ML20199D098
| ML20199D098 | |
| Person / Time | |
|---|---|
| Site: | Perry  |
| Issue date: | 06/16/1986 |
| From: | Caherly J, Iyengar S, Sawruk W GILBERT/COMMONWEALTH, INC. (FORMERLY GILBERT ASSOCIAT |
| To: | |
| Shared Package | |
| ML20199D092 | List: |
| References | |
| 2.10, 2632, NUDOCS 8606190267 | |
| Download: ML20199D098 (300) | |
Text
{{#Wiki_filter:._. 1 I ,
\
JUNE 16, 1986 C/C REPORT NO. 2632 THE CLEVELAND ELECTRIC ILLUMINATING COMPANY PERRY POWER PLANT CONFIRMATORY PROGRAM I . OF I ! THE JANUARY 31, 1986 OHIO EARTHQUAKE EFFECT
- I l
DOCKET NOS. 50-440; 50-441 I l
- I 9606190267 860617 PDR ADOCK 05000440 1
, E PDH i
lI
! C il b e r t i Cormonwea l t h f
r-~ e- -- --. - - , _ - _ . ..,,,,-,_,.,,__,n.-,_,,...e, - ~ , . , . . . - , _ . - . _ , , . , , , . . - , ,,-,,-n-----,_,.._,, n.,a-.. , - - - - ,
I I m m , _ _ , I.c. g I DESIcN CONTROL PROCEDURE 2.10
'l .
REVIEW AND APPROVAL I
. I I
ORIcINATORS: ' 4=t d 8 } @ 'd - June 9, 1986 l J. D. cahe,ty, P.E.# I A.De P.E. a _ ,, 1,ee S. N. Iye a I <d#ET cGe7aC %unc 2... ,, 198. ,I REVIEWER: (4 C . Y.ddi er RW Rile, June 16, 198. R. W. Alley, P.E., Section Manager I Amomt c. d&fi,
... P. . . ....m _ < _ .,
a.. 1e, 1,ee I I I cn .cic - _ ..t,, i
THE CLEVELAND ELECTRIC ILLUMINATING COMPANY L eERRY eOwER eLANT CONFIRMATORY PROCRAM OF THE JANUARY 31, 1986 OHIO EARTHQUAKE EFFECT Table of Contents , Section Title Page
1.0 INTRODUCTION
1 2.0 ADDITIONAL OUANTIFICATION OF EOUIPMENT MARCINS 1 2.1 EOUIPMENT OUALIFIED BY TESTING 3 { 2.2 EOUIPMENT OUALIFIED BY ANALYSIS 3
2.3 CONCLUSION
S OF MARCIN STUDY 3 [ 3.0 CENERIC EVALUATION OF HICH-FREQUENCY. SHORT-DURATION EARTHOUAKE WITH RECARD TO ITS ENERCY CONTENT 4 4.0 { EFFECTS OF A HICHER AMPLITUDE AND LONCER DURATION EARTHOUAKE ON DUCTILITY DEMAND 5 5.0 EFFECTS OF A HICHER AMPLITUDE AND LONCER DURATION FARTHOUAKE ON ELASTIC RESPONSE SPECTRA 5 6.0 C04CLUSION 0 6
7.0 REFERENCES
6 Appendix A Seismic Confirmatory Program Equipment Margin Study A-1 Att. I 1986 Perry Recorded Earthquake - Floor Response Spectra [ Att. 2 Sample Evaluations - Active Equipment Margin Study Appendix B Evaluation of Effects of the 1/31/86 Seismic Event on j Passive Equipment and Structures B-1 [ Gdbert Commonwe alth k mmaie
Table of Contents (Cont'd.) Section Title Page Appendix C Effects on Longer Duration and Higher Amplitude on High Frequency Earthquakes C-1 l Appendix D Previous Submittals D-1 I I I l I I I . I I I I lI iI
I I
1.0 INTRODUCTION
4 I The January 30, 1986 Ohio earthquake had short duration, high frequency, low l l velocity, and small displacement characteristics. The site inspection and I overall comparison of recorded data versus design data as described in References 1, 2, 3, and 4 indicated no effect on the Perry Power Plant design. In the USNRC Safety Evaluation Report (SER), NUREC 0887, Supplement No. 9, a similar conclusion was reached. The same SER also outlined the applicant's commitment to provide confirmatory information as follows:
- a. Additional quantitative assessments on the seismic qualification of a more comprehensive sample of equipment types that are located at other elevations of different buildings, and which would cover equipment that has been qualified by the testing method and by the analysis method; consideration shall include the balance-of plant equipment that has been qualified bv analysis methods; and
- b. Results of a generic evaluation based on an acceptable analytical approach, of a high-frequency, short-duration earthquake with regard to its energy content and potential safety significance for equipment and structures at Perry; using the results obtained from the analysis, assess the seismic capbility of the Perry plant, assuming that other I
earthquakes of similar characteristics, but with higher magnitude and/or longer duration occur near the site. This report describes the work performed to satisfy the above commitment. On April 30, 1986, a progress meeting was held between the Cleveland I Electric Illuminating Company and the NRC. (Ref. 5) A progress report of work accomplished then was provided to the NRC staff for review. All confirmatory items presented in that progress report are included in this report for its completeness. I 2.0 ADDITIONAL OUANT!PICATION OF EQUTPMENT MARCINS As stated in Attachment A of Reference 4 and as presented in the ACRS subcommittee meeting on March 12, 1986, the criteria of selecting additional equipment are as follows: GHbert Commonwe alth
I e Active safety class equipment required for safe shutdown of the plant.
- Equipment list compiled by Lawrence Livermore National Laboratory, with frequencies higher than 14 Hz and High Confidence of Low Probability of Failure (HCLPF) values less than 0.5g.
e Supplied by multiple vendors. ) e Active components qualified by analyses. e Valves and motor operators supported by piping systems. e Electrical switchgear and instrument racks. l l e Vertical pumps. I e Batteries and battery racks. The comprehensive list resulting from these criteria, samples of margin l calculations, and resulting margins are included in Appendix A of this report. 1 New floor response spectra were generated using the same seismic models prepared prior to the 1986 Ohio earthquake except that the bases are assumed to be fixed. The three component time histories recorded on 1/31/86 at the Reactor Building foundation were used as input at the bases of all seismic models. The recorded motions at the foundation could be interpreted as either rock outcrop motions or motions at rock soil interface. Since it is more conservative to assume them as motions at rock soil interface, they were used as such in the analysis. NRC Regulatory Guide 1.61 damping values I are used as discussed in Appendix A. Both Offgas Buildingt and Diesel Generator Building are supportdon soil. fhereisnosafetyclassequipment in Ofigas Building required for safe shutdown. I Diesel Generator Building model remains the same because the Class A fill and lower till were included as a part of the model. Shear modulus value used corresponds to shear strain value of 0.05 percent and is equivalent to 0.45 Cmax where Cmax is the shear modulus at 0.0001 percent. g ~ t - .-
L, The Class A fill shear modulus used varied from 1.47 to 2.12 x 106 psf and density was 130 pcf. The lower till shear modulus used was 5.14 x 106 psf and density was 142 pcf. F L 2.1 EQUIPMENT OUALIFIED BY TESTING Test Reponse Spectra (TRS) were used to compare with the new Calculated Response Spectra (RRS) of the same damping values. For the qualification of devices in instrument racks, the new floor response spectra were converted ' to amplified in-rack response spectra using in-situ measured transfer functions. The margin is defined as the ratio of TRS to RRS at the I L frequency value with smallest ratio. As shown in Table A-1, all TRS envelop RRS except two cases where TRS are exceeded at isolated frequency points. For these cases, the margins are then established as the ratios of TRS to RRS at the natural frequencies of the equipment and are always found to be larger than one. If the equipment are rigid, the ratio will be that of Zero Period Acceleration (ZPA) values. 2.2 EQUIPMENT OUALIFIED BY ANALYSIS The margin is defined as the product of spectrum ratio and stress ratio. Spectrum ratio is defined as the ratio of SSE spectrum to new spectrum of the same damping values at the natural frequency value of the equipment. The stress ratio is the ratio of the allowable stress to the calculated SSE stress at the most limiting location in terms of the lowest ratio. This is normally not at a critical location of the component. All margins are calculated to be larger than one as shown in Table A-1.
2.3 CONCLUSION
S OF MARCINS STUDY I This study of margin quantificatien as detailed in Appendix A has confirmed the earlier conclusion that the short duration, high frequency, low I ve.locity, small displacement earthquake has no impact on Perry Power Plant design. It is appropriate to point out that the margins identified here are only those based on testing response spectra and allowable stresses. Since qualification testing was not intended to test to failure nor to the state of equipment malfunction, the actual ultimate equipment capacity is substantially higher than the testing response spectra. The allowable Gilbert Comenonwealth 3
stresses used are those established for static loads and dynamic loads. Thus, it is very conservative to compare the dynamic stresses from high frequency, short duration earthquakes with allowables for static loads. Based on experience data in NUREC 1030, " Seismic Qualification of Equipment in Operating Nuclear power Plants" the actual margins of SSR type earth-quakes are expected to be several times larger than theoretical margins of SSE. All Appendix A analysis was based on linear clastic analysis without totally taking into account the effects of gaps and clearances. The actual margins of high frequency carthquakes (measured maximum ground displacements of 0.035 in., 0.063 in., and 0.028 in. in three directions) will be even higher than those of SSE type earthquake (maximum ground displacement of 5.4 in. in cact. of three directions based on Regulatory Cuide 1.60 design). Since the displacements of high frequency earthquakes are comparable to the existing gaps and clearances at equipment / components and their supports some equipment / component may not experience the total high frequency earthquake effect which were assumed in the analysis. 3.0 CENERIC EVAL,UATION OF HICH-FRE00 ENCL SHORT-DURATION EARTHQUAKE WITH RECARD TO ITS ENERGY CONTENT This generic evaluation uses the concept of ductility demands and energy consumed by a single degree of freedom oscillator. Computer program ADINA was used to perform the ductility demand calculation. Parametric studies ! and the calculation of energy consumed were performed using a simplified program which incorporates those basic equations of ADINA program. l l Since the elastic spectra of the recorded motion exceeds the design spectra around the isolated frequency of 20 Hz, this study concentrates on 20 Hz in l order to evaluate the most critical case. Per Section Iff of the ASME Boiler and Pressure Vessel Code, the stresses resulting from loading l combinations including seismic load can be higher than the yield stress based on clastic analysis. Thus, the clagro plastic analysis of a single degree of freedom oscillator at 20 Hz was performed to calculate the required ductility rating of the short-duration, high-frequency earthquake j Jnd the design earthquake. The details of the study are described in l Appendix B. The study concluded that the design earthquake, even tho uh 1 Gibert Commonwealth i 4
having a lower clastic response spectrum value at 20 Hz, ecquires a higher dutility ratio for the 20 Hz oscillator. As shown in Table B.5-1, the ductility requirements of the SSE design earthquake is higher than those of the January 31, 1986 Ohio earthquake at the 20 Hz frequency. This shows that the broad band, long duration SSE design carthquake is much more demanding than the high frequency carthquake even for the single degree of freedom oscillator at 20 Hz. As shown in table B5-3, the energy consumption of a single degree of treedom oscillator at 20 Hz is also higher for the SSE design earthquake than the January 31, 1986 Ohio carthquake. This study demonstrates that the 1986 Ohio earthquake had much lower energy demand than the design earthquake. 4.0 EFFECTS OF A HICHER AMPLITUDF AND t.ONCER DURATION EARTHollAKE ON DUCTILITY DEMAND As shown in Figure B4-4 and Section B5.3 of Appendix B, an equivalent of the recorded short-duration, high-frequency earthquake was extended to have amplitude and duration doubled. The resulting ductility demand of the extended carthquake was increased by less than 10%. Thus, the conclusion reached in Section 3 that the SSE is more demanding than the high frequency earthquake remains valid even with a longer duration and higher amplitude high frequency earthquake. 5.0 I EFFECTS OF A HICHER AMPLITUD6 AND f,0NCER DURATION 8ARTHOUAKE ON BLASTIC RESPONSE SPFCTRA The effect of a longer duration and higher amplitude earthquake was also studied clastically. As shuwn in Appendix C, the elastic spectra of the I high frequency carthquake (extended three times the S-wave duration and double peak amplitude) did not change significantly around 20 Hz region. Its spectrum value increased somewhat in the lower frequency region which was enveloped by the design spectrum. Thus, the higher amplitude and longer duration earthquake does not change the conclusion that the Perry Power Plant design has adequate safety margint. Gilbert Commonwwalth 5
7 . l l I
6.0 CONCLUSION
l The calculated margins, based on test response spectra and allowable stresses, are all larger than one. Based on experience data, the actual . margins should be much higher than the calculated margins. The ductility I demand of the SSE design earthquake is several times higher than that of the January 31, 1986 Ohio earthquake even at the critical frequency of 20 H:. This means that high frequency earthquakes are not as demanding as the SSE type earthquake. The ef fects of longer duration and higher amplitude were studied clastically and elasto plastically, particularly at 20 H: region. l Both studies indicated the resulting increases in ductility demand and elastic spectra can be accommodated by the actual design margins. This study has confirmed the fact that Perry Pcwer Plant design has additional safety margins to resist the recorded 1986 Ohio earthquake even though its elastic response spectra exceeded the SSE response spectra at { isolated frequency around 20 H:. It also has shown that the conclusion remains valid even when a high frequency earthquake of somewhat higher 9 amplitude and longer duration is assumed.
7.0 REFERENCES
(SEE APPENDIX D)
- 1. The Cleveland Electric Illuminating Company, " Seismic Event Evaluation Report, Perry Nuclear Power Plant, Docket Nos. 50-440; 50-441,"
February 1986. 2 Letter from M. R. Edelman to H. R. Denton, " Perry Nuclear Power Plant Docket Nos. 50-440: 50-441 Seismic Event Evaluation Report" Sueolemental Information, February 28, 1986. Attachments 1-5. Attachment 3 Equipment Seismic Qualificaticn Evaluation, PY-CEI/NRR-0438L.
- 3. Letter from M. R. Edelman to !!. R. Denton. " Perry Nuclear Power Plant Docket Nos. 50-440: 50-441 Seismic Event Evaluation Report" Suoclemental inform 1 tion, March 3, 1986 PY-CEI/NRR-0440L.
[ Gelbert Comenonwe alth 6
I
~
- 4. Letter from M. R. Edelman to H. R. Denton, " Perry Nuclear Power Plant Docket Nos. 50-440, 50-441 Seismic Event Evlauation Report", March 11, 1986, PY-CEI/NRR-0442L.
- 5. NRC meeting minutes, Report of Meeting with the Cleveland Electric Illuminating Company and the U.S. Geological Survey on the Perry earthquake confirmatory work items progress, May 12, 1986.
I I I. I l I - i I 1 I 1 I I 1 I I I I - - - I
I APPENDIX A Table of Contents Section Title Page A.
1.0 INTRODUCTION
1 A.2.0 OBJECTIVE AND SCOPE 1 A.2.1 JUSTIFICATION OF DAMPINC VALUES I A.3.0 A.3.1 EQUIPMENT MARCIN STUDY REVIEW OF EQUIPMENT OUALIFIED BY TEST 3 3 A.3.2 REVIEW OF EQUIPMENT OUALIFIED BY ANALYSIS 4 A.4.0 EFFECTS OF HICH FREQUENCY EARTHOUAKES ON PIPINC l STRESS ANAI.YSIS 4 A.5.0 RESULTS 5 A.6.0 I CONCLUSIONS 6 A.
7.0 REFERENCES
6 I I I I
'I Gilbeet Common *ealth i
APPENDIX A Seistaic Confirmatory Program Equipment Margin Study INTRODUCTION I A .l.0 This appendix documents the results of the evaluation of the 01/31/86 Leroy, Ohio earthquake with regard to its effects on active safety-related cquipment and components required for safe shutdown. A listing of the evaluated equipment and resulting margins is shown on the I cttached Table A-1. Cleveland Electric Illuminating Company's (CEI) commitment to provide this ccnfirmatory information to the U. S. Nuclear Regolatory Commission is as follows (from Reference 1):
"') Additional quantitative a nessments on the seismic qualification of a more comprehensive sample of equipment types that are located at other elevations of different buildings, and which would cover equipment that has been qualified by the testing method and by the I analysis methodi consideration shall include the balance-of plant equipment that has been qualified by analysis methods."
The objectives and scope of this evaluation are based on the commitments contained in the paragraph above. A.2.0 I OBJECTIVE AND SCOPE The object of this evaluation is to demonstrate that the effects of the 01/31/86 seismic event on safety-related active equipment and components of the Perry Nuclear Power Plant are less severe than the postulated designed Safe Shutdown Earthquake (SSE) described in the Final Safety Analysis Report. G.ibert commonwe alth , 1 1
l New floor response spectra were generated for each floor elevation of the safety-rciated structures using recorded data as input to the fixed base seismic models. These floor response spectra are included in Attachment 1 and were extensively used as the basis for this equipment evaluation. Margins of Safety will be established between the qualified level of the equipment and the result of the 01/31/86 seismic event. A.2.1 JUSTIFICATION OF DANPINC VAttJES In the quantification of equipment margins, new response spectra were generated using NRC Regulatory Cuide 1.61 damping values. An appropriate way to justify the damping values used is to compare the recorded data with analytical results using NRC Regulatory Guide 1.61 SSE damping values. The recorded data are available at the foundation of the reactor building and elevation 686' of the containment. The critical comparison will be that I of the response spectra. The reorded spectra are as shown in Figure A1, A2 and A3. The recorded time histories at the foundation were used as input to the fixed base scismic model. The responses at the vicinity of the recording station together with the input are as shown in Figures A4, A5, and A6. Comparisons of Figures Al vs. A4, A2 vs. A5, and A3 vs. A6 indicate that vertical and E-W responses are very much similar to the recorded data. The analytical response in the N-S direction under predict the recorded response. The higher recorded response in the N-S direction may be caused by other phenomenom as described in Section D.2. Nevertheless, the recorded data, as is, were used in the equipment qualification. Based on the above comparisons, the SSE damping value is appropriate for this type of high Irequency earthquake. Gilbott Commonwealth 2
A.3.0 EQUIPMENT MARCIN STUDY With the floor response spectra established for the 1986 Ohio recorded earthquake, CEI proceeded with the evaluation of the active safety-related equipment and components. The floor response spectra contained in this evaluation were narrow band responses, however, the effects of 15 percent spectrum broadening, as required per Regulatory Guide 1.122 were considered and found to be satisfied. For this evaluation, active equipment is defined as those components which require actuation or moving parts to perform their function for shutdown. The new floor response spectra are compared to the original seismic qualification requirements for the equipment. The evaluation is divided basically into two categories; one for tested equipment and one for analyzed equipment. Some components were qualified by a combination of both test and analyses and these items were reviewed individually and evaluated for both requirements. A.3.1 REVIEW OF EOUIPMENT OUAfM IED BY TEST For the active safety-related equipment and components which were originally qualified by test, comparisons were made to determine the safety margin between the original test response spectra (TRS) and the new 1986 Ohio earthquake floor response spectra (RRS). The margin is defined in each of the two horizontal and one vertical direction individually as the ratio of the qualified g level divided by the required g level at the frequency value where the smallest margin exists. The smallest margin among the three directions will be chosen as the margin of the equipment.
--caberi commonweath 3
/
I ' When components were located in flexible cabinets or instrumentation racks, Camplified reSDonse spectra (ARS) were developed for the components using the new floor resp 6nse spectra of the recorded 1986 carthquake and in-situ I transfe'rlfuncttons as input, and these ARS were then compared to the components nr.ginal TRS., i
~
s, There were some cases where the RRS exceeded the TRS at isolated frequencies. In thes.t cases the margins were calculated at the natural frequencies of the equipment. When equipment was rigid, the margin ratio was determined at the zero period' acceleration (ZPA). The margin results are shown in the attached Table A-1. A.3.2 REVTEW OF EOUIPMENT OUALIFIED BY ANALYSIS n. For'the active equipment which were originally qualified by analysis, comparisons were made to determine the safety marhin between the original qualified level.for the equipment and the new 1986 Ohio earthquake floor esponse spectra.' s The margin is defined as the product of the spectrum ratio and the stress ratio. The spectrum ratio is defined as the SRSS of the qualified level of the three directions divided by the SRSS of the required level of the three directions at the natural frequency of the equipment. The stress ratio is the lowest original SSE stress or deflection margin of the equipment. Valves which were qualified by analysis required a piping reanalysis using the new 1986 recorded RRS as input to the piping model. The resulting valve accelerations were then compared to the original Perry designed levels, as I well as the vendor's qualification values. L A.4.0 EFFECTS OF qIGli FREOUENCY EARTt!OUAKES ON PIPING STRESS ANALYSIS The recorded earthquake at the Reactor Building foundation has maximum displacements in three directions of 0.035 in., 0.063 in., and 0.028 in. These are two orders of magnitude less than the SSE type of carthquake with 5.4 in. in each direction. Typical piping supports have gaps in the order 3
- citbert commonweatch 4 _
L E of 1/16 in. to 1/32 in. or 0.063 in. to 0.0312 in. which are of the same order of magnitude of the displacement input of the high frequency earthquake. Thus, some portion of the piping may not even feel this type of high frequency earthquake, and it is very conservative to assume the nozzle loads and valve accelerations to be the same as these due to SSE. In order { to obtain more realistic margins of valve qualification, valve accelerations were recalculated using the narrow band floor response spectra. E A.5.0 ggjlES Sample calculations of seven components are provided in Attachment 2. These components are representative of electrical, mechanical, I&C, and HVAC ( equipment. Five of these components were originally qualified by test while two were originally qualified by analysis. [ The seismic design margin results are given in Table A-1 attached to this appendix. All calculated margins were found to be greater than 1.0. Even though some of the margins approach 1.0, they do not imply marginal [ performance because of the following considerations: Test response spectra only represent the severity of test response, { a. not the ultimate capacity of the equipment.
'b . The Perry FSAR restricts some active safety-related equipment designed for faulted loading conditions to be compared to normal allowable requirements.
{ c. Some calculation methods were conservatively performed for efficiency rather than for determining the highest absolute margin available. {
- d. Margins based on actual experience data are always higher than calculated margins.
[
'iilbert commonweaith E 5 4
l l I l A.
6.0 CONCLUSION
S I Results of this evaluation show that the equipment margin studies were successfully completed and verified with all margins found to be greater than 1.0. The original design has margins greater than that required to meet the 01/31/86 Ohio earthquake commitments. This evaluation proves that the 01/31/86 Leroy, Ohio, earthquake requirements do not affect the safety-I related equipment and components required for safe shutdown, and that no plant equipment modifications are required. A.
7.0 REFERENCES
I 1. U.S. Nuclear Regulatory Commission; " Safety Evaluation Report Related to the Operation of Perry Nuclear Power Plant Units 1 and 2, (Docket I Nos. 50-440 and 50-441, Cleveland Electric Illuminating Company)," NUREC-0887, Supplement No. 9, March 1986.
