ELV-01956, Forwards Listed Documents in Response to Request for Addl Info Re Settlement Monitoring Program,Per 900614 Request
| ML20059F979 | |
| Person / Time | |
|---|---|
| Site: | Vogtle  |
| Issue date: | 08/30/1990 |
| From: | Hairston W GEORGIA POWER CO. |
| To: | NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM) |
| Shared Package | |
| ML20059F982 | List: |
| References | |
| ELV-01956, ELV-1956, NUDOCS 9009120078 | |
| Download: ML20059F979 (21) | |
Text
ff 'E . a,
> ' C , h, l 7 Gior0E roweIComozny1
? h g.'M , W 333 Pcdmont Avenue i cM ' Atlanta. Georgia 30308 :
, Telephone 404 526 3195 f
< M ' Maang Address.
.i 1
s 4
- 40 inverness Center Parkway -
Post Ofhce Dox 1295-B;rmngham, Alabama 3S201; l , Telephone 205 868 5581 ~
-August 39. 1990, ,
. . L rre sourten decirc swem
' W. G. Heltston, l!! : 4 -
- Senior Vee President - 1 Nuclear Operabons '
.0515.
Docket Nos. 50-424 50-425 l U. S. Nuclear Regulatory Commission.
ATTN: Document Control Desk; Washington, D. C. 20555-q
- Gentlemen: i 1
V0GTLE' ELECTRIC GENERATING-PLANT- .. .
SETTLEMENT MONITORING PROGRAM ADDITIONAL INFORMATION-A March' 19, 1990 letter from Mr. W. G.-Hairston,-III'to the NRC provided . l responses to the NRC's request.of November 21;L1989 for additional information on the VEGP settlement monitoring' program. On June-14, 1990,' a-telephone-conference was held with Mr. T. A. Reed.and Mr. R. Pichumani during which-the NRC also requested the supporting = data < referenced in -GPC's response- number 2(b) of the above letter. J Our explanatory notes to this request for additional information on previous
~
b response number 2(b) regarding differential: settlement of Category I buried piping are shown below. Enclosed are three (3) copies of each of the requested documents. '
o DC-1017 Rev 5, Pipe Stress 'and- Pipe SupportE Analysis l Criteria i
A)plic6ble portions of this design criteria document have been selected w11ch relate to differential building settlement.
o Figure 13, Estimated Settlement of Power Block Structures, of DC-1000-C
_ This figure is' included in design manual change notice '(DMCN) number 1
-DC-1000C-14, which was' initiated. to reconcilesthis figure with other VEGP design documents. '
o Calculation 'X4 CPS-0167; Building Settlement Summary, Unit 1, Rev.1 o Calculation X4 CPS-0168, Building Settlement Summary, Unit 2, Rev.1 .
A detailed check of this calculation has been performed which resulted in revisions-to data previously reported-in the March-19, 1990 letter from-Mr. W. G. Hairston, III to the NRC as follows:
4 Pipe identification number 2-1202-030-6kodEhlNSCWtowerpreviously-A 9009120078 900B30 t PDR ADOCK 05000424 b ,
g$\
P PNV g -
' !.V ., f
(, Georgia Power A
- 20. S. Nuclear Regulatory Commission; ELV-01956-Page 2 reported an allowable differential settlement of;0.95 inches.due to a -
. mathematical mistake. The' correct value of 1.09__ inches providos a :
greater margin.-
Pipe 71denti fication' number ' 2-2403-053-2" fbr the diesel generator:. .. :
^ building previously reported; an allowable differential settlement of .0.53 '!'
inches because a.value of 0.25 -inches was mistakenly used for the - ,
calculated difierentials settlement.7 The: revision of this calculated '
j h differential settlement to 0.30 inches ~ increases the allowable-j 4
Edifferential' settlement' to a larger value of 0.64 inches, o Comparison of Differential. Settlements j TheLUnitLI: and Unit 2 data:sheetsL for th^e comparison of differential 4 settlements are being re~-submitted to reflect corrections to the - ;
allowable differential settlement- values as discussed above in regard to
-l calculation X4 CPS-0168.- These dataisheets have also been: revised to correct editorial' mistakes which resulted-from transposing the data from~.
the design calculations to .this table as follows: i i
The Unit I-pipe identification number 1-2403-069-2" ' cal cul ated - ,
differential . settlement for the diesel. fuel; oil storage tank has been - i revised. The value -should .have been. 0.3 inches rather than 0.5 . inches. l
-1 The Unit 2 pipe identified number 2-2403-066-3" allowable differential !
settlement for the diesel fuel oilistorage tank has _been revised. The- !
value should have been 3.19. inches. at. the buried pipe-to-building interface rather than the 2.66. inches at'the tank nozzle.
h Should you have additional questions please inquire..
Sincerely, j
./d j ~
W. G. Hairston, III WGH,III/JLL/gm Enclosures =,
xc: Georaia Power Company (
Mr. C. K. McCoy Mr; G. Bockhold, Jr. 1 Mr. R. M. Odom 4 Mr. P. D. Rushton -
NORMS 1
U. S. Nu-Nar Reaulatory Commission Mr. S. D. Ebneter, Regional Administrator Mr. T. A. Reed, Licensing Project: Manager, NRR ,
Mr. B. R. Banser, Senior Resident Inspector', Vogtle
___m_i_.d
1 I
- l, .I /- */
- i >
, ,-ji . t >.i 1 -1
,. pf,
....s_
. q -- ,
, ,e 4
+
'f
'i n ,
- r-. q
.]
ps , .a ;
l a
I 1
- l 1
l f '
f i
)
y t
ENCLOSURE'1- ,
d DC-1017 ,
PIPE STRESS AND PIPE. SUPPORTS- a ANALYSIS' CRITERIA l 1
.l j
P
?
T li l
r l-l l'
. 2 I-
- I . , .
e'
- o
.I ALVIN W. VOGTLE NUCLE AR PLANT '
VNP DESIGN MANUAL ~
DESIGN BASES -
JOB NO. 9510.
'0 t
REV OkTE 3~I9~00 j oEstGN
- CONTROL NO. 00~1017 ' TITLE PIPE STRESS'AND PIPE SUPPORTS ANALYSIS CRITERIA PitlNCIP'AL RESPONSistLITY BECHTEL - PLANT DESIGN , g,,7 y g, go.
