done by the Evaluation Group, which is separate from the inspection team.
Alternative calculations which SWEC perfor=s will be prepared on a Standard 3
Form, Attachment F, which will become part of tne nnaJ. data package. The calculation will      indicate the objec tive and conclusiens and include (O         necessary    detailed    calculations  perfor:ed   together  with      applicable references.      These calculations will    be signed by    the preparer and reviewer. The reviewer shall also perform in independent review.
If an evaluation requires an extensive manual or ec=puterized analysis, the          .
Supply System will be notifi'ed through the Project Engineer and guidance requested.
After the Evaluation Group has completed its e~aluation, it will complete l              and sign that section of the checklist, noting next t'o each deviatica whether it is acceptable or requires rework. In addition it will refer to the calculation that substantiates this position.
For deviations that require rework, the Evaluation Group will refer to
            , Section 5.5 3 of this procedure.
553 Support Modification Request Preparation 1
Deviations that were evaluated in Sections 5.5.1 or 5.5.2 of this procedure as requiring rework shall be made known to the Supply System through the
               *roject Engineer.
i l          - 5.6 DOCUMENTATICN OF REVIEW 1
The completed checklist will be filed with the docu=ent data package, which j   (3         will be kept at the SWEC site offices.
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WRO-01 Page 9 Revision B O
A copy of each final data package and calculations (if prepared), will be submitted to the Supply System at the completion of S'n'EC's effort.
The results of the inspection and engineering review will be coded on the PHIS database by the Evaluation Group.
5.7 COMPUTERIZED DATA MANAGEMENT A data entry coordinator will update the database daily to incorporate the results of the previous day's inspection and/or calculations.
5.8 SAMPLE SIZE AND TRENDING 5.8.1    Sample Size It is S'nT.C's position that 15 percent is an adequate sample size if the results of this program indicate that the quality of the installations are good.
Further sa..pling will only be done with the express agreement of the Supply System.
Various sizes and types of supports from each system shall be adequately sampled.
5.8.2 Trending 9
The subject pipe supports will be divided into various population groups based upcn attributes such as support type and support size.
of the inspection for each of these populations will be The results periodically to determine trends.                                                           evaluated 5.9 DOCUFINTATION A copy of all final data packages and applicable calculations will be transmitted to the Supply System. The original docu=ent will be maintained in a file by S'4EC. The computerized                       progress reports and data base will be maintained by S'nIC and provided to the Supply System at its request. A copy of all separate calculations produced to substantiate actions taken
        . Will. be turned over to the Supply System at the completion of the task.
All judgments rendered and calculations performed will be submitted l
Supply System af ter         the co=pletion of this scope of work.                              to the
                                                                                                                           ~
All of these
       '- items will be identified and referenced in the final report.                                                  ._
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ATTACHMENT A - SUPPORT CHECKLIST                    Revision 3 HANO DRAWING NO.                             REV.         INSPECTICN TEAM       LEGEND:
A - ACCEPTABLE D - DEVIATICN EXISTC ISOMETRIC NO.            RE7.                                                    N/A - NOT APPLICAB C CHANGE DOCL?ENT STATUS cpr 1rT77 ITDiS CCMMOITS N/A   A   D
: 1. General A. Support Location l                -
B. Support Orientatica l
C. Catalog Ite=s D. Close Clearance Gaps                             l      l   fl
: 2. Supeort Structure A. Critical Dimensions B. Member S1:es, Structural Plates
: 3. Stm ts and Snubbers                           ~
A. Pin to Pin Dimensions, Snubber Setting B. Paddle-Pin Assembly Connections 4     Baseplates A. Plate & Gusset Sizes                           l B. Bolt Size & Type C. Bolt Hole Spacing l       l      -l D. Attact::nent Locatica E. Bolt Spacing to Adjacent Inserts       *
: 5. Lugs - Bearing. Surface
: 6. Welding l
A. Size, Length, Cuality B. Sy=bols
: 7. Miscellaneous (Specify) h g
I        liI 4                                                                                        SToNs & WresTam i

m e       O Revision B ATTACHMENT A - SUPPORT CHECKLIST (con'tinued)                    i l
Notes:
Results of Evaluation:
No deviations noted.
Deviations evaluated as acceptable by inspection team.
8 Deviations require further evaluation.
Signature                  Date
!           Disposition of deviations subject to further evaluations t                                             .
t Signature                 Date h                                                                  STONE & WEBSTEft b;

Revision B     l ATTACHMENT B - ISOMETRIC CHECKLIST ISCMETRIC NO.                                     REV. INSPECTICN TEAM          LE M :
A - ACCEPTAS G       l D - DEVIATICN EXISTS
                                                                                                           'N/A - NOT APPLICA3LE CHANGE DCC" MENT STATUS CFM 77 ITEMS CCMMENTS N/A   A   D
: 1. General
* A.        Pice Size B.       Piping beation C.        Piping Dimensions D.        Wall Penetrations / Clearances
: 2. Fittings & Ccmponents p                           A.        Elbows B.      Tees C.      Valves D.      Reducers E.      Flanges l
F. Couplings l
G. Other Equipment
: 3. Fillet Weld Size Socket Connections 4     Miscellaneous (Specify) l NOTE:     Support data verified on support review checklists i
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Revision 3 ATTACHMENT B - ISOMETRIC CHECILIST (continued)
Notes:
Results of Evaluation:
No deviations noted.
Deviations evaluated as acceptable by inspection team.
O U
Deviations require further evaluation.
6 SLgnature                         Date Disposition of deviations subject to further evaluations n
O                                                                        Signature e
Date d''
STONE & WEBSTER 3'
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Revision B ATTACEMENT C INSPECTION AND EVALUATION GUIDELINE - ACTIVITY SEQUENCE INSPECTION SEOUENCE
: 1. A support or isometric is assigned to an inspection team and recorded                                 1 in the activity log.
: 2. The inspection team compares the 'as installed' (field) conditica with the as-built revision of the sketch.
3      Deviations outside the SWEC tolerances are clearly detailed on the checklist, a mark-up of the sketch, or an added sketch as required.
: 4.      Those deviations which can be judged acceptable by the inspector with .
a mini == of evaluation are listed with a brief explanation of the basis for judgement under ' deviations evaluated as acceptable by inspection team'.
: 5. Those deviations which require nere extensive analysis to evaluate are listed under ' deviations subject to further evaluation' .
: 6. The checklist is signed and dated by the engineer / inspector and g                              submitted to the inspection task engineer.
: 7. After review by the inspection task engineer, the checklist                                            l information is recorded in the PHIS database and refiled.
EVALUATION SEQUENCE 1.-   The log is reviewed for supports or isometrics requiring further evaluation. The data packages are pulled from the files and a cursory review is performed to determine if Burns and Roe calculations are required.
: 2.      Data packages are signed out to an analyst and log and data base are                                    '
                   ,              updated.
3       Following an analysis the evaluations are rcuted to a reviewer.
: 4.      Reviewed evaluations are separated into categories based on their final disposition. The log and data base are then updated and the data packages returned to files.
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Page 1 of 3 ATTACHMENT D                                                    Revision B V
SUPPORT INSPECTION GUIDELINE CHECKLIST ITEM                                            AI"IRIBUTE DESCRIPTION / TOLERANCE 11            SUPPORT LOCATION Hanger location to be checked with respect to work points on the piping using the as-built isometric as a reference.
pipe 0.D.
Tolerance: larger of                               2                           CP 2" 1B            SUPPORT ORIENTATION Compare the as-installed with that indicated on the as-built.
Tolerance: 150 1C             CATALOG ITEMS (Including snubber and strut sizes).
Ensure that installed items match catalog, data and bill of materials.
1D             Close clearance gaps (in the restrained direction)
Measure gaps between restraining members or clamps and pipe surface / lugs.
U                                         Tolerance: 1. Where individual gaps = _1", on the drawings, then 16 E"
_32l."i total gap 6 _32 Where total gap = sum of gaps in any restrained direction
: 2. Deadweight restraint - O gap specified.
No tolerance
: 3. Other gaps: + _1"
                                                                                               - 32 2A            CRITICAL DIMENSIONS Structural dimensions (not to include ref. dims, or                                                            dims)
Tolerance: Dias 4 5" - 2105            .
1=
Dims > 5" - larger of I or 4%
l l
* 23           MD!BER SIZES, STRUCTURAL PLATES l                      ,
Not to include Base IP.'s, gusset Es or lugs.
1"
                                                                                                                                                             +1" Plate tolerance:                          Thickness +4 , -0". Cut                                   di=ensions ~4 1                                                                                     Member sines outside di=s, nominal -0 O                                                                                   w 11 ta1===e                     -o.                == 11=1t 1
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ATTACHMENT D (CONT'D)                     Revision 3 SUPPORT INSPECTION GUIDELINE CHECKLIST ITEM                        ATTRIBUTE DESCRIPTION / TOLERANCE 3A           STRUT /SNUEBER PIN TO PIN, SNUBBER SETTINGS Tolerance: Pin to pin - +3", -no li=it Snubber cold set 1 1" 4
3B          PADDLE-PIN CONNECTIONS                            ,      ,
Inspection for compliance with 215 spec.
Section 15R, exhibit 5.*
4A         BASEPLATE AND GUSSETT SIIES Tolerance: Sa=e as 2B 4B         BOLT SIZE AND TYPE                                    -
4 g Verify visible characteristics.                        __          =v ,
4C       BOLT HOLE SP!.CING                                             M    [' "
{ l Tolerance: Spacing 3 1" 4       -
Edge distance + 1" 8                 -       ---
t 4D         ATTACHMENT LOCATION Tolerance: + 1"                                             Figure A
                                           ~4 4E       SPACING TO ADJACENT INSERTS Min. spacing = 10 1 x dia. of largest bolt 2
Min. edge distance = 5 1 x bolt dia.
4 5        LUGS, BEARING SURFACE Tolerance: Lug di=s: Thickness + 1"s- 0" 4
Cut si=es + 1" 8
Bearing surface: Min. of point centcet between lug and i            restraint required within shaded area of figure A.
                *215 specificatica Sect. 15R - Procure =ent, Fabrication, and Erection of Pipe Supports W.O. 2808 Washington Public Power Supply Syste= WPPS Nuclear G               Project No. 2 approval date Nov. 12, 1980.
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      *9s                                            O STONE & WEBSTER lM

_s Page 3 of 3 ATTACHMENT D (CONT'D)                              Revisien 3 O
SUPPORT DISPECTION GUIDELINE CHECKLIST ITEM                     ATTRIBUTE DESCRIPTION / TOLERANCE 6A &      WELDING SI2E AND LENGTH, SYMBOLS 6B        Tolerance weld size +no limit, -0 Weld length       +no limit
                                                  -10%
NOIE: Sy=bols and =easurement criteria per 'as-built program' presentatics by L. Cantin and printed handout frem that presentation.
7   MISCELLANEOUS Include any deviations from the as-built not directly addressed in other attribute categories.
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Page 1 of 2 Revision B i   l l                                           ATTACHMENT E ISOMETRIC INSPECTION CUIDELINE CHECKLIST ITEM                      ATTRIBUTE DESCRIPTION / TOLERANCE 1A PIPE SIII - OUTSIDE DIAMETER Tolerance:     Use nominal dimensicn to confirm pipe size.
l                      1B PIPING LOCATION Report caly gross locatica discrepancies.
1C  PIPLNG FABRICATION DIMENSIONS Tolerance:    2"2 1D  WALL PENEIRATIONS/ CLEARANCES Measure pipe 0.D. to penetration I.D.
Tolerance:     + 1" (dim. 6 2")
                                        '6
                                        + 1"
                                        ~4 (dim. > 2")
e                 2A  ELBOWS
                                                                   ~
Check type - butt weld, socket, bend, threaded Check radius - short, long, 5D, and arc length (NOTE: Radius of pipe bends are           5 ti=es the nor=al pipe diameter unless otherwise noted.)
2B  TEES Check type - butt weld, socket, threaded, etc., a.m indicated en l                         Bill of Material.
l 2C  VALVES: CHECK THE FOLLOWING ITEMS:
: 1. Type (gate, globe, check) and pressure rating.
: 2. Operator type (manual, air, notor) and orientation.
3   End to end dimensien and type (socket, butt, threaded).
2D  REDUCERS' Check type (concentric vs. eccentric) and dins. (length).
2E  FLANGES Check type and rating.
2F  COUPLINGS Check type and rating.
9      -
2G  OTHER EQUIPMENT (STRAINERS ETC.)
Check to =atch equip =ent vs. Bill of Material.
l       $.                          ,
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Page 2 of 2 O                                                                           ATTACE M E (CONT'D)
ISOMETRIC INSPECTION uUIDELINE CHECKLIST ITEM                       ATTRIBUTE DESCRIPTION / TOLERANCE 3       FILLET WELD SI2E - SCCKET CONNECTIONS Check tillet sise vs. piping 3pec, 4       MISCELLANEOUS List deviations and concerns not identified by previous attribute categories.
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REVISION B PAGE    1      0F  1 ATTACRMENT F - CALCULATION FORM j
e  l EVALUATION OF SUPPORT NO.
ISOMETRIC NO.
REV.
REV.
l l    I REFERENCES PREPARER:                      DATE:
s REVIEWER:                      DATE:
1
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e 14420.03 Attachment C Page 1 of 4 l       I LARGE BORE SUPPORTS Number of Large Bore Supports this Report - 340 Number of Large Bore Supports with Deviations - 157 1                                                        NUMBER OF CHECKLIST ITEMS                    DEVIATIONS
: 1. General A. Support Location                                    7 B. Support Orie.1tation                                2 C. Catalog Items                                      17 D. Close Clearance Gaps                                7
: 2. Support Structure A. Critical Dimensions                                 23 B. Member Sizes, Structural Plates                      10
: 3. Struts and Snubbers A. Pin to Pin Dimensions, Snubber Setting              2 B. Paddle-Pin Assembly Connections                     6
: 4. Baseplates
{      g             A. Plate & Gusset Sizes                                  3 B. Bolt Size & Type                                      3 C. Bolt Hole Soacing                                    15 D. Attachment Location                                  17 E. Bolt Spacing to Adjacent Inserts                      5
: 5. Lugs - Bearing Surface                                   4
: 6. Welding A. Size, Length, Quality                               92 B. Symbols                                             20
: 7. Miscellaneous (Soecify)                                21
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14420.03 Attachment C q g                                                                                 Page 2 of 4 SMALL BORE PIPING IS0 METRICS Mumber of Small Bore Isometrics this Report - 110 Number of Small Bore Isometrics with Deviations - 26 NUMBER OF CHECKLIST ITEMS                      DEVIATIONS
: 1.       General A. Pipe Size                                            0 B. Piping Location                                      0 C. Piping Dimensions                                    3 D. Wall Penetrations / Clearances                       1
: 2.         Fittings & Components A. Elbows                                                1 B. Tees                                                  O C. Valves                                               4 D. Heducers                                             1 E. Flanges                                              3 F. Couclings                                            O G. Other Equipment                                      3 3          Fillet Weld Size Socket Connections                     10 q g
                                                                          ~
: 4.         Miscellaneous (Specify)                                  7 l
1 6
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  ,     e 14420.03 Attachment C Page 3 of 4 SHA*.L BORE SUPPORTS Number of Small Bore Supports this Report - 164 hamber of Small Bore Supports with Deviations - 88 NUMBER OF CHECKLIST ITEMS                    DEVIATIONS
: 1. General A.      Support Location                                    1 B.      Support Orientation                                 1 C.      Catalog Items                                      15 D.      Close Clearance Gaps                                e
: 2. Support Structure A. Critical Dimensions                                     15 B. Member Sizes, Structural Plates                          9 3    Struts and Snubbers A.       Pin to Pin Dimensions, Snubber Setting             0 B.       Paddle-Pin Assembly Connections                    0
: 4. Baseplates llf          A. Plate & Gusset Sizes B. Bolt Size & Type 5
O C. Bolt Hole Seacing                                       29 D. Attachment Location                                     19 E. Bolt Seacing to Adjacent Iserts                          5
: 5. Lugs - Bearing Surface                                      2
: 6. Welding A. Size, Length, Quality                                   41 B. Symbols                                                  5
: 7. Miscellaneous (Scecify)                                     8 e
8 h
t SroNE & WEBSTER g' l
l

14420.03 Attachment C lll                                                                             Page 4 of 4 SMALL BORE UNIQUE SUPPORTS Number of Small Bore Unique Supports This Report - 55 Number of Small Bore Unique Supports with Deviations - 40 NUMBER OF CHECKLIST ITEMS                    DEVIATIONS
: 1. General A. Support Location                                      1
(                     B. Suoport Orientation                                   0 C. Catalog Items                                         4 D. Close Clearance Gaps                                  4
: 2. Support Structure A. Critical Dimensions                                  13 B. Member Sizes, Structural Plates                        4 3      Struts and Snubbers A. Fin to Pin Di=ensions, Snubber Setting                 2 B. Paddle-Pin Assembly Connections                        6
: 4. Baseplates q    g            A. Plate & Gusset Sizes                                   4 B. Bolt Size & Type                           _          0 C. Bolt Hele Spacing                                      9 D. Attre.tment Location                                  4 E. Bolt Spacing to Adjacent Inserts                      2 l
: 5. Lugs - Bearing Surface                                   0
: 6. Welding A. Size, Length, Quality                                12 B. Symbols                                               2 l
: 7. Miscellaneous                                            9 l
l            .
l l
l 6
                                     .                                                  STONE & WassTER
                                                                                                                /

