ML21294A180

0 to Updated Final Safety Analysis Report, Section 3.10, Seismic Qualification* of Seismic Category I Instrumentation and Electrical Equipment

ML21294A180
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SSES-FSAR 3.10 SEISMIC QUALIFICATION* OF SEISMIC CATEGORY I INSTRUMENTATION AND ELECTRICAL EOUIPMENT The seismic qualification* of Seismic Category I instrumentation and electrical equipment is described in the following subsections:

3.10a NSSS Instrumentation and Electrical Equipment 3.10b Non-NSSS Instrumentation 3.10c Non-NSSS Electrical Equipment In addition to seismic qualification, all Seismic Category I instrumentation and electrical equipment located in the Containment and the Reactor and Control Buildings are qualified for the combined seismic and hydrodynamic vibratory loadings.

Procedures for the assessment and requalification of Seismic Category I instrumentation and electrical equipment for the additional hydrodynamic loads are described in Sections 7.1.6 and 7.1.7 of the Design Assessment Report (DAR).

• The term "Seismic Qualification" in this section is synonymous with *seismic and Hydrodynamic Qualification.*

Rev. 46, 06/93 3.10-1

SSES-FSftR 3.10a SEISMIC QUALIFICATION OF SEISMIC CATEGORY I NSSS INSTRUMENTATION AND ELECTRICAL EQUIPMENT 3.1 0a.1 SEISMIC QUALIFICATION CRITERIA 3.1 0a.1.1 Seismic Category I Equipment Identification Seismic Category I instrumentation and electrical equipment, as well as other equipment, can be found in Table 3.2-1. Pumps and valves which are qualified as seismically 11 "active are *Iisted in Table 3. 9-3.

All NSSS Seismic Category I instrumentation and electrical equipment will be designed to resist and withstand the effects of t~e postulated earthquakes. Seismic Category I instrumentation and electrical equipment is designed to withstand the effects of the Safe Shutdown Earthquake (SSE) defined in Subsection 3.7a, and to withstand the effects of hydrodynamic loads without functional impairment.

From the basic input ground motion data, a series of response cuNes at various building elevations are developed after the building layout is completed. This information is included in the purchase. specifications for Seismic Category I equipment. Suppliers of equipment such as batteries and racks, instrument racks, control consoles, etc., are required to submit test data, operating experience and/or calculations to substantiate that their components, systems, etc., will not suffer loss of functlon during or after seismic and hydrodynamic loadings. The magnitude and frequency of the dynamic loadings which each component will experience is determined by its specific lqcation within the plant.

The Class 1E instrumentation and electrical equipment (excluding motors and valve-mounted equipment) supplied by GE requiring seismic qualification are identified in Table 3.1 0a-1.

3.1 Oa.1.2 Dynamic Design Criteria 3.1 0a.1.2.1 NS_~S Equipment The seismic criteria used in the design and ~iubsequent qualification of all Class 1E instrumentation and electrical equipment supplied by GE was as follows: The Class 1E equipment shall be capable of performing all safety-related functions during (1) normal plant operation, during (2) anticipated transients, during (3) design basis accidents, and during (4) post-accident operation, while being subjected to, and after the cessation of the accelerations resulting from the OBE and SSE at the point of attachment of the equipment to the building or supporting structure.

• Rev. 54, 10/99 3.10a-1

SSES-FSAR The criteria for each of the devices used in the Class 1E systems depend on the use in a given system; for example! a relay in one system may have as its safety function to deenergize'*and open its contacts within a certain time, while in another system it must energize and close its contacts. Since GE supplies devices for many applications, the approach taken was to test the device in all modes in which it might be used. In this way, the capability of protective action initiation and the proper operation of safety-failure circuits is ensured.

3.10a.2 METHODS AND PROCEDURES FOR QUALIFYfNG ELECTRICAL EQUIPMENT AND INSTRUMENTATION (EXCLUDING MOTORS AND VALVE MOUNTED EQUIPMENT) 3.1 0a.2.1 Methods of Showing NSSS Equipment Compliance with IEEE 344-1971 (a) Scope - Compliance not applicable.

(b) Definition - Compliance not applicable.

(c) Procedures - GE supplied Class 1 E equipment meets the requirement that the qualification should demonstrate the capability to perform the required function during. and after the seismic and hydrodynamic load event. Both analysis and testing were used but most equipment was tested. Analysis was primarily used to determine the adequacy of mechanical strength {mounting boltsl etc.) after operating capability was established by testing.

1. Analysis - GE supplied Class 1E equipment performing primarily a m*echanical safety function (pressure boundary devices, etc.) was analyzed since the passive nature of its critical safety role usually made testing impractical. Analytical methods sanctioned by IEEE 344-1971 were used in such cases (see Table 3.10a-1 for indication of which items were qualified by analysis). *

2. Testing - GE supplied Class 1E equipment having primarily an active electrical safety function was tested in compliance with IEEE 344-1971, Section 3.2.

(d) . Documentation - Available documentation verifies that the seismic qualification of GE *supplied Class 1 E equipment is in accordance with the requirements of IEEE 344-1971, Section 4.

Rev. 54, 10/99 3.1 0a-2

SSES-FSAR 3.1 Oa.2.2 Testing Procedures for Qualifying Electrical Equipment and Instrumentation (Excluding Motors and Valve-Mounted Equipment)

(The following procedures are not applicable for the Diesel Generator E facility where the seismic qualification conforms to project specification C-1041 or SD-140 and IEEE Standard 344-75.) In addition, replacement equipment may be seismically qualified to a version of the IEEE Standard 344 that is more recent than the 1971 versron. Non-GE supplied repl~cement equipment is qualified to the provislons of FSAR Section 3.1 Ob.

The test procedure required that the devices be mounted on the table of the vibration machine in a manner similar to which it was to be installed. The device was tested in the operating states that it is to be used in performing its Class 1E functions. These states were monitored before, during, and after the test to ensure proper function and absence of spurious function. In the case of a relay, both energized and deenergized states and normally open and normally closed contact configurations were tested if the relay is used in those configurations in its Class 1E functions.

The dynamic excitation was a single frequency continuous* test in which the applied vibration was a* sinusoidal table motion at a fixed peak acceleration and a discrete frequency at any given time. Each frequency and acceleration combination was maintained for about 30 seconds except when a resonance search was made (see IEEE 344-197\ paragraph 3.2).

The vibratory excitation was applied in three orthogonal axes individually with the axes chosen as those coincident with the most probable mounting configuration.

The first step was to search for resonances in each device. This was done since resonances cause amplification of the input vibration and are the most likely cause of malfunction. The resonance search was usually run at low acceleration levels (0.2G) to avoid destroying the test sample in case a severe resonance was encountered. The resonance search was performed in accordance with IEEE 344 in no*less than 7 minutes; if the device was large enough, the vibrations were monitored by accelerometers placed at critical locations. Resonances were determined by comparing the acceleration level with that at the table of the vibration machine. Usually, the devices were either too small for an accelerometer, had their critical parts in an inaccessible location, or had critical parts that would be adversely affected by the mounting of an accelerometer. In these cases, the resonances were detected by visual (strobe light), audible observation, or performance.

Following the frequency scan and resonance determination, the devices were tested to a

determine their malfunction limit. This test was necessary adjunct to the assembly test as will be shown later. The malfunction limit test was run at each resonant frequency as determined by *the frequency scan. In this test, the acceleration level was gradually increased until either the device malfunctioned or the limit of the device (usually the case) was considered to be rigid (all parts move in unison) and the malfunction limit was therefore independent of frequency.

Rev: 54, 10/99 3.10a-3

SSES-FSAR To achieve maximum acceleration from the vibration machine, rigid devices were malfunction tested at the upper test frequency since that allowed the maximum acceleratio~ ~o be obtained from deflection- limited machines. The summary of the tests on the devices used in Class 1E applications given in Table 3.1 0a-1 includes the qualification limit for each device tested.

The above procedures were required of purchased devices as well as those manufactured by GE. Vendor test results were reviewed and if unacceptable, the tests were repeated either by GE or the vendor. If the vendor tests were adequate, the device was considered qualified to the limits of the test.**

3.1 0a.2.3 Qualification of Valve-Mounted Equipment The piping analyses establishes the response spectra, power spectral density function or time history characteristics and develops a horizontal and a vertical acceleration for the 1

pipe-mounted equipment. Class 1E motor-operated valves actuators were qualified per IEEE 382-1972, with the exception of DG-E motor-operated valve actuators which were qualified to IEEE 382-1980.

The safety/relief valve, including the electrical components mounted on the valve, are subjected .to a dynamic test. This testing is described in Subsections 3.9.2.2a.2.15 and 3.9.3.2a.S.2*.

• 3.1 0a.2.4 Qualification of NSSS Motors Seismic qualification of the ECCS motors is discussed in Subsection 3.9.2.2a.2.7, in conjunction with the ECCS pump and motor .assembly. Seismic qualification of the Standby Liquid Control (SLC) pump motor is discussed in Subsection 3.9.2.2a.2.10 in conjunction with the SLC pump motor assembly.

3.1 0a.3 METHODS AND PROCEDURE OF ANALYSIS OR TESTING OF SUPPORTS OF ELECTRICAL EQUIPMENT AND INSTRUMENTATION 3.1 Oa. 3.1 Dynamic Analysis Testing Procedures and Restraint Measures 3.1 0a.3.1.1 NSSS Equipment (Other Than Motors and Valve Mounted Equipment)

The Class 1E equipment supplied by GE is used in many systems on many different plants under widely varying seismic requirements. The dynamic qualification was performed in accordance with IEEE*344.

Rev. 54, 10/99 3.10a-4

SSES-FSAR Some GE supplied Class 1E devices were qualified by analysis only (as noted in Table 3.1 0a-2}. One of the analysis methods is shown in Subsection 3.1 0a.5. Analysis was used for passive mechanical devices and was sometimes used in combination with testing for larger assemblies containing Class 1E devices. For instance, a test might have been run to determine if there were natural frequencies in the equipment within the critical seismic frequency range (see IEEE 344~1971, paragraph 3.2). If the equipment was determined to be free of natural frequencies, then it was assumed to be rigid and a static analysis was performed (see IEEE 344-1971, paragraph 3.2). If it had natural frequencies in the critical frequency range then calculations of transmissibility and 1

responses to varying input accelerations were determined to see if Class 1E devices mounted in the assembly would operate without malfunctioning. In general, the testing of Class 1E equipment was accomplished using the following procedure.

Assemblies (i.e., control panels) containing devices which have had dynamic load malfunction-limits established were tested by mounting the assembly on the table of a vibration machine in the manner in which it was to be mounted in use. It was vibration tested by running a low level resonance search. As with the devicest the assemblies

• were tested in the three major orthogonal axes. Tt,e resonance search was run in the same manner as described for devices. If resonances were present, the transmissibility between the input and the location of each Class 1E device was determined by measuring the accelerations at each device lqcation and calculating the magnification between it and the input. Once known, the transmissibilities could be used analytically to determine the response at any Class 1E device location for any given input. (It was assumed that the transmissibilities were linear as a function of acceleration even though they actually decrease as acceleration is increased-therefore a conservative assumption.).

Since control panels and racks constitute the majority of Class 1E electric assemblies supplied by GE, seismic qualification testing of these will be discussed in more detail.