SYSTEM CLAsslFIC ATION . x SAFETY RELATED ' - sAFETYIMPACT OTHER 1.0 PRINCIPAL FUNCTION *
~
-The function of this docuanent.is to provide the stross and'. loading criteria bases for
- analysis-and design of both nuclear and non-nuclear piping systems and component- !
supports.on the.Vogtle Plant. . The' criteria associated with1 design for'the safe;- l shutdown earthquake (SSE) are also discussed.-
This' criteria is based on appilcable ASME and ANSI' codes and project licensing.
requirements which are listed in this document. '
In addition, guidelines are included which have been generated by'the Pipe Stress and-Support Group to define analysis procedures-and safety. code and Licensing / requirements. >
)
SAFETY CLASS 0, 1, 2, i, 4, 6 SElsMIC CATEGORY I'and 2
,, 1.124, 1.130, 1.20,- 1.29, 1.48, 1.61, l'67,'1.68. 1.84. 1.85. 1.92 .
goc 1, 2, 4, 14. 15 '
sRP 3.7.3. 3.9.1, 3.9.2. 3.9.3 l-eT, Not Applicable w CRITERI A NSSS design transients / SIP document 1.2 Ps AR SECTION 3.7. 3.9 .
ER sECTION Not Applicable SYSTEM DRAWINGS Not Apolicable
'A (TC.Sedk.. Mf[ mas;,M@.g a x ROVAL SIGN ATURES m,,.
EGL (ORIGIN) - "EGs (DFtlGIN[ ' FNMr # ' U C. -
I - PE - '
W 4 ^" r
_ . Mdhb b o L '" L R a.- B L R*PM23 MMX4
/'
gc Ess Q AlllCH EGS PLA M ESIG gE G S [, ASSIST. PE
~
ASSIST. PE ASSIST. PE POE LEVEL OF APPROV AL ' ' ' '
DATE OF ORIGIN 1~19"IO INDICATE EGs AND Assist. PE APPROV ALs MEGS C/ SEGS, EEGS, CSEGS , AEGS. Mmg 1-24-83
~
DATE(s) OF ALL CHANGES 10-13-83 12-6-84 8-9-85 3-19-86 CONCURRENCE YEs no APPROV AL LEGEND SCSI OO REs,0NSE o ATE i tot . iuoicATEo
^W 8 - / [==ap88 [
~
- 3 c g ,,, , iso,caygg
/ SisN AtustE oAfg , ,g APE Pr ita lesion inne Tuc. Eno - e POE
. . ,. ~ -- - . . , _ - , _ . . _ . . _ . . .. .- -
i
', 'DM Change Notice 1017-9I >
,. .. - Dsted 11-6-86
~ VWp DESIGN IIANUAL 'DC-1017: REV 5 DATE 3-19-86' t
.4.. Level D Service Limits
- These' sets of limits permit gross l general defomations with 'some
- consequent loss of. dimensional stability and damage requiring repair, which may require removal of the component fron' service.
t
'3.1.2 Loadina combinations for ASME Section III. Division 1. Code- :t Class 1. 2 and 3 Pisina Syst-- and Conos==nt Sussorts J
The' design loading combinations for ASIII Section III. Division 1, . Code f Class 1, 2, and 3 piping systems, and component supports outside the niestinghouse scope of ~ supply, are provided in Table 2.
3.1.3 Allowable Stress Limits ,
The allowable stress' limits for ASIII'Section III Division 1 Code Class 1.-
2, and 3 piping systems are provided in Table 3.
The allowable stress limits for ASIII section III, Division 1, Code Class 1, 2, and 3 component supports-are provided in Tables 4 and 5.
The stress criteria for the development of ASIIE Section III Division 1 Code Class 1, 2 and 3 pump specifications are provided in Table 19.-
The stress criteria for the development of ASIII Section III, Division 1 Code class 1, 2, and 3 valve specifications are provided in Table 20.- .
3.1.4 Stress Limits Due to Inelastic Deformation In the event that the proposed stress. limits result-in inelastic defomation, analyses shall be performed in accordance with ASHE Section=III, Division 1 Code, Article NS-3000. 35-T0p-2 applies to l the design where inelastic pipe whip in to be controlled.
3.1.5 Buildina Settlement Maximam anticipated buildles settlement values for each building are provided in Table 6. Relative displacement values can.be determined from - '
I the maximum values in the tsble. Maximum anticipated differential settlement values between cutside area structures- and components are -
provided in Table 7. '
Building settlement piping stresses are evaluated independent of plant condition in accordance-with the following:
l 12 138 e where Mbs = resultant moment due to tuilding settlement i = stress intensification fattor Z = pipe section modulus Se = material stress allowable at sabient temperature 1720t
_ - - - . _ _ __....~.._. __ . . _ - _ _ , _ _ _
._ . . _ ._ __ _ .. ~ ._ _ ____
- e
.s '
DMJChangs Notice 1017-7 !
Dated 9-24-87 1
J VNP-DESIGN MANUAL: .DC-101f- RZV1 5~~DATE 3-19 ?
~
If ~75% of 'the- dif f erential settlements used < in design actually occurs, a :
review'shall befmade to determine the need for any subsequent evaluation. j This review shall consist of one of the following-stere; o, ; Verify the piping installation date versus'the date the building' I settlement data was initiated to. eliminate any. settlement dif-'
ferential which maynhave occurred-before the' piping system was f
. installed:and confirm the' revised building settlement: :
differential with the Civil Structural 1 group. l o Reanalyze the piping stress calculatit, us'ing a larger building '5 settlenent. to : verify if the piping system and: supports can take 'a' ;
' larger settlement' differential.
3.1.6 Branch Piping Table 8 lists branch piping sizes:to.be included in=theLrun pipe analysis. ,
When the decoupling criteria of Table 8'is satisfied,lthe effect of the support system of the' branch pipe on the run . pipe can'be1 assumed to .be !
insignificant. -However,- stress intensification f actors must 1be applied: to ;
the run pipe at each branch: intersection point.'
3.1.7- Functional Capability- ,
l ..
Piping components in essential ASME class:1, 2, and 3 piping systems ('
designed to Level C or D service limits shall be shown--to retain functionability for emergency and faulted plant conditions by' meeting the ;
screen'ing criteria found in Reference 7. Non-safety lines which are connected to' essential linec and must rem &in functional shall meet the Reference 7 screening criteria. All-lines which'must meet Reference 7.