Q-                                                             --
          ~
14420.03 ATTAC1DIENT D PAGE 1 0F l' l
TABULATION OF WELD DEVIATIONS l
Total Supports                       -
141 Approximate No. of Welds             -
1150 No. of Weld Deviations               -
233 No. of Weld Deviations on Primary Load Path                   -
204 Deviation Type Fillet Weld Leg Size                 -
192 Excessive Root Gap                   -
8 Configuration                        -
33 (mising or short lengths) l  I l
I NOTES:  1 Total supports include large bore, small bore and small bore unique supports that had one or more weld deviations.
l   I 1                            .
                                                                                  ... . . .... . A

3 14420.03 Attachment E q      g                                                                      Page 1 of 4 ENGINEERING ASSURANCE EVALUATION OF THE AS-BUILT PROGRAM FOR WASHINGTON PUBLIC POWER SUPPLY SYSTEM WNP UNIT 2 OBSERVATION &
CRITERIA EVALUATED
* DISPOSITION
: 1. Is there a written program       1. The procedures that describe the program or procedure that clearly           are:
describes the WPPSS As-
* The Supply System (the Utility) Project Built program?                            Ins truction, PMI-6-6, "As-Builting Program Requirements" Burns & Roe, Inc. (BRI)           (the A/I)
Project Instruction,      WNP-2-065,     Rev.
O,    " Final As-Built Verification for.
Quality     Class   I   Piping    and    Pipe Supports" Bechtel Power Corporation (BPC) (the Constructor) Quality Control Instruc-tion,     QCl-Rl-1.00,    Rev. 2   " Field Engineering As-Built Drawings" BPC Specific Work Plan / Procedure, SWP/
P-P-6, "As-Builting Program".
* Continue Compliance.
l     I      2. Do the procedures specify       2. The list of applicable piping systems was what piping systems are             prepared by BRI and approved by the Supply applicable to this program?         System.        However,   this    list   has   been superseded by addenda to the appropriate specifications.        This serves as a cross-check for engineering as the Construction procedures apply to "all Quality Class I systems".
* Continue Compliance, l
: 3. Do the procedures identify      3. The procedures require evaluation against what constitutes a design           the latest design document. This is accom-l                 " package", i.e., speci-            plished by BPC using the latest known i                 fications, diagrams,                drawing that was used to construct the calculations, drawings, and         support, and documents any changes to it how the latest issue (in-           during the walkdown. BRI uses the calcu-cluding all design change           lation, the latest drawings and changes, systems) is identified?             and any differences noted by Construction.
* Continue Compliance.
: 4. Do the procedures identify       4. The procedures do. identify which components which components of the             are to be included in the program. However, piping system are to be             to make the most efficient use of the time included? Are all supports          available, this review concentrated on pipe included or only seismic?           supports as they appeared to be of the l
i most concern to the CAT.            It should be noted that this program deals with Quality 5                     '
Class 1 systems only.
i r
* Continue Compliance.
STONE & WEBSTER

14420.03 Attachment E Page 2 of 4 qg       CRITERIA EVALUATED OBSERVATION &
* DISPOSITION
: 5. Do the procedures specify     5. The Supply System procedure delegates the the responsibilities of,          responsibility for the performance of this and the interf ace between,       task to the A/E and the Constructor.
the Utility, the A/E, and the Constructor?                  The BRI procedure describes the documenta-tion flow and the tasks performed by the A/E. Interface with the Supply System and the Constructor however, are discussed only minimally.
* Compliance with ASME III require =ents could be more readily demonstrated if the procedures were revised to show = ore interf ace with the engineers.
Although the BPC QC procedures adequately describe      the documentation required to show that construction is complete, they allow the process to continue if construc-tion is incomplete as long as it is documented.
* Continue implementing the procedures for tracking support drawings with temporary items until final installation.
The BPC field walk procedures concentrate
{}                                            on obtaining all possible measurements of any     given     support,     and document        how discrepancies are reported to the A/E.
They     do    not    however,      refer    to    any engineering        requirements       and   do     not provide for ample interface with the A/E.
* Compliance with ASME III requirements could be more readily demonstrated if the procedures were revised to show more interf ace with the engineers.
Although a QA Master Audit Plan identifies continuous      monitoring      of    the  as-built
       .                                      program, the monitoring primarily focuses on a second check of red line drawings. A more comprehensive           audit    program     that evaluates the adequacy and determines the effectivenass       of   the    overall    as-built program might have identified problems and obtained corrective measures earlier in the program (i.e. consistent application of tolerances used during inspection).
* Continue the monitoring program. Should the     Supply      System     perform      future as-built efforts, expand the monitoring activities     to     include      comprehensive audits of all facets and interfaces that comprise the entire as-built program.
s a _ . . .... _     A E.
1

14420.03 Attachment E Page 3 of 4 OBSERVATION &
CRITERIA EVALUATED
* DISPOSITION
: 6. Do the procedures identify        6. Although both the A/E and the Construc-all of the parameters /              tor's procedures contain checklists, the criteria which are necessary         direction to the persons doing the field to ensure that the plant is          walk is to review all dimensions as in agreement with the design;        opposed to identifying the critical are reasonable tolerances            dimens ions . All differences are noted included; is there a check-          by red-lining the drawings. Construction list to convey the principle         tolerances are applied by the system points to the people perform-        engineer to determine whether the noted ing the inspection?                  differences are acceptable o,r if they need to be evaluated by BRI.
                                                        *Should the Supply System perform future as-built efforts, it would be beneficial to identify the critical parameters.
There were inadequate tolerances estab-lished for the        as-built     inspection to de termine whether the noted measurements were      within     reasonable       limits   for repeatability.      Procedures have now been revised to include this tolerance.
j )
* Continue Compliance.
: 7. Does the procedure require        7. The procedure requires the as-built inspec-documentation of the as-built        tien to be documented on a checklist and inspection?                           the completed checklist is filed in the documentation      center     to    identify   the status of each support.
* Continue Compliance.
: 8. Are there requirements for        8. The as-built program contains requirements documentation of discre-             for documenting discrepancies. The as -
pancies?                             built ins pectors record all differences j                                                    between the dimensions they obtain and what the drawing calls for by red-lining the drawing.
The Constructor's system engineers cross l                                                    out all discrepancies which are within construction      tolerances     or    which are accounted for in other design documents.
l i
All other discrepancies are reported on an 6
RFI to the A/E for evaluation.
* Continue Compliance.
I  ! I i
STONE & WEsSTER l

1                                                                  x                                                     >
14420.03 Attachment E y     g                                                                                  Page 4 of 4 OBSERVATION &
CRITERIA EVALUATED
* DISPOSITION
: 9. Are there requirements for              9. The Request for Information (RFI) form is documentation of the engin-                 the documentation of the discrepancy and of eering evaluation to                        the engineering evaluation. In addition determine whether the design                the Project Engineering Directive (PED) is documents or the hardware                   issued to show any additional work that may should be modified to                       be required.
resolve the discrepancies?
* Continue Compliance.
: 10. Is there a system to                   10. The BPC procedure governs rework during control re-entry into a                     the as-built process and start-up proce-piping system after the as-                 dures govern afterwards.
built process is started?
* Continue Compliance.
: 11. Is there a means of                    11. Each of the procedures that has been identifying description                     revised used margin indicators to show of changes and approval                     current changes and had approval signature for revisions                     signatures for the revisions.
to procedures?
* Continue Compliance.
: 12. What is the basis for the              12. Review of the procedures noted in item 1.
As-Built effort?                            above,       discussions     with     responsible I    k                                                          personnel,        and review of documentation packages      for completed work, such as SLC-903N and FPC-211, indicated that the principle thrust of the as-built program apparently was to resolve a previous NRC observation          by    shoring      up     the construction QA effort to ensure that the construction        was   in   compliance     with applicable drawings.
The comparison of the as-built condition l
with the design analysis was               also a l
function of the program.
* Continue Cou,pliance.
l l                   i                                                          .
I
  .I     >
s     .                                  .pj.  .-'
STONE & WEBSTER 3
                                                      . 7-r                                                      .s..
l1   y                                                e             e

STONE 6 WEBSTER ENGINEERING CORPORATION 1200 JADWIN AVENUE. SurTE 455 RICHLAND. WASHINGTON 99352 li'3-g;g;,, % u.                                            '
:"'ft,*o*,.
        ;*:.'2".i      ;*
* Mr. Hugh A. Crisp                                        October 18, 1983 Manager of Construction, WNP-2                           SW-WPPSS-045L-RH Washington Public Power Supply System                    J.O. No. 14420.03 3000 George Washington Way                                         14420.04 Richland, Washington             99352

==Dear Mr. Crisp:==

OCI AND OCII/ SCI PIPE SUPPORTS -
WASHINGTON PUBLIC POWER SUPPLY SYSTEM MEETING WITH THE NRC AND STONE & WEBSTER ENGINEERING CORPORATION During a meeting held on October 14, 1983, between the Nuclear Regulatory Commission (NRC), Washington Public Power Supply System (Supply System), and Stone & Webster Engineering Corpora-tion (SWEC), the NBC requested additional information from the
() Supply System on OCI and OCII/ SCI Pipe Suppcrts. This informa-tion was with respect.to the third-party review performed by SWEC.          The request was for examples of SWEC inspection check-lists and evaluations representing types of deviations and
        " minimum margin" conditions between the effects of deviations and project allowables.
Attachment A is a list of OCI and OCII/ SCI Pipe Supports which describes these examples.
Attachment B includes examples of checklists and evaluations of deviations.
If you have any questions or need additional information, please do not hesitete to contact me at (509) 943-8392.
Very truly yours, R.K. Westra 1
: 0. nnEu   LfLotLytnk Senior Project Manager RKW:akd
(~D
     '~
cc:         W.K. Stockdale       WPPSS T.      Bostrom      Bechtel l

ATTACHMENT A SW-WPPSS-045L-RH Page 1 of 1 N  WPPSS WNP-2
        )
SWEC's ENGINEERING INSPECTION AND EVALUATION OF PIPE SUPPORTS Supplemental Information to the Final Report QCI Support                 Description CAC-116                     - Typical weld deviation DE-906N                     - Typical baseplate deviation
                                       - Least margin for anchor bolts DO-908N                     - Typical close clearance gap deviation
:          COND-591                    - Typical catalog deviation FPC-43                      - Typical member size deviation LPCS-908N                   - Typical weld deviation
                                       - Least margin for welds MSLC-31                     - Typical critical dimension deviation
()     RCIC-15                     - Typical anchor bolt deviation RFW-177                     - Typical critical dimension deviation RWCU-1C-2PS                 - Typical catalog, weld and critical dimension deviations SGT-901N                    - Typical baseplate deviation VR-5                        - Typical weld root gap deviation QCII/ SCI Support           Description TSW-355                     - Support location, bolt spacing, attachment location, weld size and length deviations
                                       - Least margin, anchor bolts O

         ,.                                                                         SWEC ENGINEERING REVIEW CHECKLIST                                                                  ATTACHMENT B
      ',               .                                                                             ..                                                                                SW-WPPSS-043L-RH                       $
       ~
DANGER DRAWING NO.
TOTAL NO. 0F PAGES               .87 -
        ,                                                                                          REV.               $PECTIONTEAM i N                                                           A - ACCEPTABLE
               'CAC -1 ((s                                                                        d                      M b e GTi!!--                                                 D - DEVIATION EXISTS N/A - NOT APPLICABLE ISOMU MIC NO. REV. y y                                         CHANGE DOCUMENT g _,.g                                                 - - -                . -     . . -                                       . - -            .-              -
CHECKLIST ITEMS                                                                                       STATUS                                 COMMENTS
                                  .u                                                                                         1/A
                                 .y..  ,
A                      D
: 1.         General                                                                                         I                                               ,
      '*'.                    A.-7' Support Location                         -
f
:.. . B . . Support Orientation
                                                                                                                                            /
                                                                                                                                                                                  ~                     ~
C. Catalog. Items
_              g D. Close' Clearance Gaps.                                                                                   g                                   -                                 -
: 2.         Support Structure                                                                                 i~
A. Critical Dimensions                         .
d                                 -
B. Member sizes, structural plates                                                                          d                                                             -
                                                                                                                    .7--
           . 3..          Struts and Snubbers                                     -
                                                                                                                                         }                                                                     -
A. Pin to Pin Dims., Snubber Setting                                                            ./
B.                                                                                                  /.
9ame- % Asse.mb$ Gmechans 4.. Baseplates                                                                                                 ?            i A.. Plate & Gusset sizes
                                                                                                                                            /                                                                                     ,
B. Bolt size-a type -                                                                                       g
                                                                                  ~
C. Bolt hole spacing                                           -
                                                                                                                                            /                                                ,
Attachment location
                                                                                                                                     ~
D.
                                                                                                                                            /
E. Bolt spacing to adjacent inserts
                                                                                                                                           /
: 5.          Lugs - Bearing Surface
                                                                                                                                  /
: 6.         Welding          ~                                                                                    '
A. Size, length, quality                                                                                                          /
B. Symbols j
: 7.         Miscellaneous (specify) 424
.                                                                                                                                                                                                                              1
                        .- , .        . 2 , . .               :..             .        _,             ._..,.i......
                                                                                                                                                                          . . -. % a C L....J N $ 2.

                                                                                                                                                               ~
SWEC ENGINEERXflG REVIEW CHECKLIST flotes:                        -
             #//G \                                                  .   ..       _ . _ _ .            .__        _ _ . .                 . _ . _ _
                            ~
l/4 v'/ty/                                      v , ew LM EAST       _
              ^
i                     \      >
                                                        - v ahen s esa> v>eas on USWncAL F%CRS Y4\
                                                 '/4  /
                                             "                         ~
Results of Evaluation:                                                                                                                             -
p /A      No deviations noted.
l                V[      , Deviations evaluated as acceptable by inspection team.                                                              -
l                                                             .
l
              ' ~
Deviations require'further. evaluation *. 48
                                                                                            ,                D 7ce A9 l                                                                 Signature                                      Date l
Disposition of deviations subject to further evaluation:
fpoVE f     MY/o T/*N      IS ED"h/D TO #A W'S/ I'AN''E
* EEE nrr9cHGb EfRL u,17/0A! $NEET -
,                                           ,.           426        s. J C w x                                     s/> ln Signature /                                   Date /
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     '~[                                   -
SWEC ENGINEERING REVIEW CHECKLIST HAtiGER ORAWING N0.                                REV.       ItiSPECTIDN TEAf t            LEGEilD:
p                                                                    pst.r23                     A - ACCEPTABLE n/                                                                   gggy                        D - DEVIATI0t! EXIST 5 S E cjW drX)                                       /FO N/A - NOT APPLICABLF.
ISOMETRIC NO. REV. g ro             CHANGE 00 cut 1Eili DE -Ofof-/. / S CHELKLIsT ITEMS                                                  STATUS          COMMENTS 1/A      A    D
: 1. General A. Support location           .
[
B. Support Orientation l/\   1 C. Catalog Items 7
: 0. Close Clearance Gaps y               {
: 2. Support Structure A. Critical Dimensions                              -
ly d          B. Member sizes, structural plates                                   j
: 3. Struts and Snubbers A. Pin to' Pin Oims., Snubber Setting                         j!                                           -
B.
PodMe - h Assam 93 Ca m ecA A S                             j        j 4    Baseplates A. Plate & Gusset sizes l/!         f B.
C.
Bolt size & type Bolt hole spacing                                     j fff{
i     i/1
                                                                        ,       t i     i1 ggg. OcTE-Q D. Attachment location
                                                                                ! /l        l E. Bolt spacing to adjacent inserts                              I     i/
                                                                                      ,     3g ggg go7g _ a
: 5. Lugs - Bearing Surface
[i       i I
: 5. Welding
                                                                        ;        i A. Size, length, quality                                               t
: 3. Symbols
                                                                        }        [
i
                                                                                        /'     3gg        worS -3, Q
{        j /t
: 7. Miscellaneous     ( s peci fy)                              !
                                                      ~_= s,  -
                                                                            /;
g i . - .. . -      -

s SWEC ErlGI!1[ERI.*iG REVIEW CHEC!:1.IST ilo tes :  /,
pOrg 2.
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A//A        fio deviations noted.
Deviations evaluated as accentable by insnecti m taan.
O 8               Deviations require further evaluation.
f Signature
                                                              ~
f ~ $'~ O Date Disposition of deviations subject to further evaluation:
See grACHED SHTs. F0m An AW6tb BP CtW AWD O
494 rc   stou4 ---       8. m . g,3 siwag             ,       jat3,,-u