There are basically four generic panel types. One or more of each type was tested using -

the above procedures.

Figures3.10a-1, 3.10a-2, 3.10a-3* and 3,10a-4 illustrate the four basic panel types referenced -~bove and show typical accelerometer locations. The status of the dynamic tests on the Class 1E panels supplied by GE is summarized in Table 3.10a-2.

The full acceleration level tests described above disclosed that most of the panel types had more than adequate mechanical strength. A given panel design acceptability was shown to be only a function of its *amplification factor and the malfunction levels of the devices mounted in it. *Subsequent panels were 1 therefore! tested at lower acceleration levels and the transmissibilities measured to the-*various devices as described above. By dividing the devices 1 malfunction levels by the panel transmissibility between the device and the panel input the panel seismic qualification level could be determined. Several 1

high level tests have

• been run on selected generic panel designs to ensure the conservatism in using the transmissibility analysis described.

Rev. 541 10/99 3.1 0a-5

SSES-FSAR 3.10a.4 OPERATING LICENSE REVIEW 3.10a.4.1 NSSS Control and Electrical Equipment-(Other Than Motors and Valve Mounted Equipment)

The dynamic test results for safety-related panels and control equipment within the NSSS scope are maintained in a permanent file by GE and can be readily audited in all cases.

The equipment used in Class 1E applications passed the prescribed tests. Where equipment failed to pass the tests, it was rejected. In some cases, equipment which failed one test was modified to meet the performance requirements and retested. If the retested equipment passed the latter test, it could be used in a Class 1 E application.

Table 3.10a-1 lists the NSSS control devices by item number and vendor. Also, a summary of the test conditions for the devices used in Class 1 E applications is given in Table 3.1 0a-2.

The acceleration level shown in the right hand columns of Table 3.10a-1 is the acceleration at which either the device malfunctioned or the limit of the vibration machine was reached.

3.10a.4.2 NSSS Motors Seismic qualification test results for the ECCS motors are discussed in Subsection 3.9.2.2a.2.i *in conjunction with the ECCS pump and* motor assembly. Seismic qualification test results for the Standby Liquid Control (SLC) motor are discussed in Subsection 3.9.2.2a.2.10 in conjunction with the SLC pump motor assembly.

3.1 0a.4.3 Valve.:.Mounted Equipment The safety relief valves (including the electrical components mounted on the valve) are subjected to dynamic tests. The results of these tests are - discussed in Subsections 3.9.2.2a.2.15 and 3.9.3.2a.5.2.

3.1 0a. 5 Dynamic Analysis By Response Spectrum Method The system stiffness and mass matrices are generated using standard techniques. A dynamic analysis is performed using the foHowing equations of motion and procedure to uncouple these equations Rev. 54, 10/99 3.10a-6

SSES-FSAR The equations of motion in matrix form are as follows:

M (X + Y) + C X + K X -~ 0 where M = mass matrix, nxn (this includes the hydrodynamic mass)

X = column vector of displacement relative to ground* (n_xl)

C = damping matrix (nxn)

K = stiffness matrix (nxn)

Y = column vector of ground accelerations (nxl)

= first derivative with respect to time

= second derivative with respect to time It should be noted that for equipment containing fluid, a hydrodynamic mass coupling exists betw~~n real structural masses. This hydrodynamic mass appears as diagonal and off-diagonal terms in the mass matrix. The overall system stiffness matrix K is determined by either the matrix force method or the matrix displacement method. The resulting stiffness matrix is similar.

Removing the driving-point acceleration vector to the right side of Eq. 3.1 0a-1, the

_equation reduces to the classical form:

Mx +ex+ KX = MY (Eq. 3.1 Oa-2)

In order to decouple Eq. 3.1 0a-2, we set:

X = ~q (Eq. 3.1 0a-3)

Eq. 3.1 0a-2 then becomes M¢q + C$q + K¢q = - M\'" (Eq. 3.1 Oa-4)

Pre-multiplying by $T, the transpose of$, and performing th~ coordinate transformation described in Eq. 3.10a-4 such that is defined by the following orthogonality conditions:

(Eq. 3.10a-5)

(Eq. 3.1 0a-6)

Rev. 54, 10/99 3.10a-7

SSES-FSAR where I is an identifying matrix (Nxn) and w2 is a diagonal matrix of the eigenvalues.

Then Eq. 3.1 Oa-4 becomes (Eq. 3.1 0a-7) q + ~ T O~q = W 2

q = ~T MY (Eq. 3.1 0a-8)

The above procedure for decoupling the equation of motion by using the modal matrix of

. the undamped system assumes that damping in the system is small. It will further be assumed that the damping matrix C is such that f C~ is a diagonal matrix. The elements of this diagonal-matrix are the modal damping values.

With the above assumptions Eq. 3.1 0a-8 may b~ written in the following uncoupled form:

1 q.l + +2~.w. +w. 2 q. =S U (Eq. 3.1 0a-9) 1 1 - 1 1 qi i = 1, 2, --- n where

$n.1 The maximum physical displacement for each mass is then taken to the square root of

. the-sums of the squares of each of the maximum displacement responses for each mode, i.e.,

where:

[ l l/2 Xmax. =  ; x,'

J = l Rev. 54, 10/99

SSES-FSAR (X) maximum. is the column vector of maximum displacements. Similarly. the maximum load response for the i mode is found from L .. = /J.X.

Jl J J L = L ji li L

2i L

ffil where pi is the stress matrix for element j, j= 1, ... m m = total number of elements.

where

~i = damping ratio for the ith mode expressed as percent of critical damping wi = ith natural angular frequency of the system S1 = modal participation factor the ith mode= ~-it MD Ug = ground _or floor acceleration time history

<pit - - transpose of the ith mode shape D = earthquake direction vector The response is calculated using the response spectra specified for the location of the input to the anaJytical model. The analytical procedure is described briefly in the following paragraphs.

Rev. 54, 10/99 3.10a-9

SSES-FSAR The system of one degree-of-freedom equations represented by Eqs. 3.1 0a-8 or 3. 1Oa-9 can be solved by the response spectrum method. With this method! the maximum modal response for each natural frequency of interest is found from the applicable response spectra. Response spectrum curves are essentially plots of the maximum responses of single degrees-of-freedom systems described by-Eq . 3.10a-9 with S = 1.0 as a function of their natural frequ~ncies.

Having found the maximum modal displacements q, i = I... m, the maximum physical displaceme_r:,t for the ith mode is given by:

X. = ¢.S.q, _

I l I 1

_The maximum load response is taken to be the square root of the sums of the squares of each of the maximum responses for each model i.e.,

l/2 n

Lj max.= L L2 ** :j = 1, 2, ... m JI i =I where (L) max is the column vector of maximum loads The accelerations for each mode are determined by multiplying the displacements vector for that mode(~) by the natural frequency of (w 2;) that mode.

The maximum accelerations are then determined by A max. = r~ .

l =I A,']1;2 ..

Rev. 54, 10/99 3.1 0a-10

SSES-FSAR NIMS Rev. 56 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS

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DESCRIPTION -------------------- -------------------- SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------

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OTHERS OF SAME TYPE IN SAME SEISMIC QUALIFICATION ITEM NO. NAME VENDOR QUANTITY ENVIRONMENT (1) ENVIRONMENT X Y Z SYSTEM TITLE - REACTOR B11-D193 Power Range Detector GE 43 In Vessel SYSTEM TITLE - NUCLEAR BOILER B21-N002 Pressure Switch 1 Area II B21-N004 Temp Element PYCO 16 Area II.7 Note 2 B21-N006 Diff Press Switch BARTON 18 Area II N007 N008 N009, 5 10 10 N021 A,B,C,D B21-N010 Temp Element CALIF. ALLOY 13 Area II N014, N016, N017 5 5 5 B21-N015 Press Switch BARKSDALE 4 Area III.3 5 10 10 B21-N020 Press Switch BARKSDALE 34 Area II.1 N023, 5 15 15 N039 N044, N022 B21-N024 Level Ind Switch BARTON 10 Area II.1 N031, N042 15 15 15 B21-N025 Level Ind Switch YARWAY 4 Area II.1 1.5 1.5 1.5 B21-N026 Level Ind Trans Switch BARTON 6 Area II.1 N037 5 5 5 B21-N027 Level Trans ROSEMOUNT 25 Area II.1 N033, N034 Note 2 B21-N043 Press Trans ROSEMOUNT 1 Area II.1 3 3 3 B21-N055 Press Trans ROSEMOUNT 2 Area II.1 3 3 3 B21-N056 Vacuum Switch (Unit 1) STATIC-O-RING 2 Area III.5 A&C B21-N056 Vacuum Switch (Unit 1) BARKSDALE 2 Area III.5 B&D B21-N056B Vacuum Switch (Unit 2) STATIC-O-RING 1 Area III.5 B21-N056 Vacuum Switch (Unit 2) BARKSDALE 3 Area III.5 A,C, & D Rev. 63 Page 1 of 8

SSES-FSAR NIMS Rev. 56 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS

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DESCRIPTION -------------------- -------------------- SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------

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OTHERS OF SAME TYPE IN SAME SEISMIC QUALIFICATION ITEM NO. NAME VENDOR QUANTITY ENVIRONMENT (1) ENVIRONMENT X Y Z B21-N064 Temp Element CALIF. ALLOY 1 Area II 2 2 2 B21-N600 Temp Switch RILEY 8 Area V N603 Note 2 B21-R004 Press Indicator ROBERTSHAW 2 Area II.1 4 4 4 B21-R005 Diff Press Ind BARTON 1 Area II.1 Note 2 B31-N014 Flow Trans ROSEMOUNT 8 Area II.1 N024 2 2 2 B31-N015 Diff Press Trans ROSEMOUNT 1 Area II.1 Note 2 B31-N016 Diff Press Switch BARTON 13 Area II.1 N018A, N019 thru 5 10 10 N022 B31-N018B Press Switch STATIC-O-RING 1 Area II.1 15 15 15 B31-N023 Temp Element ROSEMOUNT 2 Area 1.4 Note 2 B31-N035 Temp Element 2 Note 2 SYSTEM TITLE - CRD HYDRAULIC CONTROL C12-N013 Level Switch MAGNETROL 5 Area II.1 4.1 5 9.5 SYSTEM TITLE - FEEDWATER CONTROL C32-N003 Transmitter (Diff Press) ROSEMOUNT 6 Area II.1 N004 Note 2 C32-N005 Transmitter (Pressure) ROSEMOUNT 2 Area II.1 N008 Note 2 C32-N017 Diff Press Trans STATHOM 2 Area II.1 Note 2 SYSTEM TITLE - STAND BY LIQUID C41-N003 Temp Switch CALIF. ALLOY 1 Area II.8 Note 2 C41-N004 Press Trans ROSEMOUNT 1 Area II.8 Note 2 C41-N006 Temp Element 1 Area II.8 Note 2 C41-R003 Press Indicator ROBERTSHAW 1 Area II.8 Note 2 SYSTEM TITLE - NEUTRON MONITORING Rev. 63 Page 2 of 8

SSES-FSAR NIMS Rev. 56 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS

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DESCRIPTION -------------------- -------------------- SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------