- 2. Cleveland Electric Illuminating Company, " Perry Nuclear Power Plant Units 1 and 2 - Final Safety Analysis Report", Docket Nos. 50-440 and 50-441, The Cleveland Electric Illuminating Ccmpany, Cleveland, Ohio, Rev. 16, February 4, 1985.
I I I Gdbert Cor,monwealth 6
M M M M M M M M M M M M M Parje 1 Rev 6/16/8t, TABLE A-1 SEISMIC CONFIRMATORY PROGRAM 1986 PERRY RECORDED E ARTHQUAKE EQUIPMENT SELECTED FOR EVALUATION FROM PERRY SE15Mk. EQU!PMENT QUAliflCATION LIST VENDOR 5 CALC FILE CODE MARGIN QUAliflED SPEC. TYPE MPL# SYSTEM tOCATION t QutPMI N T NAME Meth. Gould 2 0161. lP 6 la E5W Pumphouse 586* Analysed SP-501 hw % reen W.nh vers Pump OP4900002A,8 t mee gerw y 5ervir e W. iter Mech. Gould 2 07 6I IP 21 2 00 Imergency Serve <e Water (5W Pumphouw 586* Analyted SP-501 tSW Veei Pump IP45COOGIA,8 Mech. Gould 2 07 61 IP 28 I Ii ESW Pumphouse 586* Analysed SP-508 4 %W Veer Pump IP45C0002 Imesuenry Servire Water 2 07 61.lP .48 i jo Analyzed SP 505 Mecit Envites Remnard Ott51P0077A,8 Imesocrwy 5ervue Water E5W Pumphouse 5tl6' nW l uc..l Conie oI Panel Pmp 8mg-Willamette 2 07 61 IP 45 6 40 intermedsete Bldg 620' Analyzed SP 506 Mech OC4IC0002A,8 Standlay Laqued Control Motor 9emens-Alles stC Ir.nnier Pump & Motor Analysed $P 506 Meth Pmp - 8uuj - Willamet te 2 07 6t lP45 J Il Resdualite.it Removal Auads.styBMg 574* NHH wases t e9P ump & Motus lil200001 Motos 9emens-Alles Pmp - Bing-Willamet to 2 07 61 IP 45 2 31 Auxiliary Sido 574* Analysed SP 506 Meth. if2IC0002 t ow Ps enure Core Spr.:.y Motor Lemens Alles a lo W. sics t eg Pump & Moaus Pmp-Sing Wiliamente 2 07 68.lP 45 2 12 Auniliary 8ido 574* Analysed SP-506 Mecli 6 tP(S W es leq Pump & If2200001 liigliPs euure Core 5peay Motor - 9emens- Alles _. Musur Pmp Smg Wdiamette 2 07 60 IP 50 9I Aunels.ory 8td9 574* Analysed SP 506 Mesh H(l( W ecs l eg Pump & Motos II51C0001 Itcas tur Cure tustation Motor-Semens Allst Cnolmg Gould Pump 2 07 61.lP 54 7 78 DeeselGeri Bldg 620' Analyzed SP 507 Mesh. l l utl Oil 1s. antes Pump I R45C000l A.8,C Diesel Gen f uel Oil Gould Pump 2 07 61.lP 54 7 78 I DieselGen afdy 620* Analysed SP-507 Mech l l uci Oil le ansice 8.u 6 up Pump IR45C0002A,8,C Diesel Gen f uel Od Westmghouse 2.07.61. lP 59 17 24 Test SP 628 Meth IM5350001 Comlaustilde Gas Control Contrcd Sido 620' Powes %.pply P nel 2 07 6l.lP59 17 24 Test SP 628 Me(li Westinghouse IMil50002 Csunbantdale Gas Control ControlBido 620' 6%wes %.pply P.a i Compressor-Tuttaonetits; 2 07 61.lP 62 11 54 De ywell 664* Test $P 632 Meth. C G Puey.ug Cumpecuor & IM51C0001A,8 Cornbustilale Ges Control Motos Reli.uxe Mutos Pump ingessoll itand; 2 07 6l lP 69 1 47 Control 81dy 574* Analyzed 5P 644 Meth. OP4 /C 0lkbl A,It,C Contruf Comples Clelled Motor Westinghouse 4.lielleilWatce Pomp & Mutus Water s
E E E E g g g gg g i Pge2 Rev 6/16/86 TABLE A-1 SEl5MIC CONFIRMATORY PROGRAM 1986 PERRY RECORDED E ARTHQUAKE EQUIPMENT SELECTED FOR EVALUATION FROM j PERRY SEISMIC EQUIPMENT QUALIFICATION LIST i l TYPE VENDOR 5 CALC FILE CODE MARGIN LOCATION QU AttitED SPEC. MPL # SY5itM EQtitPMLNi N AML _ Meth Pump ingersoll Rand. 2 07 61.1P 70 147 imesgem y Closed Contaof Bido $14* Analyzed SP 644 llosnt Coulmy Pump & Mutor IP42C0001A,B Motor-Westentfiouse ( (col.suj 2 07 612P 6 7 14 j Control 81dg 679* Test SP-049 itVAC D mper-Papto; ' Aes Hamper s Powumain 6M25f0010A,9 ContrulRm ifVAC Attuator ControlMate(s A. I uaa ue
$P 049 HVAl:: Damper Papco; 2 07 68 2 Pts / I4 OM25f 0020A,B Control Hm itVAC ControlBidg 679' Test Aer Lsampes & PewumateC Attuator Controlmate(s A tuaios 2 07 612P ll 80 i
Test SP 049 itVAt: Papto & Puwess Reg Co , l OM2380010A B MCC.5wgr & HVAC Cunuul 81(19 679' ' Aie Isampee & Pneumaan A luatus 2 07 612P Il 80 l ControlBldg 679* Test SP449 itVAC Pap (o & Powers Reg Co l Isampes & Pneumatu OM245001 l A,8 Udttery Rm (shause ' As A. e uasor SP-049 HVA' Papco & Powers Reg Co. 2 07 612P 11 15 0 Battery Rm (shaust Control 8fdg 679' Test An is..u. pre a encumaist OM2450065A.D A. tuas us 2.12 Test SP O49 HVAC Rotsert irsay Co 2.07 612P l6 Otl5 t P0152 itVAC 5ystems Contro4 8tdg 679' sats s y nelasvil benta ul P. sort ItVAC Robert issay Co 2 07 612P 16 2 82 Control 81dg 679* Test SP 049 Ott5lPOISI alVAC 5ystems Lelet y Hilaint Cunu ul P.neel 2 82 fest SP O49 HVAC Rolsert issay Co 2 07 612P f 6 Oll51Puli>4 OfV AC 5ystems ControlBldg 679"
*. alcty stetascal Cowierul P.uwt 17 1 SP 098 ItVAC Solon 2 07 612P 27 IMI5H0061A,B Annulusinhaust Gas fuellidig 8tdg 620' Test t aillee enteal Pe eswe e tweta li Treatment SP O9I ItVAC Pop (onTT General 2 07 64 2P 38 91 IMI5f 00/0A,tf HVAC 5ystems Intermediate 8tdg 707* Test inampee/At tualtunuppor ts Controls HVAC Pop (onTT General 2 07 6l 2P 37 14 27 HVAC 5yssems Diesel Gen. 646' Tes $P 098
- 15. peuAtlualunuppuis IM4 3f ou40A,Is Controls itVAC Contsoimate(V 2 07 612P 41 1852 Control 81dg 574" fest 5P-524 10" But tee lig Valve OP4210ll5A,8,C Imerg ClosedCooling (IM Valwe Contsol 6/op. e anor
E E E g g PageJ Hev 6/16/86 ! TABLE A 1 SEl5MIC CONFIRMATORY PROGRAM 1986 PERRY RECORDED EARTilQUAKE EQUIPMENT SELECTED FOR EVALUATION FROM PERRY SEl$MIC EQUIPMENT QUALIFICATION LIST VENDOR 5 CALC ff tE CODE MARGIN MPL # SV5f tM LOCATION QtlAllitt0 SPEC. TYPE E QtlePMINT N AME SP 643 HVAC Carrier Corp 2 07 bl 2P 48 2al Cunseul Clulled Water Contsof Bldg 574* Test W.wer (inilen (sH5 tPollel - SP 643 HVAC Carrier Corp 2 07 612P 48 2si l OltSIPolt9 Control Chilled W. ster Contral Bidg 574' Test wasee (f ullers SP 641 ItVAC Carreer Corp. 2 07 612P 48 2 81 OH5tpol10 Control Clelled Water Control hido 574* Test w.ber E5.Ders 24 6 Analyzed SP 645 HVAC fan-Westinghouse; 2 07 612P 67 OM21C0001 A,8 MCC,Swgr & HVAC Contsof Bldg 679* (.hply Au Ian & Muina Motor-Reliance Elettric l l SP 645 IIVAC fan-Westinghouse; 2 07 612P67 24 6 DM2K0002A,8 MCC,Swgr & HVAC ControlBldg 679' Analyzed l Heiurn A. I..n & Musor Motor Reliance Electric SP 646 IIVAC f ans Carrier; 2 0F 68 2P 78 2 IS l f merg Clused Cooluuj ControlBido 587' Test & Auataly thuis I.nis & Motors OM28u0001 A.B Motors Rets.orwe fIc(teet i An.nlysed l HVAC fatwCarrier; 2 07 612P 74 5 IS Ausdsary Bldg 574* Test & SP-646
- t.an & Mut :ws IM198000lA.B FCC5PumpRm Cooluuj Motors Rele.uxe flecteet Aer 18411. I Analyzed HVAC f ans Carrier; 2 07 612P 74 1 15 Auniliary Bldg 574* Iest & SP 646 IM J980tK12 (CCSPumpRm Cooluw) t.ne r, rA.sor Analyred Motors Refrarwe Electric HVAC f an-Bullalo f orge Co ; 2 07 612P 78 4 54 IM )2COUOI A,8 (merg Serv WaltT Vent E5W Pump ilouse 614' Analyzed SP 648 Au Supply l an & Motor Motor Westuwjhouse .
5.emens Allet 2 07 613P 6 14 98 OG4100001A,8 f uel Pool Couluwj a Intermedsdie 574* Analysed SP 550 EE tan tiP M..ius tus f uelPoul Cle.enup _ (r .In.q Pump Sremens Alles 2 07 613P 14 5 57 E5W Pumpilouse 586' Analyzed SP 550 EE OP4900002A,0 ESW 5creen Wade
- alse M..sur lue tSW 5(reen W..sl Pump m5 Test SP-552 (E Drown 8overi flec tnc 2 07 63 3P 87 IR2250004. 416 KV Datulaulson Contro18tdg 620' 4 lie kV Mesal (f.e.l swge Brown Boweri Electrit 2 07 68 3P l? 85 416 KV Distulautaon ControlBidg 620' Test SP-552 l EE 4 th Kv Mess 1(1.alswgr 1N22900/
SP-553 EE ITE lmperial 2 07 613P 28 94 IR2 3*A00911a 12 480V load Centers Controluidg 620' Test l I na.i t ent. a s e m___
M M M M M m m m P.sge 4 Rev 6/16/86 TABLE A-1 J SEISMIC CONFIRMATORY PROGRAM 1986 PERRY RECORDED EARTHQUAKE EQUIPMENT SELECTED FOR EVALUATION FROM PERRY SEISMIC EQUIPMENT QUALIFICATION LIST TYPE VENDORS CALC Fit E CODE MARGIN LOCATION QLIAliflED SPEC. MPt # SYSTEM t Qti PMENTNAME ITE impesial 2 07 613P 25 3 18 Contruf 8fdg 620' Test SP 551 EE IH23%)l5 480V load Centers I o..l Ceneess (J00 l(VA Ieominemeei 4 15 ControlBldg 638' Test SP-555 EE Power Convers on 2 07 613P45 Isasecey Oe rge s OH4250007 D C System Batteries SP-555 Power Convess.on 2 07 613P 45 J IS IR4250008 D C 5ystem. B itesies ControlBktg 638' Test EE B..eers y Cle.nyees SP 556 EE G E. 2 01613P 51 167 Reactor Cirsulaterw) Intermedente 620" Test R$ nt P up trep Control IR2250012 Swer 1 06 SP-557 Cutler-Hammer 2 07 El 3P 55 OR1450020nl:48 480V AC MCC ControlBldg 620' Test EE it Motus t untrollensess 1 06 5P-557 EE Cutler 4tammer 2 01613P 55 IM2450018 tii 29 480V AC MCC ControlBldg 620' Test 11 Mos.w (ontenl Centres 5P-%2 EE Basler 2 07 61 JP 59 I 52 ( .nen 4 P.nu l & f..mguenenas til51POO55A.Il Diesel Genes ator D G Bldg 620' lese - DeLaval 2 07 61 JP66 8 57 D G Didy 620' Test SP-%2 EE tsee 1 e susuw M4 Oil Pump IR45C0004A,ll DieselGene ator Magneteol 2 07 613P 71 4 39 IR45N0140A,8 Diesel Genesator D G Bldg 620" lest $P-562 EE 4 .I bhlevelswiests SP-%2 EE Detaval 2 01613P 77 6t1 IH4t.C0004 A.Il Diesel Genesator D G Bldg 620' Test D G l.ulce W tes t Pump Pump Bullalo forge 7 2 0161 JPs2 18 90 D G Bldg 620" Test SP %2 EE D ta s.ul el Pump & Mutan IR4t>COUO5A.ll Dieset Generator Saemens Alles IMona linwn) 2 01613P 87 14 28 D G Bldg 620* Test $P-%2 EE DeLaval/Siemens-Alles L 0 keep W.$m Pump a IR47C0002A ll Deesel Genesator Moto. 1 62 Iest SP %5 EE Powell Elec. Manul. Co 2 07 61 IP92 IH425uul2 tis 14 125 Volt DC ControlBldg 638* Dntolaenaue P.nel. 7 60 SP 79) EE Power Conversion Prod. 2 07 61.3P% IR2550025 Distobution Pancis ControlBldg 620' Test 85 FVA AC luw k.-quiatos Elgar 2 07 613P l00 9 60 ControlBldg 618* Test SP-791 EE IR 145,0012 Il0V ACVit.1 120V AC wsu investes 187 Test SP.793 EE Comsip - 2 0161.3P 104 IM%Po00l th 8 ilydrogenkfuter Drywell642* th 652' fl t thsisil.unon P.wiel 1 60
$P 791 EE Gould 2 07 61.3P I10 Vanous Panels Conarof Bldg 654' Test 110, t il Gould H. lays ( > 150)
m M M M M M M M M M M M M Page 5 Rev 6/16/86 TABLE A-1 SEl5MIC CONFlRMATORY PROGRAM 1986 PERRY RECORDED EARTHQUAKE EQt'IPMENT SELECTED FOR EVALUATION FROM PERRY SEl5MIC EQUIPMENT QUALIFICATION LIST (QulPMENI N AME MPts SY5MM LOCATION QUAtiflED SPEC. TYPE VERDOR5 CALC fit E CODE MARG 4N CHD % sa.n bnah soleno d IClll0009 Control Rod Duve Dr ywell 630' Test 301-Aul GE Valtor 2 07 6l 4P6 el l V.Jve O'InvensV sve ICalfoolo tenirol Rod Drive Drywell tAl* Test 30 9-A04 GE Hammer Dahl 2 07 63 4P8 12 5 ('Hinvensv 1.e ICllF0180 Control Rod Dnve Drywell 642* Test 301-A04 GE Hammei-Dald 2 01614Ps 32 5 bk3 Als Ramlans soltno.d ICill0ll0 A,8 Controt Rod Dnve Drywel: 642* Test 301- A05 CE Vakor 2 07 614P l3 B5 0 Valve h r.os$sAIE set tur IDllf4000 !A, G.muma Radeate(we Aus Steam Test 301-C05 GE G E. 2 07 614P 18 5 45 B.C.D Mawusor Tunnel 654 M S UlsIyMII Valve IB2180041 A so K Maaniteam Drywell 63u* Test 301 502 GE Dekkers 2 07 65 4P21 25 0 M 5 %.lesy Rel cl Valve IH21f0047bsoll Maan 5 team Daywell 630* Test 308 502 GE Dekk ars 2 07 65 4P 29 25 0 M S hotaterwiValve/lemet 181110012 PJutlear 80eler Drywell 633* 1est 301 505 GE Valve Atwood & Morrell; 2 07 614P 25 8 51 kva s. t. A B.C.D Att -Hiller-5 heller; Swit(h National ACME M s ha,4..sumi V lve/t amet IH1tl002M tJutlear Roeler Aus bllg 6il Test 10l-505 CE Valve- Atwood & Morrell; 2 07 614P 25 4 il swie. to A.l!,C.D Act lialler 5 heller; Swelch National ACME Msav t ral ayc Camierot tleases 1[31HuonlA, MSIV icab age Control Aunelsary 610' Test 301-506 GE G Eltompo( 2 07 65 4P40 1 17 E 1 tJ MsaV a c. 6 age Conisol It3200001 MilV teak age Control Auselaasy 620' Test 301-507 GE G E /tompcx 2 07 614P 48 1 47 ula.ser/Musor PEIVie 6 ye Cannesos il 12C0001u.8 M51V L eal age Control Auailiary 620* Test 301-507 CE G E Aompot 2 07 614P 4ts I47 Hitrswes/Meetos ROC Scam furtane Assemi ly 1E S K0002 RCIC Ausiliary SW 1est/ Anal 301-508 GE Terry Corp 2 07 bl.4P 54 1 08
E E E E E M M g g g g g Page 6 Rev. 6/16'86 l TABLE A-1 SEISMIC CONFIRMATORY PROGRAM 1986 PERRY RECORDED EARTHQUAKE EQUIPMENT SELECTED FOR EVALUATION FROM j PERRY SEI5MIC EQUIPMENT QUALIFICATION LIST l VENDOR $ CALC F4tE CODE MARGIN QUAL 1FitD SPEC. TYPE MPt g 5YST&M L OCATION toutPMENT NAME GE G E. 2 07 68 4Pi>4 2 is Rv4(tow Test 308 513 till 3D0324 mul Control & (Mo ln.l.e nu enJ inlosm.stion P V 599* GE G E. 2 07 614P 68 2 90 ContsolBldg 654' Test 301 -MOI till3(59) PGCC [.$itedHbuu r ancis GE Stewart & 5tevenson 2 07 614P 75 5 00 Diesel Gen 620' Test 301-M03 ll22P0005 It 9h Perst we Cose stway t e[*(skabe:UP.uSets GE C&D 2 07 614P 74 3 20 Contscd Didg 620* Test 301 M03 It2250005 f t wh Ps essuse Core 5 pray lis*(su nerio.R ed Cleargers G l. 2 07 614P 61 28.7 Drywell 620' Test 308 582 GE Control pod Drive Hy.h.u.a.< Conssol uent ICIID0008 *
^
GE 2 07 68 4P 77 21 3%
' ':"""Y.'_ .'? _ _ .-- v.uious V.orious Test 301 MOS GE i cy.-15*ita l s Many 44 2 07 SP 611 l&C Delphiinc 2 07 61 Se il1 Comtuntilde G.at Conteof Aun Bldg 620' Test / Anal et. An..lgee.S.unple Pump & lil51POO22A.H Motos Releasite Int Bldg 654*
Mos.n Kaman 2 07 615P f 35 25 1 Test SP 621 1&C ID19N0100A,8 H gh R.uge R.ad Daywell M.uls tn n Manuun Munstoring 630'/689* 1(aman 2 07 615P 140 10 89 Control Bldg 679* Test SP 628 t&C IDI9P0100 Post Acudent Monitoring Mosos si.u ses Assem <g 2 07 615P 145 8 95 Test SP-621 l&C Kaman P<nt Arcident Morutonng Control 81dg 618* Ms. s u t e unput.es 1D1910100 8 33 l&C Kaman 2 07 6l.5P 150 ControlBidg 679* Test SP 622 ID19P0300 Post Amdene Monetonng k..mpir e.u Pump-thiion. Motor-G E. 2 07 614P 58 1 38 Analyzed 301-510 GE Stasalby liegwd Control Osywell 644* (thh%erip 4 Moaur IC41COtull A.D
M M m M m m m m m l l Page 7 Rev 6/16/86 TABLE A-1 SEISMIC CONFIRMATORY PROGRAM 1986 PERRY RECORDE D E ARTilOUAKE EQUIPMENT SELECTED FOR EVALUATION FROM PERRY SEISFAIC EQUIPMENT QUALIFICATION LIST TVPE VENDORS CALCittE CODE MARGIN MPL#. SYSTEM (OCA TION QUAtlHED SPE C. EQastPMtHT HAME ControlBldg 679' int SP 798 l&C MOA 5cientelet 2 07 61 SP 154 14 54 O luen.c ourc< sur OM25K0100A,8 Control ituom ilVAC Control Bldg 679' int SP 793 l&C National ACME 2 07 61 SP 159 80 l$e ubwihla OM2 sN00ll A,8 MCC 5witdigear ControlBldg 679* Test SP 793 ISC Natscrial ACME 2 07 61.5P 159 80 t ueus 5 weit ti OM24r400llA,B Uattery Rm Ealiaust Conts01 Bldg 620" Analyzed SP-594 IEC Comup 2 07 61 SP 6 4 Ol tErsument P.wwe IC61P0002 Memote Shutdown Analyzed SP 594 ISC Com9p 2 07 6l SP 8 18(4 Oll5 tP01/1A,la MCC.5wgr.Datt HVAC ControlBldg 679' i sunws.s P.wwl __ Analyzed SP-594 l&C Com9p 2 07 61 SP 10 1 87 Oll51P0019 Lmesg CoolmgSystem intermediate 654' hnen.nwna P awl Analyzed SP 597 18C Iarges Rock 2 07 61 SP 14 16 5 IP53f0015 Penetsatson f uel tidig 682* b$e Ii[3wr.. sed valve Pseuurasaaeon Analysed SP-597 1&C Target Roth 2 07 61 SP 18 76
%dreunalOpee essiV.Jve IG41f 0050A.Il SupsuewosiPool Matcup Auuli.uy Bldg 574*
Test 5P-598 ISC Bas ton 2 07 615P 25 44 8 OC4tN0415A,8 Standhy l.squed Control intermediate 620' t e nt Sw.n l. Test 6P 600 ISC Magnetrol 2 0168 5P 28 6 66 OP45N0255A,il E5 Water Em Service W. 586' levelbshh Test SP 604 1&C Rosemount 2 07 615P 32 207 P$caus e l t.wisnuster IB2tN0062A,8 flustear Boster ControlBldo 620' Test 5P 606 l&C Gould 2 07 61.5P 46 18 2 IC l lH0012 A,B, Camusot Rod Drive Daywell 599* t evel ls.w r.nuure C.O An.Jyaed SP-607 l&C Thlie Controls 2 07 615P 50 3 48 1Bilf0019 Redstor Retisculating Da ywell 620' C.wiseul V lw SP 607 1&C ASCO 2 07 61 SP 58 26 5 (dNo. .lE.s , 1021f 045 8 leu (lear Buster Aunlaary Bldg 620' Test Test SP 607 I&C A5CO 2 07 61.5P 72 24 0 IB13f0420 Heaalor He<sr<ulating Os ywell 620* A50 8 %.iduwd Valve RIM SP-607 l&C fisher Controls /ITT 2 07 61 SP 75 61 OP17f 0045A,il CusurolBldg Clulled CCmtrol Bldg 679* CEhehValva Water
M E E E E E E E O R . .R. O I
I Fge8 Rev 6/l&86 TABLE A-1 SEISMIC CONFIRMATORY PROGR AM 1986 PERRY RECORDED EARTHOUAKE EQUIPMENT SELECTED FOR EVALUATION FROM l PERRY SEISMIC EQUIPMENT QUALIFICATION LIST i I SYSTEM LOCATION GUAlilitD SPEC. TYPE VINDORS CALC flLE CODE MARGIN (QtitPMENT NAME MPL # l[12f 0051 A.R Reuduallgeme Removal AumJsary 620' RIM SP-607 l&C fnlies Controls 2 07 615P 79 to C.m.h.4 V.J.e Dr ywell 144' Aeulysest SP 635 Valve GP( Controls Div 2 07 616P 205 l4 hhe 6 V tve IM16f 0020A,8 Drywell Vacuum Rehel _ IM17f 0010 tla 40 (switmenenent Vacuuan Cont Vene1712' Analysed SP-635 Valve GPE Controls Dev 2 0168 6P 216 84 4 14" O.ceb v.Jve Rehel thgh Pressure Core Spray Aum.hary 574' Andyred SP-308 Valve Valve Arwikr/ Darling; 2 07 67 6P6 10 5 Ib" bunns.steSt Valve 1(2280001 Operator tematorstue If22f0004 thge: Preuure Core 5 pray Ausilsary 620" Arulyzed $P- 301 Valve Vafve An(lior/ Darling; 2 07 616P f l 27 I!" litO Pump inge(t (wi Viv Operator-l.metorque lE 1200054A,ll Resuluallleet Re.noval Ausihar y $74' Analyzed SP-521 Valve TRW Mewon 2 07 616P 17 5 24 4" (.wis uw . .tlud enwiViv IM stf050lA,8 Comtunteide Gas ConarcJ Drywell 664* Andyred SP-52 8 Valve IRW Mnsion 2 07 64 6P67 3 42 4 thw.Elud..h.m V.Jve Resugualilea: Re moval Drywell 642 Analysed $P-528 Valve TRW Menion 2 07 616P 69 14 9 t["liukl[W ser toCo.. Sgway lE 12f 0044A,ll V.J ve Re.xsot Core lsolation Drywell 610' Analyzed SP 528 Valve Rod well 2 07 616P 87 10 1 b" hd,mwillud suwiValve 165350066 low Presume Coreigway Aumihary 5 74* RIM / Anal SP 523 Valve 1.wgc6 Mock Cr p. 2 07 616P 107 45 I~ s et s ka hon V.Jve If2tf0031 _ Aumaliary S74* plM/ Anal SP 523 Valve Target Rock Corp 2 07 616P 110 5 92 1* %w n.=ilret.el v.Jve eft 2f0016 Reudu.J ilea: Removal OP47f0295A,it (cuserol flulled Water Control 679* Test SP-524 Valve Valve Contrnmatics; 2 07 616P 122 1 52 h* h..sh ally V.Jve w/ Mon 2r Operator-Lemita.que Opes Drywell 620' Test SP 524 Valve Valve Contromate(s; 2 07 68 6P 150 1 73
$"isUV lvev$[Elast O lwaasur IDl?f00718 Plani R.uhation Mon Operator-11T General Cont.