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PAGE       l      OF     dr EVALUATION OF SUPPORT NO.            DE. -Occ,N              REY. I Fd:)
O'     "
ISOMETRIC NO. DE. "CC,1 - 1. I b          R E Y . S Fefin NOTES:                    1)       Burns & Roe Drawing #M-200 Sheet N/A has been reviewed for discrepancies between as-analyzed and as-built piping configurations. It is judged that any such discrepancies do not significantly affect calculated support loads.
2.)      PIPE. ST1 CESS ISoHEt%ic ls Not AvAttAeta.. Fee As- 60ttT tso , Mo StasirtcArsT CHANett. Hhs Stset NOTEC CRMteN AS 60'LT Arso
                                                  '(ssueo-Fwc-don $T CUCTioN" $T ATUS . A FACTOE OF SAF eM dF-(.e.5 6 Ono On FINAL tokos.
5 ) GeiricAt DeviAT1oNS dec CONSIDEReO ONLT-           ObE EE W I" ggtp Sggg Devi AmoNS @ Th E. STIFFEMeES. Td ANAWEe. THESc.,
toAos ATTrte SA$EPLATe. Act PEPe:EMiNto FeoH A Sm STt.uPt. ANAtrois . MTt. SDEESSES bO M WM cttecceo Peg SrAcocrNe ANAWSIS OT E'' H ' " A" "" "
g @esuc,g, (see. None. 7, SN CHectust, SHT.t)
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* to- 5ecAuse.st:FaeNee.s as Edset WILL Tace. THe LoAps Mos.e. !atecrv.c to THe. coeNee en-Ts ne.
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INTe#. kcTisd
* o Mo)
REFERENCES (D FiPe sorcer Nc. PC Toc,N                             cEv. p.
z3 R F, NG ISoH 2.Tuc PE.- 061 - 1. I L , EE.V. SF$.
53 b & R GrXTLo AS- Bu LT Som:>rtT (.oAo GAu . 8.4 2, t 57.
: 4) 64 E DESi4N60 ice et4-09.
PREPARER:      Mt., b (.(.,Le--     DATE: h- b l - b3t>
REVIEWER:        h                   DATE: f MI"U G
O 407 l
'                                                                                                         --           - ~      - ' ~
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PAGE    2    0F     [o EVALUATION OF SUPPORT NO.           96 - 30GyN          REV. 1F6
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MAX. L OMP R_kS_$_1M_10MM A R v N002                 Z-FOMLc 61                  -331.
54                 -213.
e2                 -153.
;                                           60                 -l*l.
1                 -135.-               .                     _
56                     -85.
53                    -78.
59                    -e5.
2                     -ob.
c3                     -*4.
go9s 0 s
          )

DE.__DbOdr.fd . ._ ._.
oO L T L 0A O h WAM NT EG 1          J LINE      L IN e      muue            A -sM E A R                       Y-SnEAR                                     SRh5                         1-isNd10N                                __ .__
        \           _         --             ._                                                                                                    --                ---
        )    - -
2          2         9                563.                             15o0.                                  loS9.                                          802.
2          *-       11                783.                             157e.                                  1764.                                       45*y.
i          e        is                95e.                             1561.                                  1848.                                       2774.
5          2        30                5*9.                             1377.                                  1*S3.                                       2784.
5          6       3*                 900.                             1477.                                  1678.                                       1709.
e          2        31                518.                             1090.                                  1207.                                          doo.                                           _
b
* 53                773.                             1119.                                  1360.                                          1D*.
8          o       So                 909.                             1135.                                  '
                                                                                                                                      .+93.                                               O.
SUL 1            I NT t R A G1 1ON                                                       EW UA T ION h tWUAT10Ns(lldN510N/ TALLOW)**                        1.00u+(dnEAR/VALLOw)**                                                              1. Ge t, ) ) **                      1.000 Nude       TEND 10N        SHtAR ikNdION                           SM&AR                 INTERACTICN                                 bAFeTY ALL0m         ALLOW           RATIO                   RATIO                             FACTOR                          FACTOR 9       87*0.         0890.            .099                     .2*1                               .339                                 2.93 11         87*0.         e690.            .*06                     .25e                               .6o2                                  1.51 13         87*0.         e890.            .317                     .268                               .585                                  1.71 30         8740.         6890.            .318                     .215                               .53*                                  1.87 34         87*G.         oe90.            .196                     .2**                               .439                                 2.28 51         a7*v.         novo.            .03v                     .175                               .2u6                                 4.de 53         8740.         6890.            .018                    .197                                .215                                4.ob
                              $5         8740.         6 90.           0.000                     .217                               .217                                 *.e2
                                                   ......       .........=..==========4.
                                                  = t N u             L 0a u                        L A S E                         1*
                                                  .   ======es===================*4=
mG         'SeN                          .Si*            6 me-.                        m    *               =
m-w . e am
                                                                                                                                                 .hh          .u. w e m eee                               _                 ewe M he                           a   e                      d         *eh        &
  .e      w      -e                                 -
                                                                  .                                em       .      e  ee .-
O.                                                                      m-   e          e 6 6N         =*@-   h+ M      N       N'O                                             .
                                                                                                ..-                           .              __                     M                    E._._.

_ 6OfPoR .5 ~ Y b u A b k i L a Te R A L                P L A T e.
ATIAdtfMEAlT T.G                 _
MAA1 mum PKINCIPAL STRESb buMMARY
                               + 4 FA C E         /                   -Z    FA C h t L:M         bluMA FKING     /       cLtM         SIGMA PR iceL
                   -         -_--                 j       - - -    _-      . , - -         ----
15            3*o3.                      b         3866.
5            3sys.                     11         365o.                                - . . . _ .       ..
14            3459.                     15         3568.
11            3039.                     14         3446.
17            2696.                     17         2917.
23             18*3.                   23          2174.
4            1829.                    25          2015.
lo            1808.                    13           175*.
10            1790.                     lo          1707.
45            1*o7.                    29          15o6.
MAX. COMPREbblON $UMMARY
                                                                                                 ~
NOuti       2-FURCh ol          -286.
62          -147.                         . - - . . . . - -                    -
5*          -125.                              . - _ . _ _                              _
58             -9*.
                                                                                                                                ~
N                                       55             -92.
q                                           2             -67.                      __                 _ _ _ _
59             -60.
1*             -53.                   ._                          _ _ . _ _
I 1
O l
L.~)
9F

euLT                        LOA D5                                                                                          h W%M NC. DIt-90GM ,
g                                     ,
/
__     .._.1         J.           _ _             _ _ . _ _ . _ _ _ _ _ _ _ . . _.                             _                                                                _ .
LANt    L INc       NOUh                    A-Snt A k                       Y-SNtAR                               SRS$                    Z.-TtNdluN 2         2         9                        quh.                          1%2,..                            1700.                             .u75.             ..
2
* 11                        -767.                          1*91.                             le77.                               3*29.
2         e       13                        -euw.                           L509.                            16 2.5 .. . . ... 2571.
2         2       30                        -923.                          13*6.                             1634.                               49e*.
5         e       Sao                       -o09.                           Is*5.                            1*77.                      _ 15ep._                    ..
o         2       31                        -9so.                          1130.                             1*e7.                                441.
6
* 53                        -7 61. .
o
                                                                       .                 &4*o.__ _                        1375.__.                    ... 210. . . . _ _ _
d                 53                        -590.                          1147..                            1290.                                      G.
oOL T                  1 N T&RA CT ION                                                  hQUA T ION 5 kuuAT ION =( L TEN 510N/T ALLOW)**                             1.000+(hnEAR/vALL0w)**                                              1.0001)**                     1.000 NUOe      TENSION             SMcAR TEN 510N                           SMEAR               INTERACTION                           SAFhTY ALLOW            ALLOW                      RATIU          RATIO                      FACTOM                         l-A CT UR 9      8740.            o690.                       .100              .247                       .3*7                            2.8o
__               11        87*0.            ob90.                       . 392           .2*3                       .63e                            1.57 13        87*0.            6690.                       .29*              .236                       .530                            1.89 30        8740.            6890.                       .3*1              .237                       .579                            1.73 3*        8740.            6o90.                       .179              .21*                       .393                            2.3*
51        87*0.            6890.                       .039              .213                       .252                            3.vt 53        87*0.            ob90.                       .024              .200                       .22*                            4.47 55        67*0.            e890.                      0.000              .187                       .167                            5.3*_.                              _
                                    ===============*================
* cN u                         L O A D                   CA 5 h                   2*
                                    ================================
                                                                -ee+      ge-_a  _.'9r  .Me      .'e rm aGr*-am.      .gm              o e. 4   6e 5nG

Q V a uK 1 L d I C R A L                                                                                                              C MAXIMUM FMlNL1 PAL b1REbb 

==SUMMARY==

P L A I_b_,_N9dI ..E g                                      M1 pgy g                                 '
                                                        + 1      f- A L t            /                      -Z    F A C e C lcm              SIUMA PklNL                                                                                 _ _ _ _ _ _ , , , , ,                ,
                                                                                    /     tLtM               $1GMA PRINC 15                      2292.                              5             21*3.
1*                      2160.                            15              2033.
b                     1833.                            14              1997.
11                      179*.                            11              1790.
17                      1972.                            17              1378.
le                      1131.                         47                 11o9.
25                      1071.                           10                   9o9.
47                      1029.                             4                  936.
10                      1007.                          13                   907.
41                        997.                        25                     899.                                    , . _
MAX. COMPRESSION 

==SUMMARY==

NODb                Z-p0RLt 5+           -1490.
e1                 o45.                  , _ . _              . . _ _ _ _ , .
47              -*39.
55              -*35.
53              -22*.
o2              -205.
                                                                         *o              -170.
: p.                                                                      60              -146.
(   i_                                                                      1               -79.
%, _)                                                                    56                 -40.
        .      -..,-,;..-,. , .                . ~ r         g . , - w- .: w
                                                                               = = s .             '- =:.
              ,. b
                    ,<,..',.?     u
                                          ' ' * '        ay *Y $         -
                                                                              %I*               '
O e
s.
m                                                                                                                                              bkb

le ts O _ L . _T, . . ..L_.O            A O. L                                                                                        .
Pt                   t . gg qgg,Q
                                                                                                                                                                                                                          ~
T ~ W ~5'~
O
          ._.._           1_ _ . _ A _                                                            - - _ . _ _ .                        . _ - . -                                      _.                 --
LINc         LINE         N002                         A -sM k A K               Y-dMtAR                                  srb 5                  4-T ENS ION 2         2                   9                      62 tp .                          3&9 ,__.__ _ __ _ _ .l.lb . ..         .                  . >
* 3 . ._. __                  _ __
2
* 11                         624                              3*2.                           892.                        2012.
2         e               13                         962.                             339.                       .1920,                    . . __1* 3 o . .            ___.
5         2              3u                          osh.                             171.                           o55.                        lo2*.
5         o              3*                          959.                             loo.                           97*.                            575 8         2              51                          o20.                             -21.                           621.                             136.
6         4              53                          6 12.                . ._ .15 .                        . _ _8 1.2 .__.. .                          . O.__                           _ _ - -
a         6              53                          901.                               -3.                          961.                                   v.
BOL T                           I N TERA CTION                                           EuuA T lDN b EQUATIGhettTENd10N/TALLuw)**                                          1.000+(dHEAR/VALLOW)**                                _
1 .'0 0 0 7 ) *
* 1.000                        .,_
NOD E      TENSION                         bHEAR TENSION                    $nkAR          INTERACTION                                SAFcTY ALLOW                       ALLOW         RATIO             RATIO                      FACTOR                          FACTGR
  /
  \,                               9         8740.                       6690.             .002                  .104                    . lee                         o.02 2.7a 11         67*0.                       6690.             .240                  .130                     .360 13         8740.                       0890.             .164                  .148                     .312                          3.20 i                            30         67*0.                       o690.             .18e                  .095                     .281                          3.56 3*         87*u.                       e690.             .006                  .141                     .207                         *.83 51         8740.                       6890.             .016                  .090 *                   .106                          9_._* 7 53         6740.                       6690.         0.000                     .118                     .118                          5.*8 55         87*0.                       6690.         0.000                     .139                     .139                          7.17 as us s ===== ==esess esses ses s e osso
* W N O                  L UA D                       CA $ E                  3*
s4n44.sses=============s**s====
N e_--
_M==                          ==      a.e_-                  wem==.em.m       e em.e                      ..
53A I 1
l l

l 1
7 tw 0 A OK IL A T t: d A L            P LA Ty                 MPfDI2T DE-TOCr4 MNT.[h
                                                                                     ~
MAA1 MUM PM1NLIFaL sidh55 

==SUMMARY==

  ~
       ^                      *L         F A C e    /            -I          Fa Ce E LEM           bluMA PKINC         /    ELEM        bibMA PRINL                                          )
                                                  - p                                                                     ,
                                                                                                                      ~'
D                  2951.              5                2817.
11                  2609.             11                2672.                    ,_.
17                  21o7.             17                2426.
15                  loSo.             15                192s.         __ _ _ _ __
23                  loo 6.            1*                156*.
14                  1326.             23                1554.
o                  1018.             31                1*11.
29                  1008.             32                1,18) .
31                    963.            29                1062.
32                    939.            lo                10 *G .                      ,__
MAA. COMPMhhblON $UMMARY NOut      I-FORCE 54        -8o2.
ol        -*55.
                                               **        -*22.
37        -310.                         _ ___                  _         _
53        -199.
_                                           *5        -236.                                                     _
so        -Lbo.
43        -13*.
oo        -129.
62        -122.
nr e
l w/

BU L T            LU A OS sCff4RT NO, Pe.-RoroN V .-
i         ;       =                                      -                   . . _ _           .                                       _ _ .                  _
LINT       L INd      N0ut             X-SncAK                   Y -$n t:AR                            SR55                    Z.-TENSION 2         2          9                 -u 9 L,                 -12 . _ . ._ . . .             _8 9 4. __                       _ 3.la_.                    . . . _ _ _
2         4         11                 -a09.                   -o2.                               812.                             1927.
2         e         13                 -693.                   -50.                               (aS A .                          1110 . .. .                   _ _ . _ _ .
5         2        30                  -907.                  -105.                               922.                               3e9.
5         0         3*                 -70*.                  -170.                               72*.                             113_9_.
b         2         51                 -895.                  -259.                               934                                    O.
6
* 53                 -604.                 _-HL. __._ _                         o.10 ,__ . __.__ _ _ . ._.v . . .. _
b         o         $5                 -o94.                  -476.                               7*e.                                   u.
bOL T             1 N T ti kA CTION                                          ti: QuA IiONd Ew U A T 10N r-( ( TEN S lum / T A LLo w l *
* 1.000+tdHEAR/VALL_Ow)**                         ._         1.0_00I)em 1.uou NOOc       TENSION         SMEAR TcNSION                    SHEAR                     INTERACTION                      SAFETY ALLOW        ALLOW                  RATIO     KATIO                        PACTOR                        FACTOR 73i v
   '' #                       9       8740.        eu90.                     .036     .130                         .106                             o.02 11       6740.        o890.                     .240     .lle                         .338                             2.96 j                      .13        6740.        o890.                     .219     .101                         .320                             3.12 30        87*0.        o890.                     .O**     .13*                          .178                            5 . o l_ _
3*        67*0.        covo.                     .130     .lus                          .43b                            4.23 51        6740.        oo40.                  0.000       .135                         .135                             7.39 53        87*0.        oe90.                  0.u00       .123                         .123                             8.11 53        e740.        ee90.                  0.000       .109                         .109                             9. 2__1_ _
                                               **************4========*********
* cN U                    L 0A O         CA he                      **
                                               *sommessssssses**s*******ses====
4 50 0

SWEC ENGINEERING REVIEW CHECXLIST                                                          '"'''~''' * *~ l HANGER DRAWING f40.                                                                REV.       INSPECTION TEAM                           LEGEtl0:
O V                                                                                                           Q                           6 pp,ygg    A - ACCEPTABLE OO 908 k                                                                          lFO          d'                        ONg           D - DEVIATION EXISTS N/A - NOT APPLICABLE ISOMETRIC NO. REV.                                                       CHANGE DOCUMENT 00-440-l.2>ffo CHECKLIST ITEMS                                                                                              STATUS          COMMENTS 1/A                      A    D
: 1. General A. Support Location B. Support Orientation                                                                                             /
C. Catalog Items                                              ggy                                                  /
D. Close Clearance Gaps
[ [ g / ,/ h I
                                                                                                                                                                                     /
: 2. Support Structure                                                                  ,
A. Critical Dimensions                                                                                              /,
B. Member sizes, structural plates                                                                                 /
: 3. Struts and Snubbers                                                                          i                                .                                         .
A.      Pin to Pin Dims., Snubber Setting                                                              [
B.
9odet- % f\ssem93 C.mec.Ms                                                                         [
: 4. Baseplates                                                                       .
A.      Plate & Gusset sizes                                                                              /
B.      Bolt size & type                                                                                 /
C.      Bolt hole spacing                                                                                /
D. Attachment location                                                                               /
E.      Bolt spacing to adjacent inserts                                                                 [
: 5. Lugs - Bearing Surface
                                                                                                                                              /
: 6. Welding                                                                                         I A.      Size, length, quality                                                                                           /
B.      Symbols                                                                                                        /
O'7.           Miscellaneous (specify) 517 i