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OTHERS OF SAME TYPE IN SAME SEISMIC QUALIFICATION ITEM NO. NAME VENDOR QUANTITY ENVIRONMENT (1) ENVIRONMENT X Y Z C51-J004 Valve, Guide Tube GE 5 Area II.10 C51-J008 Guidetubes GE 1 Area II.10 Note 2 C51-K002 Volt Preamplifier GE 8 Area V 4 5 5 C51-K601 Intermediate Range Mon GE 8 Area V 6 6 6 C51-K605 Pwr Rnge Instr GE 1 Area V C51-N002 Detector GE 8 Area I.3 SYSTEM TITLE - REACTOR PROTECTION C72-N002 Prim Cont Press Switch STATIC-O-RING 4 Area II.1 15 15 15 st C72-N003 Turbine 1 Stage Pr SW BARKSDALE 4 Area III.3 15 15 15 C72-N005 Turbine EMC Press SW BARKSDALE 4 Area III.3 C72-N006 Turb Stop Vlv POS SW ACME 4 Area III.3 CLEVELAND C72-N008 Turbine Bypass Vlv POS ACME 4 Area III.3 SW CLEVELAND C72- Elec. Prot. Assy. GE 8 Not Required Later S003(A-H)

SYSTEM TITLE - PROCESS RADIATION MONITORING D12-K603 Rad Mon & Ind (Mn St GE 4 Area V Ln)

D12-K609 Ind & Trip Unit GE 12 Area V K615, K616 K617 3 3 3 K618 D12-N006 Detector (Mn St Ln) GE 4 Area II.7 D12-N015 Detector GE 8 Area II.9 N016 N017, N018 15 15 15 SYSTEM TITLE - RESIDUAL HEAT REMOVAL Rev. 63 Page 3 of 8

SSES-FSAR NIMS Rev. 56 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS

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DESCRIPTION -------------------- -------------------- SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------

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OTHERS OF SAME TYPE IN SAME SEISMIC QUALIFICATION ITEM NO. NAME VENDOR QUANTITY ENVIRONMENT (1) ENVIRONMENT X Y Z E11-N001 Cond Element BALSBAUGH 2 Area II.5 Note 2 E11-N007 Diff Press Trans ROSEMOUNT 5 Area II.5 N013, N015 Note 2 E11-N008 Diff Press Trans BARTON 2 Area II.5 Note 2 E11-N009 Temp Element CALIF ALLOY 12 Area II.5 N029, N030 2 2 2 E11-N010 Press Switch STATIC-O-RING 8 Area II.5 N011 15 15 15 E11-N016 Press Switch STATIC-O-RING 9 Area II.5 N018, N020 15 15 15 E11-N019 Diff Press Switch BARTON 2 Area II.5 5 10 10 E11-N021 Diff Press Ind Switch BARTON 2 Area II.5 15 15 15 E11-N022 Press Switch BARKSDALE 2 Area II.5 Note 3 E11-N023 Level Switch MAGNETROL 3 Area II.5 N024 Note 3 E11-N026 Press Trans ROSEMOUNT 3 Area II.5 N028 Note 3 E11-N033 Flow Switch FISHER & 2 Area II.5 Note 3 PORTER E11-N600 Temp Switch 8 Area V N601 4.5 4.5 4 E11-R002 Press Indicator ROBERTSHAW 8 Area II.5 R003 Note 3 OR CONTROL SPECIALTIES SYSTEM TITLE - CORE SPRAY E21-N001 Press Trans ROSEMOUNT 2 Area II.5 Note 2 E21-N003 Diff Press ROSEMOUNT 2 Area II.5 Note 2 E21-N004 Diff Press BARTON 2 Area II.5 5 10 10 E21-N006 Flow Switch 2 Area II.5 E21-N007 Press Switch 2 Area II.5 Note 2 E21-N008 Press Switch 4 Area II.5 Rev. 63 Page 4 of 8

SSES-FSAR NIMS Rev. 56 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS

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DESCRIPTION -------------------- -------------------- SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------

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OTHERS OF SAME TYPE IN SAME SEISMIC QUALIFICATION ITEM NO. NAME VENDOR QUANTITY ENVIRONMENT (1) ENVIRONMENT X Y Z E21-R001 Pressure Indicator ROBERTSHAW 2 Area II.5 Note 2 OR CONTROL SPECIALTIES SYSTEM TITLE - MSIV LEAKAGE CONTROL E32-K601 Power Supply GE 2 Area V 2.5 2.5 2.5 E32-N006 Flow Element S&K 4 Area II INSTRUMENTS E32-N050 Press Trans ROSEMOUNT 8 Area II N055, N058, N060 3 3 3 N061 E32-N051 Press Trans ROSEMOUNT 5 Area II N056 3 3 3 E32-N053 Flow Trans S&K 4 Area II INSTRUMENTS E32-N054 Diff Press Trans ROSEMOUNT 2 Area II N059 3 3 3 E32-N600 Timer EAGLE SIGNAL 13 Area V N601, N602, N604 2.5 2.5 2.5 E32-N650 Alarm BAILEY METER 19 Area V N651, N653, N654, 9 9.5 13 N655, N656, N658, N659, N660, N661 E32-R601 MV/I BAILEY METER 4 Area V Note 2 E32-R651 Meter GE 18 Area V R653 R656, Note 2 thru R658 R661 thru SYSTEM TITLE - HIGH PRESSURE COOLANT INJECTION E41-K600 Power Supply GE 1 Area V 2.5 2.5 2.5 E41-K601 SO Root Converter BAILEY METER 1 Area V 9 9 13 Rev. 63 Page 5 of 8

SSES-FSAR NIMS Rev. 56 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS

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DESCRIPTION -------------------- -------------------- SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------

(4)

OTHERS OF SAME TYPE IN SAME SEISMIC QUALIFICATION ITEM NO. NAME VENDOR QUANTITY ENVIRONMENT (1) ENVIRONMENT X Y Z E41-K603 Inverter TOPAZ 1 Area V 5 10 8.5 E41-N001 Press Switch BARKSDALE 6 Area II N027 N031 29 29 29 E41-N002 Level Switch MAGNETROL 5 Area II.4 N003, N015, N018 1.2 6 9.5 E41-N604 Diff Press Switch BARTON 2 Area II N005 5 10 10 E41-N005 Diff Press Switch BARTON 1 Area II Note 3 E41-N008 Diff Press Trans ROSEMOUNT 1 Area II 3 3 3 E41-N009 Press Trans ROSEMOUNT 4 Area II N013, N016, N019 Note 2 E41-N010 Press Switch STATIC-O-RING 7 Area II N012, N017 15 15 15 E41-N014 Level Switch MAGNETROL 1 Area II Note 2 E41-N024 Temp Element CALIF. ALLOY 16 Area II N025, N028, N029, 2 2 2 N030 E41-N600 Temp Switch GE 6 Area V N601, N602 E41-R601 Press Indicator ROBERTSHAW 4 Area II R003, R004, R005 Note 2 E41-R002 Temp Indicator MOELLER 1 Area II Note 2 E41-R600 Controller BAILEY METER 1 Area V 9 9 8 SYSTEM TITLE - REACTOR CORE ISOLATION COOLING E51-K603 Inverter(DC to AC) TOPAZ 1 Area V 5 10 8.5 E51-N602 Timer 4 Area V N603 E51-N003 Diff Press Switch BARTON 1 Area II.4 15 15 15 E51-N003 Diff Press Transmitter ROSEMOUNT 1 Area II.4 3 3 3 E51-N004 Press Transmitter ROSEMOUNT 4 Area II.4 N005, N007, N008 Note 2 E51-N006 Press Switch STATIC-O-RING 5 Area II.4 N019 15 15 15 E51-N009 Press Switch BARKSDALE 8 Area II.4 N012, N020, N030 29 29 29 Rev. 63 Page 6 of 8

SSES-FSAR NIMS Rev. 56 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS

---

DESCRIPTION -------------------- -------------------- SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------

(4)

OTHERS OF SAME TYPE IN SAME SEISMIC QUALIFICATION ITEM NO. NAME VENDOR QUANTITY ENVIRONMENT (1) ENVIRONMENT X Y Z E51-N010 Level Switch MAGNETROL 1 Area II.4 Note 2 E51-N011 Temp Element 20 Area II N021, N022, N023 N025, N026, N027 E51-N017 Diff Press Switch BARTON 2 Area II N018 5 10 10 E51-N600 Temp Switch GE 14 Area V N601 thru N604 8 E51-R001 Press Indicator ROBERTSHAW 4 Area II.4 Note 2 E51-R005 Temp Indicator MOELLER 1 Area II.4 5 5 5 E51-R600 Flow Indicator Cont BAILEY METER 1 Area V 9 9 8 SYSTEM TITLE - REACTOR WATER CLEANUP G33-K600 Power Supply GE 1 Area V 2.5 2.3 2.5 G33-K602 SQ Root Conv GE 3 Area V K603, K605 G33-K604 Summer BAILEY METER 1 Area V 4 9 13 G33-N011 Flow Element VICKERY SIMS 2 Area II.2.b N035, N040 Note 2 G33-N012 Diff Press Trans ROSEMOUNT 3 Area II N036, N041 3 3 3 G33-N016 Temp Element CALIF. ALLOY 18 Area II N022, N023 2 2 2 G33-N044 Diff Press Switch BARTON 2 Area II 15 15 15 G33-N600 Temp Switch GE 12 Area V N602 G33-N603 Alarm BAILEY METER 12 Area V 9 9.5 13 NOTES:

Rev. 63 Page 7 of 8

SSES-FSAR NIMS Rev. 56 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS

---

DESCRIPTION -------------------- -------------------- SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------

(4)

OTHERS OF SAME TYPE IN SAME SEISMIC QUALIFICATION (1) ENVIRONMENT ITEM NO. NAME VENDOR QUANTITY ENVIRONMENT X I Y I Z

1. Refer to Tables 3.11-1, 3.11-2 and 3.11-3.

2. Classified as Pressure Integrity Instrument; Seismic qualification not required.

3. Hydrostatic test only required for qualification.

4. This table is based on the original seismic qualification effort performed by GE. Replacement equipment may be seismically qualified to a version of the IEEE Standard 344 that is more recent than the 1971 version. Non-GE supplied replacement equipment is qualified to the revisions of FSAR Section 3.10b.