f
m m m m m m m m m m Page 9
. Rev 6/16/86 TABLE A-1 SEl5MIC CONFIRMATORY PROGRAM I 1986 PERRY RECORDED E ARTHQUAKE EQUIPMENT SELECTED FOR EVALUATION FROM PERRY SEI5MIC EQUIPMENT QUALIFICATION LIST LOCATION QUAllflED SPEC. TYPE VENDORS CALC fit t CODE MARGIN E QuePME N T NAME MPt# SV5 TEM Mesed Bed s Denun Drywell 620' Anal /lest SP 538 Valve Valve-Dresser; 2 07 616P 455 IS O I 1/4" svJasion V.Jve IP22f0045 Opes ator-t imitorque u M 0;we _
Salety Rel Instrument Air Drywell 620' Analysed SP-531 Valve Dresser 2 07 616P 861 II O 1* G,nt.wsuntot twl tson Viv IP57f 0524A.Il Hu(Icar Dueler Dr ywell 630' Analyzed SP 531 Valve Kerotest 2 07 61 CP 166 16 4 l' i n si M5aV A..uen Valve IB2tf 0024A.B. C.D 5tandlay tiqueci tevel Dr ywell b42* 1est/ Anal 531/568 Valve Valve Rodwell; 2 07 64 6P I70 il 4" *.uw.wp. l n6 V.J ee IC41luu0l A.Il Operator tamatorque MOprs t.= M51V teak.wje (caitrol Aumiliary 620' Anal / Test 531/558 Valve Valve Rodwell; 2 07 616P I'/8 II O 2* luJ awaiValve wille ItJ2f0007 Operator tamstorque t apreas..e l Deywell 5W Anal / Test SP-639 Valve Andessun Greenwood 2 07 616P 221 4I l t " M 5 H. levi V.auuen Dr IB21f 0037A tov fauslear Boeler C V & DrywellPues.le Dr ywell 664* Test SP 641 Valve ASCO 2 07 68 6P 233 lb I t/4" % Aceww.t v..lve IM14f 0207 M51V tealage Control Ausstory 624' Anal /f est SP-52 8 Valve Valve-Rodwell. 2 07 6i 6P 105 44 2 1/2" l.o V.J[e w/ Operator If$250009 Operator-temitorque Iocal Panels & R.u6 s Auusisary 568* Test 301 M02 GE G E. 2 07 64 7P l1 12 2 164 5 Imen.nwnt H.w b 11f 22P OtWil Local Panels & Rads Aussleary 568* Test 301 M02 GE G E. 2 07.6l 7P Ii 12 2 M k am ouneeneH.mb IH22P0017 Aussia ry S68* Test 301-M02 GE G E. 2 07 6l 7P 11 12 2 HiiH imaeusewns Ha 6 IH22P00lu t ocal P.uwls & Rad s Auntaary 568* Test 301-M02 GE G E. 2 07 61.7P 11 12 2 HilH 1mt a nine-e.i H.w t Ill22P0021 L O( ! Panels & Rad 5 RiiH imin.[,ws.s H..d tut l P.mels & R.uts Aua liary S68* Test 301-M02 GE GE 2 07 66 7P ll 12 2 til22P0055 Ausiliary 568* Test SP 604 1&C Rosemount 2 07 61.7P 45 1 32 I testna. li s i. e ir.wn 106tN0001 Remote Reacttw Shutdown
M M M M M M M M M Page 10 l Rev. 6/16/86 l TABLE A.1
$[l5MIC CONFIRM ATORY PROGRAM 1986 PERRY RECORDED E ARTHQUAKE EQUIPMENT $[LECTE D FOR EVALUATION FROM PERRY SEl5MIC EQUIPMENT QUALIFICATION UST VENDOR 5 CALC FILE CODE MARGIN QUAtlFIED SPEC. TYPE SYSTEM LOCATION EQastPMENT NAME MPL #
flosemount 2 07 617P 15 l 12 Ausstimy 568* Test SP 604 ISC If12N0007A.0 Reuduallle.it Remuval Dillreesa:J hnwne le.u mentsee Rosessiount 2 07 617P 15 1 32 Aumete.se y S68* Test SP 604 ISC lE l2N00l%A.B.C Reuduallte.st Removal belles es a...i Peewae f e.uswunes Rosemount 2 07 617P 15 1 12 Ausela.u y S68* Test SP 604 ISC 1112t40076A.B Rewdualite.st Removal heswwe ls.wimb$tes ISC Rosemount 2 07 617P 15 l 12 Ausste.ory 568* Test SP 604 - b$,.ab i it12N0028 Rewduallleat Removal wut s er Rosemount 2 07 617P 15 l J2 Ausdiary S68* Tess SP 604 l&C It 12r10050A.B ReuduJ lle.st Removal 4 32 newue is numite Rosemount 2 07 617P 45 Aunata.as y 568* Test SP 604 l&C it 82t40051 A.B ReuduJ He.it Resnoval newage ie.ummates Rosemount 2 07 617P I5 I J2 Auxilemy S68* Test SP 604 l&C til2NUO52 A.B.C lieudu.nl iteal Removal b.5. s es.e J hev.use h .n men s a. s Rosemount 207687P15 f.35 Aundimy 568* Test SP 604 l&C it 12tJ0055A.B.C llewduJ Heal Removal nowa Ie a e n.i t es ISC Rosemount 2 07 617P IS IU Auaihary %8* Tess SP 604 Il INN 00%A.B.C RewduJ lleat Removal _ P.cw.we 1..am u les Rosemount 2 07 617P 15 1 12 Auu hary %8* Tess SP 604 l&C it 12N0058C Revdu Illeat Removd heswne le.nmn iter Rosemount 2 07 617P l5 1 94 Auxiliasy S68* Test SP 604 ISC ( _ - - . - -- It2iN000) tow Pseswee Core 56 way _ I 94 hev.iuc ts.uminises Rosemount 2 07 617P 15 Auadsary 568* Test SP 604 l&C 1121Nt* '.0 I ow Pscssure Cose Spray nnwre Is.amn les ISC Rosemount 2 07 617P 15 1 94 low Pseswre Core Spray Auniliary $68* Te.t SP 504 Ilow is.wmiuttes it2tfa0051 2 07 617P I5 I 94 l Test SP 604 IRC Rosemount 1ow Pressuse Cose Spr sy Auudiary 568* Penune ie.umnistes If2340052 2 07 617P l5 1 94 Test SP 604 ISC Rosemount tow Pressure Coreipray Ausehary L68* hev.use le.numtier 1E 2 t f 400*.3 1 94 l&C Rosemount 2 07 6t ?P15 Aumeliary %8* Test 5P 604 It2tNous4 low Preswre Coee 56way P Nsu$leEvY ti l&C Rosemount 2 07 61.7P 15 1 32 Aumeliary S68* Test SP 604 ll]lN0075A le k Detect on Penwee fs.wmenties _ _ _ _ _ _ . _ _ _ . _ _ _ _ _ _ . _ _ _ _ . ~
M M M M M M M M M M F 7 P.sge 11 Rev 6/16/86 l i TABLE A-1 i SEISMIC CONFIRM ATORY PROGR AM 1986 PERRY RECORDED E ARTHQUAKE ; I EQUIPMENT SELECTED FOR EVALUATION FROM I PERRY SEISMIC EQUIPMENT QUALIFICATION LIST VENDOR 5 CALC fitE CODE MARGIN QUAliflED $PE C. TYPE 5V51t M L OCATION (f)tsiPME NI NAME MPts Rusemount 2 07 61 FP 15 1 32 Ausiliary 568* Test SP 604 ISC if AltdOO/7A te k Desession Peewuee fe.wisn asser Rosemount 2 07 61 FP 15 l 12 Aunitsary 568* Test $P 604 ISC If stNOO81A.B le.sk Deletteon Perv.use is.wown. sees Rowmount 2 07 617P 15 1 32 Aunifiery S68* Test SP-604 ISC 1E58740002 Reastos Cure iso Coul. lbifuay. lPsens.we is.nes Rosemount 2 07 617P 15 1 11 Aunifemy S68* Test SP 604 1&C 1t 51740050 Reettur Coselw Coul Weswee fe.wiusuites Rosesr uunt 2 07 617P l5 1 12 Aunilsaey %8* Test SP-604 t&C If58t40058 Reas tus Cure lso Coul Delfesceu. t hewnc fe.wes Rosemount 2 07 6t ?P l5 8 jf Ausiliary S68* Tes $P 604 SEC It 5ltJ0051 Henctor Coselso Cool Wev.uw ie.ar.rnates Rosemount 2 07 617P 15 1 11 Auneliary 568* Test SP 604 1&C IE5 t f400%A,8 He.m tus Coselso Coul Wewue l ease.nuttes E.1 8 11 SP 604 IEC Rosemount 2 07 617P 15 Aunleary %8* t est r.: .eiles lt'a lt400%A.E Reatos CaseIso Coul. Weww is Rosemount 2 07 617P 15 37 0 Auxila.ary 568* Test $P 604 ISC If 11tJ0083 Pewduallleat Removal newae I .m.unesses Rosemount 2 07 617P l5 37 0 1est SP 604 1&C t ow Psessuse Cose Spray Aussleasy S68* h e n we le.wiuneales II21N0070 3 12 SP-603 IEC Rosemouni 2 07 617P 15 Aunitias y %8* Test If I/FJOO53A.S.L Scudo.a lleat Removal l hewav tr u.unirses ISC Rowmount 2 07 617P 15 1 12 Auseis.ary 568* Test SP-604 If 12f40057 Rewdual tieat Removal Pe sume Ie.wowe nes Rwmouns 2 07 617P I5 1 32 Test SP 604 ASC Re.n(tor Core lvs. Cool Ausilsasy %8* Wev avie.wiwnesser if 58tJ0007 l 32
$P 604 l&C Rosemount 2 07 617P 15 Auneleasy %8* Test 18 51tlauS2 Reas tor Cose Iso Cool hev we le.u.un. ties Valve ltenty Pratt; 2 07 616P 255 21 8 Cont Vessel 689* Anal / Test $P 641 Valve JC R. l l V 1,e w/At tu.itus IMl /10015 Cont Vacuum Relief Oper ator-Lisnatorque Valve-fienry Pratt; 2 01616P 255 28 8 Cont Vessel 689* Anal 4 Test SP 641 Valve IMI7tuot5 Cont V.acuum Relief Operator-Lamitorque 14" kslabt v sve wthsiuatos l
4
M M M M M M Page 12 Rev (J16/86 TABLE A-1 SEl5MIC CONTIRMATORY PROGRAM 1986 PERRY RECORDED E ARTHQUAKE EQUIPMENT SELECTED FOR EVALUATION FROM PERRY SEISMIC EQUIPMENT QUALITICATION LIST TYPE VENDOR 5 CALCitLE CODE MARGIN LOCATION QUAttflED SPEC. MPL # SYSTEM EQulPME Ni t4AME Valve Valve tienry Pratt; 2 07 616P 255 21 8 Cuu Veuum 8eisef Cont Vessel 689* Anal /lest SP 641 14* Hetal v fuc w/Assuatu IMl?f00JS Operator-Lamseorque Vafve Valve-Herwy Pratt; 2 01616P 255 28 8 Cons Vacuum Reisel Cont Vessel btI9' Anal /Iest SP 641 14* Heleel v tve w/ As tuator IMl7f0045 Operator-temstosque Valve Valve tterwy Prati; 2 07 616P 259 575 Cont VeswlPurge Cont Vessel 689* Anal / Int SP 64l 4/* Ps .p V.J a w/Aelu tus IMl4f0040 Operatos B*tiisCorp V.elve Valve llenry Pratt; 2 07 616P 259 '.7 8 Cont Vessel 689* Anal / Test SP 641 4t P.[p V.bEwsAstu.atos IMl4f0090 Cont Veswl Pu'Oe Operator BettisCorp SP-554 EE E nede Power System 2 07 613P 29 87I DC Syste.ei-Battweies Control 638' Anal / Test u.. tie..es & R 6 s IR4h0002 SP-554 EE E mide Powev 5yuem 2 07 6t lP29 17 DC 5yuem Baileries Contsol 635" An.sl / Test ik..s tN.N A R.u b s IR42SOOu t Analyzed 301 508 GE Pump-Byron sackson; 2 01617P f l 1 01 Resulu.illleat Remov) Auselaary 568* hum P..n.p a Mut.a lE 12C0002A.B.C Motor-G E (i 16)* GE Pump 8yron ixlson; 2 07 617P I3 1 04 t ow Pieswee Corv 5gway Ausili.ory S68* Analyzed 301-501 i r(S Puu.p 4 M. ue IE2tC0008 Motor-G E. (l 2W GE Pump Byson lab son; 2 07 617P 13 1 06 86PCS Powes Suggdy Ausiliary 568* Analysed 301-501 i t6-[%Nesip & Musea l[22(0001 Motor-G E. SP 556 EE G E. 2 07 613P 51 367 Reelos Circulating intes uchase 620* Int RN NNmp leip (unt Sw y 182150013 GE 2 07 613P 51 3 67 Re.ator Cercadatisuj isitesmediate 620* Test SP 556 EE Rn .e. .'ueup le.p C a a Suey 1R2250014 G E. 2 G/ 68 3P51 167 Restos Cutulating Intesmediate 620' Test SP 556 EE R. us Pun p le.p C a i 5wgr IR2250015
- line .atual masgin wliialt sont oh opesainfily of the equipenestt.
l
~ - - . ~ ~ ~ '
l
.m u.
o . e o m . . _ . . . . . _ _ - . _ . . . . , _ __. 4 -, m o . , . m a
.. w . i , -
w m . ! - l c o ------.:-.-.._..--. . . _ - - - . a w . _m o o . - i
- o : .
w . . . l : _ c : .
- : =
c c. i . m y m
~ . . - . . . _ . . _
m , l N m i . c
> s.
I w e - i e i ! l & c 4
. m l g 3 o ,
I i I* cc
> .' n w
4 .
.a a : -
w -
! i -
I 1
~
a -m h l ) oo l l kk =O 3 c I - e w W me ma
-co-N o .- o i
j l
>_ _e w
). j z z a u
I sa a w a: m yz zo u - . e .z.wo .-
. . O w c o a cc D- W y
o
=
y I zo > o uI I == e
-i iz o
C L
=o -
3_ m l
-=an . -
o-ou - - a n. o w : k : m - r r cc . g g.. _ . o scr- . i g como . . I *C W a-
=
o-
=o a
2 . N I
.o cz - -
Zz o - r-Og w a. s p o em mmm ww eww - - am oc- . u z a cc e - I zm w t= o . . g ze o, o cc um.o - Fa . u-o . s e-ree-co
- cc z z sr .
m wm rumw I
= - rwar - m o d
o n. m a. om-
== 0 u2 . e m a. w o o -
+
om a m u3 w . m ,, zz *o , I . mo v a. c a c : z I Q. w o
^
= '4 4
-m.u ww w u ce cc e om e
... ., . . ... , , , .. , . ::m 3a.
Oh*2 00*2 09'I GE*1 DB'D Oh'0 00'0 (D) NOI188313DJS
l 6
. e, I t . i s
f f I ' ' P' sgp e O ~ _ --.- . _ _ _ . . . ~ ~ . - - fr3 Q. i C i _ o- . i' . e. e y cr3 - %,, g e . 3 ' - g3 . - a
- o: '
6 I e E - . w I O
. C -
, l C '
C. , t l _ N y u tit r% - i 3 e-i \ x
. o -
. I ,
- p N
- r a IM c 5,C C
- L c .
e I
= . .
p- 9, i . ,,,
! C , h j 'O l > -
l* I I s e
'M 4 Li.L e 3) f k = -
i
!( -
N
' W --
1 !..ee I
-. -I iC trT C i I
, {
u eft : = - ! * -
.Z ~ U- C **
l i i
>== .
i O L3 >.C 8 N Z g C l -- Lf) 2
"_ , u u
< EC 3-i l 1 12.3 g
w zc - g ; C I x
;a o
- =- --
ccam-zc c.- Lia i
, i l
- r ui c
A C . l.L. CJ t em 9 t rz'=e " I O
..z.z c_.2 C
p = .
-=(f) -
Q-CU " l' J C C2 m E3 m -zzc - I O ED m D C 7'" " . C3 C Cf3 Q
-- =('\1 l
. O -
*E z I
U n. { g-) - - E, zo \
.o cz -
t EZ C - O,
-- w a. ~
d$
. ~
Omm I mm 2C 2 E m*
,,,j La.3 eww C3 C **
g g-D- C O f o u g co xm acu- I
~
or o m - I,,_ o O I ua ggo l s Nw CZZ I i I j I i A O gO >=s====* . ; I -
-Q) m CD E U Cf3 LLJ .
= - rwar i i m g D. > n. --- -
1
-C -
g I o n. ca m - - - 1 e -r-m w w CD C
; e .
mmew ! - m *s [e ZZ *C , i v a. o _a C= i I CL. LLJ O CD O eem Q , wm-w - i j0,J 0s#0 as*O ch>0 oi >0 00 0 at 00*t _. (0) NOI1SW_:_i:336 l
C 1 L t i t i I i I t .~t i e . . g _ L - e
} i @
s O - - m . ._ _. _ . _ . _ _ . _ . _ ,. s , . . (T) O. , m
- . i , , .
=
m-m
- o. !.
G C" CD - c o - = .
. . ~.m
[ (3
- C'.
. +
1 3 i
. e Ln.
s e l m
. C . ! O E Q. .
l ! -
- y m m - - - - -
--N z y N :
- 3
.= { ! C
- :n. ' @g
. 5 f :$ O o,
=*
L O i $" Z - l ca , t .
== ,
6 j
>- . j r i C -
> j O s - . - - . --
lt w - l
-- -f} -C) s f' ;
i '
..g i l l '
.'4s' I CO - -
C MO m ' f, I
' l .
w ces :r - s t y - o .e >I -O I
- - -U. p I
M c >= o D . () Z C
-W g
. Z ai:" gy y1 - --
ro i . O 1.1 ) W I z. c -) a: - i C b gC.I k -
~
O
-. o --=r u.3 h,,,
g zo z . t g C '
- l Ua I I LL.
I
-8 I2 ,
l, . a c
==
t
- I
]-ffl
.Z. ZO J3- .
O a. O U - _J Q. II3 m - I m -rre 3 1 1-o DC>-- - i ]* 3 como : . { ):
- l-l om
. e I . cc -
1 Z . u n. c .
- 5. .o zo cz zz
- o
)8 W 0- Il I
em mom . ~ wm C W LLJ - 3C C'3 C . * - U
" 4 Z ,j gg E aj LaJ >= Q O ,
E E cn O C U P- o G3 l 0w o u -. g g o -. D . "O
- mzz ( F,,,,,, g s co >>- . j l i m
' [
w a) E U u) W '
' c)
- C EW Z I ! "
b O. ma i I - - - l i i _a m" C a. O m * >- , e . ! l t E m m c. w e c3 ; . 4
- a. vi e w m z= o m e
. I -
v
- c. c _J c i i n. w a __
- - - - - - -e -
=== m U G3 o ww-w . c a
' a-U c c: c -
,,m -
00*9 00 S # 00*h 00 E # 00 2 00*I 00*0 (0) NO I J.S W 3 13336
I ' 4 9 m a f . t .I t t , f f f o f
)
g
=.