T e
SWEC EffGIflEERIflG REVIEW CHECKLIST flotes -                        -
f                    $P     DWW             )Qf (J)G //a'c",$U.W        ITL)'$.N/
72c Top &c$                of M AWw             Ma: R e. Sir.G CC'== "' = -
[N/5 cG/SP /5 7D be P ) /Wd*-}Y.Cj f'fM**?                                 *^
:: ivecos.we:         v
                                           ;6c mn: au(Ar&> .
Results of Evaluation:
       =          -
fio deviations noted.
          --O "          Deviations evaluated as acceptable by inspection team.
O l
l i
l l
1
                    /)   Deviations require further evaluation.
l            10 0/d99/}ff$)d'fl6ba
                                ~
l                                                            pignature
                                                                            'f}    Date /
Dispositiion of deviations subject to further evaluation:
         .6UPPORT .ZC - 90BN /6 A DEAD u)EIGHT . SUPPORT AA2D l          Mo GAP ALLocaED IA A VERTICAL DIRECT /DA), T//EREFORG
           .DGVIATION described IN NOTE l ABcVE REQUIRES INSTALL A TIOhl                   "
of N6' SHIM PL A TE BETkWEN THE LUG AArb suPPCRT/AIG-PL A TE ITE"
* A -                             f/zwgs4                 o g - 2 2 g_ 5 Acc cr.2, Scy_d oc               ytSuc- EuM47<od           Signature /          Date op emp wproe rs                     Pf6Frf 17- 5535 3               ,,
tecnev           4.z,z_s.                             ec ce.re ;6 /   ..
S-24-85

i l
l
                                                                                                                                                                        )
             ,                                                SWtC tNb1NttKINu MtVitW LMtLAlldi                                                               l IIA'AdERORAWINGNO.                                       REV.          INSPECTION TEAf1                          LEGEND:
                                                                                                '                                                                       l e.-           ,     : .-..._
A - ACCEPTABLE e'?c r /) - y';/                                   2.' , rc '       ', '':                                  D - DEVIATION EXISTS O'         ISOMETRIC NO.                    REV.          CHANGE DOCUMENT
                                                                                      .- s -    4.'W                          N/A - NOT APPLICABLE c=T i n                '
                                      -:.Sj - tc . 3 -  750 - 2/ 5 - t-l                                                                                                '
                     /.:                                   - p.:<2.
                     ' Ater.                  h:: - ,
CHECKLIST ITEMS                                                           STATUS                COMMENTS 1/A ~ A               D t
: 1. General                                                                                       ..
A.              Support. Location
                                 ..                         ,     .                          ,y qq,, f <<,.           .
                                                                                                                                              - .,j,y,<,.        .
B.              Support Orientation                                           .y C.              Catalog: Items J  - . G, ,, ,     .J /' .    . 4.,, , O ' j.. e:
D.              Close Clearance Gaps.                                          ,,-
: 2. Support Structure                                                    <
A.              Critical Dimensions                                             v B.              Member. sizes, structural plates                               ,,
          .3-      Struts and Snubbers                                                  2                                                                  .
A.              Pin to Pin Dims., Snubber Setting                              y B. Soda \e.- % bmbiq Gmedians                                                   ./
: 4. Baseplates                                                                    2       -
[4                          .
A.              Plate &. Gusset sizes.                                           y B.              Bolt size.& type.
C.              Bolt hole spacing                                                      .
v D.             Attachment location                                                 ,
E.              Bolt spacing to adjacent inserts                                         .
: 5. Lugs - Bearing Surface j
: 6. Welding               ^                                                '
A.              Size, length, quality B.              Symbols
: 7. Miscellaneous (specify) 4GO
:s; m e w .v...- u + + ,. n .- > . n . ~. .. .. . -
                                        ..                                      2.w..        .+..  .                                   ...                   ...

~
SWEC ENGINEERI'lG REVIEW CHECKLIST Notes:          C           -
cy'rH(Ye cr                                           .,.                      ,
                                                   , peqe.:
                                                                                                                   ~~
                         >cf                                                           &c . ; +        r s a D'Ic?< n .'f Results of Evaluation:
No deviations noted.
                  &        Deviations evaluated as acceptable by inspection team.
E        Deviations require further evaluation.                                        ~
f''i C'G s
                                                                . .   ,r.; c v , a fic w a     ~
Q.-(     cJ/n?c be/ j?ch)r5         TilN '"''/                        ,
                                                                   /
mo<:_{-                        -
                                                                                                    . ., c s Signature /                        Date
                                                                                //
Dispositiion of deviations subject to further evaluation:
  .             hLL  W'' W 1!' '-      b d ACECE'~ M tcR- k~i& C '- S EC ~5 -
O f f . ; & c c5=.'                  SI :zi 2 -
                      .-      461
                                                                     ?-     "'~                    #"/M Egnature                           Date

mcamenr'i'swec m>s.
sh
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a         flo '4 . .-frensief.12ser'. - Baxy AE.../554                                                                                                Sr'ocA Sine
                                                                                              ...                                             7
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                 .                                                                                                            l PAGE      i       OF  7 O'                EVALUATION OF SUPPORT NO.       coND - 59 i ISOMETRIC NO. e CMD-35 l-10.1s H REY. 4FC REY.
(NOV AVACL* )
NOTES:   1)  3 urns & Roe Drawing #M-200 Sheet N / A                       has been reviewed for discrepancies between as-analyzed and as-built piping
                              ~
configurations. It is judged that any such discrepancies do not significantly affect calculated support loads.
45-gurL.T      ISO. NOT" AvAILABLE (f-17.- 93) se THERi-FORE      L'T r3      A KSV ME O ACCE* TAN'N                                 'Y         #"
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DEV. = l      THE ./W h RZsER         CLAMP         s r e C A*                     fr h 2      CnLL ED our     on   ras     as-suzLr        opswrus                             oors aar AGREE wrrH            THE       CLArm P srock                              srtK MK4.ss/ RED.. Newet/g)p, 7HE sMerAL                                         CLAMP FX6- /3K A       SPECZWXKt:> cat 7"H E As- BU.Z'L T" MG, Z$     ZN     AGR GE H EN T- carrH THE c 44MP 37'ocK Zrik E M M A ft.4 W E.O ZN           THE Pr E L D . i l' X 7 " )
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PE""''*#N           *I rs A c cep rAggg MAYZMW          OEZZG A.)                                                   frgjc3 ryg REFERENCES                                     L oA D       25                       42,92,#      .
2,%                               0 REVIEWER: /                                              DATE: 6-/5- S g..
464

PAGE         .,   OF   7 EVALUATION OF SUPPORT NO. cown -f91                                REY. 4Fo ISOMETRIC NO. eoM o 2C1 -lo, t g Lj                  REY.
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REFERENCES PREPARER: [                  [e ;             DATE: f-/f-8_T REVIEWER:                      '
DATE: 8-l5-8*5 465
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INSTRUCTIONS FOR SELECTI0tl 0F SPECIAL RISEE CLAMPS t r 4
From Chart A locate the point determined by the intersection of the to:a1 load coordinate and the pipe size curve.
Projece thi s point horizontally until the "0" dimension coordinate is reached.
The correct stock si:e is shown on the curve above this point.
The bolt diameter is obtained by taking the size listed below the total lead.
Use the next largest bolt size if the 1 cad falls between t.vo sizes.
To describe the riser clamp for a Sill of Material, list the following:
: a. Type A or B (Use ty::e S for 40,000# icad er larger)
: b. Pipe 0.0.
N                                       c. Rod to rod dimension "C-C" U
: d. Stock size (ASME SA-36 material)
: e. Solt diameter AS?tE SA-36 (ASTM A-36) carbon steel iS shall be used for 750*F max.
Typical examole:                                                     Total load:                                                  16,500#
Pipe 0.0.:                                                  20" Rod to, red dimension (C-C):                                                       36"
                                                                     .                       Qimension "D' = 35-20 = 8 2
From Chart A:                                                               Design is tyce A Stock si:e - 1 1/2" x9" l                                                                                                                                                       Solt si:e ' i 1/2"
* m D.        .
t 467 FIGURE                                                               13 5                                            ,
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TAKE SWAY          A                 B        BASE SIZE           OUT              P            LLH               LRH         MINIMUM C TO C                                                      SWAY STRUT                                                                                                                                                                                         STRUT SIZE     R00              P!N                                       NOMINAL                                                    mis                      o                max                SIZE NO      DIAM           DIAM.           W.        W,        TO,      PIPE SIZE                                         aoJus w m                 acasWN                  LOAD *              "O C6          ''
                                  .             v.         r.      2 l        r,             r              e.                so.. I             19' .      l          5.             i :700                  06 l
: v.      3l2 08        t                  ",                                           r.             s".          l    s. j             2r         l          s              l- 660~             -
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l 33500                 20 p.
l ts . l 24                        r,                                              4-            12".                                  4r.                                                           24 lto lo                  5 ". l                   l                                                     I l sesec 36       4 ",            a         l t2", l '2",      l 3        j        6-        l    6' . l 21               i            54 ,
i         si              t ::000                 36 vumum uae at wimum c :n c                                                                                                               e 469
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sIzz                  A           B                C         E           C            N                    E              D     L b.1 1/2                    2.0        3.625            2.50      2.1875       .375       1.6875                  .75           .375    'i 2                 2.5        3.625            2.50. 2.5625       .500        1.9375            1.0cy              ,373    tj 2 1/2                3.0        4.250            2.75      3.2500       .750       2.6562                1.00            .500     '/
4                 5.0        6.250   ,        4.00      4.6250      1.000        3.8750               1.50            .750    }'
4o                                  /
ff),3                      6.5        8.000            5.00      6.0000      1.250.      5.0000              ,2.25           1.000     sj i            d6                         7.5        9.750            6.00      6.7500      1.250        5.6250               3.00          1.250    'h I
i           D 8                        8.5       11.750            7.50     10.0000      1.500        6.6250               3.50          1.500      '/.
115-142 BEAM ATTAQlMENT For use with Figure 350 Rigid Sway Strut or llydraulic Snubber l
1 1
l j
EN)' [                 Pin Mate ria'1:
CAT ALOG DATA :
Subject to change A-108 or A-193-B7 per M-300 0                  mitnout notic.
CP_(; us - i .it , rLsv. 4 P Pc. t. u-r en. n S + C. CAn o 9 /5 /E a~ ~               --
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HAtlGER DRAWING NO.                                                                                          REV.                              INSPECTION TEAtt                  LEGEND:
                                                                                                                                                                    .lAco@;                        A - ACCEPTABLE C -D                                                                                                                       MDEGB                             /A       i    A PL A CHANGE DOCUMENT N E'TRIC NO. REV. W O R io -z.t s . N - 2 1.?> t                                                                                                                                                                     l l
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                '                                                                                                                                                                                          ~
CHECKLIST ITEMS                                                                                                                            STATUS            COMMENTS
                                    ^,
4/A       A      D y        J
: l.          General                                                                                                                              4 i      '
A. ,. Support Location..                                           >.,w
           ,                                                                                   .:                                       ,             " r, .             .-      g   -
B. Support Orientation                                                                                                                         y C. Catalog' Items                                                                    .
                                                                                                                                                                                /
D. Close Clearance Gaps
                                                                                                                                                                        /
: 2.          Support Structure                                                                                                                      i A. Critical Dimensions                                                                                                                         /                  /
B. Member sizes, structural plates                                                                                                                   y < gg  Qcox$g 9 g27tm 2''l. S@ul0 ggj
               .3r Struts and Snubbers                                                                                                                           '[          ,
(
A. Pin to Pin Dims., Snubber Setting                                                                                                           V                                             ___
B. '.9ada\e- % Awi.m,b\3 C m ee.fion s                                                                                                            j
: 4.           Baseplates                                                                                                                                     2     P r .+                                   *
[!
A. Plate & Gusset sizes.                                                                                                               /
B. Bolt size.& type.                                                                                                                   p 1
C. Bolt hole spacing                                                                                                                   p'                                             '
D. Attachment location                                                                                                                 v" E. Bolt spacing to adjacent inserts                                                                                                    V
: 5.           Lugs - Bearing Surface                                                                                                                     /
: 6.           Welding            '
A. Size, length, quality
                                                                                                                                                                                 /
B. Symbols j
O              7.           Miscallaneous (specify) t/
                                                                                                                                                                                                 ~-
553 umum,.m m -, : .+.,= i.n .+ . =.-c m .a..                                                                                                                       v +.. ,. .a.a                    .~     ;             .

SWEC ENGTNEERiNG REVIEW CHECKLIST Notes:           NOTE /     -
MTT& StJTE          26 jp a          -
4 4
Ll          ,, 1
                                              =
7            ,
Results of Evaluation:
No deviations noted.
O      . Deviations evaluated as acceptable by inspection team.
I i
1       Deviations require further evaluation. [8
                    $TTilIIk)TS %Ir
_   //         -
8 2.-83     l Sisnature            Date l
Disposition Cf( 4 &db/          of deviations fofG, subject            to further evaluati n:l#Mfhl&           1 b e vt 4 V/ d 4 f te f 4' O
                                                . . s8a             'Ys -
SigMture K/"As Date
! Ac             . y .,                                      ,
L l

PAGE      /   OF  /
EVALUATION OF SUPPORT NO.       [M[' I3                               REV. I ISOMETRIC NO. [4(-66 T- /d. /2                          REV. f Ed
                                      /H   G9C7/tw he0Aeki/es CA&ye                                                  AOL /?? fist / f.e 2 dy iss/xl- lAli/20 f,4 -T. Slt /& L         $= /3. 4'so ' Ee7.h.MsA-as/.c,A V/6 x2i'fA = ?. SQt S = /6, 7/4 ' / Pes /) d4C #?Sy Mf S."Grr/
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f - 3 A l b l* 2 [ = $ 7 $ 0 .9                             ppo
                       /4 Jl72C / /S~ = 7/ 796 p-try            b              ;,,3.
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REFERENCES
                ) A/SC " 5 Test. (Au Srkac7/C&
M4 Ada et. ''
2)SoPPo2r Dwj FPC i3 hv.4pggp,,gg, f hhje,e_
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               '           ISO F#C-/0T-/0./2          REVIEWER:                  r       S e1<
t   ot      DATE: 8 I!ff Rev. G FO                                               '
l   I 555 1

l 3WtC Enu1NttKANu KtVitW LNtLAL131 a,                 .         .
HANGER DRAWING I40.                                            REV. -               INSPECTION TEAM                        LEGEND:
                     .L PC S - 906N
                                                                                           /
d./%ceysHevsxy                        A - ACCEPTABLE j, y,                            D - DEVIATION EXISTS                        l N/A - NOT APPLICABLE i                ISOMETRIC N0. REV.                           CHA.NGE DOCUMENT                                                                                                          ,
L.PC S - 7fG - /9. 2/                          tofo
      . . ' .'b                  CHECKLIST ITEMS:                                                                   STATUS                    COMMENTS '~
           $O1.c,(..sMhj 1/A           A      D                                                   .
                        ,                                                        .,   . s.,; .    ,.                                                                         ,        ,
r'        ...   .
                                                                                            .                !p'        .l       ! .-
: 1. General              '--
                                                                               .                             c           .       i      4.
                                                                                                     -       y           -       ,
     -Qib.
                                .A.gfupport~,L;ocationn . :.y 21 .yygg;gn:::q
                                                                                                                   ,p        y.m
                                                                                                                                       -     -e         .a     ..-m .v,>   .
                          ; w B. . Support,0rientation                                                                       pr                     ,
      ,p                       'Ci.7Catalos:l, Items -                       -
3
                                                                                                         'l                  V                                 '
[
                                                                                                                                                                                     ~
: s.       s..                                                                                                                                                                         -
     ' A::                       DP Close'C.learance Gaps;                                                                    \/                                          .
     . 9:,                                                                                                                                ,
                ' 2.          Support Structure
         -                                                                                                               d i                 ;
V A.        Critical Dimensions
: 8.       Member -sizes, structural plates                                                    V                                  ~!                       ,
4 -                                                                                                ,
                                                                                                              ,3                  ,
b             .3:'' Struts and Snubbers                           .                                        4,          ;             ,,
                                                                                                                                                                        . . .            e-
      '3-                                                                                                                                                                               Y A.        Pin to Pin Dims., Snubber Setting                                                  V B. 396det- % Assam,93 C., medians V                             -
4.. Baseplates                                                                         fj           i     i' i .<                                       '
A.. Plate & Gusset stiest. -                                                       V B.       Bolt size.& type.                                                        V C.       Bolt hole spacing                                                        V                                                '
D.       Attachment location                                                      s/
E.       Bolt spacing to adjacent inserts                                         V
: 5. Lugs - Bearing Surface                                                               v
: 6. Welding          '"-                                                               '
A.        Size, length, quality                                                                    V Sgg uo rp /'
: 8.       Symbols                                                                             y
: 7. Miscellaneous (specify)
O                                                                                                                   V 6G0 a .. u             .~.m            . .            .
  .%                                                            ,                                            .            g                    4  -               =
a F.D.M*4