L screening criteria are defined in calculation No.' X6CNA.01. -
3.1.8 Local Stresses at Welded Attachments on ASME Class 2/3 and ANSI B31.1 Piping i
i l Local stresses at welded attachments shall be calculated. Local stresses at circular or rectangular attachments may be=obtained using WRC ..
Bulletin 107 (Computer Program ME210). ' Local stresses are. combined with general pipe stresses, and the total stress intensities'shall-be-in accordance with NC-3200 and Appendix XIII. Rectangular cross-section and ,
hollow circular cross-section welded attachments may also be evaluated in accordance with Code Cases N-318-2 and N-392, respectively..
3.1.9 Local Stresses at Welded Anchor Straps (Reference 11)
Local stress effects due to welded anchor straps are taken into account by I applying stress intensification factors (SIFs) of:
o 2.1 for the bending moment in the direction parallel to the strap legs 1
7
'1720t ,
t
-.- ..c ..
.4 l
DM Change'40tice 1017-21' l
+, Dated 8-1 88: U
' VNP DESIGN MANUAL t DC-1017; REV- 5 DATE' 3-19-86
7.0 REFERENCES
- 1. Letter from H. A. Sindt,; Westinghouse, to }!. 2. Jeric Bechtel Power Corporation..
Subject:
Reactor-Coolant Loop Model~, Letteri No. GP 2865, March'16,'1979.
J
- 2. . Letter'from M. 2. Jeric; Bechtel Power Corporation,1to D. E..Dutton,' Georgia Power Company, Log No.'BRE-205, l August 12, 1980.
3 3.- LAPD-Pipe Support Des'ign Manual, Volumes:I-l (Rev.-0) and I-i-(Rev. 0). 'See Table 16'for commonly used~ sections of manual. '
- 4. American Welding Society Structural '/- ..ng Code - AWS D111-79.
- 5. AISC " Manual of Steel. Construction "<Sthl Edition.- -
l
- 6. - Letter f rom J. sL. Vota to M. ~ Malcom, Log GP 7955 dated ; July 13,-
1984. Revised Reduced RCL' Seismic Model.'
- 7. " Functional Capability for' Essential' Mark'II Piping " GE Topical:
Report, NEDO-21985, September 1978-and memofrom D. L. Capito/D.
F. Sewell, Bechtel Power Corporation,, to M.: Maryak,: Westinghouse,
Subject:
Functional' Capability, D/t .>100, corrected' copy, File:
X4BP26i Log: BV-11717 July 14, 1988.
- 8. Letter from J.JL. Vota,. Westinghouse, to M.1 2. Jeric, Bechteli Power Corporation,
Subject:
-Transmittal of SIP. Document 1-2 ,
Volumes 1 and 2: NSSS Design Transients, GP-3337 . September.18, >
1979.
- 9. Interoffice Memorandum from D. L. Capito to D. Sewell, Bechtel '
Power Corporation,'
Subject:
PSSG Instruction Memos,' File:
X4BP26, BB-47846, February 19,'1986.
- 10. Letter from O. Batum, Georgia Power Company, to F. B. Marsh,.
Bechtel Power Corporation,
Subject:
Use of ASME Later Edition and Addenda for Small Bore Pip!,g, File: X7BC17,-Log: SB-6177, !
April 16, 1986.
- 11. Letter from 0. 'Batum, Georgia Power Company, to F. B. Marsh, Bechtel Power Corporation,
Subject:
Stress Intensification Factors of Welded Anchor' Straps, File: X4BA04,l Log: SB-6189, ,
May 13, 1986.
- 12. Letter f rom J.. L. .Vota, Westinghouse, to :F. . B. Marsh, Bechtel -
Power Corporation,
Subject:
Overlapping Criteria for Piping Analysis, File: Vendor . Package No. 25516, Log: GP-10429, January 29, 1986. ,
! 13. Memorandum from B. Pusheck/D. Sewell, Bechtel Power Corporation, to A. Ayoob/M. Beer, V-SAMU,
Subject:
Overlapping Methodology, File: X4BP26, Log: PFE-10242, February 7, 1986.
1 s
1720t
~. --
1 i
1 L ;DM Change Notice 1017-12 1 Dated 5-28-87~
VNP DESIGN MANUAL: DC-1017 .REV._S; DATE 3-19-86
?
14.= . Letter from F. B. Marsh, Bechtel Western Power Corporation, to; 0..Batum, Georgia-Power. Company..
Subject:
.Welded1 Attachments-within Five' Piping Diameters of Break Locations, Log No. BS-6618-July 130,'1986, File ~X7BC47. <
P
- 15. Letter from J. A. Bailey, Georgia ~ Power Company, to B. J.; ,
l*
Youngblood, Nuclear Regulatory Commission,
Subject:
SER Open Item 15: . Arbitrary-Intermediate Pipe Breaks,LLog No. GN-1090, ~;
File: X7BC35, September 30. 1986. .
- 16. Memorandum from D. Capito/D. Van Buskirk,.Bechtel Western Power-Corporation.oto D.;Houghton, Bechtel. Western Power-Corporation, .
Subject:
Building SettlementLand Seismic Anchor Movements,-
- Log: ' BB-49276, ' File : . X4BP26, May 6, 1986. t
- 17. Memorandum from D. L. Houghton, Bechtel Western Power', '
Corporation, to D. Capito, Bechtel-Western' Power Corporation. *
Subject:
Building Settlements.and Seismic Anchor Motion, Log:
BB-49445, File: 'X4BP26, X2BA08, X2BR01, May 13, 1986. .
- 18. Memorandum .f rom D. L. Houghton, Bechtel' WesternLPo-Corporation, to D. Capito, -Bechtel Western * , oorpo._. ion,.
Subject:
Design Differentiel Settlement fo. Feedwater Line at Control / Containment Interf ace, Log - BB-50878, File: .X2BA08, '. t X4BP26, August 27, 1986.
- 19. Memorandum from D.-Capito/D.' Van Buskirk. Bechtel. Western Power Corporation, to D. Houghton, Bechtel Weatern Power Corporation,
~
Subject:
Building Settlement Data for M..in Steam Lines, Log: '
L BB-50675, File: X4BP26, August' 15, 1986.
- 20. Memorandum f rom D. L. Houghton, Bechtel Western Power Corporation, to D. Capito, Bechtel Western. Power Corporation, 1
Subject:
Seismic Separation Finalization Program -' Tower'lA vs.
l Valve House 1A Log: 51667. Files X4BP26, X2BE08. 0ctober 9, 1986.
