ML20062J344

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to Design Spec for Component Supports for Nuclear Svc Piping for Midland 1 & 2, Sheet I,App C. Revision Date Illegible.Incomplete B&W Spec 18-1391000012-01 Encl
ML20062J344
Person / Time
Site: Midland
Issue date: 08/05/1982
From: Riat D
BECHTEL GROUP, INC.
To:
Shared Package
ML20062J239 List:
References
7220-M-345-(Q), NUDOCS 8208160335
Download: ML20062J344 (104)
v • d • e


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't E g .E EI> DESIGN SPECIFICATION 3E j3 FOR

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(( Design Specification covers the requirements as prescribed by a- g ler and Press " Vessel Code,Section III, paragraph M

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Sp;cification 7220-M-345 (Q)

Rev. O DESIGN SPECIFICATION FOR COMPONENT SUPPORTS FOR NUCLEAR SERVICE PIPING TABLE OF CONTENTS 1.0 SCOPE 2.0 FUNCTION 3.0 ENVIRONMENTAL CONDITIONS FOR DESIGN 4.0 MATERIALS 5.0 DESIGN CONDITIONS REFERENCES A Drawing 7220-M-481(Q) Piping Class Summary Sheets B Drawing 7220-M-480(Q) Piping Class Sheets C Drawing 7220-M-484 Pipe Insulation Schedule ATTACHMENTS

1. Reference Isometric Drawings List showing nuclear piping and nuclear boundaries TABLES
1. Allowable Stress Limits for Class 1 Component Supports
2. Allowable Stress Limits for Class 2 and 3 Component Supports lii

Spscifiention 7220-M-345 (Q)

Rsv. O i

DESIGN SPECIFICATION FOR COMPONENT SUPPORTS FOR NUCLEAR SERVICE PIPING I

1.0 SCOPE This Specification covers the basis for design of component supports for nuclear service piping required I by paragraph NA-3250 of ASME Boiler and Pressure Vessel r Code,Section III, 1974 Edition. All Class 1, 2, and 3 component supports are addressed by this Specification and are designed in accordance with Subsection NF of  ;

l the above code.

2.0 FUNCTION ,

The function of component supports is to transmit loads from pressure retaining barrier of the components to load carrying building structure, whether concrete or structural steel. As used in this Design Specification, the term " component supports" shall encompass the entire range of hangers, supports, restraints and snubbers used to carry weight and/or other loads defined in the applicable code.

3.0 ENVIRONMENTAL CONDITION 3.1 Radiation Integrated Over 40 Year Life Inside Containment 2.8 x 107 rads Outside Containment 1 x 107 rads 3.2 Ambient Conditions

a. Inside Containment
1. Temperature 500 F to 3000F
2. Relative Humidity 0% to 100%
3. Pressure O to 70 psig
b. Outside Containment
1. Temperature 500F to 1040F
2. Relative Humidity 0% to 100%
3. Pressure Normal Atmospheric 1

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  • Sp:cification 7220-M-345 (Q)

Rsv. 2 4.0 MATERIALS Materials for component supports shall comply with Article NF-2000 of Subsection NF.

No impact tested material will be utilized in the design or manufacture of component supports covered by the specification except as specifically designated on A the component support sketch / drawing. Impact test temp:-30F O2 5.0 DESIGN REQUIREMENTS 5.1 Code Classification and Boundaries The specific design code classification for ,

component supports shall be the same code classi-fication as that specified for the particular piping which the component supports are supporting.

Piping classifications and code boundaries are identified on the H-isometrics referenced by this Specification.

5.2 Design Jurisdictional Boundaries Specific design jurisdictional boundaries for component supports are delineated by Article NF-1130 of Subsection NF.

5.3 Design Loading Information and Support Type Specific load information is presented on Bechtel

" Hangers / Supports / Restraints Loads and Anchor .

Load" sheets in the appropriate labeled column for ,

the data point (s) under consideration. Each isometric attached symbolizes the type of component support applicable to each data point listed on j

the load sheets.

5.4 Design Temperature The specific design temperature for component supports shall not be less than the design service condition temperature for the particular piping being supported, or the ambient / environmental temperature, whichever is the greater. Design service condition temperatures are set forth in the piping class summary sheets Drawing 7220-M-480 for the Midland project.

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Sp cifiention 7220-M- 345 (Q)

Rav. 0 5.5 Design Criteria and Loading Combinations for Class 1, 2, and 3 Component Supports DESIGN LOADING COMBINATIONS FOR ASME CODE CLASS 1, 2, AND 3 COMPONENT SUPPORTS CONDITION DESIGN LOADING COMBINATIONS Test HT Normal DW + TH Upset (a) DW + OBE + TH + RAD (b) DW + RVC + TH (c) DW + FV + TH (d) DW + OBE + RVO + TH + RAD (e) DW + DU + TH Emergency (a) DW + DE + TH Faulted (a) DW + SSE + RVO + TH + RAD (b) DW + SSE + TH + RAD (c) DW + DF + TH LEGEND: DW -

Dead weight OBE - Operating basis earthquake (inertia portion) ,

SSE - Safe shutdown earthquake l (inertia portion)

FV -

Fast valve closure RVC - Relief valve - closed system  ;

(transient) .