SWEC Ef1GIftEERI!lG REVIEW CHECKLIST flotes:                       -
I. k? ELD .5/ 2CS             XVira 1'CD        Suou]/: Ort .7)a)&
y accb size sermea trFM G s crisC cree L/LEW}                    ny is Efts' vs. % ','Lsc /cu res ageo 9,s' en cis -r: ce     ,
b') scra>ccu cus W 5 n kW wc a ;.,u o .. : -        .
f zrem - G - %
* vs. S/is p se six) ' '
Results of Evaluation:
M/A        fio deviations noted.
M/A          Deviations evaluated as acceptable by inspection team.
              ~
e
                         ~
           -I~         Deviations require further evaluation.                                     .
                     @CW1 G A) bQ O.              h    1-20-83 07-20 ~23 Sign 9fure            Date Disposif. ion of deviations subject to further evaluation:
: 1. A) 6EE. ArtrAc.etto EV Alv4TtsN ;
ae e) Wt.Los Hec 7 Him. WEto SLEe_ Eaouirtem emi O
6G1                                     E SCO         8D~D Signsiture           '
Date
( fe w e/) & cn' 8/23/83       -

PAGE      l     OF    3
/G                 EVALUATION OF SUPPORT NO. [FC D -C)C O Bd                                 REY. 1 (7 Fe)      "
ISOMETRIC NO. ( PC6 -15(p- l#.). '2. l             REY. io Fo NOTES:         1)    Burns & Roe Drawing #M-200 Sheet I                           has been reviewed for discrepancies between as-analyzed and as-built piping configurations. It is judged that any such discrepancies do not significantly affect calculated support loads, wg. psca m                           (ee.e. r_ee. 3)
Motr rM.
Fx ' - (.t9[( ts63)'t(4eri3)g/z . 4,ttc w                         a,ts (3 A Maoiriet, er1ezam                                                             t.oAoP^eroe)
Fx's (,t3((7.cr.,s)t+(r,i e ):'jw.                  6to8 6S FAOLTE D fx'= t.tSE(5ts7)z+.(tGGc./t)*ft 70C45W                          ,
                                                                                        '%*8
                                                                                        #                    =
                                                                            . nee EEsotVE. Fem-te. Fart r_enoa., e tastos                                        - e>        A           C_- Ne eesoeve. (.oAos To er. A:                                         .
h ~i'
                                                                                                               'N Noct 1At                             EMEEd enc 4                                                   x' Fx'A = 6tt s teiS                    Fx'a b(o6 0Ss                   '
Mt'A=(2'G.68XGZts)                   H2,'A = (76 68)(SioS)                          4  >c
               * ( G 'I 0 6 0 IN ls e               = 7l t945 in Les FA< Art.D            Nr-7.oG45(63 r1E'A = 7.4.68(2WAS): 5.G493"iINLuS E.E$ot.UE. (.oAos TO Prs. b &c.,                    CEEr- 6)
PkOLTc0 foNomoN f;:'s = Fa'e - 2.oG44(as REFERENCES t.) Ree. $omeJ DWG. LPC5 - 9o6N E.E.V. 2.F&
E.) Fivi<w; lec LPCS - 756 -lo).ZI Ee.V. to F4 3.) B4 re, suProeT r2 Vim / r.weswN c.Atr 8.ts. Uz8 Zev 2.
d.) A(SC "'Xtel ceN5Tetk::rtoN MANUM '' bD Eo.
5-) BWET ' H AN VA' 4F-'                          PREPARER:          h4E:. STd%              DATE: b 2.5-63 CTP tt don 6Tr-OcT1or t"                                                              -
cco ,o,%7.3) asvtsusa:
d47%{g.)>ars= gehr O
v 6G2

PAGE     7    OF    3 EVALUATION OF SUPPORT NO.                 LfCS-TOOM           REV.1 (7Fd))
ISOMETRIC NO. LPCS 75/o- 19.2 I            REv.16 Fc FAutv_.O EenatONS ((.sNiiNUED) g GCCM957)(lo.ic)(t525) = *A347 les                                                         '
u (34)5 yy (554%T)Cl52.${f,,4 3(to.1s,)} = loS3tG In Leo LZ4)'
(.pneet.VAfivetf(. D*E. Mf.'e * (T6(Gl (Mles As Pt'IEeMinep itx. STroot Mooet. , Er.F 3,6ttT 6.
                                                                                                         ~
Weto An Autete di! W. 5              wetode,t erne (As.sume. [4e.toTniccNess A<= UNITY)
AN = 7_(G.9)C0 t 8 a (T Irt J        g    Es         ,                -
t(.5 5X0Ct.15) + 10.5 C8.o)(13 y $_ ;l. . " ' .l              .j_.        Y*                     19 s 1__ l_ ='_ _ J_ c..s.
                                                 = G.Ot (q.
l"       -"
M,                   la = ,,
D i['I + 5.5(5 2-[)'0)% t 80X44'l)*
* 30G 3
0      w. e
* sce.F6oi                       w
                                                    <e.s><oe> cz> + ceo iza - tis., 'm e
                  =si.oeic
[
IWELo roetces- FAOLTED l        5s            -
                                   * [067 llSS/ite g4 gr. ;; . sew /,n l
puui.TAst .O crx% y" sis 4 mM l        tea see. er.o o 575+/s.w, ct.%e) - o.ze i in castes k.ox.
REFERENCES                                      (      6)
(See. Sor 1) c) ASMEIII , S(EsecTtoN NP./Prenptr F-l    7.) Atsd STtEL@sT.YANuAt.' P' g EPARER:                      f 6 MlLUb. ---      DATE: 82333 REVIEWER:      Mf4b  /
a d
DATE: 8 ,,2,3/83
                                                                           /
6G3 1
1

PAGE      6    0F   d EVALUATION OF SUPPORT NO.            LPCS-908N                            REV.1(IF@)
ISOMETRIC NO. lfCh - 7%- @.ZI                              HEV.1C F6 Weto rettces (NoRNAt-OeseT)            APPUf RATIO (EHW/FAUCrED) LOAO.
tesocrAr4r- (8chs)(5754)- 50 Las/is
* 0 c.
LEG-Sise cea'o= N 0/stmt (tboocD - 4.M8W de.stc5 N                               .
(.Eef.7)
                    . . Ldelo DEVt ATt081 IS AccePTAote--
O' REFERENCES Csee. sms. I 4 z)
PREPARER:               66 bTD efA--- _-         DATE: b-E3 b5 REVIEWER:                                        DATE:/ .,23      7
                                                                       <f,r$2r ,           ,
664

SWEC ENGINEERING REVIEW CHECKLIST HANGER DRAWING N0.                           REV. INSPECTION TEAM             LEGEND:
s                                                            to. FO X R WHEV"Y A - ACCEPTABLE Is MSLC - 31                                    I R. Ewa R T                 D - DEVIATION EXISTS N/A - NOT APPLICABLE ISOMETRIC NO. REV.               CHANGE DOCUMENT rnsl c.- o a4 - 7.I o ao PED 2iS-MMI6 7 CHECKLIST ITEMS                                         STATUS         COMMENTS 1/A        A     D
: 1. General A. Support Location                                            '
                                                                                      ~
j B. Support Orientation                                      j C. Catalog Items                                            j D. Close Clearance Gaps                                    y
: 2. Support Structure orme.wszoN waw A. Critical Dimensions                                           / ro 1 pr pr 5 '/i 0 F F
,              B. Member sizes, structural plates                          y
: 3. Struts and Snubbers                                                     -
A. Pin to Pin Dims., Snubber Setting                   /
B.
9adUe.- % AssemW3 C meches                          y
        .4. Baseplates                            .
A. Plate & Gusset sizes                               y B. Bolt size & type                                   j C. Bolt hole spacing                                  q D. Attachment location                                 ,
E. Bolt spacing to adjacent inserts
: 5. Lugs - Bearing Surface                                   j
: 6. Welding                                            1 A. Size, length, quality                                         j ! .5FE A'o7 e,2 B. Symbols                                                   y Miscellaneous (specify) 7.
OQ4

SWEC ENG!NEERING REVIEW CHECKLTST                               l
   /, p p) gA,        rHE      orMEA)3rCAJ FROM                VME"    WALL     y[l[
Notes:          ~O     WE '     $ #f "E                #EPE~            A          . , x' WAs wEcrfrEO                  cAi        NE AS-CuILW r.so.      gs   i - o %.-
g ' '- " ''t " {
hr d. s 2,    rTEn2 foh .                             ,
VA /
SUPPORT N O. REG'"MS' N                                    N rnso.      ft.
Py" n u_ g r ALL AFowNO/                    '/4 " V                                       (
                                                                                            ' ~7y ~
9 w n ts                                                         y,
                                             '# r M y; V Results of Evaluation:                                                                         l k)[4     No deviations noted.                                                   _
d      Deviations evaluated as acceptable by inspection team.
1 1
2         DEUrewCNS            REQWWE                ft/R T~HC P    E/AL. 4/A'1"[0 Orea2A,64)
                                                   ,Pa 0                           s 7 .2 2- e3
                                                  'QW 07-iE-e3
             --- ,                o     -       --- s                          _c, ro      fuerwsk              su.94 arrrsu :
O 833                                             /S M 63
    -                                              Si       ture                       Date 4                4               8

PAGE      l         OF
[       '
EVALUATION OF SUPPORT NO. MSL.G ~3\                                        REY.         /
ISOMETRI'C NO. M S t d -o f!!H       ~7. I C      REV. /, fd NOTES:     1)* Burns & Roe Drawing #M-200 Sheet %                               has been reviewed for discrepancies between as-analyzed and as-built piping configurations. It is , judged that any such discrepancies
                                  #do AJonot M-2cc  significantly 4
iso IS AvAsaffect us ( E-g.calculated MU3St.C. - O S4  support
                                                                                                  -7. 'O "'loads.
CV (.a        M g As, ser 2 r izr 3 v C= mt C                     . u ci* w :.:S              . i '' 2 y o r n o e t.!!4 a.; cur *c Mvca::::- Wtr. nLA y'M s-                    '
                                                                                                                    .s s.v 'O   .
REF    Au*L ysis p Devien ous uo M As NS 4 A * (oA
                      /Y                                           '                                                      '
4...      , - _ _ ,    h                        o n       '                     '
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y           I               l'-(.ha f*                                    ,
D'                                                ; :re
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             /. FM 210 lh4                           i Due TO RC'LA rf VCLY f.c(u tOAbS da a -/e.C                          C pg , g lgg                               TD macy: tuct y p r st.; Scc,rg on p % 3.~ r t-g  ~
Cl* 3 K.i5 T!Mc.5 DCLh, %4               D 6e:h L G F'l M r.h
                        , g ,e ,*
h                                        JUD6 CM CMT niI$ u.3 C'-t 3 $ STR0c.9. .JRAL IMCr*ft3CR MyG ADMUAM .GTPCDdsT?t jM' r.a.g                     ,g,.,y,,,ic, b h n 210 /4s                             lea b/Ute' ,.I P2 = 2QD /h.S gx = acC (t.itS') = jf. S'< <i-i b S M'i u 200(16.8ZS) += 210(A
* 312-& *- As $31 in-th.S I
l l             REFERENCES f.) Al5C . 8+.h d
: 2) 'a uwe 4,bs CAc 8./ta.?m 3 DN:ED / 2/ >/sP , .s/rd 3 PREPARER                                   ATE: (9 06dL3 REVIEWER:                             @kDATE: 6/dr9d f\_
o                                                                        f                  'b                            b 834

3rf tC tmstNttKinu KtVitW LNtLKL131
       ,HANIIER ORAWit4G f40.                        REV.       INSPECTION TEAtt                 LEGEND:
f:/ SC H ER +.            A - ACCEPTABLE
         @C / C-/f                                    (,,
                                                                     " < oo^>e
* D - DEVIATION EXISTS O* ( ISCMETRIC f40. REV.              CHANGE DOCUMENT N,A - "0T AeeL1CAete
         @CIC ~GS9 - 7 l0 4F0 CHECKLIST ITEMS                                               STATUS          COMMENTS 1/A      A        D
: 1. General A. Support Location
                                                                                  /
B. Support Orientation                                           /
C. Catalog Items                                           /.
D. Close Clearance Gaps                                           /
: 2. Support Structure A. Critical Dimensions                                            /               _
: 8. Member sizes, structur'al plates                                /
: 3. Struts and Snubbers A. Pin to Pin Dims., Snubber Setting                       /
B.
Podi\e- % Aname$ Gmedms
[
: 4. Baseplates A. Plate & Gusset sizes                                           /
B. Bolt size & type                                                       /  OHe    Bot r is it - Wr"c6 gg g 3gf ( 3,, ggc, y C. Bolt hole spacin9                                                      /  Seennes sa:rW 09 6A<<
D. Attachment location                                            /
Bolt spacing to adjacent inserts E.
                                                                                  /
: 5. Lugs - Bear 1ng Surface
                                                                                 /
: 6. Welding A. Size, length, quality                                            /
B. Symbols l           /
: 7. Miscellaneous (specify) 867

SWEC Ef1GTNEERf!!G REVIEU CHECKLIST Notes:                      --
9"      S h,                                                                      .
                           --       c z
            ''7.}            j        j       f)LL 07 "E f- SOLT 70 Botr Of OfJK P r. ?
l
                             .        ,       W I Tit tfJ IN '' of C o *.c !J5 MN: L '-' ' 'H D ./J O                                         pm pyp p e t. orp5g i
5'e 5 f)             O                  15cy, g.g EbfE Pis'MJCE . H=
op 8 6 )>
p ? ' 'a v) ' 't ''
Eocr PARTIPL SECT 'B-B '
Results of Evaluation:
No deviations noted.
Deviations evaluated as acceptable by inspection team.
O 1          Deviations require further evaluation.          418gC 7 /27h3 Signature                      Date Disposition of deviations subject to further evaluation:
ALL OcVi ATleNS set =_. DOM SMW M b^LM O
                           ...       868                   he Sme Signa ur as as Date kY(       l. .l'       f/ C,/?J.