I l} ct1
. s O i N
m
. .~. -smem-m o
--_e ,
y
. . m
. l O
' i .
m - l. I
.. I -
w N l C m l l I t e a m . ', ; -
.M o o . -
, I .
= O I i *
- u. . i~
t 2 m . E . l >
- C : ! -
- 8 e
w m . , i m 2 m ~ .
-N
, w g U m% ~
h
> s W CD
- l'
. T E g i Q.
e . E 2 - C . l
~
W C
> = .
W 'O I J g
- i i l i /
-m i i u -tD m N :
co - z - e me f I - W M7 ' '
- g l 2 "CO= N ' -
~
a e t' y WO = 4 Z W w Z J } U C
@ 'Z
)- ..
ro u na zo - i t w I D cc: == 7 W . s .
- s cc o g Cc -
l . o o *. w -
" 2O :> :.r U
' o C
Ui I .. , L I I 1Z , O O - ZC - =
. 'q i
l ~ZJW . g c-cu - . -
.J 1 CD W ' i +
m -r%C . o DCW- . i gi ." g momo . l . .
. l g .
t . w ::-cv : em w sn . . . m CZ . 8.".*
. z mi
.O OW W" ~
E2 1CO -
- P.
$c m WZ . C '
ce wooo llF - I ww C=C- - - 2C COW UC , . u
- 6. uJ > w Z u.
Im Z CF3 mCC g D3 g u- CE O - . r I CD CZ r'* j )x co uJ Z D Cm=C.
' ll* C
[ wm } l m wCmC I c e E
- X .
I I. "..CDm3 C (
~ "
l w a. u -s -cD - . ( "CCC, ! I C
- l m a i
- I a m 8
LC* Z ,
"N e ,
Z C CD l j l y e. v L >= CD W , j j 2 I U LO - W i "w c. *sc *c . > e e c a U m uJ Z r i n. 6 - . ., . . 4 e 6 # 6 6 E O ~ l Oh*2 00*2 09*I 02*I 09*0 Oh*0 00*0 l E5 l (9) NO I .LUU313330
~ e I 1 I I i 1 i I t I t .
.
- C p %
o , n M ------e-- . .- . _g C
~
! 5 o .
w M .
=
C O
,' .- h G
.m 0 - .
o , C . i .
*-* o *
- g 3 u- . :
E . 3 J* e r - c - .
?
W c c i !
'g
. Ln N _
-- -~
i,n : - 3 .
> g . C .
m y C C3 j'
=
T e-W . . - I - z -
.o.
P- . g . L > ~ W . O y e , W - ~ ! I. i. l - k
. o-N c C 00 Mo !
l s z w l W MT " l t
- L g -
l l l l
.= "'* O. O ** . i
- .o p ,
q o e.- o P-- -
' I ~
e* z
* ,z m i l L.)
w -
< LaJ g Z L m
.ro 20 2 -
i w: . x ~7 e- - . D . a cogm c - - - O
- u W "z o o
LaJ . wW . 58= ua i-
. , C -
, , g,_ ;
= I Iz ,
O o - - . z F eO *-* Z J p.- . .M a-ou -
.J 0 a3 LaJ .
. - r z a: : i n : _
o o c >- - . .
= a2 ca m e .
r .e. ' ~ L .= w m
. w --_m ,
y a- m cz .
.. 2 -
r- .o o- as .i - - - t zz a. c o . . , : L g m wz . o . ee wooo ww c: z c - - .
~ -
gm co-
. u va .
m [ o . z. z ov er c w mea - w: r
=
=
. .o u- m e= 0 -
-, wza ., _- o .
co em-o w= wcme I c, g -x as m o -m o [- . , l w oa u. >- . m -
-as
-em >
E n.
. i !
e- ,
- n. ere i l o
[ -m zeo. , i = - c-o- -
! : I ! - = o j
I u LD g . w .e . -. m o-w o. _s e ; umwr
. I I
W: [ 02*I 00*I 09*0 09*0 i , Oh*0 02*0 00*0 am - : (0) NOI1BW373336 [ ._. .. __ _
.r .L
' , e i i . . .
i e
- i
- e f _
e .
. s .
D I O _ , _ o . (Ti .. _.. - . . o
/
- ,' =
I , w C a o* C: i..--.._ ... . . . . . - . . z w > a . I 8w . D . p. W
= O .
- e. C *
- g g .
- W N'.--t o
E I
> g .
- W U Cw f i E
(.D t . 2" t . O.
- m. s * .. e W j
=
i y
'O W ; i r
I r- -- , . . . . a I 4 i I ' .
- l. .
du'% g N I a led oo mo m
, gry y -
i-
-..n
~q z-
. $ "CCC - ~ l . , I >- a wa 3 .
, t U
Z Z C i }
-m yZ
* " ca c .
< EC 1 z O
-. C=-E-> )=-
I W
=
O QC y LL3 o C C. C
,- "=C" C zo z . i C'
[ o . l , g We : - , ,
-i ez 6 e o . {
-.m o -
.z. = J P- .
. +
l C-OU - f : a c. m w i j _ m -rrC I o D C >= - . O CD C W Q . . i. m, - .
-{ ]-N
. w i
*2 w ui I
N ** (2 n CZ , _ . mi "
.o O >- 0--
- e-ZZ a. C C n. o
,;; m weae wz .
ee I ww CZC- - y 3C CC- ' u. 8 _ UC . E w wz mCC Em r .O o EP CE O . t t _i s- o I ("
-x co om-o WW w C(A C 8f O wzDOZ X (I2 3 O l
j t i' , t i
~
-(D A
o o a. u-s m I
, C r
om l
"COC l ! i
& o.
j
. -m "
a., c: .I = .
. d
=CeI l ! z w o. - m - ,
~
7
. - - - . _ ~ - ._ q -
iUC i
.-=m.>-
W 0- J C .
+
hm g,3 Ummr i 4
- U@
a a
. i 6 00*O 6
i 09*0 Oh*0 6 6 Oh*2 00*2 09'I 02*I l M (0) NO I189313338 I
I 'I I l ATTACHMENT 1 g 1986 PERRY RECORDED EARTHQUAKE FLOOR RESPONSE SPECTRA I lI lI I I I ~ g I I I 'I I i
ATTACHMENT 1
- I FLOOR RESPONSE SPECTRA
!NDEX Buildina Elev Ficures /
Auxiliary 568'-4* 5-EW, 5-NS, 5-V R ' 599'-0* 15 E'N,44-NS,19-VR 620*-6* 25-EW, d'J-NS, 28-VR 652'-6* SI EW,30 NS,32 VR ? Fuel HandlingMntermediate 574*-10" 5-EW, 5-NS, 5-V R 599'-0* 10-EW,10-N5,10 VR
- I 620'-6*
620'-6* 654'-6* 18-EW,18-NS,18 VR 22 EW,22-NS,22-VR 30-EW, 30-NS, 30-V R 707*-6* 45-EW, 45-NS, 45-V R Diesel Generator 620'-6" 45-EW,99-NS,99-VR 646*-6* 44-EW, 98-NS,98-V R 662'-6* 43-EW, 97-NS,97-VR Control 574'-10* 5-EW, 5-NS, 5-V R 599'-6* 6-EW, 8-NS, 8-VR l 620*-6* 10-EW,12-NS,13-VR l 638'6* 15-EW,16-NS,17-VR 654'-6* 21-EW, 20-NS, 20-VR 679'-6* 24-EW, 23-NS, 24-V R 707'-2* 27-EW, 2 7-NS, 26-V R ESW Pumphouse 586'-6* 5 EW,5-NS,5-VR 639' 0* 9-EW, 9-NS, 9-V R R/B Shield 766'-0* 1 -EW,1 -N S,1 -V R 725'0* 3-EW, 3-NS, 3-V R 662*-7* 6-EW, 6-NS, 6-V R 644'-6* 7-EW, 7-N S, 7-V R 622'-6* 8-EW, 8-NS, 8-VR 598'-4* 9 EW,9-NS,9-VR 574*8" 30-EW, 30-N5, 30-V R R/B Containment 756*-11* 10-EW,10-NS,10-VR 725'-0* 11 EW,11-NS,11-VR 704*-0* 12 EW,12-NS,12-VR , 688'-6* 13 EW,13-NS,13-VR 662*7* 14 EW,14-NS,14-VR I 644'-6* 622'-6* 592'-2* 15 EW,15-NS,15-VR 16-EW,16-NS,16-VR 17 EW,17-NS,17.VR R/B Drywell 689'-6* 18-EW,18-NS,18-VR 664' 7* 19-EW,19-NS,19 VR 642'-0* 20 E'N,20-NS,20-VR 622'6* 21 EW,21-NS,21-VR 600'-6* 22-E'N, 22-NS, 22-V R R/B Biowall 655'-5* 24-EW, 24-NS, 24-V R 637'-0* 25-EW,25-NS,25 VR 621'-0* 26-EW, 26-NS, 26-V R RPV Pedestal 603'-10* 27-EW, 2 7-NS, 27-V R 593' 10" 28-E'N,28 NS,28-VR 583' 6* 29 EW,29-NS,29-VR R/B Pressure Vessel 673'-4* 32 EW,32 NS,32 VR 663'-0* 33 EW,33-NS,33-VR 636*-1" 36-EW, 36-NS, 36-V R 622' 5* 38 EW,38 NS,38 VR
E 7 . F F e 7 F G R n n n - E t_ K A s u U n u Q AR H T G T R C E N I m A P D E S L I D E U
. E S B D N m R O
O P Y R C SE A I E L m R R I X Y R R O U R O A W E L P F 6 8 9 W 1 m S m . l
E i a a l 3 g g l g g g g l g g l g g g g g I I I I I 1 E iib ! I a l l m 2 3 1 3 g h a 3 g g g g 3 g e
. . i -
e z . : - s W . - . - - . . . %,.~,. 4 c
, g g , ;
y s e m - i - o 2
** O .
w m - m
. g o -
--g g
-- +
g . -+ , . . . . _ . _ . . _ . . _ . e . - t
. - o :
. u. . , -
. z a
u i .
- : c . e .
m _i c W 8 o o N c . o O 2 ~ + ~ . - - _ . . _ . . . . _ . I - g __ m me m io
.x .
i, c m c
=
.. o . m zo -
@ o m- -
O . Co
.a+ .
I
~Z > .
w o ao , y wa 3 L._ .. tD m
! j .
W o<
+- -en d
I = 1 (f o i I 4_ l t __ ;* ^ k O l l N l o 2 -8 ;G i
~ + "- -
-m I g w em - -
l . _z coe a . r. - -. . .._.__
-e >-
o mo m . 5 '-
" /
u 50 lI r l -m Z eo i - - t.u
-- r .
D aegm c o I
+-
xo y , e--- _+ ., -3 o . C e ..
. [
e
** I 1 z a .
. L ze - -
I
+
- z a .- .
+ _
-m omou - -
anmw . m -rre . O D C D- ~ . l( . - g momo . I
. W i -
.e m ,
t- + t.-..-. gl 9 g W a- wum-o e - I
.e x- o -
rz r e.- - - Og wme- . - e
~
ce - a r . ww owrr -
- I am -zes -
s. rm mo
-o z .
I. u w rm awoo - - D2 u- cece- &wo o $ o I s
. - - come .
t 2 o mo - o_ o .
; sie wm umum "e i ! ,
W f- + o c WC e - a t .i -g3 i i - ea m- m--
-o ; 'I
- a. t !
os i , m aoze. Gz@ r'
; I
. e O 2 y
z- u. L, 4
-m v a. ao- ! . $ d
'Ww I
___;. ~ z
-mor i -e 7 _ _ . . . _ . . _ _ _ _ .
wcoe. s e umrx l c, o. a i 02*i00'i ' '
'd8'O ' ' ' ' ' d '9'O OU0 02'O 'd0"O (0) N 01.L U U 313336
C,oARE SPb blDS To Al-Z w h GILBERT / COMMONWEALTH.INC. P.O. BOX 1498. READING. PA. 19603 l ENGINEER: lREVIEHER: CEI-PNPP SPECTRA USING FIXE 0 BUILDING: AUXILIARY BLOG ND 5 ELEVATION:568'-4" FIGURE: 5-NS BASE IND II UPDATED SEISHIC DANPING -- 0.0100 0.0200 0.0300 0.0400 0.0500 o NODEL AND RECORDED T/H AT BASE SYH80L -- 0 e a + X 0.1805 cy , NAT OF R/8 AS GROUND HOTION DIRECTION: NORTH SOUTH II)
......... .... .... . . . . . . . . . ..... ...=.....
ZPA G a: a. cG: t :
- \
a:
- w. -
l
- 3
- : + 1 z: :
D - o : M cu s ._' g ._ - cr : , : L1J - - J : : LLI _ - 08-O ._ ca. -
- / :
Si 5 *
\ !
T a ku e 1% :
l -I,.,.M
'~
g: _
,f j a .. . . . . . .,. ,
0,..................,.... 8 9 10,..........................5 2 3 4 5 6 7 8 9 2 3 4 5 6 7 i;0s ass onie, ouroyeesi ec aio7 i FREQUENCY (HZ) isne9 neN soevntN on1E 09/ou/esi Ptni NO. ?
e e .o e o e o I .
$ f j E ! I a 1 A l t i1 h 9 R I b I I f b I 1 A l A i 1 A A A A I I I I I I E c .'
g I N
> + I t O. +- -
E in s
. l
.- n r C
.e t% * .
w on. I CC O - C .-.. C
~
O O "
.. / .m
~
C tAe l z I ." N . 4
' a
. C se C . C_
C O Q .. @ . m O O y y :r tn w = N
-=~- -
E I
- 8 O m zj
> * .X .
2 CO - Ci O ." ~
- O __ m . - [
L. .. O e F ZO - . m 1
. LI)
O:P
~O+
H . O
- cO 2 W aO < .a L1J O . . -.
- m sn . 8< -
-m
& O -
I QC a -
-CD m M zo - -
N x 0 Cn w og - - -t' ~C
.$ AOOO l -
e
~
O CD C 4D
! 3 >- C -
g Cc O . xO .u. . .tn 2
* - H . I y
. ~.gCIO - J
- 2 LLJ O
- XO > .
l C ci i **
.-n y
.. I i2 . . 0-O O - . LJ
' ZO M
- = J >- .
OwCU- _._m . J CL CD LLJ
- r r Cc ." " en " . o O c >-. ~ . . . m CCmO. p . _
i . cn .
*C
. w +
W . O C lt -N
.N . L1J U CD 2 .
.o X~
zz - z ,_ O ~
$ ~ LL. -(O COF . -
ee O WW C l1J "C E
- ll I
2m = cn s -
$, W HO' "
y xmthO Z. ' E cn C LLJ C C C :r . 6 u- H L1J O - c e O ct $
)x CCCO-
,C--
-Og s
- I I
e o
$ E, UCUC .
- a. C +
jHZ"' O
-r w wC a a o. Q. - CC
= "
i i
.cy) O c 4. (A- CD --
I
~
Os. j
-CD W mc. O z Cc ,
I g CLZC t 4
. e Z ~
k a o wQ JO.
- f*
$ c' I
I lLa L1J . m(A O >= + + ~ z LLJCOT. . (,0 UCD E E . O C Sd l 02*I , , , . 00'l 09'O 09*0 Oh'0 02*O
, . . . :: tn -
(0) 00*0 g a e e o e NOI169313330
....t . . ..t . > > > I i . ..t ....I i. .t .,,it . . ..t ,,..t . . .I ... t .. . g _
e m
. . s 3 .
[ . g . W * + -= y s t O - . 2 LD . . C
.. CD W CD - -
C
---t
- 7- lM c O . - -
- O : t : z
- u. . .
C a it . . C - i . o
\ C yy .OO CL m
. l
~. _ . ._.
-m V1 O LD . j .
3
> * .Ox
- . . e w CT) o " "
7 A _m CD - - g LD . . (n
.. o ZO - -
Q:2' * -
-O4 CO 2 $]O "
"O
~
WO . . (T) O 4 O . tn g -O -CD - g o N O e ** Z0 - * -* 1 O cu x - Q W O cNJ * '
.z.
ace J .
# _ "-e >
c CD C W i z r C W >- W --tn Z CO 3 . ( . y CO I . .
-e >- .
f . D 10 g (n - 4 - O C ' y x0 W . g . W m . . CC C1 I .. g
.. s i2 O C ~ -
ZO - . + . -(v)
- Z J b- . .
C-CU -
~
J CL CD W m - r r CC . ig . _ o o C >- - . . W CD C (O O . . cn.
- W l[ -N
*C (n . .
z O O . . W U CD 2
. o. x- O - -
Iz -rr- . . 3 a8 ee LA (O C P-
- o l l.
O ww OWII - - N 2m z gn N u HO w z co WO Z . . E cn m LAJ Q D W C2 WWo * * (" CCCC l
.C &
e.- x CC Q C O L j l H'-"* O N CD WLQ . l
. y WC U D U CD a i
p
~O "f
a LAJ CL - C WC - l l l (3 A LO - CD H -CD W 1 O% e u m ooZC l, l . a - i v CL Z C Z~ 1
+
l,
+- + -N
$ c v c. Jo . .
m : I W LAJ 1 _
-m
- cn a .- -
WCCC . . O C u CD r r , a
. . . . , . . . , . . . . 6 ' ' ' ' 6 ' ' ' i ' i ' i' ' ' ' i * ' i ' '
i ' i I! LO - Oh*2 00*2 09'I 02*I 09*0 Oh*0 00*0 (0) NOI189313336
, s 4 ,
_,.: _ .~_ :_: _ :_
,M :
- _ . . ~- :
,5 1 6
e
/
A S .
. 9
, N j 0
- G ,4 /
M
. 4 .
9 0 4 .
- 2 , :
. E 3 .
e
. R 6 T n
W f U 2 . 3 D G . . I 0 .
. F . N
=
_ . t _ . n v
. M ~
R E 0 A P e o s W
- 0 Z E 05 .
2 N I 0X u
. V ' .
. n
.M l E
R 9 90 y e
. 5 n
. :0 i
s N0 . + O4
.M I
T . 0+ . s
" i A0 .
V . ,
. E 0 L0 M E0 .
+
1 b
. 3 -
0 9 b 4 .A , 40 ,8
.M
. D
)
Z
. : N0 )
(i7 H
- t. R 0 1 E . (
G2 ( Mg
. . E _
. I N O0OHT L .
34 [i6
. G B0 U .
. Y N O C
E Y
. Il S .
N
. R0 - .
5 R0 H . E M 1 I1 L0l R T .
. U I .E,NO ,
Q XO 0' 4 E 9-R M
. : - N
. F
. G O . .
NG I
. INLT . i. 3
. DIOC . .
M ,3 LPOE IM( R l .*
. 0 UAYI . + T.
l 6 BDSD . , 9 , , 1 .
.M
. E +
. .R S .
72 CP D A N . I . ECBN .
.G XI O , .
HN I MTI ,
.M TI 7 LD FSAT ,
0 RA I O ,. ? :
. EE GEHM. . 2 . WR NS/
N , C O . I TD . F
.M SD M8 N, l . M9 UEDU 6 . Ot1 TEO, 8 . Ct AADR 0 / . / 4 TX RDRG 0 RO TPO - T1 / . W EB B .
L O. P) R EA. CUCS , E +
,9 0 4
I GP S1 B r E
,8 T D/. n 6 .W . PDNR .
O 8 PNA eA ,7
-! itt_
I
. N( F s .
P LO. , 6 O EE 2 N
+ 1 1 ,6 ISDT T EAOA, B O M CBMM O L J P
- . - . - . - . . 9- : . - - - .: - : 5 I
?.,..
. oO y, m* oo 8..- .
O otnd Og
- Zo gcJJLUUg o1 2 a .M
I ll
- 7. f :::* ::..: ! : , . : : . * : .::.:::::-:-:..i.:.-*:..i:;: ..
5 i s R s
~ .
e o e 9 V .. 1 4 e
- G . . u
- 9 . . o - 1 r : 6 . e u E 9 . . t m R 2 , , .i , 3 n u U 3 . o a G . . - I 0 . .
. u t
F . . n mO R E W " 0 0
= .
A . P . Z 4
,2 e
o s v n M E 0S u R
'-. 0x I . .
V E . . u O R 90 9 . . e n Tl N00 5 i s O4 . m I0+ T . . A0 V . x ,0 _ E L0 . ;:!'
, L- -
,1 E0 . _. - .
3 7 9 0 _ 9 .A . . 10 ) 7!f8 D Z _ . ;7 H N0 . R E G2 0
)
3 ( ( E _ N O0O , 7 3 i;: I G L . ;. 6 Y N E B0 L _ % C l Y R0 A . 3 j 5 N C . . E A0 I . . I1 T . . U L0l R . . Q I .E E , 4 , l4 E X0 V . . U . . R A - - : . . F
- - N G O . .
NG I ; ..
. . 4 i3 INLT .
DIOC . LPBE . . 3 IMMR . 7 i 0 UATI . . 6 9 BDSD . . 1
. E ,
- , :!I
.l
" 2
.A S .
CP D A N . . 1 . ECBN . .
,G XI O HN IHTI . .
7 TI LD FSAT . o: AA I O 2 EE GEHM . . WR NS/ . c N I TD r O . M8 SD N . . i s M9 UEDU e O4 TEO C1 AADR 0 / u
/ o T X RDRG , 9 4 -T1 e
_ R0 E8 B TPO CUCS
,9 o u
E EA .. L O. P) R I GP S1 B . i - g
- a i
,8 e i
L_ _ D/ . n 4 PDNR o 2 PNA . , , j; , i. j: 7 _ s . NI F . s P LO a O N
- EE . :; ; .i :I: l
,6 i
ISDT EAOR s o o L CBMM _ _ a P
._._:- _i 5 I o0 g oo. o.r: 8.o r oo oo.. -
- 8g a zo~ tcoJUoo cot L lIl
. . t . . t i . . . t . ..t .. t . . .t .. .t . .l ....t .. t .. .t ...
g , e ( m
. N 2 .
I . g w . p - 7 ---; -y s e O .
. 7 W .
l O N -
.. (D - "
w cn . CC C ' C f a D N y .m O L
- o : : z LL .
. J 11 .
C, y C .
= c o o,
[ I W 8 O ( OW CL N
. . + -
l
+
7
-N u'
3
> = I CX C w CO -
m [ - N
.o i
o. 1 zo - i O2 '
-O 4 CO "O
2 JO _ . _ . _ . _ ._7 . d m 0 4] u a 1 i
-m
@ Ln -
l g NO -(D - g a N [ Cf., zo - +--- -
-r- 2~
e.. o N 7 - o w eN - . 1 O $ QCg a .