RVO - Relief valve - open system (sustained)

DU - Other transient dynamic events associated with the upset plant condition DE - Dynamic events defined as I emergency condition

! DF - Dynamic events associated with l a LOCA during which or following which the piping system being evaluated must remain intact TH - Thermal expansion loads RAD - Relative differential earthquake l

l movement loads l

HT - Hydrotest loads 3

I Spscification 7220-M-345 (Q)

Rav, 0 For allowable stress limits for Class 1 Component i support refer to Table 1.

For allowable stress limits for Class 2 and 3 '

Component Supports refer to Table 2.

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Specification 7220-M- 345 (Q)

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TABLE 1 ALLOWABLE STRESS LIMITS FOR CLASS 1 COMPONENT SUPPORTS i

Conditions

Support Type Design Normal Upset Emergency Faulted Plate and shell design by analysis NF-3221 NF-3222 NF-3223 NF-3224 NP-3225 Linear type supports by analysis NP-3231 .NF-3231 NF-3231 NF-3231 NF-3231 Component standard supports design NP-3240 NP-3240 NF-3240 NF-3240 NP-3240 u, by analysis Component supports design by load NF-3260 NF-3260 NF-3260 NF-3260 NF-3260 rating (1) Paragraph numbers refer to ASME Code,Section III, 1974, Subsection NF.

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Specification 7220-M 345 (Q) -

QV1 g TABLE 2 ALLOWABLE STRESS LIMITS FOR CLASS 2 AND 3 COMPONENT SUPPORTS t

Conditions Support Type Design Normal Upset Emergency Faulted Plate and shell design by NF-3320 NF-3320 NP-3320 al 51. 2S (l) als the lesser analysis and of 1.5S or 0.4Sp(2) g

'l+'251.8S and al+ '2 5 the lesser of 2.25S or 0.6S Linear NF-3330 NF-3330 NF-3330 NF-3330 NF-3330 Component standard supports NF-3340 NF-3340 NP-3340 NF-3340 NF-3225 design by analysis or NF-3231 Component supports design NF-3360 NF-3360 NF-3360 NF-3360 NP-3360 by rating (3)

(1) al and 82 are defined in NF-3321.1, and agy and aA2 are the allowable stresses.

(2) Sx = minimum ultimate tensile strength of material from Table I-12.1.

(3) Paragraph numbers refer to ASME Code,Section III 1974, Subsection NF.

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Specification 7220-M-345 (Q)

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Rsv. O ATTACHMENT 1 Reference Isometric Drawings List Showing Nuclear Piping and Nuclear Boundaries 7220-H-601 sheets 1-3 (Q) Reactor Coolant and Pressure Control-Unit 1 7220-H-602 sheets 1-3(Q) Reactor Coolant and Pressure Control-Unit 2 7220-H-603 sheets 1-18(Q) Makeup and Purification-Unit 1 7220-H-604 sheets 1-18 (Q) Makeup and Purification Unit 2 7220-H-608 sheets 1 and 2(Q) Boron Recovery System 7220-H-610 sheets 1-7(Q) Decay Heat Removal and Core Flooding-Unit 1 7220-H-611 sheets 1-7(Q) Decay Heat Removal and Core Flooding-Unit 2 7220-H-612 sheets 1-8(Q) Reactor Building Spray-Unit 1 .

7220-H-613 sheets 1-8(Q) Reactor Building Spray-Unit 2 7220-H-614 sheets 1-8 ,10,16 (Q) Fuel Pool Cooling and Purification 7220-H-616 sheets 1-13 (Q) Component Cooling Water-Unit 1 7220-H-617 sheets 1-13(Q) Component Cooling Water-Unit 2 7220-H-618 sheets 1-3(Q) Service Water Cooling Tower &

Pump Structure 7220-H-619 sheets 1-9, 12-18 (Q) Service Water Auxiliary and Reactor Buildings 7220-H-621 sheet 1(Q) Reactor Building Penetration Pressurization-Unit 1 7220-H-622 sheet 1(Q) Reactor Building Penetration Pressurization-Unit 2