                                                                                                                       )
l PAGE           l    OF      3
(                 EVALUATION OF SUPPORT NO.              M TC - 16                    REV.        1 k                                     ISOMETRIG NO. ZC.I C - 64 *.) ~I. I G           REV. Go F-4 NOTES:       1)  Burns & Roe Drawing #M-200 Sheet ItG has been reviewed for discrepancies between as-analyzed and as-built piping configurations. It is judged that any such discrepancies do not significantly affect calculated support loads.
4tcSAL         eTARMNe.
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REFERENCES t.) P'ifT GUF90lt.T Dtud CCId -IG EE.V. 6 2.) RPirN4 IsoMETTE.ic. ECEC GST l.lG EEv spc 3') B 6 E. $O9r'ac' 2.evie.0/Etoe.Sigg cat.c, . 3, l s, 7_t s't REv '3
,        4.) es.R DesidN 4Uice. H4cq s  ev 1.) A           s c      PREPARER:         41.MIA 5                      DATE: fy Zd.- &E cwsc smL emmecT,,-                          RE.1E.ER: a,po,,a                          o TE: z/es/; .
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PACE     U       OF    b EVALUATION OF SUPPORT NO.                                   ECIC-16                                  REV. G ISOMETRIC NO._ EC.I d - 6 4 9- 7. (C                                         REV .- '" P6 es-y.y                                                                                                                .-conTeot Pa a                   We w z'c     /      zwei. s               's evs_               sw             -71t%                cries)
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* dOfoo teS cHEAR Auou) : 4420 Les REVIEWER:
I
                                                                                                          ![//  'I J'S      DATE: 7 %d3 (EEE 4)
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Ctep STA ec=rN m.Ourpor) l REFERENCES 7.) STde.Prf N t. doHFoTEc. Ptod gAH ST- 33o VeeG fCN M3 LEVEL do w/
doNTret. DATA cocP. ' 3ASEPLATe.'E V6ec HANUAL,.'   EEViet ON 1. OGa i(TOZ..
PREPARER:    ht" . STDIC2A.- .      DATE: 6?O'83 REVIEWER:           /   Jif '       DATE: 7,!76./' 2 7          L t
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1                                                                                     -
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ber                   0*           O          2*         S40.e3*             250.e3*                  2510.*         3070.*                       0.*
Lvi                   2+           5           ix           1.300-                 2.575w             0.000-         0.000-                0.000-                          O.i bol                 10*            2           1*        19.375*                     1.375*           0.000*        O.000*                 0.000+                          0.5 bol                 ' '
* 6          1*         19.375*                   9.750*             0.000*        O.000*                 0.000*                          0.8 Lvi                        -     10          ;w             1.3OOw            17.500w                 0.OOOe         0.000*                O.000+                          0.4 bol                   6*         10           1*         10.500*              16.375*                 O.000*        0.000*                 0.000*                          0t bol                 10*          10           1*         19.375*             17.000*                 0.000*         0.000*                 O.000*                          0.'
c c ..                 1;          4         0;            0.000;                  4.300e con                    3*           3         0*            3.250*                  2.375*
con                    5*
5         0*            7.375*                  5.375*
                   ..u a.ai.--.-
                                         <            a         ,,         sa.aia-con                    9*           3         0+          18.000*                   2.750*
k'_N,Aon                              4*
6         0*            4.750*                  8.375*
                 .o
                  -                     .            v         v-            # . w i s >=           w.oivw con                    5*           7         0*            7.375*            11.375*
con                    7*
7 0*
O.000*                 0.000*
vw vn              c            ,
                                                                             ..         v-     t o .           c. v .
con                    6*           9         0*          10.500*             16.000*
con                    9*           9         0*          16.625*             16.250+
                  .vu                 11,            3         0,         ii.00v-              15.250 con                    4*           4         0*            5.313*                 3.875*
i                c o'n                               4         O*          15.688*                  4.063*
: 8. *         .          .             . _-             .- _-
l vo               w-           o         vx            *.oA#w           40 04 -
con                   Ga            S         0*          16.000*            13.313*
con                    9*            6         0*          17.750*                 9.375*
muG tub                   6*            6         1*          10.375*                 G.375*              0.000*         0.000*
sti                     ?*          3          2*           3.000*                 0.000+              0.000*           .7504
          ,a..                                       3         .'.-
4.14.4 %                ...X,   ,
                                                                                                                       .>. : & P        . ^^ O w l               sti                    34           9          2*         -4.000*                  0.000*              0.000*           .750*
stl                   9*           9          2*         -3.000*                  0.000*              0.000*           . '50*
nd Poi                    6*           6          0*           0.000*                 0.000*              0.000*
loa                   0*           0          1*            1386.*          -1422.*                     843.*    -16823.*                28413.+                          1566
                 ..m                   04           0          1*           -111 .-          -1402.x                     460.      -224 4.-               -;-255. 2                          All l                loa                   O*           O          3*           -217.*           -19aO.+                         0.*  -40795.*                -444*.+                          -245 l                loa                   0+           0          44                211.*       -- 1990. +                      0.*    40795.+                 4324.*                          231
       ..             av In      fo I
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        -.                        .               _......,..,.y                                         . ,.                  .                                                                    .
g               .
ATrAca t.o s                                                                                                                                                            (coat 0)
      .        .e t
                          #######################################+4#########+#####+###+#######+#####4 g,            i baseplate anal. support reic-15 rev. 6,                                                           iso reic-659-7.10 rev.6f0 5 A 4.4 44 M 4 4 5 5 2 ^ t " " " ^ ^ ^ " " * ': 46=.4 4 C ' ' 5 I ' " ' " " M 4e +w **e*+4 44 5 " " " " '                                          I "#        ~ ~ ~
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1  4 ir ut              trimeter:
n                                                 ----- ---------
O. ,1 i'r.l                      , , , , . ,     SS,,.o,                 .                                    , nnn 4       O,l                             "''** *-eimensi n                                   . . .....               21.006 y-dimension                                                  19.000
             'd                                                                             . . .....
4+cdutu :# e ' :: t i.<-i*.' ___                                             2?. i g /)                            concrete modulus ........                                                   3.37e6
              -i                        conc. come. strensth ....                                                    3500.
O2   .I
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:*                             ,        ~         ~             <n                      , enn                 ,e.,.-
O '..o 2       lb          2          lbi                     19.575                   1.'b7b (j        3 3
o 10 6
                                                       ,       .n 105 e.
19.375
                                                                                                       . ann 9.750
                                                                                                                           . ,    e.m, Q                                    5         4 kb                       b                 lb.bbb                 k6.'bhb i
6       10 10                  109                     19.375                 17.000
           ,32 3.
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: c.             ''t' C..:,                                                 - --- --
tension shear tension hear
           ,n 98 *3                            3 2.         3                        4060.                      4420.
0,3         i                        2                  960.a3                           302.e3                                4060.                      4420.
e
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* baseplate anal. support reic-15 rev.
     '- '(v3                                ,
6,     iso rcic-659-7.10 rev.6F0
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             ,n.!                                                         attachment data u i.,-                                                           _____ __                     _ _
l' I!
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attachment                   number                    1
                           ,,                                  type tub Property number                ....             1 c.. v v v u viinen,ivu                    .....                          i ..i s ri e r. u rw e r   ......              c.
(3 '                                                b dimension .....                                 6.000        J Iine number              ......              6 "i.                                                heieht ..........                                 0.000 so.        ranw,=
:-c o o r d i na t e   ....... 10.375 s t i ,.      ..            .o7s     .
                                                                                                                                   .vuruinsse e.2<s il v                                                  thickness (t2'                          ..            .375     orientation ansle ..                     0.0 L:
f                                                                                --
2:
lS ai1 v >, }-
:.                                                 load conditions i..
I'+ .'    '
          '' .:)                                          load case no.                           1 e
i                                 star node                    122 i^                                      force             fx                   1236.
ivrue             ?.               -r422.
rs[l                                                force            f:                     G43.
          *?                                                  moment mx                       -16823.
:.                                     nmineoL in .                      23413.
yn.                                                    moment m:                          15680.
c
                                                         .vu   . um o .. .                      -.
I (s~' os,
                      ;l                                      star node                   122 l,j                                       Eve.a              c. ,               -110.
              .,j   .
force            fy              -1422.
                      %                                       forca            4:                     460.
l              dIiiN                                         .n v n e o L .nx                 -22424.
l        ,M                                                  moment my                         -2255.
t
                                      )                      moment m:                         -1244.
1 l
l 1
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9., y::
I
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e t_             _
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: 2.                                                                                                                                      A

Artice.n t.o v
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* m m **. m
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* baseplate anal. rupport rcic-15 rev.
: g.                                                                                                                                                         6,     iso rcic-659-7.10 rev.6f0
              ...        xxxxxxxx             .xxxmm . . , . -                                     . ... . . ___                                        _
                                                                                                                                                                 . . .s y x .g e v y .g g ,9 9 9 99 9,4 4,gp q q q g e g 4
                                                                                                                                                             ,yu
     >m!
c
     '"''a''                                                           ,
load case no.                                       3 le p [']                                                   star node                            122 "I I'l2  -
force fx 2.m . . .
                                                                                   &                  _,e..
                                                                                                              -217.
                                                                                                                .         n. .
rf'''j                                                  force                  f:                                    O.
     '" .                                                    moment mx
                                                                 .7                .-
                                                                                                   -40795.
_nana, oj V
moment m:                                -2455.
                                                    .i 3 E                         .'%2"'.
d-3f_*.*.
c., . 4.
t'y,.l star node                            122
: w. . 2                c,                               a;4
     ,f x . ,!                                               force                 fy                         .1990.
              ;i                                             force                 f:                                     O.
::S                                                 . ,,. . o , , ,
an~es n *'                                                    moment my                                        4326.
U "3 3
moment m:                                        2387.
  ,              :ri
/
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v                                                               .._,.x_                                            _c       . .
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              ,.n                                            ,                            ,            ,                       . . ,                   ,                             .
c)                                                      3                         3              14 15                      4                          4             4         15        16 AI 5                         5               16                      17                      6                          6             6         17        IS
                                                             .y                        ==y             q ,3                    ..*i                    .*                         .*             3        .9        *= /
no .,I 9                         9              bb                       bl                   1b                      lb              ib           bl        2b p                                               .                     ,,
2     .-                 ..,                    s                            .            .      s
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13                          14                 25                       26                   15                      14               15          26        27 15                           16                27                       28                   17                      it              17           28        29
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ATTACH t.O
                             ..                                                                                                                         (cant 'o) o                     baseelate anal. support reic-15 rev.                                                 6, iso reic-659-7.10 rev.6f0
* O; e                                        -       .
m , ; ; ; a ; , ; ; ;; ., ; ; : .;;,,wwwwwww*wwwwwwwwwwww* mww e + -- n +* w-+ . a + ,,+ + + + m baseplate                 connectivity r______                      --
9- -    --_
element         Ja        Jb                           Jc                Jd          element                 Ja        Jb number
                                                                                                                                                                      .c        Jd node      node                      node              n' ode           number                node      node        node      node 37           40       51                           52                 41              88                  41        52         53         42 39           42       53                            54                43              40'                 43        54         55         44 41          45        56                           57                 46              42                 46        57          58         47 43          47        58                           59                 48              44                  48       59 45          47                                                                                                                 60        49 GG                           al                 30              46                 30        61          62        31 47          51        62                           63                 52              48                  52        63         64         53 49           53        64                           65                54              50                  54        65          66        55 51           56        67                          68                57               52                  57        68          69 53                                                                                                                                        58 58        69                          70                59               54                  59        70          71 55           00        71                                                                                                                 60 s
72                ._,1             56                  v1        7.          75        62 57           62        73                          74                63               58                  63        74 59                                                                                                                              75        64 64        75                          76               65                60                  65        76          77        66
('Nv                               61           67        78                          79              68                 62                  68        79
  \s_j'-                                                                                                                                                             80        69 63           69       80                           81              70                 64                  70        81          82 00                                                                                                                                        71 71        52                          55               72                66                  72        55          54        75 67           73       84                          85               74                 68                  74        85          86        75
!                                    69          75        86                          87               76                 70                  76        87         88        77 71          78        89                          90               79                 72                 79         90 73 91        80 80        91                          92              81                  74                 81         92         93 73          52         ?3 82
                                                                                        .4 55                  76                 55         74           5       54 77           84        95                          96              85                  78                 85         96 79 97        86 86        97                          98              87                  80                 87         98         99        88 81           89       100                      101                 90                  82                 90       101         102        91 83           91       102                      103                 92                  84                 92       103         104 72                                                                                                                          93
                                     ;;5                  104                      100                  14                 36                  :
                                                                                                                                              .4       20;         ;N          :
87           95       106                     107                  96                  88                 96-      107         108        97 99           97       10'8                    109                  98                 90                  98       109         110        99 91          100       111                     112                 101 93          102       113 92               101         112         113   '102 114                 103                 94               103         114         115     104 23         104       113                     ..o                 103                  06              105         iso         .17     106 57          106       117                     118                 107                 98 99          108       119 107 _ 118               119     108 120                 109               100                109         120         121     110 i
(    _ _ . . _ .
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_          _ _ _ _ _ _ _               _       ,.       , _ . , - - - - - - - , - . - - - - ~ , -              ~          " ' ' ' ~ ~ ~ ~       ''     ^ ^ ~

Q. ~  00T    t ; & , 4 ; & > - 1, 3/
Cod    ) ) ); 35%C/
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APR jyl,G.,C.3    .
D 15, 373/'
BFA y, 1) 984444,scac4c,4&ec,44t&/
      @PR 33 2,844494;tSt#&&;E514,S$7Q/
BOL    E 3 3 , 1, f . S , 2               37 5/
BOL  1p > Z y 1,19.375;1.8TS/
Bot  1/3 6 1,19.STS,9 3                                     TS/
00L    2 > 1g> e , t . 5, L T . 5/
,    Set    Gr .1     3   1,    1$.5     3    LG.STS/
Bol   ip3 ty ,       1, 19        375,17.@/
con     1  3 4) ,0            3 4 . 5/
con    3  3 33 )        3. z 5 ; E . 3 7 6/                        t con    5,5 3 ,           7    37 5, s . 5 7 s/
CcN    7  3 5   3,      13     375      3 G.3TS/
con    9  3  3; j f6.,E.TS/
COR   4   1  %>;4.T5              y B. 5/
C ON ~ 7, 6      3 ,     10     37G,8.TS/.
Cod    5, 7 ; ; T            3 7 5 ,11. T 5/
CoM   7. ) T) 13.379,11
                         ,                                   75/
_ CON   'Z,9,,2 E5) 1G.ts/
(    Con   G,9,,LQ.5,1G./
Cod    S,9,3 16.625,16. Es/

con      11,9 3, 21.,15                   25/
CON      4,4,,9.313            3      4 . o f. 3 /
con       s , 4, 3 15        686,&.065/
CON      4; 8    3 , 4    6I3 y14./
con       6, 8   3 , 14.;15 815/
con      9,G,,       i T . 7 5 ,9. 3 7 6/
END      /
Tue      6,c,t,1o.57s,b.Ts/
STI      3, 5,t, 3. $; ; )                 7G/
STI      9 , 5 , t , 4. p ; , , . 7 9 /
3TE      5,9,L, ~4.$, ,,.T9/
sTI      9 , 9, t , - 3       4,,,.75/
E r4 o   /
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LCA      i ,. L ,1386,-14Zt,843,-l66zS, tz84(3 t l5foBC/
loa       > , t , - t t$, - 14tt; %c, -zz4t4.,-Es 5, - Iz44/
Lo A      , , s , - z rr ,- 199 9 ,4, -447ts, -44+9, - z4ss/
loa       , , 4, t e il ,- lee > 9,- 4#79 s , r45 26, + t3 67/
E.N D /
P_. bl D OF     dOB O
STS

3WtC tNu1NttKINb KtVitM LMtLKLibt HANGER DRAWING N0.                           REV. INSPECTION TEAM                      LEGEND:
6Jw6                                A - ACCEPTABLE RFN - 1T7                             /4Fo          J Msac:eE                            d$$'sMjEi O(.       ISOMETRIC N0. REV.                CHANGE DOCUMENT ftD 2(5-4-G(,66 RFid 'GS- l L
          '                                                                                                   ~
CHECKLIST ITEMS                                               STATUS            COMMENTS 1/A          A      D r
r-            ,      ,
: 1. General
{                         ..                                  l
             . A y Support. Location:.        *1,...:-                                         45 Agost NNIa Aur TSC W V-B. Support Orientation                                           y
                ~C i Catalog.. Items                                                /
D. Close' Clearance Gaps.                              t/
: 2. Support Structure                                     i A. Critical Dimensions                                                 / Q E h)oiB l B. Member. sizes, structural plates                ,              s/
  /      .3f Struts and Snubbers                                       *                          .                       -
A. Pin to Pin Dims., Snubber Setting                   /
l                B.                                                                         '
9adUe.- % Assembt3 G m ec.kians
: 4. Baseplates                                             3         4            ?/
A. Plate & Gusset sties.                                         y B. Bolt size.& type,                                             y C. Bolt hole spacing                                             /                                '
O. Attachment location                                            y E. Bolt spacing to adjacent inserts                               y
: 5. Lugs - Bearing Surface                                     sf
: 6. Welding     -
A. Size, length, quality                                          j B. Symbols                                                       j
: 7. Miscellaneous (specify)
O                                                                       M 952
:. w w x ,re ,- + u e m . : X m e a + M a a = .                                              :.  .      -,            ......

SWEC ENGINEERI!!G REVIEW CHECKLIST Notes:                                       -
Al5TE I                -   /tTT9-@L)TS /2- A                           BEAM ATTACNMEdI #6 EC CE@d l
                                                                                'To M 9, fM I
r Y l-l i
p;'
qw
    , _ . .                                            Anw. "           9/g,,                   .
Results of Evaluation:
No deviations noted.
6             . Deviations evaluated as acceptable by inspection team.
                                              ' '               ~
T                Deviations require further evaluation.
krrosars v B-5-95 Ja:e Si~gnature
                                                                                                  /
Dispositiion of deviations subject to further evaluation:
DSul Art o u - ATT2 /S urE 2A =oukD A c cEPTA B LE
                            - S cc cus cu e rs o^J r-o n:.WI A TTA CHED.
h 1
                                                  . . . 9 5,q                       9-6ec$s?b      of-d W&5 Signatury
                                                                     ~
                                                                                                    / Date
                                                                                              ?         T l 7- W 9 3

PAGE       /    OF    2 EVALUATION OF SUPPORT NO._              _
RFA) - 177                      REV. 470 q                                                   ISOMETRIC NO.           R Fh.) - 4.38 - I. 2           REV.
U(
EVALUATION               OF DEVlATION - ATTRISuTe "2 A.
v FORCE S & MomeNrs (3 pr. A x                   2                  (LoAo prom CALC 8.l4. I4 b5 )
h=0 i
l
                                                  $,, -               F.v = Il 9 8 - I. 25(t.cac pac onn = t A q e"
                                       /, ''                          ez a Mx = I49 e" 7.cs s' = f os ,7 w . a M.1 = 0 P=M98
* Mz : 149e *x o.375"= SG2 w -e l                                            7 I
            !      .D U E T O INSIGNil=lCANT MOMENT Mr AND R E LA'i'lV E LY BIG SECTION PROPERTIES FoR MEMBER Ml4x 3 $ HEAR STRE55 IN
           !        EXISTIN G MEMSER CONSIDERED AS NEGLIGIBLE SY
           \          ENGlHGE RIN G                      JUDGEMENT.
           !        TI.IER E P O R E DEvt ATto M                    REQUIRES QAILY kJEuD S!''E CHECK A "" AclN T OF CONNECTlON OF ITEM # 4 d BASE ALATE #
d-                  ITEM
* I AMD CHECK oN SASE PL ATE.
          ,                                              CHECK QN WELO a cr. A (REF. 2 )
i                         Y I
AS-autLT MELD IS V4 ALL AROUN D.
coR wSLD TREADGD AS LINE- SECTION PROPCRTIES:
x                x   (                    A = 25.7G Sw,= .s G. as .Jw: 94. I c, 2.0 FORCG On LQCLD
                                                    =         Ms       Py , Mz Cy             - j' t oS T T       I498      SG2 =2.0  ,
4 Sw,      A       Jw                    ( 3 6.55/   23.76        94.1
                                                   = 29 7 */m                           .;$            297
;              REFERENCES
* 0.70 7s .S1
* 0.707s/8000 Y'OEN N O'K.
: l. CAlC. do. 8.lG. G58 4 8.14.14 SS                                              i 2 SL ODGeTT* OS$lCN of 4]Et.DED STRUCTURE.$ s 1 AlSC MAMUAL - STM EDITICH.
i                                                                  PREPARER:                Of               / D ATE: 08-2V- 8J l
REVIEWER:                       [             DATE: T/ZS/83 v
l                                                                                                                       954 t