. 21. Memorandum f rom D. L. Houghton, Bechtel Western Power
! Corporation, to D. Capi:0,: 2achtel Western Power-Corporation, L Subject. Differential Movements for Valvehouse/ Splash Ring / Tower, Log: BB-51621 File: X2BA08, October 15, 1986.
- 22. Memorandum from D. L.- Houghton, Bechtel Western Power Corporation, to D. Capito, Bechtel-Western; Power Corporation,
Subject:
NSCW System, Revise Building Settlement.and Seismic Anchor Movement, Log: -BB-48087, File: - X2BA08, X4BP26, Marche 3, 1986.
- 23. Memorandum f rom D. Capito .Bechtel Western Power Corporation, to D. Houghton, Bechtel Western Power Corpcration,
Subject:
Differential Settlement, Log: BB-50948, File: X4BP01,'X4BP26, X2BA08, September 8,1986.
24 BP-TOP-1, Seismic Analysis of Piping Systems, Revision 3, January 1976.
2 m9046
, -7
- - ,1 g a DH Chenga Notica 1017-13 1 Datsd 9-24-87
'l.
n
~
VNP 7ESIGN MANUAL' ' DC-1017 ' REV i DATE 3-19 25.-' Letter from J. L. Vota, Westinghouse,7to'F. B. Marsh,>Bechtel .
. Western Power Corporation,
Subject:
^ FSAR Change'to' Allow Use of-- 2 Equivalent Static Load Coefficlent,, Log':: GP-il349, File:
x i-X7N03.7. August.27,!1986.1 +
4
- 26. ' Memorandum fromID..L.. Hough' ton, Bechtel Western Power ,7 Corporation..to D. Capito, Bechtel' Western Power Corporation, '
Subject:
- Seismic ~ Anchor Movements and Building Settlement . !
Movements Between Diesel. Generator Building and Buried Piping, !
Log' BB-52415, File X4BP26, X23E08, X2ER01,~ December 5, 1986. .
-27. Memorandum.from D. L'.:Houghton Bechtel Westorn Power-
. Corporation, to:D. Capito.'Bechtel Western Power Corporation, l .
Subject:
SAM.and Building Settlement at-Interface of'Auxiliaryf-Building 1to Tunnel,.Los:i BB-52526,1 Files X4BP26, X2BR01,
.X2BA08, December 15,11986.
- 28. Memorandum from-D.:L. Houghton, Bechtel Western Power ;
Corporation, to D. Capito, Bechtel' Western Power Corporation,l
Subject:
SAM and Settisment for' Diesel Fuel Oil Storage Tank-Pumphouse,' Log BB-52527. File: X2BR01, X2BA08~, December. 16. 1986.'
i
- 29. Memorandum from D. L. Houghton, Bechtel Western Power.
Corporation, to D. Capito,'Bechtel' Western Power Corporation,
Subject:
Differential Settlement at: Transfer Building / Auxiliary a BB-50876; File: X2BA08, .. Augus t ' 21, -
p Building Interface, Los:
1986. ;
L . .
- 30. Safety Evaluation Report, Vogtle Electric Generating: Plant, Units 1 and 2. Docket Nos. 50-424 and 50-425, NUREG-il37,'
Supplement No. 4, December 1986, Paragraph-3.9.2.2.
1
- 31. Safety Evaluation Report, Vogtle. Electric Generating Plant, m i Units 1 and 2. Docket Nos. 50-424 and 50-425,-NUREG-il37, 1 l Supplement No. 5, January 1987, Paragraph 3~9.2.2. .
- 32. Memorandum from D. Thorne, Bechtel Western Power Corporation..to -
D. Capito/D. Vanbuskirk,
Subject:
Differential ~ Settlement'fer Mainstaam Lines at Unit 2 control / Containment, Log: BB-53719, 1 Files X23A08, X43P26, June a, 1937.
- 33. Memorandum from D. Capito,'Bechtel Western Power. Corporation, to D. Sewell H. Beer,
Subject:
Instruction Memos, Group 3, Memos 10 .
and 24, Log: BB-54059, File: X4BP26, August 19, 1987.
34 Memorandum from Phil G.. Alexander, Southern Company Services, to J.-P..Hawley,
Subject:
VIGP Unit 2 Ma::i:::um Seismic Deflection
[ for Small Sore B31.1 Catagory II Piping in Category I Structures.
Log: S3 6412, File: X43?26, June 17, 1987' . :
4 l
-29B-1720t-
i
$. .el L
DM Change Notice 1017-19 i
Dated"5-10-88J VNP DE*IGN MANUAL' .DCi1017 REV:[5_DATE 3-19-86' ;
~35..'"DynamicTestingof[FlexibilitySupportedFireProtection
~
. Systems.EVogtle Unit 2.. ANCO Engrs;=2X4XO3-5871-1(
- 36. National Fire Protection AssociaElot. Code, 1983'. 1
- 37. Memorandum f rom D.B. Thorne,i Bechtel Western Power Corporation, to D. Capito, Subjects;: Differential Settlement,' Log: _BB 53390, File: X2BA08.. dated April, 1987.
- 38. Memorandum from D.B; Thorne, Bechtel Western Power-Corporation to
'D. Capito .
Subject:
' Unit 2 Differentia 1' Settlement Contain-ment / Fuel, Log - BB 53089, File:LX2BA08.
- 39. Memorandum from D.;B. Thorne, Bechtel Western Power Corporation.
to D. Sewell~ Dated October 26,{1987,.
Subject:
' Differential 1 Settlement:for Unit 2 Main Steam Lines, File: X4BP26, X2BA08, Log BB-54449. , -i
~
- 40. Memorandum from D. B. Thorne,L Bechtel Western Power Corporation: -j' to D. Capito Dated October 26, 1987,-
Subject:
-Differential Settlement at Aux / Tunnel' 2TSB Interface - Line 2301-199-4",. ,
File: X2BA08, X4BP26, Log: BB-54433.
~
1
-41. ' Memorandum from R. Platoni,'Bechtel Western Power Corporat' ion to R. Kies, Dated November 29,1987,
Subject:
Differential; i Settlement-at Aux / Transfer Bldg. Interface, File: ,X2BA08, Log: '
BB-54636.
- 42. Memorandum from R. Platoni, Bechtel Western Power Corporation to D. Capito Datei February =22, 1988,:
Subject:
Differential Set' clement at Unit-2 Containment / Auxiliary Bldg. Interface, File: X2BA08, X4BP26, Log: BB-55087.