Rev. 63 Page 8 of 8

SSES-FSAR TABLE 3.10a-2 SEISMIC QUALIFICATION TEST

SUMMARY

CLASS 1E CONTROL PANELS AND LOCAL PANELS & RACKS PANEL DESCRIPTION TYPE CLASS 1E EQUIPMENT DESCRIPTION COMMENTS H12-P601 Reactor Core Cooling System Bench board SBM & CR 2940 switches GEMAC instruments Too long for test table - not tested <11 qualified by analysis H12-P680 Unit Operating Bd. Reactor Benchboard SBM & CR 2940 switches BEMAC instruments Seismic test on similar type Water Cleanup & Recirculation pane1 12>

H12-P680 Reactor Control Bench board Mode switch, range switches Seismic test completed 13 >

H12-P606 Radiation Monitor 2 Bay instrument rack Startup neutron monitoring electronics Seismic test completed H12-P609 Reactor Protection System Vertical board HFA & HMA Relays, CR 105 contactor Identical to U 13-P611 panel Division 1 & 2 Logic tested< 4

• H12-P611 Reactor Protection System Vertical board HFA & HMA Relays, CR 105 contactor Seismic test completed Division 3 & 4 Logic H12-P612 FW & Recirc Instruments 2 Bay instrument rack GEMAC Instruments Seismic test completed H12-P613 NSSS Process Instruments 2 Bay instrument rack GEMAC Instruments Seismic test completed H12-P618 Division 2 RHR/RCIC Relay Vertical board HFA & HMA Relays Seismic test on similar type panel H12-P621 Reactor Core Isolation Cooling Vertical board HFA & HMA Relays Seismic test on similar type Relays panel H12-P622 Inboard Isolation Valve Relays Vertical board HFA & HMA Relays Seismic test on similar type panel H12-P623 Outboard Isolation Valve Vertical board HFA & HMA Relays Seismic test on similar type Relays VB panel H12-P628 ADS Channel A Relay VB Vertical board HFA & HMA Relays Seismic test on similar type panel H22-P001 CS System Loe. Pnl. A Local rack Pressure Switch Seismic test completed H12-P631 ADS Channel 8 Relay VB Vertical board HFA & HMA Relays Seismic test on similar type panel Rev. 54, 10/99 Page 1 of 3

• SSES-FSAR TABLE 3.10a-2 SEISMIC QUALIFICATION TEST

SUMMARY

CLASS 1E CONTROL PANELS AND LOCAL PANELS & RACKS PANEL DESCRIPTION TYPE CLASS 1E EQUIPMENT DESCRIPTION COMMENTS Mon., Timers H12-P633 Radiation Monitor Instrument 2 Bay instrument rack Startup Neutron Monitoring Electronics Identical to H13-P606; PanelB Panel tested H22-P002 Reactor Water Cleanup Local rack Pressure transmitters Seismic test completed I

H22-P004 Reactor Vessel Level & Local rack Pressure switches, level indicator/transmitter Seismic test on similar type Pressure -A

• panel H22-P005 Reactor Vessel Level & Local rack Pressure switches, level indicator/transmitter Seismic test on similar type Pressure- B I panel H22-P006 Recirc A/Main Steam Flow A Local rack Pressure transmitter Seismic test on similar type panel H22-P009 Jet Pump Division 1 Local rack Pressure transmitter Seismic test completed H22-P010 Jet Pump Division 2 Local rack Pressure transmitter Identical to H22-P009 panel tested H22-P015 Main Steam Flow A Local rack Pressure switch Identical to H22-P025 panel tested H22 P017 RCIC Division 1 Local rack Pressure transmitter/switches Seismic test on similar type panel H22-P018 RHR Panel A Local rack Pressure switches Seismic test on similar type panel H22-P021 RHR Panel 8 Local rack Pressure transmitter/switches Seismic test on similar type panel H22-P025 Main Steam Flow D Local rack Pressure switches Seismic test completed H22-P030 SRM & IRM Preamp A-O NEMA12- SRM-IRM Preamplifiers Seismic test completed Enclosures H22-P031 SRM & IRM Preamp A-D NEMA12- SRM-IRM Preamplifiers Identical to H22-P030 Enclosures enclosure tested H22-P032 SRM & IRM Preamp A-D NEMA12- SRM-IRM Preamplifiers Identical to H22-P039 Enclosures enclosure tested Rev. 54, 10/99 Page 2 of 3

SSES-FSAR r

TABLE 3.1 0a-2 SEISMIC QUALIFICATION TEST

SUMMARY

CLASS 1E CONTROL PANELS AND LOCAL PANELS & RACKS PANEL DESCRIPTION TYPE CLASS 1E EQUIPMENT DESCRIPTION COMMENTS H22-P033 SRM & IRM Preamp A-D NEMA12- SRM-I RM Preamplifiers Identical to H22-P030 Enclosures enclosure tested H12-P700 Termination Cabinet 4 Bay Cabinet Cables H12-P701 Termination Cabinet 4 Bay Cabinet Cables H12-P702 Termination Cabinet 4 Bay Cabinet Cables H12-P703 Termination Cabinet 4 Bay Cabinet Cables H12-P704 Termination Cabinet 4 Bay Cabinet Cables H12-P705 Termination Cabinet 4 Bay Cabinet Cables H12-P706 Termination Cabinet 4 Bay Cabinet Cables H12-P732 Termination Cabinet 4 Bay Cabinet Cables FOOTNOTES:

Seismic tests on essential C&l panels fall into the following categories:

1. Panels not tested Due to s12e limitations, qualification completed by analysis.

2. Tests on similar Qanels When panel size and configuration are very similar to but not necessarily identical, test results for a similar panel are used.

3. Seismic test completed Tests run on essentially identical panels but possibly build tor a different plant.

4. Tests on identical Qanels VVhen tvvo panels are exact duplicates of one another. tests are run on only one panel (e.g., H12-P609 and H12-P611 are identical - only H12-P611 was tested) .

Rev . 54, 10/99 Page 3 of 3

!ABLE 3.108*3

SUMMARY

or SAMPLE SEISMIC STATIC ANALYSIS FOR lllREE TYPICAL CABINETS Shear Stud Center Number Panel Forces (lb)/Ft of Panel Axial Load/Stud Load/ Combined Streaa Margin of tensile Panel of Gravity of FR to BK Side to Side Tension Comp Stud Shear Nor,nal Safety"" Load Description (in) Studs (F*B) (S-S) Up Down (lb) (lb) (lb) (psi) (psi) Yield (lb)_.

NSSS Cabinet 4.5 40 736 736 1656 2576. 1748 174.8 349.6 6633 12,793 Tensile 1815 H-12-P608 o.9s Power Range Shear Monitor 1.07 PCCC Q>mputer 40.5 ,. 561 561 1262 1963 1797 88 380 6878 1.3,206 l'ensUe 1874 Cabinet o.89 Shear 1.0 Electro-Hydraulic 43 24 637 637 1432 1228 2111 321 398 7953 15,398 Teneile 2185 Cabinet H-12*P863 0.63 Shear 0.73

• - A value for the margin of safety which is great~r than ~ero (> 0) represents an adequate installation.

,... - A value for the stud tensile load which is less than 4800 lbs. (< 4800) represents an adequate installation.

Rev. 3~, 07/84

SSES-l'SAR TABLE 3.10a-fl Sll~~,~-~1~12B-IIBl?IC6tlQI_Q6I6_~H&M cahin~+ Name: ArP.a nadiation "onitoc, ff12-P605 Applie~ Horizontal Accelerfttion Apolied VPrtical Acceleration 11.6 G Tension Stress (~axi um-Tie.ld) 25,000 PS[

Sh~ar Stress (ftaxi u1-Yieldt 1.1,750 PSI Veiqht of Cabinet (Approx.) 120 LBS Numher of "oantinq Bolts 4 ffeiqht of Center of Gravity 4 5 .Inches rombin?.~ Stt?.ss (Tensile) 10,sq2 PSI combinP.d Stress (Sheart ~-490 PSI

!arqin of Safetv (Tensile) , *.,6 MarQin of Safetv (Shear) 1.50 r.ahinet Name: TIP Control, H12*P607 Appli~d Horizontal Acceleration 1.5G Applie1 VP.rtical Acceleration 2.6 G Allowable Shear Stress in Weld 21,000 PSI V~iqht. of Cabinet (Approx.) 75S LBS Number of Pluq Welds Used for ~ountinq 8 HPiqht of Center of Gravity so Inches Tot~l Normal Force per Pluq Weld R58.8 LBS

~o~al Shear Pore~ per Pluq Weld U1.6 LBS Stres~ in Weld 1,243 PSl

~~rqin of Safety (5hear) 1 s. q Rev

• 3 5 , 0 7 / 8 4

• t\hine.+ Na111P.: Divi~ion A Radiation Plonitor, H12*P606

~PPlied Horizontal Acceleration 1.6 G Applied Vertical Acceleration 4.6 G TPnsion stress ("axi u -Yield) 25,000 PSI Shear Stress (~axi u -tield) . 13,750 PS[

Wei Cl ht of Cabinet (Approx.) 1,lf40 LBS Numh~r of ftountinq Bolts 8 RPiqht of Center of Gravity Inches

-s Combined Stress (Tensile) 10,5Jq PSI combined Stress (She~r, S,t,65 PSI

~arqin of Safety (Tensilel 1.n

~arqin of Safetv (She~r) 1. 52 r.abine* ~ame: Power Ranqe ,onitor, H12-P608 AppliPd Horizontal Accel~ration 1.6 G Aoolied Vertical Acceleration Ten~ion stress (~aximum-Yield ) 25,000 PSI She~r Stress (Kaxi*u*-Yield ) 13, 7S0 PSI VPiqht of Cabinet (Approx.) 5,750 LBS Numh~r of ftountin~ Bolts ll 0 Heiqht of center of Gravity 4S Inches comhi~ed Stress (Tensile) 12,793 PSl Co*hin~d Stcess {Sheart 6,633 PSl J'lllarqin of Safety (Tensile} o.qs Narqin of Safctv (Sh~ar) 1. 07 Re V

• 3 5 , 0 7 / 8 4

Table 3.lOa-4 cabin~t Na~e:

• Bod position Informatio n s,st~** H12-P615 ApoliP~ ffori~ontal ~cceleratio n 1.6 G

~nplie~ Vertical Acceleratio n Tension Stress <<~ari um-tiel~t 25,000 . PSI

$he~r Stress (~a1i1um-Y iel~l 13,750 PSI Vciqht: of Cabinet (Approx. l 1,&125 LRS wu11ber of PIOUntinq Bolts 12 Reiqht. of Center of Gra'Yitv 45 Inches r.omhinP.d Stress (Tensile) 6,953 PSI Combined Stress (Sheara J,60S PSI

~arqin of Safety (Tensile) 260 "arqin of Safety CS hear) 2.A1 TV *. CONCLUSION Pevi~w of the ~arQin of Safety f~r each standard cabinet indicatP.s that th~ *ountinq bolts of each cahinet arP. cap~blP.

of withstandi nq a seismic dist.11rbanc e.

Rev. 35, 07/84

ACCELEROMETER LOCATIONS FSAR REV.65 SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT TYPICAL VERTICAL BOARD (BENCHBOARD WOULD BE THE SAME WITH A BENCH SECTION PROTRUDING ABOUT HALF-WAY DOWN)

FIGURE 3.10A-1, Rev. 47 Auto-Cad Figure Fsar 3_10A_1.dwg

FSAR REV.65 SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT INSTRUMENT RACK FIGURE 3.10A-2, Rev. 47 Auto-Cad Figure Fsar 3_10A_2.dwg

)6$55(9

68648(+$11$67($0(/(&75,&67$7,21 81,76 

),1$/6$)(7<$1$/<6,65(3257 7<3,&$//2&$/5$&.