     .                                                                                                  PAGE           2            0F  2
              -            EVALUATION OF SUPPORT NO.                        RFC - 17 7                        REV. 4FC ISOMETRIC NO.           R Fu)- 4 3 6- f.2 REV.
(cQN7: A R o M A r, / o r 2 )
CHECK QN 2A.SG PLAM d ANCHOR SQLTS
                               'Y                                                                    h      *     **
l                                    BASE PLATE                  Y2 *9*9
* 4      l'                         . ANCHOR ACt,.Y.4              V2 HVv. HE2. MACH BCLTS
* P''
C = /.*             ;_                   z.5"                   h s 21/0                  Sa - /9G0 I#'
s p(             .
L, 5, L'               25
                                                                           -                 , S,o      y g >.
p
                     --o        l
_                         t                 4.F
                                                                        "        Ms Yi
* SG2x 3 l                                                                        4(x2+$ )        2 4($% 33)
* Ab ~
Mz x Ai
* ff
* SG2 x3                       1498 I          5''*                                                                      +            =35*
4(yz+y l)                   4      4(3 z + 5')                    4 6
* f $x
* t .5 7* ' = f 2 5 3 + sgan                                '
                                                                                                         = 399 *
                            =                                    Psyxx x = L.fM (Pmx)
Sca        19foo = 0. 2 03 )                                                        bl a & = t o. C OL.  .
p,,,X ,            n Li                    torna s                          s.
i        c.T               4 LFm - l GL]
(2) x 51     , , , ,e /
   ) pm                     toss
* pu y [ t - ('/sAYl'?'= 2020                               #
A"** s IY Pac.          2020
                                             =0.52 <l.O --> c AlCul.de Teq. =( b"'
* Y''-
PIx = Ts c x H               T=        "' *           =
                                                                                  ' "'*#            =I 58; C=''Y i N'2
                                      ?
   '                                                       2sQL                       As 5 My = tosex l.o %1 = 2116 w.e                                bu = o.Gro x S + 4,o = 7.3 su.=o.7ss :27aco CRuG Tsq s                           C*
REFERENCES                                            7,3 x 2 000                  = 0. 2 5 4 V2 S A S E P f. A M ' S O'E I . S reucTun nt. EVAt.UATloM PROGRAM {$D-STEN ~
peccEDuRE FOR E VA (.d AT i c M esSASE PL ATE .
Sila Mo. s DM ~ 'I R - 2.'l
: 2. ASME Esussacno# Nq AM F                            PREPARER:                        /g #            / DATE: 68'c2Y-8-3 REVIEWER: N;,a,ee -                            _
DATE: M2r/S9
  -i 955

         ,                                   swtc enutnttninb KtVitW LNtLAlldt HANGER DRAWING NO.                           REV.         INSPECTION TEAi1              LEGEND:
: w. pow.RYS H Es w.Y A - ACCEPTABLE D - DEVIATION EXISTS SF'O         R. iE u] A R r" j ( ' 'Lt.octA SOMETRIC NO.  - sc.-Q REV.    (pP.c -CHANGE 16 DOCUMENT                                        N/A - NOT APPLICABLE
     - e ., ,      =, ; . = . . -   -
__ ,__~      .      , t.
                                    . 'f G.*g!- D *'- ? ?rt CHECKLIST ITEMS                                             STATUS       COMMENTS 1/A      A     D
: 1. General A. Support Location                                              .
l B. Support Orientation                        _          __   ,e          _            _
C. Catalog Items                                                       g.' P.E PL                   .C N y    g.ry g* hLAn}Pgogo }
D. Close Clearance Gaps                                y                    .
: 2. Support Structure                                         .
A. Critical Dimensions                                                      ps ra A>w            us wgW W (r-o       t s'rRt.tr   \'- @ /q B. Member sizes, str.uctural plates                           /
: 3. Struts and Snubbers           -
                                                                                                                  ~'        ~~
A. Pin to Pin Dims., Snubber Setting                          /
B. 9edite - N At.s,amcq come:.bg                                y
: 4. Baseplates       g/g                                                                                       ,
A. Plate & Gusset sizes                                /
B. Bolt size & type                                    y C. Bolt hole spacing       ~
f D. Attachment location                                  y E. Salt spacing to adjacent inserts j
: 5. Lugs - Bearing Surface        yjg                         /             l
: 6. Welding A. Size, length, quality                                               ###6[#'#
                                                                                 ,V     '/4      nuaeamco B. Symbols l         j
: 7. Miscellaneous (specify)
                                                                                       $s u{r-"Jsu[ cjr g c'4M L.c   [_y, c W                     #J
                                                                                         '' v -           r k'c V H
                                                                                                 - - 1153

SWEC Ef1GIffEERf!1G REVfEH CHECKLIST                            -
tiotes:      /, 0 2 Z 7 .C C A /._     PZ,ME/Lici~0A.)             .D w cR E,mAJC V        sea T
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2,       p .ru cr- cusi o                      rraE-         orscesmque y
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SEE         P4GG          2     07 2.
3,        p.rPE           ClBMP               28g           57ock pr_.sc22PAAJC V                   SEE             PAGE        2     of 2.
Results of Evaluation:                                                                                 -
A//A           fio deviations noted.
Deviations evaluated as acceptable by inspection team, t
                                                                                                     ^
            .3         Deviations require _further evaluation.
7dd3 S                         Date Disposition of deviations subject to further evaluation:
ASo0E       PEONTION E      A$6 50"ht o      70 AE 4 oCE/74fL E
[E E 4 yypcy;c        g yggug 7,oAs     M EET.
O 1154                   z. da amor               skes Signature    /            Date /
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fs T H15 STIFF EN ER 15                                                   WELDEO ON THE WEST                                 side          O NLy .
T R E.              E eST SIDE                     :5 NOT-             M/E LDED t% ND               15     Now 1 N M_Cr-5.G 1 St.E (j                  FOR WELDlW DtAE T0- ANOTGER STl FF EN ER. LotATED APPRW, l' TO M           5#C'                                                   TRE EAm             2"g 'jg
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                                                                                                                                  . R AM @ E.L.540 7Pi LOCATION PLAN' FOR                          L q         REFERENCE ONLY!              @,                       N4
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USE FAB. ISO. FOR Mu                                          -
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nsitu CLEAM U P                  PIPIN G s        d,j .q ) g 2        YM^NE[o@                                              82 0
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: f. = (~ dl.         + EC 7 / ) x /. ZS : Jo/G Sf
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PALLow . : 49GoE E4    7/olyG    ,*)P = 4% o t-.-    ' -
3?co ' 4r/20<.          > 34 t4 ' , *A
( # /'z c:.                        dS
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_a _1. k                                                      = 32. /G3 Lco';                          (, ; AW = 30 2 Jg a jeg j)s'
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                                  @ Iso. //200 ,sA/7 3G Er v. 7 n)                          W 30 EH a
                                   @ $45/CEE EWF16                 fytCcf - / C - 273     EGY. d/O i
                                   @ //fS CRT4 log                  /f al . f. 72/                                            !
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                  -.--._.             -               _ _ _                                                                      I 1156

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(g;g 777 l     Fx    l         Fy                 l            F:  l    :.5     l    My         l    31 130 Themal                                          + S ND-l 'Z. 7
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I: 7n~espr. c. NwEPEM '                                                                                       J.157
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             -g' SWEC ENGINEERING RE'/IEW CliECRLIST t
HAf4GER ORAWittG tt0.                        REV.      INSPECTION TEAM                               LEGEllD:
f).                                                              6 goS                                       A - ACCEPTABLE 66T 9O I d                                 }   O         J. b)is9D6B                                Ofi!NIS'i!!}$
pt ISOMETRIC NO.
REV. q y        CHA'lGE 00CUMEftT PED -J/S-N- PS %
ST -G7 3 -4 7 CHEtKlis7 ITEMS                                             STATUS                 COMMENTS
                                                                      't/A       A         D
: 1. General A. Support Location 8.
                                                                                  }
Support Orientation y
C. Catalog Items s/{
: 0. Close Clearance Gaps
                                                                         /.             {
 '      2. Support Structure A. Critical Dimensions                                         { \[
fj(
s B. Member sizes, structural plates
                                                                                 /
s        -
: 3. Struts and Snubbers A. Pin to Pin Dims., Snubber Setting                              /
B.
PodA\t - % %sambi3 Ca merd io(NS                             fg/
: 4. Baseplates A. Plate & Gusset sizes fh             {4 B. Bolt size & type fh             f C. Bolt hole spacing l\/        $g              hgl D. Attachment location                                          I i / 66i:                   hp79   7, E. Bo     spacing to adjacent inserts g/{         j S. Lugs - Bearing Surface l      ll
: 6. Welding A. Size, lengtn, quality                                                       I f[
B. Symbols V                                                                   {             /            j
: 7. Miscellaneous     (snecify)                                       ,
I          .

pa         ~w i                                                                                          ,
SWEC ENGIfiL_::I:iG REVIEW CHECKLIST I
Notes:                                                                                       -
(gg J ',           Sag f ATE EDGE O/S'7Ab)C6% YAI'                              @ IOU 3 NC) 4l s '-y ek"               '2 v u%,HJ
    '                              4, 1,%,                  --
ERC-6 DIST,         o-      o'            'PJ F         !            I1           EDGB DbT Seui o BF q d                              N   3       +-      '
                                                                            ^
j      Sggt,p 33
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                           ~   __
                                    ~
g h                                s\% T
                                                             +              6
                                                                                  "        A doodD o       &
                                   +.e.                n
:   e e*
Results of Evaluation:
I No deviations noted.
h         Deviations evaluated as acceptable by inspection team.
O t
b        Deviations require further evaluation.
krruseTes              4c440
                                                                     '/1 prue~?.                  644h Sianature                Date
{
l        Disposition of deviations subject to further evaluation:
See a'HaeJed p;a.                    Evaf<eYisar de g' 4D 4pdpad myAM
          / sos fae eia is ~ Y ap 6e/
1177                   4                 4 .
g/zz/ss Si Wp urg 4, p           Da'te g j 12 9 etewe '

             ~-   a                          STONE & CEBSTER ENGlHEERING COTIPORATION CALCULATION SHEET swo Arracias'T ro 5iJec.12sinea oexusr F=w-.1Ju sec eviia i.sv                           t  I?o  .
CALCULATION IDENTIFICATION NUMBER                          ,
d             J.O. O R W.O. NO. DIVISION & GROUP     CALCUL ATlON NO. OPTIONAL TASK CODE   .4*et i
2 k oTE 7 :            ATTruikJT5 'If D
          '             ATTAcHMT OF T. Jess 727 Base FLET6s IS AG rdosCATEQ
          *                    $,Y!
                 . .                  -Y                & ]" x (9" x 7 '.Ok" io        y                          g s'
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      ..                             -c eu:me                             pg.e     . jun
      .9 7
30                                                              -
35 32 33 34 35 36 37 38 39 40 41 42 l
O   "
44 117S 4S 46

PAGE         /   OF     3      ,
EVALUATION OF SUPPORT NO. 6 G T- 9'O/ A/                                    REV. / Fe/
t'~N,                                           ISOMETRIC NO. 6G T - 62. 3 - 4. 7                        REV. 9 Ed V
Oteck            40 ads 49isose 4 (,eep/)
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I                                        !) MdM ProMest pf, I( '   '
f:         7. 9 (1, = [, Rep. 2)                 A/= K" /= . f+/= 4 9 5 = ggiy $ {ge,e 3) Ma - F2 x /5. 87F" //6 T4/* ~m Ma,:;.I'ff,'' - 62p2 7 *-w Ms = My; ii9, /M, 5yg., 4 , .,
M, - ja' C2[27- 3/4c4s-m                        Mc =  (''' . %[ 4: 23 S/7 e-w vecv sn uw
* 97,5 = Z7/a
                             &                                  Hs Hc = sn7 = a ,gg             s a=/073 2 REFERENCES
              !. A. klemic9el "2pc' frame foamalss "
2, A ISC " 5 TEft CouG72.uc7vey MAyysg ''
3.ista c                                                                     ./,
4 SN    E c,sD-srep-4,2ee i i.pe s ua: /,rev/971eREPARER:
car e seas.                                           %TE: $/e't/23 S. Suecci27 dwy ss T-90/N 2evlfgy,gygg,                                  jf), (,( n ..          DATE:   J/V fT!
G hPity [$C SS 7 423-4,7 Rev 9pp                                                   /                   /
: 7. $ P E C %la^tj2 fC D CC 206-H-6/4C p q w. MMEf.secriec 5 ^ spp. f L) 1170

                                                             .                                                                                                                                             PAGE            2                       0F    3 EVALUATION OF SUPPORT No. $ G T- 66/ N                                                                                                                                        REV. /EC ISOMETRIC NO. 6 G T- 6"2. 3 -4. 7                                                                                                          REV. 8 FC U'
: 2) F2eM fence F, l/c
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d M,: 3/4642-iu                                                            My = Hz -d x,                Pr = Q= y': 2iu                                                                                           Lfr ds p,I                                                         a E                          p%w                      A=2 3/4'4 7 =2247# s'fx= do v< ; zQ                         nd                           n                            in x
                       }~,,gg f,;
Y P_, = y,,, = Z/h2247:24 n 8 74da p er 7) 2
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                                                                                          'S = 5       N
                                                                                                               = /075- 26ga c coro .x (rat =.7) 4 fgy                                                                           = , /27 ( /, 6                                                               #' N v                                                                                                                    *
:    ru =aa             7 r. w .                                       n= w .na a.c.,a2,,c -
fu \ '4 ~ c zzisc s
                    ' rep'h kh,,                      x)                   ~
{g2,27as) 'i = 0 72 '" < A O                                                                                              '
                                                                                                                                                                                                                  - M l                  REFERENCES          [gggg,/]                                               /
Pes 2
{
PREPARER:                                                                                                              DATE:                            #2/h3 i
REVIEWER:                                           . S ($.t , 4_                                               --
DATE:                          J!12. !71 I
                 &NffCCY /g GCC2h YliC/by dof N S**dff drap/s' v0/54S
                                                                                                                                                                                 /
O' 1180 l
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PAGE           3       OF       I EVALUATION OF SUPPORT NO.             66 7"-98/N                       REV. /8d q                                           ISOMETRIC NO. S 6 7'-62. 3 /,7           /           REV. 985 V-   .
c%'rer       , ease 4 v' .weuca .esv7c G xbd'e 'C ' (des 4) 2!iG        Q y [ 2 */s               5=0 & : 87/e 5 ~ 96Yos L            __           J    M, =22,5/7m -w My = Mz = 0 P=h'=
r                 ?- /6/r4 N' 243'?
Skl        l    ;; .---X          ,
P'"x hlf;
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                   ,SI',I L S?A_            g           =
                                                            ,    ~ l3.2C               '
L2r
                                            )  ,
LFM=/,4 P
Lfr-As gg            2. 3/ic    n = i 4,itc6e i saigic = 37;s y c g74 spa,_ 7) 1                    *5 ~ ? = Y-/4rs < cotos (se,7) 3 7 /A Vs        //r      R g5         +
g, p          =. 244 4 d
                                                                                                             <. Af bey - 0.Sb /2.252 7- /3,/ w                  P= P i+ P,,,,, = /f/& //2- 277/ ,r M - PQ M = 277/' 7 Efx2 = /IG/10 4-!"
CM                  cx 40/sp jVa_ , g3 g, g j, 9                          , , g_ g Q,$,, , fAq ;^ Gje/) '/<.           /5.lo x 27400./
                                                           /
aea REFERENCES Geep /
PREPARER:                             b             DATE:             /e/f3 REVIEWER:            c[ htit et -                   DATE:          .P   '
71
          # he'fe/ h "eceeuu'rici&                  ek % s+s& 6,j ,a,,                                                  '      '
Ot 1181

l                                                       .
t SWEC ENGINEERING REVIEW CHECKLIST                            lh HANGER DRAWING NO.                                         REV.      INSPECTION TEAti       LEGEND:
gggg                 A - ACCEPTABLE O.'        VQ- 5                                                7_FC                               D - DEVIATION EXISTS 6M NWD/A - NOT APPLICABLE ISOMETRIC N0. REV.                               CHANGE DOCUMENT
         \/12.- GGG- (.5                            Sfo CHECKLIST ITEMS                                                      STATUS      COMMENTS 1/A    A    D
: 1. General A. Support Location                                                    g B. Support Orientation                                                  [
C. Catalog Items                                                         /
D. Close Clearance Gaps                                                 /
: 2. Support Structure A. Critical Dimensions                                                  /
B. Member sizes, structural plates                                       /
O'      3. Struts and Snubbers A. Pin to Pin Dims., Snubber Setting                             [
B.
9adAte- h Auemb\3 G mee.i ms                                   [
: 4. Baseplates (fLArf (editADEO D EMBE. Ope,0 PLATE.)
A. Plate & Gusset sizes                                                 /
B. Bolt size & type                                               /
C. Bolt role spacing                                              /
D. Attachment location                                                      f % * [ g A p O S t arrti E. Bolt spacing to adjacent inserts                               /
: 5. Lugs - Bearing Surface d
: 6. Welding A. Size, length, quality                                                    /j       "E 4 D A B. Symbols
                                                                                          /    l
: 7. Miscellaneous. (specify)
J 1282                 ,
SW I O!5 2