- 43. Memorandum from R. Platoni,'Bechtel Western Power Corporation to-D. Capito Dated February 9, 1988,.'
Subject:
. Differential' l Settlement at Containment / Auxiliary Bldg. Interface, File:
X2BA08, Log: BB-55021.
44 Memorandum from R. Platoni, Bechtel Western Power Corporatipn to l D. Capito Dated Februar; 19,' 1988
Subject:
- Unit-2 Differential I
t Settlement at NSCW Tower /Valvehouse Interface, File:: .X2BA08, I Log: DB-550 71.~ i l
45.. Letter from W. C. Ramsey, Southern Services Company'to T. E. .
Richardson, Bechtel Western Power Company Dated May4 5, 1988,- l
Subject:
Approval of Later Code Addenda, File:. :X7BC17, Log:.
GB-3948.
l
-29C-1720t' l
~ - - _ _ _ _ - -__ _ --__.-.---_- _ -_ _
p . -; ..
- , 'l
- .. , l
.DM Ch ngs N2tica:1017-24 Dated 3/31/89 l.
E VNP DESIGN'NANUAL :DC-1017 REV - 5 EATE S-19-86 ,
i L
4 6, ; Memorandum.from A. P', Ibe, Bechtel Western Power _ Corporation to
- P.!L.~ Goodman,. April- 10, 1978,
Subject:
Main Steam and 1 L.; Feedwater Piping Seismic" Anchors in-the Main Steam Tunnels,.
'ile <X4BA08 X6AA00 l
- l. '
- 47. Memorandum ~from R. S. Platoni~, Bechtel Western Power CorporationLto D. Sewell, Dated March-16, 1988,-
Subject:
Unit 2-
~
1 Diesel-Fuel Oil Storage, Tank Pumphouse vs Adjacent Soil - l File: X23BA08 Log: BB-55245.- I e
48 . Calc. X4 CPS-00118, SIP's l'or Fillet (Socket)? Welds, Revision 1. I April 25, 1988. . <
- 49. Memorandum-from Dr D. Nieh'off/S. K. Thomas. Bechtel Western !
Power Corporation to M.,E.~Maryak/C. W.DGay, Westinghouse,; i dated July 6. 1988, corrected date July.26,71988
Subject:
Units 1 and 2 Diesel Fuel Oil Storage Tank-Pumphouse, File: X2BA08, Log: BV-11699.
- 50. Memorandum from R.:S.-Platoni to D. Capito, Bechtel Western-Power, Corporation, dated May 5',-1988,'
Subject:
DC-1017 Re:
DifferentialiSettlement,' File:'X2BE08 BB-55564.
- 51. Memorandum from R.' Platoni, Bechtiel Power Corporation. to D.'
Capito/R. Kies, dated September 30,- 1988,'
Subject:
Differential.
Settlement at-Radwaste Tunnel, File: 4X2BA08,: Log: BB-56492 '
l'
. l
- 52. Memorandum from R. S. Platoni, Bechtel Power Corporation to D.
Capito/R. Kies, dated' October.26', 1988,
Subject:
-Differential. 4 l
- Settlement at Radweste Tunnel . File
- X2BA08, ' Log:: BB57345.
l-l l
l 1 1
~
-29D-1
~ '
of a:
=
DM Chadg2,N2tiso 1017-211-
. Dated 8-3-88 ,
VNP DESIGN MANUAL ' DC-1017.. lREV 1 DATE 3-19 -TABLE 61 i
MAXIMUM ANTICIPATED DIFFERENTIAL SETTLEMENT BETWEENI BUILDINGS L l
._ e
. -(See Notes Below)
Maximum Anticipated-
. Dif f erent.lal:
Building; Structure. . Settlement (inches)-
i Unit 1 Turbine Building.
..0.5 'i Unit 2 Turbine Building Oi4 Ft Auxiliary Building. 0.6.
Control Building ;0.6 ,
Fuel Building 0.2 Unit 1 Containment Building 0.5-Unit 2 Containment 3uilding. 0.5 NOTES: 1. As an example the maximum differential between the control building and any adjacent structure'(including tunnels) sho21d be taken as 0.6 inch (worst case).
- 2. Subsequent to support installation the maximum anticipated differential settlement displacements for the main steam lines, where they pass between the containment building and control building, are 0.3 ir2hes and 0.4. inches for
!! Units 1 and 2 respectively.
(References 19, 32 & 50)
L 3. The maximum anticipated differential settlement-I- displacement for the Unit 1 main steam line where it 4 passes between the Auxiliary and Containment buildings, !
subsequent to pipe support install , is 0.4 inch for ,
the Auxiliary building relative to the Containment and 0.3 inch for.the Containment relative to the Auxiliary ~ '
building (Reference'19).
, 4. The differential settlement >for the Unit lifeedwater-lines.
! passing between the Control building and the Containment' building is 0.4 inch (Reference 18).
- 5. For specific line design differential settlement see Note 9 of Table 7.
l
_ . _ . . - . -- - U
l-
.o , ,
T DM Change Notice 1017-22 Dated 11/7/88 VNP DESIGN MANUAI. .DC-1017L REV I DATE ~ 3-19-86' 3
~1a5E 70 MUGLM IIff5BitDL Emaic E21!JMBir (Siest I cf 4) i mc-- J - utressertaal Suttleert .
Settlaurt -1
- Itan r- - '- - > (Insas) w eiert
. Itma : r (Irises) -
- 1. luttire tMpain stama ' 0.5 22. l . .tsinni II3Wased meill - 0.3 - H tisval ' phptrg -: .
3
- 2. Orazol tMpedn stema ' 0.6 - . 23. 1urralIrIWrval IIR 0.3 . ' 4 -
tarent
- E: 1Laval IIWadliary , 0.5(6)--
- 3. Amillmy tMamedn seman - 0.6(9), tddg turval E- Osc staan txiar tM3/ : 0.3 :
- 4. leda stusa tarrmbtzried O.5 elect seman tause tarrint ;,
pipe 0 Arti at -
.- {
. . . ' 26. , 1unnel I!5V==i11t=y 0.6 - 1
- 5. Elect tcUse stema lira 0.5 tdds
- 4miin stasi ,
,tmut- 27. - 11Lasal !!5Me3iulw 0.5 inne train A ' ,'
- 6. Astillay tMemul 0.6 '
- i N (Ast111my ft4 3. 1L
- 331 IISV= =411-y 0.6(9). i tedg .