3,3,1*$1'27+(5(;7(51$/

&211(&7,2161276+2:1

),*85($5HY

$XWR&DG)LJXUH)VDUB$BGZJ

8 FSAR REV.65 SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT NEMA TYPE-12 ENCLOSURE (INSTRUMENTS MOUNTED INSIDE ON INTERNAL MEMBRANE MOUNTED ON STANDOFFS ATTACHED TO BACK)

FIGURE 3.10A-4, Rev. 47 Auto-Cad Figure Fsar 3_10A_4.dwg

STEP Cl): H12-P1i08, POIER RANGE IONITOR CABINET I  :,

1[~

• * - l

1. 75 .. r STUDS - 19 EQUAL SPACES 11,75" ~I

@ 12 INCHES* 228 INCHES -1 BOTTOM PLAN l z

~l - *:

~ix -- T L 231. 5" FRONT ELEVATION

_J ~

JIDE (l(VAT I~

LEGEND OF TERMS Bz, Al

• TENSION/COMPRESSION LOAD IN IOUNTING IOLT 1656 LBSIFT Bx* SHEAR LOAD IN MOUNTING BOLT

• 18' Bx= IAXIIUI COMBINED SHEAR LOAD AT A POINT IN BOLT DUE TD OVERTURNING AND UPLIFT By* a IAXIIUI COMBINED TENSION LOAD AT A POINT IN BOLT DUE _-..----+- *i ~--736 LBS /FT TD OVERTURNING ANO UPLIFT S1

• IAXIIUM COMBINED TENSILE STRESS AT A POINT IN BOLT e~ ....,..___,.... ~

STEP (2):

lz j tAl FREE IOOY DIAGRAI ABSOLUTE COMBINED LOADS (G's~ 31 OAIPING)

HORIZONTAL (3 TO 80Hl) 1.56 TD 1.66 [61,Gy]

VERT ICAL (13 TO 18HZ) 4. 66 [61]

PANEL FORCES PER FOOT Of PANEL Hl 2-P&OB FRONT TO BACK Fi* 1.66 (460)

• 73&LB SIDE TO SIDE Fy

• 1.&G (460)

• 736ll UP +F1 * (4.6-16) 46D

• 1156l8 DOWN -F1 * (4.6+16) 460

• 257&l8 FSAR REV.65 SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT CABINET INSTALLATION FOR SEISMIC AND HYDRODYNAMIC LOADS - SAMPLE CALCULATION (CABINET H12-P608)

FIGURE 3.10A-5-1, Rev. 47 Auto-Cad Figure Fsar 3_10A_5_1.dwg

STEPS (3) & (5): CASE 1 FRONT TO BACK

- + r, lMA ~3 . 75 FT)(736 LBS/FT)(19 FT)+ (1.5 FT)Cl656 LIS/fT)(ll FT) -

(2.85 FT)CBz~ ~ 20 STUDS

• D Bz

• 34.960 LBS 20 STUDS Bz

• LBS PER STUD

• l~o *:~u~~s

• 1, 10 LBS.'STUD TENS I ON EF f

• D [1656 l8S/FT)(11 FT)+ Az - 34,960 LBS]+ 20

• I

'l

• 3§962G STUDS LIS Az

• us PER STUD

• H 9 ~,~~~

• 174.1 LBS/STUD co1PREss10N STEPS (4) & (5): SHEAR LOAD Bx

• o 35 ~r~;~~~U ff)

• 349. 6 LBS/STUil STEP (6): C,OMB IN£D STRESS lfUAR

• i * .x2 + ~*1)2 * ..;::::;)2 * ~1724~2

~X

• 941.33 LBS/STUD FORMULAS FDR COMBINED TENSION AND SHEAR AT A POINT UY I[ FOUND IN STRENGTH OF IATERIALS. 2ND ED. IY SINGER, HARPER I ROI PUBLISHERS, 1162 .

)6$55(9

68648(+$11$67($0(/(&75,&67$7,21 81,76 

),1$/6$)(7<$1$/<6,65(3257

&$%,1(7,167$//$7,21)25 6(,60,&$1'+<'52'<1$0,&

/2$'66$03/(&$/&8/$7,21

&$%,1(7+3

),*85($5HY

$XWR&DG)LJXUH)VDUB$BBGZJ

NORMAL (TENSILE)

,,

• 1" * **2 *C~Y *¥

• By

• 174 + 941.33

• 1115.33 LIS/STUD a'

• l I l5 ' 33

• 12 , 79 3 PS I St * -1.

At .1418 STEP (7): IARGIN OF SAFETY TENSILE I.S. YIELD STRENGTH

• f~:;;~ - I * +.85 SHEAR USE SHEAR YIELD * .55 TENSILE YIELD I.S. YIELD STRENGTH * .55(25 1 000) 1

/.841. 3~\ -

\.1419 /

• +1. 07 ALL IARGINS OF SAFETY ARE POSITIVE, THERFORE, IDUNTIN6 Of' CABINET IS ADEQUATE TO RESTRAIN DESIGN LOADS.

STEP CB): STUD PRE-LOAD YS. STUD TENSILE LOAD PRE-LOAD

• 4800 LIS> By

• 1115 LBS, THEREFORE, IOUNTING DF CABINET IS ADEQUATE TD RESTRAIN DESIGN LOADS.

FSAR REV.65 SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT CABINET INSTALLATION FOR SEISMIC AND HYDRODYNAMIC LOADS - SAMPLE CALCULATION (CABINET H12-P608)

FIGURE 3.10A-5-3, Rev. 47 Auto-Cad Figure Fsar 3_10A_5_3.dwg

WEIGHT*

---' 1/2.

PANELNO~lb

. 730E811 - ~ I "'*

, ,... 7 r=-----~

0 X

1 in. 0 y L ~:----~~-=--o-=--=.-==~I I 3 in.

FSAR REV.65 I

SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT CORNER POST FIGURE 3.10A-6, Rev. 47

_J Auto-Cad Figure Fsar 3_10A_6.dwg

SECOND APPROXIMATION For

• sec:ond approximation, consider two 0.18 in. x 20 in. barriers in addition to the corner p0sts. The plan view of the panel is shown in figure 3.10C-2.

~ 4in. r-t x--+---x

______..,It FSAR REV.65 SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT PLAN VIEW OF PANEL FIGURE 3.10A-7, Rev. 47 Auto-Cad Figure Fsar 3_10A_7.dwg

In the X direction just one barrier will raise the frequency to 30HZ. Use 4 inches of the back panel for each of the two barriers (see Figure 3.10C-3) and the natural frequency in the Y direction becomes 4 HZ.

4in.

JII- ---Y I

FSAR REV.65 SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT BARRIER WITH TWO END PLATES FIGURE 3.10A-8, Rev. 47 Auto-Cad Figure Fsar 3_10A_8.dwg

INFLECTION POINT SIMPLE CANTILEVER BEAM SIMULATED MODEL FSAR REV.65 SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT PANEL DEFLECTIONS FIGURE 3.10A-9, Rev. 47 Auto-Cad Figure Fsar 3_10A_9.dwg

SSES-FSAR Text Rev. 55 3.10b SEISMIC QUALIFICATION OF NON-NSSS SUPPUED SEISMIC

-CATEGORY I INSTRUMENTATION 3.10b.1 SEISMIC QUALIFICATION CRfTERIA 3.1 0b.1.1 Sefsmic Category I Equipment Identification Seismic Category I instrumentation devices and panels were designed to withstand the dynamic effects of the Operating Basis Earthquake (OBE) and the Safe Shutdown Earthquake (SSE) established for this power plant. In additiont when required due to equipment location, instrumentation devices and panels are designed to withstand vibration due to Safety Relief Valve (SRV) and LOCA conditions in combination with QBE and SSE loads.

Instrumentation devices are mounted in instrumentation panels, on equipment racks, on piping, and mounted on building warls or wall _ s tructural elements. All devices, panels, and racks that are classjfied Seismic Category I are mounted on similarly classified supporting members and located within Seismic Category I structures.

Seismic qualification requirements were imposed on equipment through the purchasing documents that were used to procure that equipment. Accordingly, seismic qualification was achieved through analysis and/or testing of items identified on each purchase order for each type of device.

Qualification of instrumentation devices and of assemblies through testing was not mandatory. Equipment suppliers were permitted to qualify their equipment by any of the methods allowable in IEEE 344. However, when practical, testing was the preferred method. Analysis methods were not used when equipment was required to perform an active function under seismic conditions.

Instrument racks, instrument tube tray and their supports, and instrument impulse sensing lines were qualified by analysis.

3.1 0b.1 .2 Seismic and Hydrodynamic Design Criteria The seismic and hydrodynamic (i.e., SRV and LOCA) design and test criteria for qualification of safety refated instrumentation for balance-of-plant systems are described below.

FSAR Rev. 56 3.10b-1

SSES-FSAR Text Rev. 55 3.10b.1.2.1 Functional Criterion Every instrumentation device shall be capable of performing its safety related function during plant operating conditions of startup. constant power operation, and normal or emergency shutdown without impairment of its safety related function while undergoing seismic and hydrodynamic excitation. The safety related function of instrumentation devices can be either passive or active. Where one type of device is used in both types of applications, the device is qualified for the wo*rst-case application.

3.10b.1.2.2 Qualification Levels From the plant QBE, SSE, SRV, and LOCA conditions a family of acceleration required

• response spectra (RRS) were generated for each building elevation for north--south, east-west and vertical directions. The spectra for each elevation where instrumentation is located were examined to establish the worst*case response spectra.

Ptpe-mounted devices are procured for certain generic acceleration values (such as 3g or 69) applied in the vertical and the weakest lateral axis simultaneously. These vatues are checked against the piping analysis to ensure that the piping response does not exceed the qualification level. Where equipment was not capable of meeting this 11 generic value, the actual "9 value for that equipment was used for qualification.

For devices mounted in panels, the RRS used was derived from the panel analysis *or from t_he panel s~aker table test data.

3.1 0b.1.2.3 lnstrumentatfon Supports Instrumentation devices, assemblies, and control panels shall be seismically qualified using the supports that will be used during in-plant installation. These items of equipment are required to maintain their functional capability while undergoing earthquake excitation at the equipment supports. ,

3.1 0b.1.3 Device Qualification Test Criteria Devices that were qualified by test were tested in accordance with IEEE Standard 344-1975. In general, test requirements and acceptance criteria are summarized as follows:

FSAR Rev. 56 3.10b-2

SSES-FSAR Text Rev. 55 a) Devices under test are mounted in a manner that simulates intended use.

-- b) Devices are tested . while in their normal operating condition . (e.g .,

energized) to determine that vibratory conditions do not produce a malfunction or failure. Seismic Category I devrces shall not malfunction during or after a safe shutdown earthquake.

c) Devices are tested in all three axes. Simultaneous excitation in all three axes is preferred; however, tests may be run one axis at a time and then be repeated for the other two axes as an acceptable alternative.

d) Where appropriate a frequency sweep (varying the frequency of excitation with time) is conducted at a low "g" value, e.g., 0.2g as noted in IEEE Standard 344. This test was performed to identify resonant frequencies in the range of interest.

e) Devices that are floor- or panel-mounted are subjected to five OBEs and one SSE in each axis tested. Each QBE and SSE consists of random input motion that envelopes the RRS for that device.

f) Devices that are pipe-mounted are subjected to sine-beat tests over the frequency range of 1 to 100 Hz where required. Each sine-beat test is performed at certain generic peak acceleration values (such as 3g or 6g) or to the peak acceleration for the specific mounting location. If used, the generic acceleration values are checked against the piping analysis to insure that the piping response does not exceed the qualification level.

g} The criteria for malfunction or failure include as many of the following characteristics as are applicable to the safety related function of the device during and after testing:

1) Loss of output signal: e.g., open or short circuit

2) Output variations greater than +/-10 percent of full range

3) Spurious or unwanted output; e.g., relay contact bounce

4) Major calibration shift; e.g., greater than +/-10 percent of range

5) Structural failure; e.g., broken or loosened parts.