1 SWEC ENGXNEERING REVIEW CHECKLIST       Ilt I/        v4 t Notes: Id ATTACHHENT 15 dFF4eX dW PLATE., AS 6@vsg 3                                 y4g r
: 7) 14eLOG ITEM h Tb CH220. @ (S AS St%N '                    -      -         -
Tuts votAree sin. weLo itemuteseste,or-D '/.. %
e                                                                  ,
1a%
B) WELD BC.THe.E.r4 ISCAN ATTMilde.itT drto N4x 13 16 (N APE:.duATE . /6"6AP 6-USTs Be.Tv4eeN Tt+E= ho.
14eLos Ae.e. ONDEESIGCC ArtO UNOe.EQ)T. Ee. Pee To ATTActtEO se.T4.H fBw I'ETAtL..
Results of Evaluation:
No deviations noted.
Deviations evaluated as acceptable by inspection team.
O Signature                         Date l
Deviations require further evaluation:
6 E.E: W d ew N fc 9
D IS PoJ W/o d o r O CthA7nM S kee.9aice.s                 T 85 Si@T5ature                        Date AaALy e&c saa        Au.cso rpatg              1& D.kk                    8-T- 83

STONE & WEBSTER ENGINEERING CORPORATION
                '                                                                             CALCULATION SHEET imam /~u.Wevt % d54Jsc Rsv/M CHEct ;s7 For NGA !2-9 RS/ 2FO CALCULATION IDENTIFICATION NUMBER g j ysr l J.O. O R W.O. N O. DIVISION G GROUP             CALCUL ATION NO.                             OPTIONAL TASK CODE     Pd4E
[
1 1
3 MM EM r.4'cr.e/ie.W demaST ffhr%CE 04. Ho,                  YE.-907d             CEDI 7FO r
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1280

fSUPPORTCHECKLIST HANCER DRAWING NO.                            REV. INSPECTION TEAM      LEGEND:
k.6TcPKe.6          A - ACCEPTABLE 4              T5W - %5                               1    g*ac.                D - DEvIAT10N EXISTS N/A - NOT APPLICABLE ISOMETRIC NO.             REV. CHANGE DOCUMENT
             \
    "TSH-ZbH& \9 G STATUS CHECKLIST ITERS                                        C0tt4ENTS          ,
N/A   A  D E
: 1.      General A. Support Location                                    /h     1 A sag B. Support Orientation                              [
C. Catalog Items                               !
D. Close Clearance Gaps                             [                              -
: 2.      Support Structure A. Critical Dimensions                              !
B. Member Sizes, Structural Plates
: 3. Struts and Snubbers A. Pin to Pin Dimensions, Snubber Setting     [
B. Paddle-Pin Assembly Connections            [
: 4. Baseplates A. Plate & Gusset Sizes                            [
B. Bolt Size & Type                                 [
C. Bolt Hole Spacing                                    /  b10re. $ l ATT Ad.de_C)
D. Attachment Location                                 [  MdTIS6 4, G l ATTA:tfco E. Bolt Spacing to Adjacent Inserts               [
: 5. Lugs - Bearing Surface                          !
: 6. Welding A. Size, Length, Quality                               [  MOTES 4.b,(a, T., ATTacae_o B. Symbols                                             ! NN           0,l',ATTAdif60
: 7. Miscellaneous (Specify) t-.,a _ .                                             / ~ 2. n e-                    .
O   U300 B

9 C O AL
                                                           ,,  .. wwm Notes:    1,) h ATTh.th N h (WNC h v,se.m3 % s w + r.c x                                          c r~.u
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                - latu.DS BEIME.Er4 FMOS Ario Ts&%>%
                -LencTHs + Hereces G FT Osd.%x%)
Results of Evaluation:
No deviations noted.
l          Deviations evaluated as' acceptable by inspection team.
MDOTE D ITe2-tS NM M D % VEEAF-4 EC)                             .
O IT           Deviations require further evaluation.
ATesoTes IA C0 j 4c 0),4p(e); GA C4) ; 6BCs) 6ee Kares Aeove._.,
bda Arrk-eteo see.e.ts hida---            o4- ot":r 83 Q       Signature              Date Disposition of deviations subject to further evaluation:
I/)-       DUE      To  THE   PIP /UG- C O N f=IG UMT/CA)        THE LOCAT/oM DEv/Artau IS 70b6-Eb To IfAVE R b)EGL lG-IBLE EFFECT CA) T/te suffof.T LOADS      Of T/tE f/f'E STf-Ess, 4C 40                   TubG-Eb TO BE ACCBFTA BLE A S PER SA                  ATTA C HED   EV n L V A T'90h) 1    65
'                                0 0300               Ae ?d    Signature U2/ /"
Date P.EillE WEP-           ORTG l

STONE & WEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET A 5010 66 CALCULATION IDENTIFICATION NUMBER
  \                J.O. O R W.O. N O. OlVISION & GROUP                        CALCUL ATlON NO.          OPTIONAL TASK CODE        PAGE E
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STONE & UEBSTER ENGINEERING CORPORATION CALCULATION SHEET                                  ,
A $010 66 CALCULATION IDENTIFICATION NUMBER v                 J.O. O R W.O. NO.       OlVISION G GROUP             CALCUL ATION NO. OPTIONAL TASK CODE   PAGE 2
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STONE & WEBSTER ENGINEEnlNG CORPORATION CALCULATION SHEET A 5010 65 CALCULATION IDENTIFICATION NUMBER J.O. O R W.O. NO.         OtVISION & GROUP         CALCUL ATION NO. OPTIONAL TASK CODE     PAGE 2
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PAGE     I      0F    ! 6~
EVALUATION OF SUPPORT NO.          TSW/ - 5.55             REV. l ISOMETRIC NO. TSul-2S/-/f77           REV. S-       .
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REFERENCES l) EURMs AMD RQ& CALC. M 7 lG. 3228 REV. 0
: 2) Sysc bocuMGMT SD- STEP 4 , g&v. I
: 3) HH. Ou)G Tsw - 355 RE U. I st) BURAls AUb SCC OG$ IG A) GU196, httCMblV 2.
: 5) SLDD& ETT, ' DE$ 8G-M QP LUELDGb STRuc.TU RES ', S '" Eb.
6 ) A St1E DI       3 S USSECT/CAJ AJF IW D APPEh> DIX F PREPARER:    [ N 7 m 2/ DATE: 1/'2//13
              ~7) Al*.C Mh00ML or STEEL.                 REVIEWER:       d'.                  DATE: y/4t/83 cousravenoM , c" a.
0 0313

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PAGE           4        OF     17 EVALUATION OF SUPPORT NO.          T S UJ - 3 6fI             REY.        /
o                                ISOMETRIC NO.       TSu) ~2.51- /F, /9         REY.      E REF, EVAt,UAT/0AJ OF PWlA7/0M fC :                                                     ^a ~
: 2.                                                                                      x L, = lok - d = T k                                             "
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Fx = 10475- Ib            Mx =         0 lit lh Fy =     3341 16          t1r =        0 5 '1 - 16 Fw =        0   lb        ti v = - los, sos bt -Ib REFERENCES PREPARER:         e_h              ,     DATE: 1/2//WV REVIEWER:                [.-             DATE: 9/1/[S 3 0      0316

PAGE           .f         0F  /T I
EVALUATION OF SUPPORT NO.                      TS W      ~55 9              REY.            I fs                                                 ISOMETRIC NO.       T5 fM - 251- IE / ?         REY.           F R E P.
cam 9uTE $ nt AA/ Bot.T 1-            S=        *
                                         =         ** 4 ~IS M                     s      = ?.559     lb com 9076 TEustou/ sour                                                    =           .=            ^*
X Duc To THE DIAECTION OF THE Ok
* BENblMG- 140HEMG ONLY TME ML7S ON Ttt E A.!* WT 5108 or 7~M E 0
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                           =   1T0 3' lb REFERENCES wP. CN4         TSw -ESS, ECv . I PREPARER:       N      k,< ,<   u         DATE: 9/2//7"3 REVIEWER: D            /                  DATE:        4/2/[63 n                                                                                                       0 0317 U                                                                       _

PAGE    fa   OF   /f EVALUATION OF SUPPORT NO.               TS LA) - 3 Efi               REY.    /
ISOMETRIC NO.        TS RJ - 7 5'l - /F. /1       REY. 6 Of~ .
REF.
2-Pr =     & =
* g" = HI9              IL C0M Pt)TE       LCAb     FFC70As k = f = I3                 ==)     L FN = I,55
                         =%         =}       L FT = 1, G S' l             co n PUT& 1999X]H UN TEA)$10 W BOLT 1
femu =      LPM ( P,,, ) + LFr( P,.)
                           = /."2!S( Z8og ) + I.(5( 4/9)
(                             9412. /b          ,
l            BOLT ALLO VJ A 6LES            ( % ~1,  HDI SQ L75 )
Te = C 040 ' lb 3*I         s, = F170 '' lb B OL1" I AJ7 ER. ACT10lJ
                           -P,,,,,     S       WIs'Z. 2.S59                    . 90 FINM ELEMHJ' T=       3 ,-   f K ' Q Y St yg = 1,fq 7 I,6                   ,,
m gyy$ ap g, g, REFERENCES PREPARER: [w h                           DATE: 7/7 //W REVIEWER:         * [_                   DATE: ?/Et #S3 6                                                                                          0 0318

(ME 7 OF JS l
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25  1270.       26              3987.              27            6oo8.                       28          450.
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33  *246.       3*              5906.              35          12533.                        36     1* BOB.
37 14793.       38           12o52.                39            *603.                       *G       2100.
41  2422.       *2              2935.             43             4940.                       44       4339.
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                *9    700.      50              1229.              51            2954.                       52       1900.
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b U LT        L0A D5 (n),                                                                  ____-       __
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0 0332                                                           -

PAGE      II      OF IF EVALUATION OF SUPPORT NO.           TS 'O - 3FF                    REY.       I ISOMETRIC NO. 79W - 2.f/ - /F, /4            REY.       F lE8 CHECK Sot TS THC CRITIC 4 L BOLT IS AT ST/190YME AJob& SR sneng ga no g=,999 l              Pn,     =     soli Ib                       (SEE fS. to) 4          T,    =      4040 lb 2         Pn =         T,, [ I -($; ) *] ''' = (:Mo(.I-(.499)**]'''
l
                             =    5047 14     > Sb il p.
l                .'. l!0LTs   BRE ADEQUATE i
       \            Crteen Pl} TE k    l
  -   ',7             % =           7fi SY = 7 7) 00 '''h ' '
                     %r= ILj ggy              C 4 Q~               (SEE fti, 9 )
                     ,. PtnTE Is o b e 9 0 tt T E fb                 hh            b            b       [,
REFERENCES i
PREPARER:                _Y           ,DATE: 1/Z//83 REVIEWER:       d7-M~b                   DATE: 9/c/es O
O G323

PAGE ' / Z-   0F   /6 EVALUATION OF SUPPORT NO.'         TS u> - 355              REV.    /
ISOMETRIC NO.      TSw - 2 51 - 17.17       REY. F O'                                                                                           l i
REF EVALunTION of= OEulhTION 49,IdoTE 4:
BY    RE VIE vJ o t* Ttt e t 06 DS APPLleb      To    THE PLATE
( See Pt. 3-      Suffog.T t cabs > 70th)T S ), AND THE PL-ATE D G TA t L, TttE STD+CitheAir Loc.6 Tron) De u!A Tron > Is TVDG-ED To BE ACC.5PTABLS, E V A L U A TIolu or= DE Vin T10M 4D, NOTE T:
BY    RE VIE N OF Ttf 6 LO Abs APPLIED TO Tit e PLAT 5 (SE& PG. 3 - S U PPOKT LOADS , TOth1T ?),AMb THE Pl. ATE D E T M It.- > THE ATTACHMShlr LochTioIU US U l A Tio!J I3 Tub 6-ED To BE ACCEPTABLE.
REFERENCES PREPARER: b7                .   <   DATE: f/Z//S3 REVIEWER:   h[                      DATE: 9/4e /8 5 O
O 0324

f PAGE     /3       0F     19 EVALUATION OF SUPPORT NO.                   T S M1 - 3 F F                  REY.        1      -
ISOMETRIC NO. TS LM - 2.5"/ - /f. /7          REY.        F O ..                                                                                                                    .
i,          Rff EUMLunTICU OF 05t/ItlTioM GA , MOTE 4:
SY gevlevJ of THE tonb5                               h tPLIED To Ttf& NELD
( SGE M, 3 - S UPPOR.Y L.Onb ;                   ,T O l M r .5'  ),TH8      NEL.D PRoVIDEO                    Is TubSEb       To     85' ADEQ u ATE.
NOTE               TttE AISC !"11 NIM UM WELb AEQ UIR.5MEAJr CAM SE UJAIVED h$ PCK W9PSS tocvMENr wP8EC -CoSoo-F-SS-2053.
L                    60 A L U R TioM OF DeulA TIOM 46, MOTE T:
i BY        KEu lE'M 0F Tng Lo Abs APPLIED To THE NELb
( see P6:               3-     Suff03.Y LQA D TOIAJT 7 )y THE VJ E t D ls 2
i                     T u b G- E O             To    BE ADEQunTE ( OMLY uGR TI C A L. WELb5
(                        COM % IDER.Eb ).
i                        NOTE:                 Tt+E AISC MIMIMUM N SLO KEQ U IAEt4Eur D4 A.s BE whlveD A s PER. wrtss acconsur M                                -cosca-F-ss-zoss.
REFERENCES PREPARER: fNk                            DATE: k?./!33 l                                                                  REVIEWER:                                DATE: *[b/63 k_
0 0325

PAGE      /4    0F     /f   -
EVALUATION OF SUPPORT NO.                   T5wl-3FF                    REY. l ISOMETRIC NO.        TS LA./ - 2.51 - 15,19      REY. 5 1, -
(                         -
REF.
EVA L UA TICA) CF DEt!111TICMS & A + G B , Flo rs (, ;                                -
LOADS      BMD WELD PRCPERTIES IA) Loch. STR/>bt. coag.pprin gS, Lortb5 ( SEE P&.             3-   MEMBE R. 2.,TolUr 3)
F, = 3341 la                       Mx =      o Ln-16 Fr = 9 747 lb                      nr=       o in-Ib Fr =           0 lb                Mt = 50,002 Ln-IL Y
                                                                                                            --+
WELD PROPER TIES i
i SI        L. : 4 C S) = 2 0 ltt                                                                A j                   Su : fi(F) +               = 3 3. 3 3 bt*
g.
1
       . l
(                REQulAEb MELD S I?E v.
t fx     -
fr. p II.t      3 3 49, m33.002 = jggy Ibj'A.
          !                        t-     .% - zo               n                         -
9t 1 =
fr
* w*     f#~
o      997 lbjg                                 g" f = J f? + fr ' ' = } IGCT't 412' ' = 1239 */in-
             *6        N/U ALLOWABLE WELD $ TRESS = IS oCx;C 'b/in' f                ''''
                                                     .707(/F oco) =
* l 4 ist <c &c& E~e Wc - % @<&
                                                  =
WM4 ~.707(t3,000)                    i
                            ,,       WELD      PRO VlbED Is Ab2 Q U ttTE REFERENCES PREPARER: b Y                     .:.,_ DATE: 9/2//73 REVIEWER:             f-                DATE: C/&/6 3      _
1 O   G326

                                     -                                           PAGE    /f     0F   /f EVALUATIGE OF SUPPORT NO. TS tu - 3SS                REY.      J ISOMETRIC NO. T5 tA> - 2.Si - 19,17      BEY.      S REF.
E.V A I U A TION OF DEVI ATIONS G& f 68 > NOTE 7:
BY R.E VIE N 0F THE Lono S APrLleO To TME NEl b
( see re. s - MEtABER. T, TOINT G ), THE Net D IS Tubm To    65 A DER U A TE.
f i
(..                  ,
l REFERENCES PREPARER: MY                        DATE: 7/Z /!T'S REVIEWER:                           DATE: 9/4'/85 C327 g'                                                                                 O l
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