- 7. 1Lrral I!BsMedn 0.3 "!
stami tant tridge 3. 1svint Irmte38 vlae ~ 0.5 -
- 8. l ledn sessa tmal tridW 0.3
. taals Irmas n- 1Levint I22MEDi 0.5 iman stama tismi & ' ulw Inne train A Mt810 L ltrral Z:l3V=ritimy 0.6 .
- 9. Osvuls INAndVAft4H 0.5 tild;
- 10. Cztent tMyttrial IItB 0.6 32. 1stal I!2H:3 - 0.5 - $
- 11. MM% turfed pipe asan 0.5 T 33. : 1Lrrini II&taaded MDI ' <10.3(6)i t H (f AfMRI tzuruser lires c ,
i
- 12. Aftentari$urumas semaga 0.5 34. 1LarelII2HeesI tota ama C.5
)
L 11sumL I!2Hwiad 8" 0.3
- 13. DGIndptnsetrical tumal 0.5 1 fire Wm lire
- 14. J IE tddytaarled m pisdrg ~ 0.3(7) 36, 1Leviel I!2HEDi 0.5
- 15. 00 tMpiumal !!1 0.5
- 16. EU1@tisirialIIB - 0.5 ama
- 17. taval IIEVelectric 0,5 3.
tx1]se seman lins : mg, latif valw inse train M * ' O.3(6) --
ansper
- 18. ' IRB tark passumW
- 3. MDi ulw inse train B 0.5
.- 0.5(8)(10) - taria$ piping -
tasias m piping :
C. MDi toar train V 0.5(3)(9)
- 19. tral Z:2Warimd siell 0.3 MDi valw lume train A pisdng
- 41. MDi toer train EHEDi 0.5(9)
A tsval I!3 Malac. staan 0.5 wLve tune train B touse tuildiro
- 42. MDi dimessi crrtant 0.3
- 21. titial IIBelac. staan 0.6(9) tddyttrsed piptro 1720t
. .; c ,. ,
DM Chang 2 N:tico 1017-22:
Datid'11/7/88 VNP DESIGN MANUAL DC-1017- REV' 5 DATE 3-19-86' 11EE 7 t
PfotDtM IMWENtW. E'EDBC IErE9ENT (Sumt 2 cf 4) ,
nm==r.nat tatsmaer. sat Settlemet e**1===t Itma. Osuriptkri (Irrtus) Itsa : Duursptics , (I eum) - ,
-t
- 43. W tauruour tural/ 0.6 . 53. - thw gnhaar stange tsV ' O.5 -t andliary tedu . .
W m1Mirimien tedg *
- 44. W tesesetirenV 0.5 54. IJodd chtljssavtsmist 0.3 W txuruertedg pigurg -- -;
1
- 6. W turseur tisval/ 0.5 5. Etw piqame strange tsV 0.3 W solkstfidattai tdst tasted pipirg i t
- 46. : W trurudur tedy -' 0.6(9) E ' 1arval It2VTER L 0.3(1) - i amulay todg .564. lisent Itavrta .0.3(1)
- 47. W =1Miricmcias tddv 0.5 57 trral ZDVZrk 0.3(1) !
tasted pigdag
- 5. itsval I!3VIEB 0.3(1)
- e. W salidtficat.lai tdctv 0.5 I m sqatsa tddg 3. IRB teenOO gasp trame - 0.3 '.
O. Health 34 sics tectV 0.3 60. (K)tsk txmin WARE T
'0.3 .
tarist taility pigdag tak tunin T-
- 50. Dagnutive cxular/ air 0.3 61.(4) ' a. IGDr alw hcame 15)/ : 0.5 cxugsemur tect; splash rirg
- 51. Air cratzumur tidy sgdan raro4 sot 0.2 0.3 taar taried pipirg
'b.- NDialw tutase ('5 )/ 0.3 .
- 52. Omert sikAW adidifkatkn 0.5 splan rirg ted; . splash rirg4EDi 0.5 toar l
. 62. t70 er=== Tm* Rastrnas Fhzr ' O.3 .
SlatAlls Ftxxars (11)-
tGIS: 1. Saimaic gips cuar within stactaan. ame hoururne 31 (2xamures Appliatsuity to thit 2 alm >).
g 2. All tufsaunces to thit 1 as ale amitruhla tolhit 2.
- 3. Te 0.51rth differertial ikr pipe alame clamartes -=== mtwezame =1== talatiw to antirg tome -
thit 1 any. thtesta 2)).
- 4. Catd.y-Jat a. att b. treh rund to ta verified ftr traits A att B. '
- 5. If trums as to r'.Jid agrrts in tts MEN mlw hame. trun =**1M sitwi gpljas to tumals It R stiIQ3 (hfututa 21).
- 6. See heaterca 22.
- 7. See hestuta 26.
-t
.- . , . . . . . .. . . . , ie t O.' g M M M N tfeE311m$ % toIf3 M M TIS M M N8% M Wto O
. sall siisome to tfe fbetirg casside tre sensaae is 0.3 lirn battical) (heururus a).
10.' ; To duskys difestutfal mittlaset betammi dismal fuel ou sthuge' tark pastusas ad aijaart sit is 0.30 irth.'
, j. (ht. 41). .i. '
- 11. IKEmi Hills ad Rxants arttle with tungs:t to fkxr alm. Refurste 49.
i3 ,
1720t v w-- - , , , . , , . e. , , - , - - -. ,. - - . - - > - .., sn. ,m,. , - , , - , -
- ., 3 ,
l l ,
.1 1
g DM Change Notice 1017-22 '
Dated 11/7/88 )
. VNP DESIGN MANUAL : DC-1017 REV 5 DATE '3-19-86 R
- 1p53 7 -
mKDEM IIrmeEDL EJKIBC E!HaeT (Suet 3 d 4)
- 9. IBSD G5EN GNWetWL EFEBet MR DEhVEIN. !aES.