3.10b.2 SEISMIC CATEGORY I EQUIPMENT QUALIFICATION Detailed information about seismic qualification of Non-NSSS Supplied Seismic Category I Instrumentation is maintained in a central file within PP&L. A synopsis of this informaUon was by SQRT forms previously submitted to the NRC.

FSAR Rev. 56 3.10b-3

SSES-FSAR Text Rev. 55 3.10b.3 Methods and Procedures of Analysis or Testing of .Supports of Instrumentation Instrumentation equipment was qualified by test. The instrument support_ design was

• considered during the qualification process.

3.1 0b.4 Operating License Review "Results of tests and analyses were provided in individual SQRT Forms.

FSAR Rev. 56 3.10b-4

SSES-FSAR Text Rev. 52 3.10c SEISMIC QUALIFICATION OF NON-NSSS SEISMIC CATEGORY I ELECTRICAL EQUIPMENT 3.10c.1 SEISMIC QUALIFICATION CRITERIA Seismic qualification of Seismic Category I electrical equipment and supports was demonstrated by the suppliers test laboratories, or consultants by analysis and/or by tests.

Seismic qualification of electrical equipment and supports was performed by analysis when the equipment could be modeled and the structural and functional integrity was adequately represented.

The analysis were performed by an equivalent static analysis or by a dynamic analysis. See Subsection 3.7b.3.5 for details of equivalent static load method of analysis.

The dynamic analysis was performed by the response spectrum method. See Subsection 3.7.3.1 for details of dynamic analysis. When analysis was not sufficient to determine seismic integrity, then tests or a combination of tests and analysis was performed to qualify the electrical equipment and supports.

3.1Oc.1.1 Equipment Location Electrical equipment and supports are located within the several buildings on the Susquehanna Steam Electric Stations Units 1 and 2.

3.10c.1.2 Response Spectrum Curves for the Electrical Equipment and Supports Response spectrum curves are based upon the seismic analysis of the supporting structure and represent the maximum seismic response, as a function of oscillator frequency, of an array of single degree of freedom damped oscillators at a particular location within the structure (See Section 3.7).

3.10c.1.3 Seismic Category I Electrical Equipment Loads Seismic Category I electrical equipment will withstand simultaneously the horizontal and vertical accelerations caused by the OBE and the design SSE as defined herein, in conjunction with applicable electrical, mechanical, and thermal loads. The functions of electrical equipment or components, which are necessary for the functional requirements of the equipment, shall not be impaired when the equipment is subjected to the OBE or the SSE in conjunction with applicable electrical, mechanical, and thermal loads.

3.10c.1.4 Safe Shutdown Earthquake (SSE) Conditions SSE is defined as an earthquake that produces the maximum vibratory ground motion for which certain structures, systems, and components are designed to remain functional. These structures, systems, and components are necessary to ensure the following:

FSAR Rev. 61 3.1OC- 1

SSES-FSAR Text Rev. 52 a) Integrity of reactor coolant pressure boundary b) Capability to shut down the reactor and maintain it in safe shutdown condition c) Capability to prevent or mitigate the consequences of accidents that could result in potential offsite exposures to the radioactive material released to the environment.

The load combinations include gravity loads and operating loads. Allowable stresses in the structural portions may be increased to 150 percent of allowable working stress limits. The resulting deflections, misalignment or binding of parts, or effects on electrical performance (microphonics, contact bounce, etc) do not prevent the operation of the equipment during or after the seismic disturbance.

3.10c.1.5 Operating Basis Earthquake (OBE) Conditions The load combinations include gravity loads and operation loads.

Allowable stresses in the structural steel portions may be increased to 125 percent of the allowable working stress limits as set forth in the appropriate design standards, that is, AISC Manual of Steel Construction, ANSI and other applicable industrial codes. The customary increase in normal allowable working stress due to earthquake is used if, according to the appropriate code, it is less than 25 percent. The resulting deflections, misalignment or binding of parts, or effects on electrical performance (microphonics, contact bounce, etc); does not prevent continuous normal operation of the equipment during and after the seismic disturbance.

For the Diesel Generator 'E' facility, the above 25% increase in allowable working stress limit is not allowed.

3.10c.1.6 Prevention of Overturning and Sliding Stationary electrical equipment is designed to prevent overturning or sliding by the use of anchor bolts, welding, or other suitable mechanical anchorage devices.

3.10c.2 METHODS AND PROCEDURES FOR QUALIFYING ELECTRICAL EQUIPMENT 3.10c.2.1 Seismic Analysis Method For the purpose of analysis, the equipment has been idealized as a mathematical model consisting of lumped masses connected by massless elastic structural members. For dynamic analysis, the frequencies and mode shapes have been determined for vibration in the vertical and two orthogonal horizontal directions, termed global directions. The effects of coupling between vibrations in all three global directions have been considered. The spectral acceleration per mode has been obtained from the appropriate response spectrum curve, which has been provided for the appropriate damping value. For determining the spectral acceleration from the response spectrum curves, the value chosen is the largest value on the curve when the FSAR Rev. 61 3.10c-2

SSES-FSAR Text Rev. 52 frequency in question varies by +/-10 percent. Seismic response in terms of inertia forces, shears, moments, stresses, and deflections are determined for response to seismic excitation in each of the global directions for each mode. (See Subsection 3.7b.3.7)

For the consideration of stress or deflection at any point, the total seismic load consists of the most severe seismic load in one of the horizontal global directions combined by the sum of the absolute values method with the vertical seismic load. (See Subsection 3.7b.3.6)

For the Diesel Generator 'E' facility, responses at a point are obtained by taking the square root sum of the squares of corresponding responses due to three orthogonal components of earthquake acting simultaneously.

3.10c.2.2 Seismic Qualification for Electrical Equipment Operability The seismic qualification of Category I electrical equipment, equipment supports, and material except in the Diesel Generator 'E' Building meets as a minimum the requirements of IEEE 344-1971 and project specification G-10, "General Project Requirements for A Seismic Design and Analysis of Class I Equipment and Equipment Supports" and complemented by Project Specification G-22, "Design Assessment and Qualification of Seismic Category I Equipment &

Equipment Supports for Seismic & Hydrodynamic Loads." Project Specification G-10 is summarized in comparison to IEEE-344-1975 and Regulatory Guide 1.100 in Table 3.9-18.

Electrical equipment is qualified for functional operability during and after an earthquake of magnitude up to and including the SSE according to at least one of the following input excitation tests:

a) Single frequency sinusoidal motion or sine beat motions were continuously inputted during the test at specified frequencies to cover the frequency range up to 33 Hz.

b) Random waveform, multifrequency tests.

For the Diesel Generator 'E' facility, the seismic qualification of Category I electrical equipment, equipment supports and material meets as a minimum the requirements of IEEE 344-1975 and project specification C-1041, "General Specification for Seismic Criteria for Design and Qualification of Seismic Category I Equipment and Equipment Supports Located in the Diesel Generator 'E' Building".

3.10c.2.3 Seismic Test Report Analysis and Methods The analysis and test reports furnished by the supplier demonstrate the ability of electrical equipment to perform its required function during and after the time it is subjected to the forces resulting from one SSE and a required number of OBE.

FSAR Rev. 61 3.10c-3

SSES-FSAR Text Rev. 52 Four categories of reports are provided by the supplier of electrical equipment and material applicable to Seismic Category I qualification:

a) Electrical equipment qualified by testing method b) Electrical equipment support and material qualified by analysis and calculation method c) Electrical equipment qualified by supplier's certification of Seismic Category I requirements.

d) Combination of analysis and testing.

3.10c.2.3.1 Electrical Equipment Qualified by Testing and Combination of Testing and Analysis Method Qualification of the electrical equipment listed below is based on testing performed by the suppliers or test laboratories. (Qualification may be based on tested equipment which is similar in design and assembly).

a) Indoor secondary unit substation and indoor power transformers (see Table 3.10c-1) b) 480 V ac motor control centers (see Table 3.10c-2) c) Soother monitors and fuse boxes (see Table 3.1 0c-3) d) DC distribution panels (see Table 3.10c-4) e) Battery racks (see Table 3.1 0c-5) f) Electrical cable penetrations (see Table 3.10c-6) g) Battery charger racks and cabinets (see Table 3.10c-8) h) Panels and termination cabinets (see Table 3.10c-10) i) Battery chargers (see Table 3.10c-11) j) 4.16 kV switchgear (see Table 3.10c-12) k) DC control and load centers (see Table 3. 10c-13)

I) Instrument ac transformers (see Table 3.1 0c-14) m) Automatic transfer switches (see Table 3.10c-15) n) Load isolation motor generator sets (see Table 3.1 0c-16) o) Inverters and 120V AC instrument panels (see Table 3-10c-18) p) Battery Shunt Box (See Table 3.10c-~D 3.10c.2.3.2 Electrical Equipment and Supports Qualified by Analysis Method Cable trays were qualified by analysis method based on similarity in design and assembly, and representing the type of equipment shown in Table 3.10c-7.

FSAR Rev. 61 3.10c-4

SSES-FSAR Text Rev. 52 3.10c.2.3.3 Electrical Equipment Qualified by Suppliers' Certification Large induction motors (see Table 3.1 0c-9) were certified by the suppliers the motors had been previously qualified by tests equivalent to those described in Subsections 3.1 0c.1, or were analyzed and calculated.

3.10c.2.3.4 Minimum Operating Voltage of Voltage Relays All non-NSSS and non-ACR voltage relays which must be energized or must remain energized to perform safety functions during a seismic event are tabulated in Table 3.10c.17.

3.10c.3 Methods and Procedures of Analysis or Testing of Supports of Electrical Equipment Electrical equipment supports were qualified or tested with their associated equipment. See Subsection 3.1 0c.2 for a description of the applicable method or procedure.

3.1 0c.4 Operating License Review A summary of tests and analyses is identified in Tables 3.10c-1 to 3.10c-16.

FSAR Rev. 61 3.10c-5

SSES*FSAR TABLE 3.lOc-1 SECOflDARY UNIT SUBSTATIONS AND POWER TRANSFOJIMERS I

~IJ'tENT IDENTIFICArION LOCAnON UNIT SUPPLIER 'l'ESTlNC ~AUFICAnON QtJAllFtCATION I1>>t NO. DESCRIPTION EQUIPf£NT NO. BLDG. ELEV. NO. FACILITIES CJU'l"ERlA "El" SlCN!D BY:

I 8856-E-117- Single Ended 11-210 Reactor 749 1 1.T.E. Wyle Project Spec Report#

57&58 Secondary Unit l.B-220 749 1 1Jlper1a1 Laboratories C-lo,t 26340-2 Sub*t:.ation u-:uo 719 1 Corporation Norco, & IEEE-344- 26340-J Conslatiq of: lB-240 719 1 California 1975 2634().4

• • Tenlnal 28-210 749 2 By:

tb-'>er,21-220 749 2 G. Shlpvay

b. 750 kVA 2B*UO 719 2 Tranaforaer, 2B*2lt0* 719 2

c. L&W.