. h. +_ _+ . _g,o
[ o CD o en z
\j .
g l
.w >-
CC o a w I
, _._.i c
_ _m yz - C-. O C [ p . J O g (A - O
- . C +
XO W . y I g
- -r g L'
o . CC C 1 4 .. % .
.. I I 2 -
! - L 0 0 -
i -
.Z
-=OZ I W
.4 ,. l. _m C-Ou -
- CL Co w : k :
m - r r CC . lg - o D C >- *--. . W CD Q (A C . m , g .
" 3~ ,,
. W + - .+ -
*C (D .
l[.-N N' O W u CD Z C .
. o. X a.= 0 -
Zz IH- . r s u Cn e .- [ me wm me Owzz z e s. O n. oa
~
a-o u E m 2 m . Em DWCD o2 t- W D - g $ N" C M O CC -g s 2
>- x CC C CC O U Co >- CL O .
t 1-- d-Il# wm uDum i ! .
- w , ._. .L _.J_ _cn o
_ d. a._ W CC C - c o. (D -. CD --- '
-CD W cs f ~
e m CL Q Z CC . l C N a, 2. e _... ._...... . . _ . . . _ _ _ . _ . . _n. m@. z-
~
CL -.s 'o . i i i
. e cv z d
1 LLJ LLJ % 4 _ ._ . -. y .. f (p wCOe ! go u to z z . i [ Oh*2 00*2 09 1 09*0 i
. ,......Ln -
02*I Oh*0 00*0 J (9) NOI168313336
W W W W W W W W l M T1 f1 F1 F7 GILBERT / COMMONWEALTH.INC. CORRESPO N DS TO A3-7 . w P.O. BOX 1498. READING. PA. 19603 l ENGINEER: l REVIEWER: CEl-PNPP SPECTRA USING FIXED BUILDING: AUXILIARY BLDG ND 49 ELEVATION:620'-6" FIGURE: Ll9-NS BASE IND 1) UPDATED SEISMIC DAMPING -- 0.0100 0.0200 0.0300 0.0400 0.0S00 . o MODEL AND RECORDED T/H AT BASE SYMBOL -- El O ^ + .x '
=r MAT OF R/B AS GROUND MOTION DIRECTION: NORTH-SOUTH (1)
,,,=......
ZPA 0.2366 G o .- i . q - &_! 1 L__J _ l o: w. J z: j : : 0 - : 0
~ cu : ~
l-- - + L . . _ . _
- g. l .
c . : : LLI - - J - - tu : : ug - : gg: a
---.--[ l }
f : 3 _ o: w. d: 1 [ A-
- i
. s 0 _ _ _
- i gc . . , , . .
7 ,,,,. .... .........,.... . . . . , , . ,. ,, , 5 6 7 8 9 10 2 3 4 5 6 7 8 9 '10,...,,,.. 2 3 4 5 : I a0s 2ss onTE: ou/ou/esiec 2 07 i FREQUENCY (HZ) isneu Run soevatn onTe, ou/ou/es i i PLOT NO. 90 . A
, , i t ,,,t , , , , t , , t t i,,t . . t , , , t , , ,,t t . .
g _ i t c
. g
' . s x .
. 2
- > +. . +
C I O . I !
-4
. -y y b Q m
I O L o - . w o - i - C - L e D in .
. _m
. O c . -
- o : : z
- u. .
. a at .
C C m o I e o Q. .
. . e s O N 1 -4.. N
~
> = . 'OX -
. e 8 W OO -
2 1 N - . w .
. m
.. o -
20 - s C ::r - ,
-O 4 t E
h & CO
.g A WO JO y + . . . .
- -4' .
Q . l . C @y 4 I 7 c- -cn I V m . - g) mo - . _ 1 i -
-c0 -
C N Q
! g ZC - --4 r- -b I IQ c
w o m j - em - - O z aog
- J .
4 4 ,_. i, _co ) O CD O . z a U i W >- C
. tn yZ Co u .
c c ca - . .
-- r . . D
-J . o e (C LLJ
+. +
=p e
xo > lj W 1 D .
. T ci i ..
- g
.. I I 2 (
O O - - I b g[ ca - o v J Q. CD LLJ
~
~
" + P +-
IDM - m - E E CC O DCW- . l[ - I
$ QQWC -
f
,g t t ---
Il-N z' O C I I . o. X-LLJ U CD 2
- C z - r & .-.
U. O C W O " 3 C ec - o ! ll -. O LLJ E E - - N I zc W zW. h Im OO E cn D LLJ Q D (n N WO Z
~
y w W or WWo . , _O y" ccom i O , co x Cc ca Cc o
>-- G O .
L i 2 IF~ N
$" UUUO LLJ L1J C l
b + . . . . _ . _ . j CT) O
! l
.a o . C. - C -
! i i
O n. (.O - CN CD H i. l--- I
-CD W M Q. O Z C
. i j
i
. e m
! O h
- c. z e p ,.-.4 , 5... .&
Z* Lt. i *
- w Q. JO
' ~
- g E
,,i g . a_ _ ._ .
_e , weoc . = o UCDEE U d
, . . . , , , , , , , , , , ,. . . .::tn -
00'21 00'01 00*8 00'9 00*h 00'2 00'0 (0) NOI188313338
q 11I1li
- - : - _ _ . - - ~_- _ - - ~ :.. . :_ - ~
. ,5 i a H .
S e
/
u E , o I.
,4
- G . /
1 u o n 5 ,
- 9 _ , ,
E 6 . e T R 9 . , n U 2 . 3 o G . . 0 O l I F
=
. N t
a v A e n4M R 0 P . o E " 0 Z
, s W t .
,2 E 05 . N 0 ,
u I V E
' .X .
, n 20 nT olR u 5 .
e 6 s
- 0 i
s N0 . S O4 nD4 T I0+ . . A0 , V . E
,0 b L0 1
nFSE i+ ' E0 . ,' 3 1 0a . . ._
,9
_ 50 _ R 8 ) DRC D , Z N0 H
- ) ,
R _. ,7 0 2 O E E G2 ( . _ ( i N I D00 L . 4 3 6 M G B0 S Y E N Y T f , C M E l R0 H .
,5 N A0 - . E a
L . I1 T . U I L00S A . Q
,. ,4 X0 E .
E W U A - - :
- - N
,].,R
, F G
NG O I
= .
.';3 INLT W
DIOC . LPBE 3 IMMR . . 0 UAYI . - . i 6 BDSD . . 9 . W 1 .
. E + ,
CP
.R S .
j _ 72 N D A . I . ECBN , W HN TI LD
,G XI IMTI .
FSAT O . 7 0 RA I O _T : EE GEMM . , 2 WR NS/ N W I TD , C 6 . F M8 SD N M9 UEDU , . l 6 . Ou TEO . 8 Cl AADR .
/ 0 /
u T X RDRG. W
+ O RO TPO - >+_ .
l .;
.. - fl /
E B. ECUCS . - u B + _. EA T + ,9 O L O. P) R I
~ ,
r . GP S1 B. T" E D/ _
,8 T 2 1 PDNR . ~
~
, A 1 .
PNA + ~ f ,- D I .
~ 4
,7 .
N( F . 5 . . P LO . .
. 6 O .
EE { , 2 N . lSDT . ,1 7 1
,6 T
EAOA - _ 8 O CBMM , - 0 L J P _- ~ : - - _ _ . _ . ~ : _ ' : :5 I oo y, n .-g oi oo 0tn* o, oan. 8g
\
a
~ Z0~ TugLUu L
l t
M M M M M M W W W 7 R R D R C GILBERT /COMMONWERLTH.INC. b w P.O. BOX 1498. RERDING. PA. 19603 l ENGINEER: l REVIEWER: CEl-PNPP SPECTRR USING FIXE 0 BUILDING:RUXILIRRY BLDG NO 30 ELEVAT10N:652'-0* FIGURE:30-NS BASE (ND 11 UPDATED SEISMIC DAMPING -- 0.0100 0.0200 0.0300 0. 0t100 0.0500 o MODEL AND RECORDED T/H RT BASE SYMBOL -- D o a + x 3* MRT OF R/B RS GROUND MOTION DIRECTION: NORTH-SOUTH (1) ZPR = 0.2820 G 1 o: o. _.4 t_ _.1_ _ t w , _ . . . _ . _ _ _ . ._. _ o: e~
..______7 + L j _ _ _.. _
g . _
- i :
f .Z O .g
~ cu : :
_ _ _ . . _ ~ _ _. g . L1.1 Lt. : : og-U.q e }_ _.l.__. 7 .
- o. ,
3'- i -
. . a. . -
- A:
_ [ o: o i , . . . , , , . . . , ......... . ,, ....~ ~ g 5D . ,6, , .7, , 8, . 9"3 0" . . . ? . . , . ? .2 . . . . . . .3. ' , . . 4, , 5 6 7 8 9 10,,,,,,... 2 3 4 5 I JOB 265 DnTE: 04/04/86lFC 2:07 i FREQUENCY (HZ) Isneu RuN soevntN Onre 09/09/86i PLOT NO. 38 , m-
{.... .. . ........................ .... ................... .... . ... ............. _ _ i i i i f . i t iii l i it i iI i f .I a e iit iii t i i iit i .,t i ,,. I "
- l O
m 1 ; j -
- N
& =
l . 3
> s. J _ . - .. , ..
_g O 8 O - . -p N . O m .
,, g -
W - -
! l -
N m cc -- _m e D O (D ( f C . - L - o : ! : z
- u. . . a et . C 4 c : : 8 e o o_ . i, m y aomo N p !. . g ,
w . i !' . 5
> -8. oX e
- . l .
0 W No - 7 1 W - - w m
.. o rA Zo - -
VJ 0 :r' *
-o4 N L 2 cr o l
> . i -
d 1 Jo ,. + I.. ._. _.. M. Wo .
}
I l 1 1 4 ( -. -(y) 4 W N me i I g r --! l -
-o -
N [ o ; j
.. zo - 1- & - .
-m E-O w x o m - l -
eN - i z ooO _.J .
* +-- .i &
l l -e p d G3 o . z .,.; () li >- c \ cr o u [ , _tn Z I co
~~ >-
l c.
\\
g D _J o g cc - \ . O
- . w _y xo >
W I D .
- h. . . CC CI l ..
.. l l 2 O o - .
20 ~
* -1 llbM I
-gap ,,
o-oO - J Q cD w m - E I CC y[ _ o D c >- - . y cD o W o . . I g u a. a e t ; 5.Q wuoz I x- o rz -r-- . j l . s t r; u. m e r- . i n a gg - o i N WW O LLJ Z Z - . 2m =@s I h, rm Wo r cn DwaD Ho Z 0 C C2 P- w a . -C CCoC y
-x cc o e O .__... _._, . _ ,
ir o co >= CL o . I i ~ N WE QQQ@ k l l m . . . . _ . . . . .. . , . . . . -
-c7) O
. cu - cc -
, i -
.........._j..
i o W Q Q. @~ d. -+. }.-.._ _g QN I I i $ m cL o z cc
! l l ;
o m..= ct z e + _.+- . . . _ , u..... p. 3
== g. "
i 1 ; e . f& O CL _.1 o I l l I W LLJ 4 _ . . . _ . . _ {. .... p.. . . . _ _ _ _g weoe . , , : m o o g
~
uorr ; ! l
, , , ,, ., , . .. , , ... ::tn -
00*21 00'01 00*9 00*9 00*h 00*2 00*0 (0) NO I168313336
llL r n n n n_ n T ~ r E K m A U Q AR G 3 H T N T R C E I D . M A P L I E S U D E B E S E M D N T R O A O P I D C E SE E M R R M Y R R E R O T R OL N M E P F l 6 8 9 M 1 M M - Ml 1 l l ,
-m i i n s t is s il ia n a f a f i n n i f s i f a f . . .f m i n s f m i s i l .-if . . .a _
. g -
. j .
co
. . N ,
2 . i W _.__.d__. _......i_. d + . . . ._.
.y C '
= i c .
i . m = O , ; ! , C
- j
.. Co LLJ -
=' C D 4 C
_.. { > .
.m D - . , O o . -
i .
- Q : '
- e LL. . . x
- 11 . .
C
= >
. C 5 o e
W
- a. . ,
. m
- N .---.--.__--E N -
e 5, 8 .
- l, N -
I I
- I -
~_- W (7) - '
- P e (T) - i -
cL g m . i i m
.. O ! -
_ zo . l . M E - ON . l .
-O+
i
. CC i
.g
; L._
- O . _2 . _. m .
WO .
- d. . . _ .
c73 2
, 7 .
g O -- l i CD - i ; N
.. O c- + -r. E =
m O w 7 w g . . W
=== g Og . 4... + 4 _g 2 o O r
l >- i U
. a .
z m ! r '
.E. w . . . _ . . . t _
-- myZ m 3 O 2 . .
" O I . .
De - . . D -'"
- O g cn s . c o -
CD C W . .~ -- r . . cc .- LL. I i **
.. i=
- - g !.
O O .
, . =
*E ~ I- -m
_[ O-ou - - _.s a. m w : : m -rrm u . . _ o 3 C >- - . .
- m CD O (n O . . -E
~
__ - _. ; , m
.e ~
- U Q. ;
- _
z . .
.o -
zz . . s
> = - g _i ao . ,e .
g -
;. gg - CC **
ww w- . . ~ ze mu u
- g. e w cn CD CL. W m
-m
~
Im . . - E ci t/') Y. * - D2 O T .O * ' u- wwo O m . W
= )x X (n 0
-=z
+' . _ . _ .. gl -* C eD .
i W g m, u, O - . _ . . _ . _ . . _ . i _ .L .@ a
.-_......._7 JD wg i l
' l . ,,
?
"g A' Q W LL) . , . . . . . .. . _ . . . ... . .I i ._
,. g W ' dL
-c . ;
i e m m a. 3_ O
,i I o goyy 4 ...p._._ + __+. _m . _
==-O , e -
_w
- c. crc -
4 v i <n o 1 i . g
. _ . . ~ 1 __....+..~ .J _e
- co - u !
wrww . , I i . m D
? u ts. tn ct j d.
l j _Z
. = . . . , , , , ,, , ,
, ..... . . . . . , . . . . . . . . , . . .: :tn -
02*I 00'l 09'O 09'O Oh*0 02*0 00'0 2
. (9) NOI1BW313336 .
5 di 1_ -
GILBERT /COMMONWERLTH.INC. CORREspoMDS To _T.B 2-l w P.O. BOX 1498. RERDING. PR. 19503 l ENGINEER: l l REVIEWER: : CEI-PNPP BUILDING:FH8/IB ELEVATION:599'-0" FHB AND IB (FIXED BASE) FIGURE:10-EW : DAMPING -- 0.0300 0.0500 o SEISMIC RESPONSE SPECTRA SYMBOL -- c) O N : RECORDED EARTHOUAKE DIRECTION: EAST-HEST 13) ZPR = 0.1318 G : i :
- I .
- o. : -
- o. :
._ u ._ . m_ ! , * -
T-"'~~'-4 ~ ~ [ . o: m_ i - I i .
-g - -
7
+ -- - 4 , +_ _ l I l :
o
;__ t i
~~-t 7 ; j .
o g: '
! i
~
~m :
w.
! i i go _
. _+._ v. ,
.+
n i i
.X.- _
CC : ' uJ - : _j - - uJ ~ i , - C U - : i ! l U5J _. j _ i _ !. .. .._ ._ ' l l l co. ; t
. .._m__,
.. i. ... _. _ _._
... d. _ . .
i i . i . i -
! l .
i . o: l N_ ! i : :
*_ 4_ .j___- 9 __ 4 ._ .
..._,__.4
, _4. ..
l l ! _ i
' ) :
_ t - o_ 2 . i
- o. , _ F J .
{
- gG . , ,
,.....y ,
5 6 7 8 9 l d . . ................,,...,...., 2 3 4 5 , 6 , , 7,,,,, 8 9 ,ld,, . ......,......... 2 3,,....... _ 4 5 l JOB 124 unTE: 04/04/86l FC 2:07 I FREQUENCY (HZ) PLOT NO. 12 isReu Run soEveoJ oRiE: 09/04/esi :
5 1 i e ! t 1 a $ a 1 A ! t 1 ! t A E ! I a 1 k 1 1 I E ! E a a 1 h 1 a a I 1 3 1 a ! Da 1 a ! t I a E 6
- l W
- j CD ,
(n _y C
. +
i O. !
. m :
O o P I - - a L, .. co - l
- W W- !
C CC 7 - ..-..1--- _ 7 - (r) g c3 . . ,
- O: : e :
w j . c . n c .
- i .
g , C. ; o , C A . ! - M . l y
- N .---._...m + . N .
W - ' l a , l
- O . . . e ,
> . - y J W g .
b D - v, tn .
.. O I
20 - O P- ~
-O 4 ,
CO .
~
~O I
j .
' p :
;O . _ . _ . . . _ .
WO l l j .._ }r i . r . . O* <] i i \ , g I l l O . - 2 __. E m_ . l l N . J...__. a l _3 I
,, e . _ _ . .
w C O - W I N ! 2 OgZ W --
,. + -(D y
a e.e . C O D . L.) z o W _1 . , . _ . _ _m yZ I 3 O 1 . i . O Z -
. C CD *-* >-- -
-OgC .
_y O s . O % - - . . g I CD C Z 9 . Z
. C LL. i i s.
g
.. I t 2 .
O O - h
- I t + -+ t. .fr)
O-Ou -
~
.J (1. CD W
- m - I E CC O D C >- - .
W CDoWO . I c,p -
.a
. . t ! n .
N
- i.
yg k . Z . I - a f
~
.c ".
Z p .Z . F ll - O ao mo a g1 - N WW LLJ >=. - I I 3E Ou ~ CWW Y 8 z ., co a. w . W I cr1 to E f o= u-0 wwm C .
.D =m XWO 4 . ll# o rx -- _.. . - . .
4-me ~Zr . j i ! . A gm gC , , , _ _ , , , _ , . , _ , , , _ , , . _,,,,4 _ , , _ , , , , ,, ,, ,,4 i 4r
, e t t " a
.J o.
- WC
- j i ! j [
W cQ CDWW . - - . - . - - - - . - . - . . . . . _ . - - - - - . + , - - . . . . 6 -m l: l . b y m a. gayy "CO .
.._._.................-_y..
, _ . i..
5 o - ZZ-O I i '
- v QCEC
~
l l ., E i O . . _._ _. ~ J - _ _._ .._._ . . . . . _ .. - . L . . .. ..._j .e
= =
wzww ! u u. W C
. i
- tn -
u 02*1 00*I 09'O 09'O Oh*0 02'O 00'0 (0) NOI188313336
GILBERT /COMMONHEALTH.INC. bob b P.O. BOX 1498. READING. PA. 19603 l ENGINEER: lREVIEHER: ; CEI-PNPP BUILDING:FHB/IB ELEVRTION:599*-0" FIGURE:IO-NS : FHB RND IB (FIXED BASE) DRMPING -- 0.0300 0.0500 : o SEISMIC RESPONSE SPECTRR STMBOL -- 0 0 : RECORDED ERRTHOURKE DIRECTION: NORTH-SOUTH ill ZPR = 0.1466 G : o: o_
.i
. L_. _% f 4__ -___%.__. 4 , _
.-*- ! I___ _ __ - .
l l-o: o- I i p_ ,. . , _ . ., m , +___,... . . _ _ . _ . O : w , l . 7 _ j o g- ' l , ~m 1--- -
- ! 4 -
Cro- . :
! t
[ _ ! ' i l : uJ - l i i ! uJ : i i > : ()o-
! , l ; ,
! j -
- _ . ., .. i _..___a___.__.._ ,_. ._ j . _ . _ _ _ _ . _ ._ _._; . _ _ . _ ; _.. .. :
{
; 1 -
i ! : r ! ! , _
, j o_ i I , . :
- m. ; I i j .
._ __ L_. __L#_ ._ ___.j__._.. __._.. _;_ __ _ . _ . _ .._ __ _ ; . . _ _ _
i
! i : ! . .
! +
i ! 4
- l
. , t .
- o. ' I -
o.,
.r
! i
, ~,
___ c l l . gy , , , , , , , , ,.
,,, 0,,
.g. . , , , , ,..,,.,,..,,,.,,,,. , . , , ,,, . , ,,,..,,.... ,
5 6 7 8 9 0 2 3 4 5 6 7 8 9 'l 2 ,,,,,,,,,....5 3 4 ; l JOB 12'4 DnTE: 09/09/861FC 2:07 l FREQUENCT (HZ) Isnew nun soeveo; onier ou/ou/es i PLOT NO. 8 ; E _
y__ y GILBERT /CCMMONWEALTH.1;'C. *
' s P.O. BOX 1498. BERDING. PA. 19603 l ENGINEER: lREVIEl4ER:
CEI-PNPP BUILDING:FHB/IB ELEVRTION:599.00* FIGURE:10-VR : FHB RND IB (FIXED BASE) DRMPING -- 0.0100 0.0200 0.0400 0.0700 : o SEISMIC RESPONSE SPECTRA STMBOL -- 0 O a + . N RECORDED ERRTHOURKES DIRECTION: VERTICAL ZPR = 0.0999 G l ! ! - l 9 l ,
, . . I i' -
! i i -
t ., i j I a: { { j
- o. l <
- i -
_......_._p__
._..._7__...__... +._+._.._.. . . _ _ _ _ A . _
1 4 i .
! i i l !
i l I l ; , I o' i m- . ! I i
-._ _ _ . . , - , _ _ _ . . _ _ _ _ . , 4 ___..._7...____4__,._. __..t._...__. ____._._+ _ _
{ __ _._ - L3 - t. i j i - 7 ,
~ *
; i l
+ Z I' i 7
- 0 - 0 !' .
*-* m : l !
F-- * ._ _ , . . . _ . . _ . _ _ ._ . _ . _ . , . _._____.'..__._._L_ 4_ f __
.._.-_.._._+ _ _ _ ..;___._ _.i..-.. _
CO-_ i , i l j j i
! ! l l a- : j
; . ; i uJ - ,
j 3 _j - ' 1
, I i i
uJ _ . go. ' l , . U . . _ _ , . _ _ . . - _...__..-.5 ._.___._..__.....__1 ...__.4_._ i ._ L .L 1.. . _ -. . _
~
co _ ' i t ;
. l !-
- s .
- + .
! i c: ~
N. > j i ! i
*_ _. . _ a ._ ; . . _ . . . _ _ . . _ _ _ . . . _ _ i y.___-___ ! . _ _ _ . . . +1 . _ . _ . . . . _ . _ _ . .