gring aggy--
~ 125 at 1ED ' M N @ (lN) IEfDeG f 351301-GD-01 JUL E!IV!Uem,M (2t1) . A2 39 '-
25-1E14101-01' A36 ERMDSNEUBI $142) - 'OA- 39 - i 2-2101-19b4" - JUL EJIVPJeEr2r3 = 0.8 - e -- '
r
. 1-1215 171 4 " -JUL E5VDeeWWt 55.1 1.30 41-'
A 121512M" JUL EaVDunsWt u . 1.30 . 41 1-1216 0 # 1 1/7 GMBetMLEL 0.4 ' 16 2-125044-11/2" GleetME. 0.4 - 17
, 1-1230611/7 GNDetMtm. 0.4 ' M~
(
1-12ENB6-10" A3L ESVIUSE.Ir5 0.7 l ZI '
t 1-12ENID-10' A3L EnVR3es.Its 0.7 23 -
b 1-12114XF-E"
' JUL REbES.1130E, O E3eGe 0.3 27 (VI-IIIN3HEB) .
l 2-1BNEF3' AEL EnMDeer 0.4 37 1-12A' -IIH" A% ERHHt13eegt EE :02 3 4121+=El+=4" AEL EZIMHf15eWWt Em 1.10 3 2-12R-G1-8" t JEE. EDHDett EE - 0.4 42 3 2-129-15bf AE.EIIMDeerEm 0.4 42 2-13Ib55,f EE. EM Em 0.4 42 2-12D-ISDF - JE. EN ES 0.4 0
>12D 15,f - JUL EIGOMW Em 0.4 0 2-12D-IDf A% EEMDeer Em 0.5 0
>.12D in e- Am. EnMDest Em 0.s e 2-12D-22>F AEL EEKDett Em 0A
. .G 2-12Xb2Df AEL BAMDettEm 0.4 . C- ~
2-12XNID44 PEN T35HfGEE2m 0A 44 212XNB1M IE3t13gymmrve o4 44 2-12XHIBMB IE3t13eMangtIm 0.4 l 44 2-121NDHNB IEN13gpmuurre 0.4 44 2-123H0HH22 IEDt13EBHeruarre 0.4 44 2-12X>03HHE NDr13eHfGEDE 0.4 44 2-12neHHs taDeTieren=rr= OA 44 e.
-4m-
'1720t ,
.g m w .
DM Ch=33 II:tico 1017-24<
, Dated,3/31/89 EVIIP DESIGN IIAIEUAI,! DC-1017 REV I 5' DATE'3-19-86
. i
.TAGLt 1. ,
'i NMlltin OlFFEREWTIAL WIL0lut SETTLUBIT (Sheet 4 of. 4)t
.ti s REVISE 0 0(519 O!FFttSilAL SETTLDimi FOR IN0!Y10UAL Lluta. }
REVISED Ot$15 List OR 1500 lufttFACE - O!FFER B ilAL $ttTL DENT (IN).' R(7tRSg - c 2 1229-011 1' R/WTreefee. Tunnel / 0.9 51
- 1 Auxiliary 01dg. -
l 2 1229 013 3' R/W Trenef y funnel /- i t.1 . 51 Auxiliary Oldg. "k
^
2140109T 2'. R/WTransferTunnel/. - 0.9 '. 51 1 ,
- AuxillaryIldg.
1-1224 005 1 1/2 R/WTransfeefunnel/' O.8 51-Auxiliary Aldg.
1 1229 011 1' R/WTransfeeTunnel/ 1.0 51 Auxiliary Oldg.
1 1221 013-1' R/WTransfeeTunnel/ 1.0 ' ' 51 ' .
Auxiliary tidg.
A 1191-263-2 1/2' '
R/WTransferTunnel/ 0.0 51 , r Auxiliacy 81dg.
s A 1591264 21/2' R/WTransferTunnel/ 0.9 51 l Auxiliary Ildg.
A1901-0242' R/W Transfee funnel / 0.9 51-Auxiliary tidg.
A 1931-055-2' R/W Transfer Tunnel / 0.9 51
-q' Auxiliary Bldg.
A 2301-400 4* R/WTransfeeTunnel/. 1.0 51 ,
Auxiliwy Ildg.
A-2401-021-11/2' R/WTransferTunnel/ 1.0 51
- Auxiliaey 81dg.
A2420-040-11/2' R/WTransferfunnel/ 1.0 51 Auxiliary Bldg.
A-2401021-11/2' R/WTransferfunnel/ 0.1 51 R/W fransfee Oldg.
A 2420 C40-1 1/2' R/WTransfeeTunnel/ 0.T 51 R/W Transfer 81dg.
21414-529-11/2' R/WTransfeeTunnel/ 0.T 52 I '
'R/W Transfer Ilog.
-42B- >
-,n ,4,, 4 , .
..me. - - ,,, w . - , -
,.,, w >
., p; ...
-n ;
y*
1.' t, a, ir._ ,\' -Q,
. i 3: , 4 i
5 4
4' i T
/
1 B
I I
ENCLOSURE 2 DC-1000-C FIGURE'13 ,
t
' ESTIMATED SETTLEMENT:OF. POWER BLOCK STROCTURES t
4 1
W h
l . .._ . . _ . , _ , ,
ALVIN W.-V06TLE WCLEAR PLANT .
DESIGNMANUALCHANGENOTICE(DMCNL ,
DNCN N0; DC - 1000C !
^
DATE f-5 9 0 IEERT THIS CHANGE NOTICE FOLLONIN6 TE COVER PAGE OF TE APPLICABLI DESIGN CRITERIA OR SECTION AE ETAIN lMTIL CNANGE NOTICE IS EPLACED BY A EVISION ONSECTION .
ORDCNO. DC - 1000 C. ., TITif Generel Deseqn Critena (Civil /Structurall
' EV. NO. 3 PRRIPAL ESPONSIBILITY__SCS VNP - Civil Group G LIST:- S YES - O NO - 1 SYSTEN CLASSIFICATI0lt CilSAFETY ELATED C SAFETY IIPACT C OTER CHANGE EMSTED BY: O CLIENT E EN6IEERIN6 O SUPPLIER / CONTRACTOR EASON FOR CHANGE To incoroerote. tha' Gnal settlement estimate.s ;
as determined bu Proje er desian calc . no.- x it cr-s-ior, rev. i .
DESCRIPM OF CHAEE Revision io Fi of Powe.r Bloc.k Structures p.cos, " ,togure show 15. " Eshmated SetileN the late.st
. settlement estin4 ate fo'r +ke ce.nter cint of ne Fue.114andling stdg. (.cbon<led Gon41 ' to i.o) t. . igure 13. also re. vised to ,
show the estin40ted settlewtent f'or Oe. ce.nte.r of Ac south and i ef' the. Unit I Die.sel Gen. Bldg. (i.t-) t that was pre.viously not shown.