SVltchgear Spec E-1023 1000 kYA OXS65 D. Gen. 675 Co.I. B.B.C. Wyle Spec C-1041 Report#

'trans fonaer 'E' Bldg. Laboratories & IEEE 344* l7-SS778-STA 4.16kV-480V Huntsville, 1975 By:

Alabaaa C. E. ICunkel Spec E-1023 SltV Switch OS569 D. Gen. 675 COiia. B.11.C. Wyle Spec C-1041 Report*

'Et Bldg. Laboratoriea & IEEE 344- 37-55778-SIA Hunts*! lle, 1975 By:

Alabau C. E. Kunkel

• NOTE: Specification c-to la cciapleaented by Speciftcatton c-22.

For C-10 Spectflcatton 5'.aaary, Seit" Table 3.9-31.

Re"* 40, 9/88

SSRS-FSAR TABLE J.lOc-2 fiOIOR COHDOL CEH'1'ERS (Page 1 of 2)

~Pt£N'l' IDElff'IPICAnON LOCATION UNIT SUPPLI~ flSTlNC ~ALIFlCATlON ~ALTnCATION l'l'!M NO. DESCRIPTION EQUIPMENT NO. BLDG. !LEV. MO. FACILITIES CRlftRIA "!1" SJCNED BY:

I 8856-E-118 Motor Control OB-136 Control 783 c.n CUtler-Hlaller Wyle Project Spec Report #42966-1 Center OB.-llt6 COlltrol 783 c-i Laboratories C & IEEE-OB-516 D.Gen. 677 can Huntsville, l44*1975 By: J. Fore..n

• A-D 1 Abb ... I OB*U7 677 Wyle 011-526 677 c-n Report -1tSS90-l 09 ...527 677 ~ #45590-2 0B-536 677 c..,

OB-S46 677 0lllrl By:

Vincent,. Kearns 111 111-216 Reactor 683 1 lB-21.7 749 1 C. ff. Eaton 111*219 670 1 Report *DA57-3251 By:

lB-226 683 1 Vincent F. Kearns Ill ll-227 749 1 1B-229 719 l 18-236 719 1

• tfote: Specification C l.B-2l7 670 1 la coapleaet1ted by 18-246 119 1 Spectftcatfon c-22 1..B-247 670 1 28-216 Reactor 683 2 211*217 749 2 28*226 683 1 21l-227 749 2 2B-236 719 2 2B-:!37 670 2 211-246 719 2 28-247 670 ,.

Re¥. 40. 9/88

SSES-FSAR TABLE 3.lOc-2 K7.l'OR CON'IROL CENTERS (Pa~ 2 of 2)

EQUIPHPJIT lDENtIPICATIOM LOCATION UMIT SUPPLIER 1.'ESTING ~ALIFICATION QUALIFICATION lTEH NO. DESCRIPTIOK EQUlft£MT NO. BUJC. ELEV. NO. FACILITIES CRI'l"ER.IA "El0 SIGNED BY:

lY-216 Reactor 68J 1 1Y*218 719 1 lY-226 683 1 lY-236 719 1 lY-246 719 1 2Y-216 68l 2 2Y-218 719 2 2Y-226 683 2 2Y-236 719 2 2Y-246 719 2 eo...

Spec E-1024 Motor Control Center OB-565 D. Cen. 675

• £*

Teleaecanlque Wyle Laboratories Spec C-1041 &

IEE£ 344-Teleaec:anique Report No. I I

Huntsville, 1975 SC-655 Alabaaa By:

Paul W. lftggtns

~*- 40, 9/88

SSES-FSAR Table Rev. 43 TABLE 3.10c-3 BATTERY MONITORS AND FUSE BOXES EQUIPMENT IDENTIFICATION LOCATION EQUIPMENT UNIT TESTING QUALIFICATION QUALIFICATION ITEM NO. DESCRIPTION NO. BLDG ELEV. NO. SUPPLIER FACILITIES CRITERIA E1 SIGNED BY:

8856-E-0119AC Battery Monitor 1D-675 Control 771 1 Power Wyle. Project Spec Vincent F. Kearns 24V 1D-676 1 Conversion Laboratories, G-10* & IEEE Test Report 1D-685 1 Products, Huntsville, 344-1975 #45463-1 Rev. A 1D-686 1 Inc. Alabama 2D-675 2 2D-676 2 2D-685 2 2D-686 2 Battery Monitor 125V 1D-691 1 1D-692 1 1D-693 1 1D-694 1 2D-691 2 2D-692 2 2D-693 2 2D-694 2 Battery Monitor *NOTE: Specification G-10 is 250V 1D-695 1 complemented by Specification 1D-696 1 G-22.

2D-695 2 2D-696 2 125V Fuse Box 2-1000A 1D-611 1 1D-621 1 1D-631 1 1D-641 1 2D-611 2 FSAR Rev. 64 Page 1 of 2

SSES-FSAR Table Rev. 43 TABLE 3.10c-3 BATTERY MONITORS AND FUSE BOXES EQUIPMENT IDENTIFICATION LOCATION EQUIPMENT NO. UNIT TESTING QUALIFICATION QUALIFICATION ITEM NO. DESCRIPTION BLDG ELEV. NO. SUPPLIER FACILITIES CRITERIA E1 SIGNED BY:

2D-621 2 2D-631 2 2D-641 2 250V Fuse Box 2-1600A 1D-651 1 1D-661 1 2D-651 2 2D-661 2 Fuse Box, 24V, 2-100A 1D-671 1 1D-681 1 2D-671 2 2D-681 2 Spec E-1025 Battery Monitor D. Gen. 656 Comm. Vitro Wyle Spec C-1041 & C&D Power 125V 0D-601 E Corp. Laboratories IEEE 344-1975 Systems Huntsville, Test Report No.

Alabama QR2-13201-1 By: Paul Wagner Battery Float 0D595A 0 Current Shunt Box 1D610A, 2D610A 1 2 125V 1D620A, 2D620A 1 2 1D630A, 2D630A 1 2 1D640A, 2D640A 1 2 Battery Float 1D650A, 2D650A 1 2 Current Shunt Box 1D660A, 2D660A 1 2 250V FSAR Rev. 64 Page 2 of 2

SSES-FSAR.

TABLE 3.lOc-4 OC DISTR.IBt.rl'ICII PANELS

~JP!1!H'r lD!N'ltFlCATION LOCATION UNIT SUPPLIER T!STINC QUALinCAnON ~ALIFICATIOH I'I'EM NO. DESCRIPTION EQUIPMF.NT MO. BLDG. ELEV. NO. FACILITIES CRl'l'ERIA "El" SIGNED BY:

8856-E-120 DC Dtetrlbutlon 1.D-614 Control 771' l I.T.E. Wyle Project Spec Report #26340-5 Panels lD-615 1 1.-perial Laboratoriea c .. 10,. & IEEEM By: G. Shipway 125V 225A 1D-624 1 Corporation Novco, 344-197S HIiiin Bue 1.D-625 1 California Report #26340*3 lD ...634 1 26340-6 lD-635 1 By: C. Shipway U>-6lelt 1 1.D-64S 1 24¥ 100A 11>-672 1 'IINO'l'E: Speclflcation c-10 is ccapleaented by Haln Jue l.D-682 I Speclflcation c-22.

125V 2.25A 2~14 2 Hain Bue 2D-615 2 20-624 2 W-625 2 20-634 2 20-635 2 20-644 2 2D-61.5 2 24V 100A 2D*672 2 Main Bua :m-682 2 Spec E-1027 DC Svltchboard 00*597 D. Gen 1

£ 1 656 Colla Square 'D' (Qualified by Spec C-1041 & Squan!! *0 1 125Y C()apany. Test) IEEE 344-1975 Report No.

Farwell fa 8998*10.09-L14 Hendrlcke, Inc. 8998-10.09-1.84 Milford, Ohio By:

R. A. Oterstng DC Dtatrtbutton OD-599 D Gen. 'f!' 660 Colla Square *o* (Qualified by Spec C-1041 t. Squ11re *0 1 Panel Coapany Teet) IEEE 344*197S Report No.

125V Farwell & 8998*10*09-L74 Hench* icka, Inc. By:

MtlfoTd, Cillo R. A. DterslnR Re*. 40, 9/88

5HY        66(6)6$5



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 (48,30(17,'(17,),&$7,21 /2&$7,21     

         

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,7(012 '(6&5,37,21 12  %/'* (/(9 12 6833/,(5 )$&,/,7,(6 &5,7(5,$ ³('6,*1('%<

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tJJ;J_l112~=~--E~E~IR!~&-£!..el&-R~~:r~~:l2.!-1?!3~-1l

~giznM.f!I_ll>:.!I!!!£!!!2.!  !,~!I!Q! 1111 I"' s UP rt I~:? *;:-r-:sTl "iG ottALlfICATTo, cnAtIFfCJ~IO~

IT!" ~n. DESCRIPTION 'f:'OUIP!'t~MT NO. BLOG. ~LEV. 10. Ft'I.CILlTtES CRlT~RIA "£1" St~N~D uY:

~85~- !- 1 lS Electrical 'i'est. in ,Jhouse Ac~ i.CD. !.db s ProjPct Spec P~poct ,~~~-T~-

Cable ~-10* C IFEE- 1f~04-81N Penflttr"'t-.ior.n: 3Q4-197S By: I\. te*~ourtl.\is 1feut:ron 1W-100A a~~c:t-,= 101* 1 Monitor 1V-100A ur- ,ooc 101*

707* ,1 1¥-1000 707 1 1 2v-100, 707* 2 29-100B 707* 2 2i-100C 707* 2 2v-1000 707* 2 "ediu*

V'ol taqe n-,ou. 7~5*-9" ,

1'i'-101B 733* 1 1v-101c 7lJ* 1 1V-101D 700' 1 1v-101 'F. 730'-2" 1 1V-101P 727*-0" 1 2v-1ou 735*-9" 2 2v-101 !J 733' 1.

2w-101c 733* . 2 28* 101 D 700' 2 211-101;:; 7)0*-2* 2 2W-101P 121*-0 11 2 Low Le*el 1 ~-102 J\ 729*-1" ,

Si<Jnal ,v-102e 729 1 -1* 1 2t1-102A 729'-1" 2 2v-102a 729 9 -1" 2 1 W*10H 707* 1 1¥-1031! 112* 1 2W-103A 707 1 2 211-103(11 712' 2 cont.rol

~oli Ori TII! 1--1011, 707' * 'h)Tr: So~c.fic3~1on b-13 is co ol~m~n~e~

1V-1'),1,J? 712 1 l b'v So*~cific-1tio~ ~-l~.

• Hl'-101,6C 112* 1 1V-1?i.o 712' 1 2V-104A 707 1 ~

2V*10'68 712' 2 2W-10flC 71;.?* l.