]
U I j i i I - l\l 4 i
/
I
/ j t j -
o: o- _ - _ i i t j i i i
*M . . . ....i. . . .T. . . .T.........; ...i..... . ; .
l.,,,g , . . ..... ,.........,,... .... 5 6 7 8 9 2 3 4 5 6 7 8 9 2 3 4 5 : l J08 18s ORTE: 03/03/861FC 2:07 i FREQUENCY (HZ) isReu Run s0EVARR DATE: 03/01/86l FLOT NO. 16
m M M M M M M M M M M M M Mj GILBERT /COMMONWERLTH.INC. 6
- w P.O. BOX 1498. READING. PA. 19603 l ENGINEER:
- l REVIEWER: ,
CEI-PNPP BUILDING:FHB/IB ELEVATION:S99'-0" FIGURE:10-VR : FMB AND IB (FIXE 0 BASE) DAMPING -- 0.0300 0.0S00 : o SEISMIC RESPONSE SPECTRA STM80L -- D 0 : S RECORDED EARTHOURKE DIRECTION: VERTICAL '2' ZPA = 0.0999 G : ca . '
. t o:
to . _a_
- . .__ _.4 , 4 _ ;
i , . t o: r. u.. 4 t - 4 4 , _ .,___4 __ o - ; - Z - - O o ~ ~m : ! n ._ : . co-cc I - _l j
._r _
tu i . g _ - Lu : : O - , - O g? ._ i__ _ __. . ._. _, _. : c' ~
~
j di 1 4- - 1 o:
- o. : :
. r.- -
5 - T e g 5 ' U g I 5 ' g
'O ' ' ' ' ' ' ' '
't ' '
5 6 7 8 9 0 2' ' ' ' ' ' ' ' 3' ''4 5 6" 7' ' 8" ' 9' ' L'10 2 3 4 5 : l JOB 124 DATE: 04/04/861FC 2:07 i FREQUENCY (HZ) isnew nun soeveo; onTe: 09/o9 8si i PLOT NO. 10
a a A ! t i e a l a a A ! f R R 1 ! R a 1 a ! I e a ! t I a ! E a E t I t a ! A R R R ! I E E M! A A B , l !
- e ; i m .
' ; j - % .
2 . l l C W . _.. . .. p p i .y a i O. j ; f . m . m . i o .
.. m- j ,
W m- - C C O ._ _ , m . I 0 . . L o: : e c l C e il . > . w I C - . o , C 1 . j . m . y
- N . - +.- 4 - - _ . . -+
-N 7 D
e w - s E
~ D .
I > . . w o .
. T ,
c N -
- a. ,
- g ,
@ . l . m .
.. o zo .
I ON ~ ' l
-O+
W . . CO .
> .O :
W ! f I '.- JO . ..+ L f . WO . i { 7 . l_ .. 1 .. . + . .m ', C4 O
'\ .
-m-I N :
.. e . . _ . . _ ,
r r . -m wI : c w o - l l j - w m 6 i i I z Og y ..._L.. . . _ ..g , a o + . ; U
*- m ,
Z
- 1 W . . . ,.. +
T i ..tn y C 2 . , . . I CD -
-oD*
CD H 1 . l ll 4 _.y O O N . C .. . __.... _-..._-._.4_ . CD C W . C I I u O
- e. I 1 Z i ..
o J 1 r . g l
=0 - . . . . _ . . . _ . -.
Ip .m
-=a- .
I C-0U - a J CL CD W . m - r r cc . ip . o D C >- - . W CD Q th C . m i , , I
- - l 5... , . _ . 1 l .. .N
.e "
um . l
.z e I
ed . IZ . , 3 , o 58 ag -C C . i ,. N" ww WW - 2m my ' y , I CWW 6 rm CD CL W . Im mr .Og k D :P Q C - y" WWD
>< m O .+.
6
- 4. . ... llg m
C x - I co ~=I ; m
; I ,
wm M. WCW
._ . . _ .. p c
1 j .m o , a o. mC ' l l a .m W c a. CD W W . [..~---.- .
"E l l i I . c ce
& CL. O
! l l l o ma gncyy . . , . . . . p......-. . . _ . - - 4.. + 6 .
ZZ"O l
! . $d W
QCIC . l i - z. I mO , _ . . _ _ . . . . . . . .. . .. . . . . _ _ . _ . . . _. -- .-. p . . .......J. .m WIWW . i
- go uWme ,
,. . . . . :: tn -
Oh*2 00*2 09'I 02*I 09'O Oh*0 00*0 (0) NO I168313336
I
. f t ,t . ..t ... t , t , t ..t . . . . t. t . .t .
g _ w . D .
. . s .
3 . . 7 . w C
. - - - .y l i c . . , .
o
- m. . .
.. m - - "
w m . - T O , g c 3 N . i O c = - -
- ~o : : ,
I
- u. .
l
. o il C I : # : >
(f) c c= a. W m y 8 N -N I e 2 m . . ,
- 8 . . cc
$ C ~ "
o. __ N . , . e D m I z . . C. . LO - . :
/g C a w > . .** *
*"F uJ l :
4,. J ..._4_ # W . .
-.(y) .
O b Q . r-l
=CO m N
l E T C O O
- +
' + r : w .
w m m_ . j - O w i OO Z + - (.D e o r >- . C Z m . I .E. CD m
- O g CD O
O w 3 P I
.u>Z y
C O : N = C . CD C uJ . .- 2 .
= . CC
- u. i
.. I I 2 P
g : O O ". ". . 20 -
.m
- Z J >-- . ,'
O~OO - J CL CD LLJ , e m - r r CC . i b . _ o m cr >- - I W CD C W C . . m .
- l;
.c
. 2 . :L _._._m .
~
T
- UL 1 :
2 . -
"I2c*
o 3 .
$3 gg C
- CC
) . C '
ww uJ >- - N" sc mu ~ a
$, CW ,
w . I co CD Q.uJ . . - ' Em WE $ : o :r C cr . -
.O I (" WWD '2 .
lK m O Q rx CO WZI
+
I {]# *
. l . y wm u. O *- i ! o .
ED
- t cc i T .L. . "CD .
d C. mC - l ! o n. cD w w .
; . -m W :
"C .
t i ! c m* m CL C ! ( i i c -* CL c y w e -+ + 5 + -b a Z Z.-.C ! ! # * ' w CL C r CC $ I I f.D O l *
, (D *-* U 1 ,
g *
- wrww . . g o:
U u. W CC , g, .
. . , . . .. , , , , , .., .a u> -
I 02'I 00*I 08'O 09*0 Oh*0 02*0 00*0 : (0) N O I .I.U B 3 1 3 J J U : . i iii.
. , , , I i t , t , ,if . . t . ..t . ,,t ...f .i .f . >a I - i aii.>
gy) e co
. s D -
2 , r -
-:r s
i O . !
. m CD .
C
"".'* (D "
I W N -
~
w C CD . C 3 - . j __ .
' -(v)
. O g , - .
- O : e t
. i i . c 11 .
- C C . a C CL -
o O g - rw . .. -.. I w O -
-- N g W .
o
> . . cc w o -
2 { _c N - 3 - Q-c tD I
~
. O
.. O -
ZO - CN ,
-O4 H . .
CO . W IO
.o -
+ - - - -
_+ - WO . 1 1*' O 4 - d -. g)
- o ._
-m ,
N .' O t, - -
-m I- . :
e O w N i
$ CgI H
-(D o O m .
l i z W o e o '
. . , LO :.__ 2 0
O I I.. .-- [f) w CD - H - l - D *
- O g Cc -
i - O s . C - a CD O Z . -:r y
- I .
C
- u. i .. -
l
.. I t Z
~
. u_
O O - I O -
.Z. 2 J > .
_.-(v) O-CU -
~
J Q. CD W m - x r Cc . o D C >= ~ . l > - - W CD O tn O - 1 - cn -
.c .
ll-m W4 . I
.z . -
.o
- Iz -
WJ "c3 C - O MC **' T Il-ww W >- -
- N 2 cc (n y y, C W tn CD CL W
~
. y w
I to . r cn to r ur o O C - E I wwa -O m
)x CC X (D C
~ZI
_+ . l # G i ! l LL O >- m W CD. c2 -gC
, #, [. _, - g) c3 d* myW wC -
l l Im og W
-C e
-CD Q. O
{ . c e gayy . . _ , . - . - . _ . . . . . . . . . . _ . i O N j r. -b ZZ-O , i Q. C E C . co o Iv i "O"U W=WW U1WC to C . ._ i i j l _ ;._ +_. -(o m b, o _ 7 6 Z i , i i;i , , , j l@ I ig , , ,i. . iir i i - 1 5 i . . i i g i e ii: i
;i i iiu Oh*2 00*2 09*1 02*1 09*0 Oh*O 00'0 (0) NOI168313336
M M M M M M M M M: GILBERT /COMMONWERLTH.INC. O M E w aN M To 26 L2 l
< 2 P.O.80X 1498. READING. PA. 19603 l ENGINEER: l REVIEWER: ;
CEI-PNPP BUILDING:FHB/18 ELEVATION:620'-6" FIGURE:18-NS : FHB AND IB (FIXED BASE) DRMPING -- 0.0300 0.0500 : o SEISHIC RESPONSE SPECTRA SYMBOL -- El e : N RECORDED EARTHOURKE DIRECTION: NORTH-SOUTH (I) ZPA = 0.I876 G : o' l o._ j- + - 1 +-- 4 + -
~
o- 1 m: ! : : - g_- 4 i_._1 [
+_ _ .
a~ Z - - o - - -8: : i F- ._ EO-t- t-I t t l [ - tu - : t1J _ l 00- - UC t + -F A , go. -
. I 3 !
- o. I _
, , i -
l o .. , , , , l.,,,7,,, . . . ............., ....,.....,,,,4 . .u . . , ........., .... ..... ; 5 6 7 8 9 10 2 3 11 5 6 7 8 9 10,,....... 2 3 4 5 : l JOB 124 DATE: 04/04/861FC 2:07 i FREQUENCY (HZ) isRey nun soeveo; oAre, oy/oy/esi ! PLOT NO. 14 -
g g g M M M M M M M w h G1LBERT/COMMONWERLTH.INC. P.O. BOX 1t198 READING. PR. 19603 l ENGINEER: lREVIEHER: CEI-PNPP BUILDING:FHB/IB FHB AND IB IFIXE0 BASE) ELEVATION:620.50' FIGURE:18-VR o DAMPING -- 0.0100 0.0200 0.0400 0.0700 N SEISMIC RESPONSE SPECTRA STMBOL -- 0 e a + ' RECORDED EARTHOUAKES DIRECTION: VERTICAL ZPA
..=.....
0.0927 G o: O. .- 1 ; _.7_ , ._.1 ~ 7._ _.._.,._ _q__.4 _....._n . o:
- m. ! -
o_ _ . _ _ . , - F -- -l go - t,
* - - * ' - -- I -+ I +--------
1 Z - . 0 - ~0 e:- f-- . i_ ._. ! .. ...j. _ .. c,..._. I ( ( - cro-
' _. [.... . #. _.
, . _ . . _ . I
.._ l. ._ -
; i f .
~
j [ : , w - i _J , t . W O: ' - LJ , - ! I i i {. _ . 2.._ _..L._.. : __ l l j f__. 3. _ _ . _ _ _ . _ . . . i - i l
; j :
o: l l - OJ. ; ; I : i :
..__-,__..__..__. 4
; i ! .
4 7 g _.. ._ : _ ..; ._ . . _ . . i !
. m l
j ::
- 5. -
=-
i'+a o5- ' 6' 7 8 9 o i''''i'i ' i i i '''' 10 2 3 4 5 6 7 8 9i'l10'i 2
''i
3 y i
s l JOB 185 DATE: 03/03/86lFC 2:07 i FREQUENCY PLOT NO. 28 (HZ) Isney Run soevnRR onTe: 03/oi/8s i
M M M M M M Ml . GILBERT /COMMONWERLlH.INC. OORR Es PoN DS To I8 3. 3 l P.O.80X 1498. RERDING. PR. 19603 l ENGINEER: l REVIEWER: : CEI-PNPP BUILDING:FH8/IB ELEVRT10N:620'-6" FIGURE:18-VR : FHB AND IB (FIXED BASE) DAMPING -- 0.0300 0.0500 o SEISMIC RESPONSE SPECTRA SYMBOL -- a e : S
, RECORDED EARTHOUAKE DIRECTION: VERTICAL (2) ZPR = 0.0927 G :
o . . . . . ....... . ....... .... .... . . . . . . . . . .... ...... .. .... .... f e o: tn . :
- _ . _ . . . . - - . .- . ~ _ *
+ , ., . . - _ .,,
f I
- I i !
~
I f' '
~
. e o i :
m Y.
- o. ._4 f
'4._ p ,. ,. ,
7 .. 4 e z- i : : C - o
; j l
m:
; i -
i F- ._ _ p._ _ ... _ . . 4... ....._, ... _ ,j i CEO- , j i l ac ; ; l - w . j ! , t . _j - j i w : ' . og-i ; r -
- o. __ _; ._....
I -
. . i .
i
, i -
i ' o- - i . :
. t g
g_ . .._ ?__ m 4 y. 4_._.. :. _ _.; p 7.7 , 4.. . . : i '
+ 4
. i' i :
l -
; i .
c: ! j -
- o. or, e .
0-- ,
.o . . ,,..............,,........, . ,
5 6 7 8, . 9, , ,1 0 2 3 4 5 6,.,.,...,10,..................,.........5 7 8 9 2 3 4 : l J08 124 DRIE: 04/04/86l FC 2:07 i FREQUENCY (HZ) isney RuN soEve0; onie: 04/04/es i : PLOT NO. 16 -
t . . . t i..t i , iit i t .>i.t t .it ,, , i1 iit
. . i , i . . . . . . i
.g . . g .
e m 2 8 y +_..... + y y s e O . l ' . m o . ! O M - i
.. N I " "
W T - CC CD , i , .. _gr3 C 3 - . ; ; . g o . - t - j o
- : e '
- u. x I
. . l N . .
C.
- n
=
u. C . ' - cs ,( c CL . j en y
- N .
---.4.- -
-N o
I 2 w . . 2
- W . ! C
> . I i
i w y - t - _c m - I - A e O
. (n '
I
.. o :
go . O P- " o4 . CO I i
- i -
W : 1
*C
)o .
l s...._.. .i . . . r y l C4
- - . - + , s- 4 . "-m
. I O I =(D -
I N
., o . ..
7 1 3 I- , e o - l - w N i ! E OO I 1 . . _ _(g)
~
o o r . I >- z m U d W - .- r ., -- .
._ mZ e 2 .
j . y o i . i D CD - P- - l -
-Ogm -
i l - O s . C 4 4 y I g (D O W - .
- r . L . [ ;
La I I *. i l .. I 1 Z
" " L .
l O O - ZO
-Q-Oyz a "-- > .
4~ F--d l J CL CD W " a m - r r Cr i o DCW- . I W CD C W Q . $ I @ - ' ~ .
.__+ _ .
, p . . .N
.C *
; j UA {: j i I
2 - i -
- . l i
.o -
I Iz JC C - I C ag - CC l l >- a ' ww WW - l
- N '
2C my " y [, CWW " w
- rm CD CL W . , . -
Im (A X" i W
- O& C C .
t . km (" WWD I l a ww XWO . _..--....i ,_ . . . . . . . . . + 9 jl# C CO w m,
-u,.Z 0,Z- .
i I i M e m . _ . . . _ . . . _ .
......._..7.
_m , do gg . . W o0 CD W W - . - - - - - -. --i.--..- -----..--4------ ----.-.l -(D l
-c 1
! e w.
m Q O , i I o W1 *.
. goyy . _ . . _ . - _ . . . . , _
. _. 4.. . . -
_ 4 .. .. ZZ"O I l
$_o* .
l v aCrm . z. I i mo l 1 i ! CD.a U
- p. .e *- '
WIWW .
! O C umme <
, m a
6 ' i ' i ' i i e' i ' ' ' i ' 6 ' ' i ' 'i'E O ~ I Oh*2 00'2 09'I (0) 02'l NOI188313336 08'O Oh*0 00'0 -
M m M M M M M M: GILBERT /COMMONWERLTH.INC. CoRRE SPoN DS To ~I B S -I ! v P.O. BOX 1998. READING. PR. 19603 l ENGINEER: l REVIEWER: ; CEI-PNPP BUILDING:FHB/IB ELEVATION:654*-6" FIGURE 30-EH : FHB AND IB IFIXED BASEl DAMPING -- 0.0300 0.0500 : o SEISMIC RESPONSE SPECTRA STMBOL -- El O RECORDED ERRTHOURKE DIRECTION: EAST-WEST (3) ZPA = 0.1842 G *
, y a y v v v v v v v v s a v v v v v v v i y 5 .v . v v . .v v v . i . y e a y v v i . v . v v v v i . v . v e v y v v v v v v v j
- 4 i
o: o. l 1__1
.____._ _ u i4 _
_ _ ,__ . __t _
! l l : :
o: : m_ , !
.__.y._._._ , .,. + + } __. .
O .~ i . z - i ; o . i .
~O:
H-i
+
cz- o _ T _._- 1 . a- l 123 - : : _.1 11J : ! g, 0 - : j i . o: 1 - m j . o_ C -___.t___ { hi .
+ :
c: o_ _ . : y,,. .,y ,v v v v v . .v . . . v . 3 ,.v v v a.. 5 , . ,,,e y v a v . v ...,,.. 3 v .s v., ..v v ,.v 5 . 8 9 k d,
. . . o u
5 6 7 8 9 kd8 2 3 4 5 6 7 2 3 4 5 : 1 JOB 124 oATE: 04/04/86lFC 2:07 l FREQUENCY (HZ) Isneu nun soeveo; onier ou/ou/es i i PLOI NO. 30 ;
l 1 i f i t iiiit i it iii i I ii ! I i a it i i i i1 ia if n i I ii
~
I l
. h, ". O.
j i - % D . l \ Z . - _ . . . . . . . . .. . ! -.... . . . . _ . .- 7 .y C i e . .
- e
. m O .
I O M i l' ,
.. N -
W N - i i j C C N . .. .[. C D N
,.g t . O c . -
I -
~ O '
c I C u. C Q N . j i l f 1
=
x C W 0 m PQ . . . . . . . . _.~4.. , . . j. i .g 4 w O - 1 i
- W . j ! l 2
m W y
- 2 CC
- W " i r =
Q. g W I
. l' 1
. m
.. O -
ZO - i - On l
-O+
& e I CO i i W
,,,,) O .3
, . _ . . _ . . . . + . _ _ . . 4 % . . _ . r=4 WO . !
l l q g . I _ .g C . _ . _ . 1 L_ .O _ i ! l l - N c . . _. 4. , 5. 4. 7 I e O I
.h W
- l w N i i .
O O ~I
.. . ... . . . . . . . . . . . . .._.. I . O . .g O O O .
; ... f n 2 o .
U M M , .
. . . . . ,. . . . . . . _ . . . . . . ..., w . _ . .g 2 O i O
r g
.I l -
CD - . D
~OgC -
O I s . O . . + =y CD O Z - g I . CC w1 i .. .
- e. t i2 *
- L O O '
I ZO " . . . . . -
.....p..,.,
=== Z J W =
p .,. . .
+ .
,.g C=CU -
l
; a. co W : ,
I : m -rre . ! ; O D C >= = i I W CD O O C . 6 . CD I e t 1 l -
. . . . . . - . . . - ... .-4 .._..,...._.._...._..y._., . .. 1 gg m
.m . ; i.
UA
- I l
l
.z.
ou ' t 3' Z - t N
)O aa -x ll- -
I ww W 0-- *
- N 2C OU y
[, CWW
~
w Im Q1W - r cn y) lr" (
- o=
- 0 C . !
-b I
u~ WWD t
! l ! m
-x xmo . , ..
.r ,......_1._._._...-,...; .. ._ _._. g y o G* O =2I .
{ j wor i { . m W m. m ~gg - * * - T -' -
- - - - - - ;'- --'--**-4,--- -G e
.a o.
WG
- i ,
IN L3 A. Q a, O y y ZZ-O CD W W
-m O
e j l
..i. . . . . . .
l l
-03 pi.
W e o G m
- a. c r e , , ,
f Iv e. z 1 OO . . , .. ...._;......_.... l . CD - y t i _& g >= WIWW . O C u u. m m l ;
, a, g ou.,
oo,.,,- o v e ., . gg8 . gu o go ovw (0) NOI169313338
m M M M M e M M M M M M - GILBERT /COMMONWERLTH.!NC. CO R A E SPc r4 DS To 2 B 5-7. [ w P.O. BOX 1498. RERDING. PR. 19603 l ENGINEER: lREVIEl4ER: CEI-PNPP BUILDING:FHB/IB ELEVATION:6Sy--6" FIGURE:30-NS FHB AND IB IFIXED BASE) DAMPING -- 0.0300 0.0S00 o SEISMIC RESPONSE SPECTRA SYHBOL -- 0 0 j m RECORDED EARTHOURKE DIRECTION: NORTH-SOUTHill ZPA
. .. . . ..... .,....... .... .... . . . , ,. . .... . . ...=.....
0.2222 G t
~ -
- o. ; !
i o- ; 1 ! , i -
-_y _(
(, _y_ - _ _ _ _ . l i i
; j :
Q
- m. 4 4
._ _w_ _ o '
. . I f o :
i i 5 z -- , ; i
- o . . ! !
l .
~O: #
! ! i- ; :
_ _ _ _ , __. q_ q_ q _, ._ 4 ._ _ .. ____t _ _ tr , LLJ , _3 - - Lu : i : oo. ;
- l .
y- r - of m_
- i
} .
o:
- o. ,
. . . .. ,,, .,. ................., ...... .. . ,,o .n . . ..... .........
.,1 0,.
a5. 6 7 8 9 10 2 3 4 5 6 7 8 9 2 y 3 .........5 : l ace 124 onTE: oy/oy/86] FC 2:07 l FREQUENCY (HZ) Isney RuN soeveo; onTe: 09/o9/8s 1 i PLOT NO. 26
- l D l
git BERT/COMMONWERLTH. INC. w P.O. BOX 1998. RERDING. PR. 196o3 l ENGINEER: l REVIEWER: CEl-PNPP BUILDING:FHB/IB ELEVAT10N:654.50' FIGURE:30-VR FHB AND IB (FIXED BASE) DAMPING -- 0.0100 0.0200 0.0400 0.0700 o SEISMIC RESPONSE SPECTRA STMBOL -- 0 e a + N RECORDED EARTHOUAKES DIRECTION: VERTICAL ZPA = 0.1193 G i
, i _
o: o_ 4 ; 7_.... . _ , _ _, ,_ _ _ _ _ , i ,
.i i ' i
- 1 0: i
- o. - ,
- g-O
.- ~
p t
-.; _ p
_4 . ._ 2_ _ _ ,. _ , , ( t i l - 4 l ! e l z- ' 0 -0 l , ! m: ; : , - i ..._j.,___._ . , _ _ _ { ,._ _ ., . a- -
. . i : -
u; ; : ! i 1 _J '
+ 1 -
u3 _ , LJ O ~ l l ! , LJ ~. ' g- -- .- , _.-.!______. . ____._.n. l _ _ _ _ [ _ _ . _ .