APPROVAL SIGNAMS - SCS EN6IEERIN6 .
DATE ORIG . C-. 1-5ko-INTEEISCIPLIE EVIEW: U I7/#/* hh ~)hh2 <> 90. -
CDN/DATE EDM/DATE \dlll/DATE-EE. OVERSIGHT (AS EWIED)~ . N/A HSAR CHANGE N AAM"EWIED E NOT EWIED-S- M 7-99 nWC SAFETY EN6R. 7- 9-90 MPGAE k. C. 1.'[ o[- M , ; - q -4 o PENV/DESIGEE k //N
,ch h I //
7//40
/ i
- SIGNATUE PEQUIRED OE.Y IF SAFETY/ RELATED (B SMETY IlFACT HC0lFLETED BY NSE
- I
g.
1 w.
- ]
r
- ce :77 t.-o DM Chang 2-Notics 10001C -91
. j :ic . -c- ' ' ~
D:tsd-7-17-86 .a : i
'4 , r 4
'VWP DESIM MANUAL
- DC-1000-C
. REV 1 !*TE M '
(! 8 a -
.E s, s.
e
- II er E'SS5'5'
! ,1 I- i
-t4 g
i g
s
- i :::: :::-
l'ijt,g.I.i_
I,1 I
1-
[ lt
.__. L i
AS IS -
i
! 1s a] ,d Ii i [:
1-
~;I l- r i
l lsl
'l;l: 3 l .:1 :n ll m -
g.
I E' t-i , uy) i itilil'l1 n.
4 R, ,.
- ! sus8 g ,) E-: 1 i
g
-g --' { { '
l1 58 s 33s5 :].11 3
a - Ia: Es <-
- ~j -
1 g jl--
I i!!!II _.... . . J88 Ii.i.
_ 1 og:.![
- 1 :
q
~
- :~ :.: . -
. :_ . 3
,y ,
-1
.:. :. g : ,
2 s
I 3" I
~~
! 3
- o y :: . :no l "* :o ~ 2o :3s <
.: : ! 1 l
t i ! ! l :-
og . s, ,
- - :- :i 1::.3 l i ,
s
- - 2 'i
~
=
. ;. : o j_ _ .
- og :.ll o : .e 1 :t 4 FIGURE 13.
ESTIMATED SETTUJENT OF PoblER BLOCK STRUCTURES Y
~
1358t i
I
~',.
.h r7 *
..--p
- yo . .
3y s '
g i- GO m t.n - "b 'l e ... m w- 23 24 23 O '!3
- i >
TuneseE etSG
, gg STAWCiWEE LGASS fSS 5tif tGMEmi Amat VSIS :
' W
- NA8GES F"88'"'8 E S I
- . EttyAtese of 4pptage SIRWCIWAE -
gg , ,,,,. 98835AE49T3 Det$Et GEN StDG . - 3 8 -- 27 285 l .23 25 23 tunesent stDG '35 -85 ' tes i H -
C0eIIAOLStDG 43 -8 3 ' 173
'32 33 32 ftpf t StDG. 8I -Of 173 d Rf ACTOR C005. StDG :04- ta CsWiset 0436 ' 39e 5 "a
{. 33 ,, M ON - 09- 41 m to * -
asCW footes ee- -24 us-84 * AlpNetlARY SL9G
" 30 2 33 ' IS 21 '!
C88tm Caetasmessai
3 20 32, gg 4 ' 42 L 30
- M J II ;, 80 p! - I,8 ,
~
. k ;- l 2
.; Ut SL98- J m y. " FM cit 96 1 ~
. essei 8 gg *0f Anan& pat $$UAE te EMC13S of WE46HI Of f ett A8evi f eUNOAllet pI '- -
8 I '" ** *
- I.4., '8 45 48 '34 34 ' -
L O '
' 4' 8' /* '46 2 Tous . =se.es s' ens seemsnm W ==a t=6% ==e ===s=e sM -
aug smeemmens at she tsome menema samme by ase tause ammum ame e 14e specense w enche se is ahme 6memeshem GBsEl el GEsh abetsmW and Ass 04 WB$4.
4 AumetiAav etes
- 3 $seitseisees a clay hessag smaamm ame ammes smal stamma one se le mener sesorseses r **-j
.s.s es.se mi.esa. a,s .cs.ame.s e-
- 4 Seesus and . _ enecomposessent *14P9a'- A seaposse peepaar .
. amesmpse se Wassertmaassa ensammes of fashasessy 48 . 7, 4-
. . ,.e p.- . .e 1
4 Cem, tsoma ssaamm Ese ese supe - iis act
. i Campesenstaatem messe one esipe a 926 pet -., .IC
- . ~ .i teneuman Temag'sWeemene a 4.05 tem Esf Ses one ee$e a 132 pc4 ' O 'I .
33CW ftlWE AS -
- Ifeemane '1
<= ~ L.poema .m.s gesus = 0,.6 < w.. femme.'s.seemans 5 S.See KSF -.' -[
47 43 .,
, 46 a
toyee .istaan a 90 et '
w-eg -
_e j
' LEE &he
- 4. ** . comp.m., e.
ho-45 - -
i4.
- f 1- ** ,e I .A . .e e
. 2. T .s s s. a.s e m e - ii . -
teessamme Yemss's Weemdes *98.005 27.58 MSF - '
g;r 4, ,., n '
' reasse's Rase a e 4 33-45 46 4over mestems
- 1.GES is - -
CL j- NO'
, e l O 42 - 10TAL SE TT L EGENi ill eGCett$
'N "O, O 4
- E O:
CD ef
. # so 1
?
.. .- . , .-- :.~ . . . - , ... . , . . , . . . . ,:.2 - ,, -_:-, . , . . . . , - _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
, ,+. 1, ,. ,
m
. . ~. .o ; '
- .; .., n '
' ;' ~ .%
., i ~ lQ- ,
'_j,:., I' 5
.,e
-'f.
t '[_ ,
~
{" i ,,
, e ^1 i
. .f . .
t ~h i g
. .\
1 g 'l
'l
- g. .1 a
.I
. ENCLOSUREI 3 .
. . 5 CALCULATION X4 CPS-0167 > .,\
BUILDING SETTLEMENT
SUMMARY
,. UNIT'l-!
'}
f e
i, l'
I 1
4 1
1 1
l-l l ':
l.-.-.. . .
l