7220-H-623 sheet 1(Q) CRDMs and Misc. Reacto'r Coolar*

l Pump Conn.-Unit 1 7220-H-624 sheet 1(Q) CRDMs and Misc. Reactor Coolant Pump Conn.-Unit 2 7220-H-631 sheets 1-3(Gi Main Steam and Turbine Steam-1 Unit 1 l 7220-H-632 sheets 1-3 (Q) Main Steam and Turbine Steam-1 Unit 2 l 7220-H-633 sheets 1-9 (Q) Auxiliary Steam-Unit 1 7220-H-634 sheets 1-9 (Q) Auxiliary Steam-Unit 1 7220-H-635 sheets 1 and 2 (Q) Reactor Cavity Flooding 7220-H-638 sheets 9,13,14 (Q) Feedwater and Condensate-Unit 1

! 7220-H-639 sheets 13, 14(Q) Feedwater and Condensate-Unit 2 7220-H-656 sheets 1, 2 (Q) Plant Heating l 7220-H-657 sheets 5-8(Q) Chilled Water l 7220-H-506 sheets 1, 2(Q) Heating, Ventilation and Air Conditioning A-1

SpecificEtion 7220-M-345 (Q)

Rsv. 0 7220-H-512 sheet 3 (Q) Heating, Ventilation and Air Coraditioning 7220-H-524 sheets 1, 2(Q) Heating, Ventilation and Air Conditioning 7220-H-531 sheet 3(Q) Heating, Ventilation and Air Conditioning I

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) TIC.T!!CA1. D0CU"Ei!7 1.0 ECOPE This specifiestien provid:s th: followin; infor=stion:

A) Disp 1sec= nts s: no::12 le::tions en the nuclast stess supply systc=s C SSS) for desduci;ht, vers: sass th::=s1. operating

, basis earthquake (OLE). sad safe shu: den car:hquake (SSI) load cases. . ,

3) Actsch=ent point respensa ::pec::s for c =penents which setsch to this MSSS at specified lo:stions. -

2.0 CE'E"AL DESCRIPTION The dsta providad in this pecifiestien sr2 cr;sni:ed on a co=ponent basis and are presented in Appendices A thr=u35 G in the following

.nner:

Appendia A -

2 setor Vesssl (2V) -

. Appendix 3 -

Stass Geners:c: (OTSG) s' , ,

Appendix C -

Prassuriser Appendix D -

Rasc or Coolant (RC) Pu=ps and Motors Appendix 3 -

Pricary pipin Hot Les Appendix F -

Primary Piping Cold Los Appendix C - Core Flood Lisa Piping A. Disols ec-en ts The point of refarence for dispisc:=ents is a stress free systes which is modeled bsck to the centar of th building base =nt. Dis-placenents arc rels:ive to tha center of :he basa=s: at elcastion 537'0" and include base =st :rsusistional and rotstiensi excits: ion but do not include the dispisca ent sad rotation of tha basa=st as

, it co=hines with the ::SSS motion to get absolute dispisc =ents of the systec. Thus, when utilizin;; these dispicce=ents in conjunctica with those co=in;; from other sources, cars should bc :skan to use the ss=e rafttronce for the displsec=ents.

  • Thar=si displace =ents are provided vich rnspec: to the cold (70 F) condition of the prinary systan.

I Seismic displace =:nts are nivon for cach of five earthquak:s for the OB::. These displsecants should he ce=bined by the square root o f t he s'Jn o t' the squsrcs (SRSS) =cthod to de:cr=ine the totsi OBE displsermont in a given directicn. SSE displsec=ents are 2 timas the OMr. d itm1 n t u=cn ts.

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Total di:plscacent for a given point should be aster =ined by super-1: posing the signed desdveight snd theresi di:pls:2:ents sud cec-bining then with the unsigned seicnic dispis: .:s in s saner to 31ve worst c ca stresses. .

3.. 22e >onne Seoe:rs .

..acponsa spe: rs is pr=vided for ssch dir:::1:n. Bs X direction is cast-vsst (I-W), the : direc: ion is north-sec:h Cl-5) and the Y, direction is verticsi (V). Esch dirse:1:nsi : spensa spectra is ths result of cocbining by $255 the respences du2 to each of :he fiva base =at direc:icus of earthquska ==:1:n (n-3, 2-W, V, N-S sud E-W rotation). .

O.c onesp:1cn to the S233 technique is in tha :::= flecd line spectra ,

which is given as follows:

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. 1sg valua.s ::ss:2: : hen or equal to 0.5*: critical ds= pins. SSZ spac:rs is 2 :iscs the 035 spec::s.

The respensa spect:s should be peak brosdan:d 1 15%.

  • as da:s :uppliad in this specifiestion is ::pr : ststive of Uni: 1, i Loep A.

This is donc due to the sy==etry of the c. actor ecolant systen (KCS). The dats for Unit 2 or I. cop t can be obtained by followina the proc = b re cu:lin2d in specifics:1cn 10-1235CCC012. .

71;ures 1 and *i shev the arran3: cent of :52 203 :nd the orientation of the X 't-Z coorr.ilns:a ancs. 71;ure 3 shews th: ;1cbs1 c:ordins:2 systen.

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