- 4. _
' ~
f $ - 2
? -
v ,
' I -
J - 0 - t i : i t i ru , , g_ _ __ ; _
., _ p._ __ _ _ ;
4 3 -
- 1 . ,
; ; e 4
~ t i ; :i o: ! , i j -
o;. . : ,
=
t i 0 s' ' $ ' i ' A ' A ' \ do ' ' ' ' ' ' j ' ' ' ' ' ' ' ' 's ' ' ' ' 4 ' ' ' 's ' 6 ' } ' s ' 6 ' h di ' ' ' ' ' ' ' ' j ' ' ' ' ' ' ' ' '; ' ' ' ' d ' ' ' 's i aos ies onre, o3eo3essi ec 2 o7 PLOT NO. s2 i FREQUENCY (HZ) isneu auN soevann onte: oseoiess i
M M M M M Mi ( GILBEP.T/ COMMONWEALTH.INC. CoRRESPbN DS To 18 6-3 ; v P.O. BOX 1998. READING. PR. 19603 lENG]NEER: l REVIEWER: ; CEI-PNPP BUILDING:FHB/IB ELEVATION:65tl'-6" FIGURE:30-VR : FHB AND IB (FIXED BASE) DAMPING -- 0.0300 0.0500 : O SEISMIC RESPONSE SPECTRA STM80L -- 0 0 :
- RECORDED EARTHOUAKE DIRECTION: VERTICAL (2)
ZPA = 0.1193 G : g_ . .... ... ... .... . . . . ........ ......... . . .... ; O.
- ID .
._ __ _ ._ . r__ *
;. _ . 9 . . _ .
_ _ _ + , , . _ . . . _ { ___. . i j l j - . i ,
- O: l l .
N - 7i --- ,
, y - .-
~
_ 5 (3 - - 4 i Z , r i O O,
- I i
M- i F-
- _,_~
,L .L. +
gO ..._ __ ; '
. _ . _ ,.. ,. . _ . +
i f m . ! ! : : Lt ! - l - _.J - w ~ ; ! i -
- l l L)N .- 2
. ! i i .
- _ . . - . . . - - . -......_i___._____...._._.. + .__
h_+_ _ . _ . _ . I t
, i l -
! i l -
O: i i , ) i
~
- 5. . _ . ' _ _ . __ _L _ _. L_ L. ._ _ ___.._i_. +. ,_ i__+ p._. , _ . _ _ . .
f
- C3 .
^
i j i .
. i '
i 1 + 1 : - i i _ . t i ' O- - - I O. _ _ , . , or . ..,,, ..g . . . . . ............, ,........, . , , 8 9,,,'1 0,.
.g. l,., , .
5 6 7 8 9 10 2 3 4 5 6 7 ................,.........5 2 3 4 : l JOB 124 Dn'E: 04 /0',/86l FC 2:07 PLOT NO. 20 i FREQUENCY (HZ) Isneu RuN soeveo; onte: 09/ou/es i i
l . T g _ e c I 2 . s w _ _ , . _ _ _ _ . - - i. C
. e . ; ,
.y m > - m w ,
. o w e . . ! !
a C . o
- f'
~. 3, ... m + j C
.m 4
e . . o
- o . -
- u. : e I
in . . e
. . e c . .
m e a. . l' . o y
- N -
,.N m
w
- m . '
2
> . e w .
e n 1 o - m g
.. o I
. m 2o .
oS - i b= o4. . , Co . I C ao wo
=
l
+_._._-._..-
i
._. a -_. -
_ + __ i .
-a
~
x-.
- 7 7 -. - _m o l- i -
.i .
_m - l l \ - N
.. o m. a_ . .__<
e w o . _s 2w w m t oe z _, _ _, y _e >- o
= a w. . i m i .
U
.$ w i
.e Z o 2 .
- . . ~ _ . .
L _ o i . i 1
. ! ... y m- e- . .
D
-oem s . c i
t , O I me w . __4 -
/ _a W x .' .
- u. e i ..
. oc
.. i e2 -
- g e a . l ze - l .
I
-=a- .
.m o-ou . ;
1 a n. m w : m -rrm . : o D C >_ s . .
= memo .
I m !
- i
. l r .
.e 6 _ . . _ . _
-....-.. .._6,...-._..... ..
..N Ue >
r ' t
.=. , ;
i i .
.o l t
zz . DE me -m c . ww w- . , , i . o.- I am mu i
. ~
$, CWm -
a u. Em MAW. l E Em OM l . - I. W os a c.
- y~ wwm i .oa I
ww eO
>< m O .
~ZZ.
'.- _ . . _ . .- .._i - . . ~ 1 - - _ . . jp m
a
- wm u,. o - j i M
g 4
. - - _ . . . . . _ . . , . . _ . . . .. .i......_.._ ,.@ e
. OC i e a. aww. , - =* '
IO ' O. gayw. Zz
-m o
- o. _ _ _ . . .....'..
.....i_
i _,.._~_L. _e 3 w e C G3 v c. c r c - O i I mo. ....__._.;._..._ .. t . : ou . _ _e . wrww. i m o-UAmC ! t ,
! l E d
,,. . .... , .. , . ., .:: m -
I Oh'2 00'2 09'l 02*I 00'0 Oh*0 00'0 (0) NOI188313336 :
i M M M M M M M M w GILBERT /COMMONWERLTH,INC. Co RRESFbNDS To ~f 8 8 - 1 . i P.O.80X 1498. READING. PR. 19603 l ENGINEER: lREVIEHER: . CEl-PNPP BUILDING:FHB/IB ELEVATION:707'-6* ^ FIGURE:45-EH FHB AND IB (FIXED BASE) DAMPING -- 0.0300 0.0500 . o SEISHIC RESPONSE SPECTRA SYMBOL -- O' O : . N RECORDED EARTHOURKE DIRECTION: EAST-WEST (3) ZPA 0.2461
. . , . . . . . . . . . . .. ......... .... .. ., . . . . .. . . . . .. .......=..... .........
G , o:
- o. :
__..r_.#._.._.,_.._.__e .
, _ _ _ _ +_.___ ;
o: 00 I
+_.__L_.__p _ _ _ _ . _ _ . _ , .
go .' 9 _ _ _ .._4 , _ _ _ _ _ . _ _ . _ Z I ~
~
O . !
*_ .__.y.-_ . _ . . . . - . .- . - . .
+ .L g + n .-_ __ . _ .. - - . _ . _ - . __ . -
cc y .
. j .
J - , W . !
! i i , . L. ._
- _._......L...7 . .
.___. ._i_.___. ,
i i f :
' , i i ,
' i o .
1 N. j i i ' i
..4.__._.. __1___i _ . , e .;.__._.
._L___..._ ._ _ q _.__._L___- -
i . .
. f .
- i. -
o: .
.h O -
g -- , , ,,, ' ' ' ' ' '
,.y 0' ' " ' ' ' ' ' ' ' ' ' ' '" ' '
l 't ' ' '
5 6 7 8 9 10 2 3 8 9 '10 4 5 6' 7 2 3 4 5 : 1 JOB 124 DATE: 04/04/06)FC 2:07 l FREQUENCY [HZ) isney nun soeveo; Dare: 09/09/es i PLOT NO. 36 i
m M M M M M M M GILBERT /COMMONWERLTH.INC. w P.O.80X 1498. READING. PR. 19603 l ENGINEER: l REVIEWER: CEI-PNPP BUILDING:FH8/IB ELEVATION:707.SO' FIGURE:MS-NS FHB AND IB (FIXED 3RSE) DAMPING -- 0.0100 0.0200 0.0400 0.0700 o
- r SEISHIC RESPONSE SPECTRR SYMBOL --
0 e a + RECORDED EARTHOUAKES DIRECTION: NORTH-SOUTH ZPA = 0.2383 G . cy _ . . . . . . ....... . ........ .... .... . . . . . . . . . .... . ....... ... .... c: - o. g _._ _ t _ _j_ . . _ . _ 4_ e _ . .. . . . . _ . . . _ . . . .._.4__. . ___ . ; l 1 o '_ (D . l I m o - e_ _.p.... .. 4 L f_ ._ _ d _ . Z ~ ' - O o ' i H ._ _.
- a. _ .. . a , L.. _._.4._.._.#..
l E -* - l T l . LL) . y _ ! LL) . l 00: U_ _, I 1 . 4 ._ , i l' :
...7... .
co.
- 4 _ . . . _, ._ _ . . . _ . _ _ _
I o' .
=r :
i .I p -- .1 - . . . .
..-......4. . . . . . _ . -, .
. N l ai i _ # 1 i 1
g:5 , 6, , 7, ,,,i," 8 9 id T
. ?....'T.........,,...,....,
2 3 4 5 6 7,,,.,,kd, 8 9 2 3 4 5 l l JOB 185 DATE: 03/03/86] FC 2:07 l FREQUENCY (HZ) IsAP4 RUN SQEVARR DATE: 03/01/06l [ PLOT NO. 80 .
m W m W W GILBERT / COMMONWEALTH.INC. CO R RE.S F6 M C>S Tb Z 89-2 { w P.O. BOX 1498. READING. PA. 19603 l ENGINEER: l REVIEWER: l CEl-PNPP BUILDING:FH8/18 ELEVAT10N:707'-6" FIGURE:MS-NS FHB AND 18 (FIXED BRSE) DAMPING -- 0.0300 0.0S00 o SEISHIC RESPONSE SPECTRA STMBOL -- O e
" RECORDED EARTHOUAKE DIRECTION: NORTH-SOUTH (1) ZPA = 0.2383 G g, , . . .
l ( _ - I o: o. nY o: (D . y* '
?
Z : O _ o
~m: :
lg__ + + -,- __ [ : : tu _ _ g _ Ld : : U@ - U ._ _2 _ _ To - - o: 3.
- 5. ' * -
o: o- . fu, , , , , , , . . , 0 , , . v . ,............, ,........, ,
, ,..,,l. ,.......... ,,,,,,,,
5 6 7 8 9 10 2 3 4 5 6 7 8 9 ,,Id,,,,,,,,,2 3 4 5 l JOB 124 ORTE: 04/04/86l FC 2:07 l. FREQUENCY (HZ) Isne9 RuN soEve0; Onre: 09/09/e6 i PLOT NO. 32
E M E GILBERT /COMMONWERLTH INC.
' 2 P.O. BOX 1498. READING. PR. 19603 l ENGINEER: lREVIEwttt BUILDING:FHB/IB ELEVATION:707.50' FIGURE:45-VR CEl-PNPP FHB AND IB (FIXED BASE 1 DRMPING -- 0.0100 0.0200 0.0400 0.0700 SYMBOL --
0 e a + o SEISMIC RESPONSE SPECTRA ZPA = 0.1558 G
- P RECORDED EARTHOURKES DIRECTION: VERTICAL .... . . . . . ....... ......... .... ....
g_ . o_ t o_ c
... . _[ 1_ .m +
N. o: o- 1 l Q -. . Z : : 1 O - :
~a m:
F- .. a .- .. - g . - ( L1J - g _ : L1J : - ! U@ - - 5--- - g'- - -4 J.
~
l o -
=r .
y- + /. -
-- -+
- g-_
~
l si _ u '! 1 . g... 5 6
,,,,,.-z 7 8 9 10 2 3 4
....1 5
6 7 8 9
,;10, ...... u2 3
4 s l (HZ) Isney RuN soevnRR ORTe, 03/Di/e61 l JOB 185 OnTE: 03/03/861FC 2:07 l FREQUENCY PLOT NO. 82
m m mm m m M M M M M w GILBERT /COHHONWERLTH.INC. P.O. BOX Iy98. READING. PA. 19603 CORRESPOt4 DS To 16 6-3 l ENGINEER: l REVIEWER: CEl-PNPP BUILDING:FHB/IB ELEVRT10N:707'-6" FIGURE:45-VR FHB RND 18 (FIXED BASE) ORMPING -- 0.0300 0.0S00 o SEISHIC RESPONSE SPECTRR SYNBOL -- a e RECORDED EARTHOURKE DIRECTION: VERTICAL (2) ZPR = 0.!S58 G T - o: o.
+ - ~_ -
o:
- m. :
m *_ _ a o. z: o . I a . ~m W *-: : go _ _ -- CC : : LU _ a . g _ _ Ld : : 0 0 - - u .: . Eo - - o - Y _ __ / \< ~N/
) _
%3 _
o: o..;. . - 5
..,,a 6 7
.t 8 9 '1 0,.
2 3 4 ....5 6 7 8 9
.10,......,,.............,....-
2 3 4 5 l JOB 124 DATE: 04/04/86lFC 2:07 l FREQUENCY (HZ) Isneu nun soeve0; DaTe, 04/04ee6i PLOT NO. 34
l t c . E K A U Q AR G H T N I T R C D i E L A E P I U S D E B G . E S .. D N . N R O I L O P D C SE
. E R R Y R N
A H R O L E O
- R E
P F L U F 6 8
- 9 1
l l
mm M M mm e mmM M M m M M M W W M GILBERT /COMMONWERLTH.INC. w P.O.80X 1498. READING. PA. 19603 l ENGINEER: l REVIEWER: CEI-PNPP BUILDING:FH8/18 ELEVATION:S74.83* FIGURE: S-EW FHB AND IB (FIXED BASE) DRMPING -- 0.0100 0.0200 0.0400 0.0700 o SEISHIC RESPONSE SPECTRR SYMBOL -- 0 0 a +
- RECORDED ERRTHOURKES 0IRECTION: ERST WEST ZPR = 0.1029 G a . . . , , ,
o: tn . g-
+ .. n -. -
+
o:T. 1 . g_. . ___ ___ __ _ z - ' - 0 - 0 . m- i . g f ___. 3
. i 1 j_ [. _ . __ _ _ . . _ :.
g - - uj - -
._J -
i . uJ - l : 00-U i ' g_ 1 -t
~
.t- -- +-- -- e + - -
- l .
o.
+ -
I g: y ;
- )
+ 5 .-
i _ l i _ l o- - l a:.:: - l , , a , , . . . . . ,,........., . . .
....,5
, , ,8, 9, ,,1 0,.
5 6 7 2 3 4 6 7 8 9 1 0, . , , , , , , , .2 . . . . . . . ,3, , , , u4 5 l JOB 185 OniE: 03/03/861FC 2:07 l FREQUENCY [HZ) Isney nun soevann Onie: 03/0i/8s i PLOT NO. 12
M M M M M M M M M M M M' M MM $ M M M GILBERT / COMMONWEALTH.INC. w P.O.80X 1498. READING. PA. 19603 l ENGINEER: l REVIEWER: CEI-PNPP BUILDING:FHB/IB ELEVATION:S74'-10" FIGURE: S-EW FHB RND IB IFIXED BASE) DANPING -- 0.0300 0.0S00 o SEISHIC RESPONSE SPECTRR SYMBOL -- a e
- RECORDED EARTHOURKE DIRECTION: ERST-WEST (3) ZPR = 0.1029 G a . , . . . . ..... .,....... .... .... . .
o: ui_ d . o_ - T 55
* ~ -
zi
~
o .m :
~co : -
*~ -- --
cc LJ _J - L1J : - U - : o .. ) - co; {
~
I . o: -
}
- [
si.n o i.i.i,i.i
. # .g . . . . . . . . .
I
.,,,s
'10,, , , ,
5 6 7 8 9 '10 2 3 4 5 6 7 8 9 2 3 y l JOB 124 DATE: 04/04/06]FC 2:07 l FREQUENCY (HZ) Isney RuN soeve0; OnTe, 09/09/esi , PLOT NO. 6 L
m m m em mamW W W W mamm m w h GILBERT /COMMONWERLTH.INC. P.O.00X 1498. RERDING. PR. 19603 l ENGINEER: l REVIEWER: CEI-PNPP BUILDING:FHB/IB ELEVATION:S74.83' FIGURE: 5-NS FHB AND IB (FIXE 0 BASE) DAMPING -- 0.0100 0.0200 0.0400 0.0700 o SEISHIC RESPONSE SPECTRA SYMBOL -- 0 e a +
$ RECORDE0 EARTHOUAKES DIRECTION: NORTH-SOUTH ZPA = 0.1799 G ru . - ' ' ' ' ' ' ' ' ' ' ' '
o: o. 2 .
+
1 r 7
+
1 : o: o.
.. t__. l w".
2 - o c. ~ <u : : H . J _
. . _ . . . . . . _ .__ __.__j__..._ _
cr . . a- : : Lu - g - _ to : : og:-
- o. j .__ _
, ._+ , . _._, _ , ,
[ l . a: { :
- r. .
g .. i 8: . _ i i l 1 - c..5 6 7 8 9 0,.
. . .....=..........,.........
2 3 4 5 6, . ,7. , 8. ... 9 ,1 0, . . . . . . . . s2 ........,3 4 5 l JOB 185 OnTE: 03/03/861FC 2:07 i FREQUENCY (HZ) Isney nun soevann onTE: 03/oi/esi PLOT NO. 8
MM Ms M M M M M M M M M \ R O V GILBERT /COMMONWERLTH.1NC. Co 8RESPb N DS To FIl - 2. w P.O. BOX 1498. READING. PR. 19603 l ENGINEER: l REVIEWER: CEI-PNPP BUILDING:FH8/IB ELEVRTION:574'-10" FIGURE: 5-NS FHB RNO IB (FIXE 0 BASE) ORHPING -- 0.0300 0.0S00 o SEISMIC RESPONSE SPECTRA SYMBOL -- O e RECORDED ERRTHOURKE DIRECTION: NORTH-SOUTH (1) ZPR = 0.1799 G j o: a. 1 i 1 o: m. g g_ g . __ _ j Z . . O .a l ~m: W *_ _ co. . 0~ : : tu . _ g _ _ to : : o - - o .: ; co. . , o. .
- edR w
%g4 :
si ~ _ .. # ft: . ,, , , .a
.,.I . . . v....T.......... .... .... . ., .i. . .
l 5 6 7 8 9 l0 2 3 4 5 6 7 8 9 10,......................,....5 2 3 4 l J08 124 DATE: 04/04/86lFC 2:07 i FREQUENCY (HZ) isneu RuN soeveDa DaTe, 09/0u/8s 1 PLOT NO. 2
M n n n m m m T. r m( L a GILBERT /COMMONWERLTH.INC. P.O. BOX 1498. PERDING. PR. 19600 l ENGINEER: l REVIEWER: CEI-PNPP BUILDING:FHB/IB ELEVATION:574.83' FIGURE: 5-VR FHB AND IB (FIXE 0 BASE) DAMPING -- 0.0100 0.0200 0.0400 0.0700 o SEISMIC RESPONSE SPECTRA SYMBOL -- e o a + , RECORDED EARTHOURKES DIRECTION: VERTICAL ZPA = 0.1055 G o:
- o. l
. I 2 + + ~ t--4 -
-+-} t
- o. .
CD . .
* +
go . . Z : 1 o . l -
~m : :
Qf- 1 - 4 r - cc : . La . - g . - tu : i : go.
~
-r .
O _. __ _ l cr o ... . t . l :
- o. .
N. j -
- g. . - -- -
i 'w c: :
- o. _ - _
g:5 6 ,.,,,."d...T. 7 8 9 I
...T.........,;..
2 3
,,....u 4 5 6
. . . ,..i 7 8 9 k d,. . . . . ...,.........o3 2
4 5 l JOB 185 ORTE: 03/03/861FC 2:07 l FREQUENCY (HZ) isRe4 RuN soevRRR ORie, 03/0i/86 i PLO1 NO. 10
M M M M M M M M M 'M M M M M M M M M M
~
GILBERT /CDMMONWERLTH.INC.
' a P.O. BOX 1498. READING. PR. 19603 l ENGINEER: l REVIEWER:
CEI-PNPP BUILDING:FHB/IR ELEVRTION:574'-10" FIGURE: 5-VR FHB RND IB (FIXED BASE) DRNPING -- 0.0300 0.0500 o N SEISMIC RESPONSE SPECTRA SYMBOL -- O e RECORDED EARTHOURKE DIRECTION: VERTICAL (2) ZPR = 0.1055 G
}
o: o.
+- _
o: (D _ ' m *~ ' o - m z: o O- _ m - ggq . t . _.___ p EC : Lu - _ a - .
- ua :
' UO:
U g_ ___ 7 _.r + -- o: l
- m. :
+
o }
~
i l - 1 ai _ # i gn '" _
.........m .... ....
6,,,.,,,Td,,.r..,,T.,.......,.... m 5 7 8 9 i 2 3 4 5 6 7 8 9 ld,,,,,,,,,2 3 4 5 l JOB 124 DATE: 04/04/86]FC 2:07 i FREQUENCY (HZ) fineu RuN soev80; oRies 09/o9/86 i PLOT NO. 4
M M ~M M M MV GILBERT /COMMONWERLTH.INC. w P.O.80X 1498 RENDING. PR. 19603 l ENGINEER: l REVIEWER: f CEl-PNPP BUILDING:FHB/IB ELEVATION:620.50' FIGURE:22-EW FHB AND IB (FIXE 0 BASE) DANPING -- 0.0100 0.0200 0.0400 0.0700 o SEISHIC RESPONSE SPECTRA SYMBOL -- B o a +
$ RECORDE0 EARTHOUAKES DIRECTION: EAST -WEST ZPA = 0.2034 G
ru . ' ' ' ' ' ' ' ' ' ' o: o. g ._ t . + 4-- - - o: to . m *_ . _t 4 g w ., .- Z : ,o - - l ~o m: : l F- . - l q~. . [ : : LLJ - - _j - bo o .: _ .. _ : Eo- - l : : o: :f' . I
} _ .__
o.
--e #.i J[ :
t
,!....'.....T ...',,....,
i I - ! I I c .. . . . . . . ,
,,.7 ,. . . . . . , , ,. , , . . .
. ;1 0, . . . . . . . , ,2 5 6 7 8 9 10 2 3 4 5 6 7 8 9 3 4 5 l JOB 185 DnTE: 03/03/861FC 2:07 l FREQUENCY (HZ) Isney nun soevans onre, o3/oi/86 i PLOT NO. 42
mm m m m mM e me me e a mmma m GILBERT /COMMONWERLTH.INC. C,OR RES Po N OS To Ff4 3-l w P.O.80X 1498. RERDING. PR. 19603 l ENGINEER: l REVIEWER: CEI-PNPP BUILDING:FHB/IB ELEVATION:620'-6" FIGURE:22-EW FHB AND IB IFIXE0 BASE) DAMPING -- 0.0300 0.0500 o SEISMIC RESPONSE SPECTRA SYMBOL --0 0 N RECORDED EARTHOUAKE DIRECTION: EAST WEST (3)
. . ... . . . . ..... ...=.....
ZPA 0.2034 G o: o_ , 2 + - o:
- m. j Ed.
~i i Z -
c o- , ~m : ! : g_ , j L._ + 3 m : : w _ _ g _ _ W : j : yo . j i - U:P.._ ,
~
l y- - a ' Co. -
~
N )
' * * ~
} .
- c. s - :
g-,,,,,,.,,,.g. . . . . . . . . . . . . . . . . . . . . . . . . . . , . , , , . ... , 5 6 7 8 9 '10 2 3 4 5 6 7 8 9 10,........,............,,....5 2 3 4 I JOB 124 DRTE: 04/04/e6lFC 2:07 i FREQUENCY (HZ) Isney RuN soeveo; onTE 09/o9/e6 i PtnT NM. P4
mae mm W W m mW m W W W W M W W W GILBERT / COMMONWEALTH.INC.
< a P.O. BOX 1498. READING. PA. 19603 l ENGINEER: .
lREVIENER: l CEl-PNPP BUILOING:FHB/IB ELEVATION:620.50' FIGURE:22-NS FHB AND IB (FIXED BASE) DAMPING -- 0.0100 0.0200 0.01100 0.0700 o SEISMIC RESPONSE SPECTRA SYNBOL -- 0 0 A + 0 RECORDED EARTHOUAKES DIRECTION: NORTH-SOUTH ZPA = 0.3713 G g . . . . . . . o: o.
+ d ..._ _ + .. 4 ,..__._4 f __., J 4 _
o: o. n . - + . _ _ _ _ . __.s _
} _._ . .
o Z : o a_ _
~o : :.
-.__ , _ _ . _ . . ___ L.___ .
oc : - tu . .
~ , -J ?
tu _ _ U - l U ._ 1 t . . C"- : o: o_ N ~ ~ Ni a: __
==
e -. J, :
, , i
_ i g ... , ,,,,,,,. 8 9 T10 'o ' '''' '' ' ''' '''' ' 89l10't 5 6 7 ''2 3 ' ' ' ' '1 1 5 6' ' 7' ' 2 3 ' ' ' ' 'lt 5 l JOB 185 DnTE: 03/03/86lFC 2:07 l FREQUENCY (HZ) Isney RuN soEvnsR onTer 03/ot/06 i PLOT NO. 38
WV W n FU~ GILBERT /COMMONHERLTH,1NC. w P.O. BOX 1498. READING. PR. 19603 l ENGINEER: lRFVIEHER: ~ CEI-PNPP BUILOING:FH8/IB ELEVRTION:620'-S" FIGURE:22-NS FHB AND IB (FIXE 0 BASE) ORMPING -- 0.0300 0.0500 o SEISNIC RESPONSE SPECTRA SYNBOL -- 0 e o RECORDED ERRTHOURKE DIRECTION: NORTH SOUTHil) ZPR = 0.3713 G g . . , , . . . . . ..... ,,....... .... .... . o .' .' ID . . N. . o: o. l
;3nt t Z : _-
o g. -
~tn : : :
._ +. . . , _ . . _ , t __ . _. .L _ -_
[ . : w . . J ~ \ w . - U - - U .: ..._.. , , cr . [ j _ l . I : :
- o. .
LD . .
~~~'-+
~
T ~'-f f N- . l a m 5 6 7
, , , . 7 . g .
8 9 10
. . m. . ...m..........,,..l....,l 2 3 4 5
,,,.,,,,;10,.,,...,,..,,,,,,,,,..,,..,,-
6 7 8 9 2 3 4 5 l J00 124 DnTE: 04/04/86l FC 2:07 l FREQUENCY [HZ) Isney nun soevoo; onie, oy/ou/esi Pl GT NO. PO
__ t . . . . I . . ..t . . . . t. . .1 ....t ... t ....t . . ..t .. .t . . ..t . . . . t r, i .. g _ w w
. . s c . .
C
~
> -, -g
- t o . . m N . .
O N - -
.. (.o ] = W ::P -
e M D . . s .4 C _ D - .
. o o . - .
~ o : : e
=
w - i . e C n - i . w C . . o C Q. . . m yy
- O N ? . , _m ,
W
. i .
3
- = . . c
= > .
w o - - l r c N r a.
, i g O . i . m
.. o -
=
zo . . ON " "
-o4 CO
."O W
., I O . i ._ . ..
-M WQ . . .
- P !
Oq
- O
~ -
3 O l- i.- _ Co , N
.. o e ---+ 1 --m I
- C O i w w m - -
=
w z Og r 4 . _ , _ ,_ __g
- . p e
z o . . (.J w c _ Z o u . .-m y o CD - & . . D
-ogc N . W O
q + . -2 CD C > . . I . . 1 uI I .. g
.. l g z O - .
m 4 OO
- z ; r"'"
-. -+ -
l F
.-fr) " Q-cy -
( .
~
J CC CD W i m -EIC l ll - , o D c >- - . . m W CD C (n C - . cn -
.e
* + ll-N
_ UL
.z. .
,e . .
e2 2: . . S O
.J o gg -C ll. **
ww W e- - - N E -
=c g, .n u eWm - - a m
Im CD Q. W . . r Cn m lc W o :P Q C .O * (~ C N 2 WWD
.- x xmo _2 . . l p.~. o me -zr .
l . A u o k-w m. -CD e l CD -gg ? ri a o.
- tn C
- g w
- e. mWW __+. ,
-Co a -c .
c e , m a. o , i ! 0 2 CL C u W + + + +- -b zz-Q W
- m g v a. c r c -
.= ,,,mo i . - - 4 -e m o WzWW v u. m c y t . .
. ..,. . . .. . . . ........ . , , , . . .. , :: i.n - = Oh*2 00*2 09'I 02*I 08*0 Oh'O 00'0 (0) NOI189313336
E E O E E E E E E E E E E M E E E E GILBERT /COMMONWERLTH.INC. CO RRE sfb N DS To FH 3-3 w P.O.80X 1498. HERDING. PR. 19603 l ENGINEER: l REVIEWER: CEI-PNPP BUILDING:FHB/IB ELEVRTION:620'-6" FIGURE:22-VR FHB RND 18 IFIXED BRSE) ORMPING -- 0.0300 0.0500 o SEISHIC RESPONSE SPECTRA SYMBOL -- 8 o N
, RECORDED ERRTHOURKE DIRECTION: VERTICAL (2)
. . . . . . . . , ZPR
,..=......
0.1346 . ,, G o: o. T b o:
- m. :
go - _ Z - - O - - .-- go - - W. ' go . . C : : LU - g _- _ tu : : o - - o .: . _ co - ;
- o. .( ,
Ni _ w p c: : a.5 . 6
. . ,,,.,.7 7 8 9 10
.,,,,=,,.,,.........,,,..
2 l 3 4 5 6 7 8 9
'10,,,,..... 2 3
4 5 l JOB 124 ORTE: 04/04/861FC 2:07 PLOT NO. 22 l FREDUENCY (HZ) isney nun soeve0; ORTe 04/04/es i
l l l il c 7 r o l r n _ n 7 s u n u E K A U G m Q AR H T N I D T CE R L I U m A E P S B D E R E S O D N T m R O A R O P E C E SE N m R R R E G Y L R O E R OL S m E P F E I 6 D 8 W 9 1 W
, , , , , , ,, ,,t t . , ,i9 t,
, , , , , , t ,, ,! , , , t , , , , , , , , , , i g _
. i 1 -
e
. t i Q - o
. . s 2 -
W _ i _-y x j c: I e C . ' W
. l .
Cl
.. c) . l 4
wl W m - . M, c- Cn 1
-.m cE I l; I
3 c . . O . - , , +' g
- C i
- c::
- u. . .
el, c. 3 il . , i . Qt
- C .
, ? . ci c
w s O o L . +
! . er 1 N . - . . - a- _- - N I
- QN 6 i . E w . .
' C I C
> .K . l , .
I
- i i w - :-
c oo c, i
- N -
1 J c t.C .
/ . et
.. o i ; -
20 - i i I C=
-O+
CO y
-C O . ._ . __
m . __ ___.
- /.. . ._ _
_m o -C3 I
, i !
N
.. o - - += - N T c o N :
w N - - w I I 2 O
- C* C >== bi c WC (n . . .
y Z W W = f 3 .
.' g 2l '
Wo 3 . i . y' CO - - o -. >.- . , i ,
.O . ,
C 2
-m 0 g (C .__ . -.
./
+
_::p LL g . 4% 6E : : ze -
.m o .Z _Joy>-- . =
J CL CD W m -rrC . : , . - c3 *D C >- - . . . O CD C LD C . j . CD . I
- i
. g
. 2 . N
.c C .
i - uc _ ,
- i z CO i
t l
. c.
I C
- CZ CI .
3
- ~ ]~ WQ .
i . c cc > s ww J C - M 3C W CC j u!. I g, O tn = - w re CWCU . ; . C r en r- C i er >- 2 W . -
.O E y" 3CWC !
1-* r-
>.- x WW .+
B .-. ". cc 12W . , j l l . S' C3C~C c-
- 4. . 4 -m
- i - a
. C3 L = >- i !
W t.3 a. >-- C ,
-C3 .
. * - .J Z . . c m CL - C c
LCWW - r , .
- -S ,
Z W Q LD ; , E W CL CC - i m i . O C3 ,. - . _c
-CU C W>WW .
' i .
UCCC ' I 6 e s a 3 4 g & 4 5 g4 h E M g a g 3 L I g 3 4 4 g 4 g is I g 4 i l 4 g& B g g 4 5 09'O OS*0 Oh*0 OE*O 02 0 OI'0 00*0 l (0) NO Ilb8313330
i.. I i t . 1 < i t ..,,t ii t .. t . . .,t . t , , .t .. . t . . . g _
. ! i e .
e l
- ; i 1
! . N l
' 7 m . 1 y [
I
~ _
C . e C! J i . , CD . ! , . O -
' ~
"f .l
.* CD , g[
w m . + . ; .
!I C
C M ._._...A
- 1.
.- Cr') c .j 2 - .
ll C . -
- o ; 5 , : C w , l . i . =
C I n " t 7
. y
.. C .
. c.
m c c c. . ; i . y N s O N . - - - - . . . . . . . g( - g
' o y CN 3 I
'O ' C
.X
~ .
; .a w ' !
- r c oc
! c.
N - 1 c C ; . m
. i ,
I
.. O -
20 -
, , i C- -
w o4 f CO , I
> - + i -O w ,
I JO .._..t.._...._....... _. WC i - i . p _(y) Ch - - . - - - - . - . . - . - - - - - . - - - - - - -
-m -
i f N
,, o _ . . . . . . , . . . . . . . -
; _ a - r% I G: C N I
l - w N - - W : O g >, . ._. - . .. m. _..__
.z . == b c CD C D .
. 3 2 CD C
" m . -
. . . . . - -Ln g' Z wo i .
Co = . r ; O- r . t
-.C
~
= o e c,. r
_, .i g I CD C 2 . 8 ..
,. m .. : ,.
A j E C O - j ' ZC - .. ; -cy) I
= _ _ _
-ZJ> .
C-OU - , i xN J c. CD W e m - r r CD .
! 1, o D C )- - .
I e CD C O C . 4 l 5 C1 4
~ !. . ,
~ _
_m 'i t
*C C . '
l u n. . , ~ I $. " ' CC
.a O - *
- Z C .J .
WC C-
)3 cc >
- i l[ .
- b" '
ww C i I J - sc w Co
. u!
j w g, C W Z P- . I ze owCU , . z Cn 2: ~ C
+
i C 03- WDW - t , ! j .Q I u- ; , m e= z e: 4 , g z-* -.
)x CC ZW CL 2 L.L
, , i .
Nl e y* CD C " C . . _ . . + _ . (7) C,l a j, C, - i o a. C CL ,=C> CC $
.. J Z '
, c.
m CL ~' C
, f# C. l -
c_ a w w .
' C ZWCW . e w
i m.. I CL C: C i l . C CD -_ r
-CU , C!
W>WW . 5 UCCC i r
,, . . .., , , ; , , , , , . , ,,,,, , . .:; Ln -
I 02*t 00*I 09*0 09'O Oh*0 02'0 00'0 (9) NO I168 T13336
<D ee e e e e e e e e e e e o e ') e o e e e ee e ee ee e ee e e o e e o e e eee e e * * *
- e ***********************************************
- I 9 I 1 I I I I I 1 1 f f I t a U T E I I I I 6 i i i i i
f - c
- m;
[ s,.i-
) -
C . < Li q c. l C. Ci CD [ I G
.. m* - -
W N. C 2 . . . _ _ . . _ _ . _ _. ._ __- ;-. .__ ._ . . . _ . . . . . . _ . . . . _ _ - . . - . - . - - . . - --co - $;I p . o .- g [
~
- O' .
r
- u. .
C, II . - 7
=
g
- c C C C-CL -
4 -
*l W C N_ . _ . .. -....r.. -.- - _ -_. . -N !
(gD P'* 31'
~
- Cl
> .' O.X - .
4-y OO " ' [ [ _ N CD
~
c: W
.. o ( -
Zo - 07 . ,
==. O 4
[ P-CC
. t
> . -o
[ W e,,J O WC M e
._..a_...-.
. . . . . . . _ + . . . . .
- r- -
--.u..
- -- - * - - - - - + - - - -
.L f
-Q O4 .
f . Q . ._ -4_.. -._ - 4-.. . . . .* .- - . . . = . . . - * * * . * - - - N [
,, o _ . . _ . _ :
. . .._ - 4 . . . . . _ . _ . .. _ . _ - . _ _ . - - .__-
-r* . *I-C C .M w g -
$ Og _..e _ .- . _ . _ . _ . . _ . - - - - -
+
-c,o > -
[ . . O @C . z e a , l'. C _
-m 4.-_
Wo u.
. u._
e Cm o .-- . [ o- m . f C 7 n m WrY" .
. W . . . . . . ._.. . _. . . - . . - .
-r s
CD C > . ' C-o . I . b,, Q l I .* s [
..I 1 Z i -
g o . ZC - . . . . _ - __ . . _ . . - -
. _ + . - _ . _ - - _ - .
-cr)
L
- 2 J >-- -
C-OU - I CL CD W [ m -rrc . , ; c 3 C >- - - D C3 O tn O - c,n
=
[ U n. c 4 2 c _ . . . 4....._.__..-.6
~._..b_.--._-..+ - - = = , . - . . . . . . _
u-
. cc ~
.O Q
== Cy
[ IC WO - llh cc > - d* ww a e - y 3C W C3 C .
~
6 C W Z P- [
, ~
rm OWCU - t r cn I- C $
- e s
C2 >- tn w . .Q = y~ sn c 2 Cc 2W ; . __ i ._. -_ . . .i
.~-l7 {
% x _
CC C2u . e
' C y C, CO Oc"O 4 _ . . . .. . ._ ._ _ , - - . _ .
Q a o. C CL ".C pC p- co i o a. . .. . . _ . . . _ . . , _ _ _ . . _. . . . .._-. . _ . - - c-
== J E ,
O A CL - C '----- - - - - + - - "-- -b CL C W W -- 4 ----- - - - 2000 i w c. ec . t . O C3 .. .._ 4 . . .
...._.,.y.- . _. _._--_.L - _ . - - - -
-c
""* O U C W > W >--
[ vCec - =c i i , , , , i , , , , , 4 i
, , . . 6 i
i i i . 6 6 i iU W - Oh*2 00'2 09'I 02'I 08'O Oh*0 00'0 Im NOIIHW m 11H
. .... .. i., . . ,
.m i . _
. . e
+ , ,
x
; . s
=
1 . _ _ -_ = . w _
, _ . _ . _ . . . _ _ . , . _ _ . _ . . _ _ . _ . _ . . . . _ . s e
I i e . 1
' C w
.. - . , w w m. 4 qt .
e m . . _ _ . _ . _ . . . _ . . _v .i
.-__. _ _ _m g a - . ,
e . . D : e u. o: . i , -
. e
- i. .
. c, w
I c .
. a e
. o y em ,o o m a . i
_m ,
= .
m w . . c
> .i e.x w
. e m
._e ,e o.
e e . m
.. o ,
=a .
o =- -
-o+
- . . i 4 -
co ,. 4 -o I ae wa M o< i _.m.__..___. m Q .. .
.d...... . . - . . . . . . . . . _ ._-. /' _ . . . . +
+
m
,, o _ . . . _ _ . . . . . . . _ _ . _ _ . . . _ . ._ .
. . . . . . . __3 I-e o w m m._ .
w
.I oQ- -@
g ._ . . - . . . - _ _ . . , . . _ . . . - . m n a z = wo m . //. . U w
$. s _ . .
m Z w wo i . co . D e- - .
=ogm .
o
. c _ . . _ . . . . . _ . . . _ _ . . . _ ._. _ - . . _ _ _
_ =. g ea w . cc I e . ai .* i - g
. . , 1, = -
e e .
=e - . . . , . _ - . . . . . _ . _ . . _ . . _ . . . _ . . _ . _ . . . _ . . . _ . _ . . _ . . . . . .
.m
-=a- s I
c-ou . a a. m w : :
~
ww
== w a c .
co - u .
- g. am=- owcu
\
w l Em . C I c1 E- C C cm r3w ,
.cO w- amwc _g_-*
=
I x ww .- . _ . . . . . _ .. . . _ . _ co a=w . wmm. me-o - . _ . . _ . . . . . . . - . . . . . . . . . _. _m a
. O C. - -
w" ea -c _x I
- m. ** I C. - O
- c. a w w E .
_n e c : s,
=mcm . E l v c cc .
m 5 ' g I l e o CD . _ . - . . . _ __ e . .
-cu = = l l w>w- .
C wccc E
,, , . , ., . :l; m -
l .. . , ,
... i. .... ,
i 02*I 00*1 09*0 09*0 Oh*0 02'O 00*0 (9) N O I.l.U U 3 13 3 3 6
L . . . , .,.... . . . . , .., , . . , . . , . . ... ..,. ..
. i (C
. Q,
. N
@ = [
._6... ..go. g 4.... _
(
. O I C. i o
m . l m ' y
*. O' ] [ - -
W N-W. _ . . - . _ . . _ . . . . . . . - - - . . _ . . _ _ . . . _ _ . . _ _ _ . _ Il .. -m g E . o .- " C
" C: / .
=
~ W . t M .
=
7 4 . C=
= Q se 2 .
m 1 G" O (1. . y s O tQ h N . _ - - -
~ . . . . _ . -.
.N E y m
> *I. CX i . e I w eo - t A
e 7 - i g LO u
.. O -
ZC - n. cy I *>-O..4 CC
> . .O W W I
JC .- ' WQ .
.m Q . . . _ - . . , . ..-.......J,,-......._...-..~. - . . . . ' . _ _ . . _ . . - _
-Q I c
,, a c
N s 1 _m m r w g - - O f) v.- 1 _
.(D I
....-..-.~3 . .~_...........t . . . . ,
p C CD O 3 . s U 2 w m o g3 Z W . . . . . . . . . . .. .. .__ ._. ..__ . . _ _ . _ . _ . . . _ . . - . . _. Wo i . y I Ca o o zogC .
=
o
-=.
C a
' . Lt l -
O O - 20 = . . . . . . . _ . . . ._ _ . _ _ ........_. m c-cu l
" '\
J CL CD W * ' m *IEC ". . c 3 C >- - .
@ CD C W C -
cn
- I m .
_m oc C . UA - . ~
. CC -
.e a -
I 3h ce Z CJ W CU C
. ][
3 C N" ww _a - y 3c W CC ~ w I [, QWZW - re CWCU I C E Cn X~ C C7 P- W W - I . kw y~ @=CzC W ..
. . - _ .. 5 - ~- ;
\ ~
-x . . . . . _ . . _ . _ . . . . _ - _ . . . . . -
l co e=W . g= co-o ._ _ . . . _ . . _ . _ . ._ - _ _ - _ . _ - _ . . . . _ _a a
- e. O. C CL. I * ".c w" oo eC ". . - . . . .. _. ._ _ _ . .. . . . _ . . .
. . _2 I . e C =
O CL. = C _, . _ _. ct c w y . . O 2WQW ~
- W (1. CC
~
m $ m . . . . - . . . . _ _ _ _ . . . _ _ _ . -_ _ _. _ _ . . _ _ . _ . _ .. _e _
= c W>W- .
J I. 5! E v C c: c
; . ; U U1 -
r , ,
. . 3 3
, i . . 3 B 02'I 00'I 09'O 09*0 Oh'O 02*O 00*O l (9) N O I .!. B U 3 1 3 ] ] B l -
L . , ..... ..... . ...... ..,.....................m _ i e c
. ,i . s c . i, 1 F > +- d N
, e. :'
g I C - m 1
.. ~- i m
~
l W e. c= c F . r -m c D -
- l. .
w .. .
- e: ' - i .
g u. i c, m c . ,
% % 1
- g l I e w s O 5 en o a. .
N.
?-
N g
= l l
>
- iox .
i j
. y w ea -
m I - c - e
.. e j
\
n c 2C - i e =- . I "C+
+ .
co l t W t l
.a i oO .
WC - m
--f -C1 C4 .
+
<( -
a .
- -m -
N I
. t 4 j
.. o _ _
. 2 ;- -
nr ~ e o m . m ~ .- - y ao - -- ._- t
-e ,
I ; e
=
me . , o W m a
-W z I
C w Wa U . , a I 00 - c- - . zoocm o
-= a cD o .
t g
- e. . .
i u-a . ..
.. i i2 O C -
i za - - . . ._ _ __ _ : .
-n
-za- .
C-CU - oa eW : 1 m -rrc . c 3 C >- - ! 4 e c1 eewe . 1 - I
. = _ _ . _ - _ . _ . _ . . _ _. _ .. _= -m l l-ut.
a c C 5..c co c
== ca .
1 "a "c ec W CD
. ]l'* -
C..
~
mm a = . 2c W CC - U i z an=- EE m cn CWCU . 3 e r ,== @W c -e c2 . C \
=
u- m e z c= ~ 1m zWc _ .._. - - -. ----....- -- x .- -.-----.~.-.~. 3-.- 3 l Y co = u. . e WC cD C " C . . . . . .-. , - . . . . . - . - - - _ - + . . . - - - - - - - - - . - - . - -Q C
*d .a CC -
m og a c_ = c _ _ . . . . . . . . . . - _ . . . . . . - . -- - - _ . - - - - . - - --- -
-C ,
e e
.. a z
- C m c, c - - - - - - - - - - - - -N gcyy . . _ . . . _ . _ . - . . - . . _ . - - - - - . - - . - - - . - - - . - - - - - . . - - -
e , ZWCW . c c w e. =e - n = s . O cD . - . _ . . - - . - - . _ _ _ . - - - - - - . - - . . . - ~ - _ _ - - - - - - - - . - - - - - - - -+- -O ,_
-00 c c W > W>-- .
- C UCCC 9 C-
. .. .... .. um -
Oh*2 00*2 09'I 02*I 09'O Oh*0 00*0 (9) NO I.Lb 83 13336
I I I $ I Y ! ! I I ! ! ! I ! g I E l I I N $ $ E $ h $ $ $ f E I I}}