2v-1ocao 112* 2 Rev. 35, 07/84

SS~S-!"'~ l\i:l

!!Dkl_J&1Q~=~--1'J~!~!!t._9.l~L.fl!!l~!!1~!-lfa3 ~-ll

2~1rffl!t_1RJ!Illl~&1121 ~~r!!lQ! uNrT 5uPeLr~;( 7!'.~TI'fu OtALIFlCATID~ QUAL1fICATT0~

TTJ" !'I ,rn. D!SC~IPTIO~ P.O~IP~~NT 10. ~LuG. eL~V. ~0- P ~rI LI'I'T fc; CPI~r~IA "E1" SIG~~v 1T:

P ~ t; f. - *- 1 3 S Elf"etrical *,~stin Ull)U~~ }.ct io1  :.;l!.) s ?=oioct Spec ~e?or* ~15~0"-q1" Cable G-1,,* ~ IEE;;.- Oy: J'... Lahouri* is Peoetra~ions .,ll.,.-1915 POVfl'r 1W-105A. R'lactor 12q*-1" Hl-1058 12q*-1" 11r-105C 1V-105D 729 1 -1*

7tal1 1

1 Seisaic Test 2W-105A 729'-1" 1 for "lodl.1-1/4r 2ii-1058 729'-1" 2 Pen *"!t: rll+ ion 2v-1osc 129*-1* 2 5" Jh.*

2W-105D 7",, 2 Lov Voltaae 1V-l06A 72q'-1" 1 1V-106 B 729 1 -1" 1 1W-106C 72 9 1 -1" 1 111-1060 7111 1 1 1V-107 7q 1' 1 n-1oa 729 1 -1" 1 2*-106 ., 729'-1" 2 2V-106B 729 1 -1" 2 211-106C 729**1" 2 21'-1060 71l1' 2 2il-107 7q,, 2 2V-108 729*-1* 2 CiUJ>Dression Pool Low 1 Ii-JOO t,88 1 -6" 1 Vol ta<1e.19-301 69a*-1 11 1 Con~rol and 2V-JOO 6~1P-~" 2 Pover 2v-101 688'-1" 2 1* 1'0?!: ~oecifici~ion --~-10 i ~ eou,le*ented bf soecifleatio" G-l2.

Rev. JS. 07/8'

SSES-FSAR TABLE 3.10c*7 CABLE TRAYS "SAFEGUARD" (Page 1 of 2) l"IDI NO *

~IPM!Jff ID!lffl.FICAnON DESCRIPTION LOCATION F.QUIPI-Elff NO. BLDG. ELEV.

UNIT HO.

SUPPLIER 'JESTINC FACILITIES

~ALIFlCATlON CRITERIA

<i!ALIF!CATION

El" SIGNED BY:

I 8856-!-132 Cable Trays: Control 670' 1&2 Husky Product Husky Products, Project Spec 1-29-76 3 1'1> X 24"W S9"1*24-144 Reactor to Inc. Inc. 7405 G-10 & IEEE- a. Teat No.

770' Industrial Rd 344-1975 --977-978

)"D a 18"W S9"1-18-144 Florence, Load Test-Kentucky (Trays) l"D x 12"W S9111*12-144 By: T. O'Hara

8. Heinz S"D

• 24W S9Nl-24-144

b. (Hold Down 5D x 18"W SCJtU-18-144 ~ 4/12/76 Test No. 1127-5°D JL 12"11 S9111-12-144 L,H,V, 5/14/76 1151&

1152 7 /21/76 1188 8/10 /76 1196-H, Y

c. Electric Test 12/12/72 Harper-Horrez

11. Schuater

d. Sets lc Ca lcu lat ton 8/11/76 By: I. Schuster

~ - 40, 9/88

SSES-FSAR UBLE l.lOc-7 CABLE TRAYS 0 SAFECUARDu (Pa1e 2 of 2)

!QUIPMEn IDD'l'IFICAnON LOCAnOfl UNIT SUPPLIER n:STINC ~ALI Fl CATION ~ALIPICATION llEM NO. DESCRIPnON !QUIPMEN'l' NO. BLDG. Et.EV. NO. FACILITIES CRITERIA "El" SIGNED BY:

I Spec E-1032 Cable Traya: D. Gen 'A-D' T. J. Cope (By Analyeie) Spec C-1041 & PP&L Cale. No.

3"D X 12"W and *E' IEEE 344-197S Jl-<HIR-102 By! T. A. Gonum l"D x 181'W l'"D x 2411 S"D x 12"W S"D a 18"W 5D x 24"11 S"l> x l6"W Re*. 40, 9/88

SSES-FSAR Table Rev. 41 TABLE 3.10c-8 BATTERY CHARGER RACKS AND CABINETS EQUIPMENT ID LOCATION EQUIPMENT UNIT TESTING QUALIFICATION QUALIFICATION ITEM NO. DESCRIPTION NO. BLDG ELEV. NO. SUPPLIER FACILITIES CRITERIA E1 SIGNED BY:

8856-E-119-AC Battery Chargers 1D-613 Control 771 1 Power Wyle Project Spec Test Report 125V 100A 1D-623 1 Conversion Laboratories G-10* & IEEE- #45463-1 Rev. A 1D-633 1 Products Inc. Huntsville, 344-1975 Vincent F. Kearns 1D-643 1 42 East Alabama 2D-613 2 Street, 2D-623 2 Crystal Lake, 2D-633 2 Illinois 66014 2D-643 2 0D-673 Cmmn Battery Chargers 1D-653A 1 250V 300A 1D-653B 1 1D-663 1 2D-653A 2 2D-653B 2 2D-663 2 0D-683 Cmmn Battery Chargers 1D-673 1 24V 25A 1D-674 1 1D-683 1 1D-684 1 2D-673 2 2D-674 2 2D-683 2 2D-684 2 0D-685 Cmmn Spec E-1025 Battery Charger 125 0D-596 D. Gen. 656 Comm C&D Power Wyle Spec. C-1041 & C&D Test Report t--

V 200A E Systems Laboratories IEEE 344-1975 QR2-52666-1 Huntsville, By: Paul Wagner Alabama

• NOTE: Specification G-10 is complemented by Specification G-22.

FSAR Rev. 64 Page 1 of 1

SSES-~SAR TABL~-J~lOc-q __ tAAG!_r*onCTlQM_~OT2RS_4000V

---*T------ ------------------------------------------------------------------------------------------------------~------

~QOIP~!"T_ro~~TI,rCA~IO~ L0~-~12~ 1~IT SQPPLI~~ T ESTitlG QUALIFICATIO~ QUALIP!CATIOI t'r~'IIII 110. *1 P!SC:P IT'T ro.- E:O'JI P 11Pl!~T "f*.>. BLDG. 'cLP.V * "10. ~.\CILfTl tS CRITRRIA *R1" SIG~P!D BY:

AA~6-~-112 L~;c,e Inductio11 The 11otocs are Project SPPr.. C. K. l'!cDonal-,

"'of' "rs "ooov Jff aualifieiii by G-10* I!f.E ~~rn:-t: I 4S0 HP 1800 RP"! OP-S04-A MS Ca an Ge nei;a 1 SP-is11ic ... nalysis J*U-1975 -~-57]

PmProtmcv 0P-504-'3 -:-a*n Electric by ~cDonald ii.!-57~

~ u.r~ic~ V~t er l?Ull!D 0P-S02'*C OP-'>1')4-D C*an C*an P.nqinec:a:-inq Analysi~. Inc **

600 H'P l&l)OOV ,~-506-A. Mt; 1 flir 11inqhl!* or 1200 'RP" 1P-5%-B 1 Ala !l~11a .

PA~ SPCf"iC~ 2P-506-A 2 il~er PUIIO 2 P-50-5-8 2

• IOTE: SoP.eification G-10 is co ole en~ed bf 5~P.cification G-22.

Rev. 35, 07/84

SSES-FSAR Table Rev 41 TABLE 3.10c-10 PANELS AND TERMINATION CABINETS EQUIPMENT IDENTIFICATION LOCATION EQUIPMENT UNIT TESTING QUALIFICATION QUALIFICATION ITEM NO. DESCRIPTION NO. BLDG ELEV. NO. SUPPLIER FACILITIES CRITERIA E1 SIGNED BY:

Transfer Panels 0C512E-A D. Gen. 656-6 1 York (By Analysis) Project Spec N&S Reports E Electro- C-1041* & IEEE 1290-1 and 0C512E-B 2 Panel 344-1975 1290-2 0C512E-C 1 0C512E-D 2 By:

Termination 0TC512-A/C 1 M. Randall Cabinets 0TC512-B/D 2 Transfer Panels OC512-A D. Gen. 710-9 1 A-D 0C512-B 2 0C512-C 1 0C512-D 2 Synchronizing Panel 0C619 D. Gen. 675-6 Comm Golden Wyle Labs Project Spec. Wyle Labs E Gate Norco Calif. C-1041# Report No. 53444 Switchboar IEEE 344-1975 By: C. C. Lee d Co.

• NOTE: Spec C-1041 is complemented by Spec. E-1026.

1. NOTE: Spec C-1041 is complemented by Spec. E-1022.

FSAR Rev 63 Page 1 of 1

SSES-FSAR Table Rev. 41 TABLE 3.10c-11 BATTERY CHARGERS EQUIPMENT IDENTIFICATION EQUIPMENT NO. UNIT TESTING QUALIFICATION QUALIFICATION ITEM NO. DESCRIPTION BLDG ELEV. NO. SUPPLIER FACILITIES CRITERIA E1 SIGNED BY:

8856-E-119-AC Battery Chargers 1D-613 Control 771 1 Power Wyle Project Spec Test Report #45463-1 125V 100A Conversion Laboratories, G-10* & IEEE-344-1975 Rev. A 1D-623 1 Products, Inc. Huntsville, Vincent F. Kearns 1D-633 1 Alabama 1D-643 1 2D-613 2 2D-623 2 2D-633 2 2D-643 2 2D-673 Comm Battery Chargers 1D-653A 1 250V 300A 1D-653B 1 1D-663 1 2D-653A 1 2D-653B 2 2D-663 2 2D-683 2 2D-684 2 0D-685 Comm Battery Chargers 24V 25A 1D-673 1 1D-674 1 1D-683 1 1D-684 1 2D-673 2 2D-674 2 2D-683 2 2D-684 2 0D-685 Comm Spec E-1025 Battery Charger 125V 0D596 D. Gen. E 656 Comm C&D Power Wyle Spec. C-1041 & IEEE C&D Test Report QR2-200A Systems Laboratories 344-1975 52666-1 Huntsville, QR2-52666-1 Alabama By: Paul Wagner

• NOTE: Specification G-10 is complemented by Specification G-22.

FSAR Rev. 63 Page 1 of 1

SSES*FSAR TABLE l.10c-12 4.16 KV MTCHC!AR I

EQUinEM'l I.DFXrinCATIOM LOCATION UNIT SUPPLIER TESTING ~ALI FlCATION ~ALIFICATION Il'Df NO. DESCRIPTION ~IftDt"NO. BLDG. ELEV. HO. FACILinES CRITERIA El" SIGHED BY:

I 8856-E-109- 4.16 kV lA-201 Reactor 749 1 weetlnghouse Wyle Project Spec Report **s 34 Switchgear lA-202 749 1 Laboratory, C-1()11' & IEEE- 57577-1 lA-203 719 1 Huntnille, 344*1975 S7S88 1A*20't 719 1 Alabaaa 2A-201 749 2 and 58642 u-202 749 2 Wyle 58664 2A-l03 719 2 Laboratory lA-20,. 719 2 Ncwco, CA C. Shtpway Spec E-1022 4.16 ~V OA510 D. Gen. 1 E' 657 Co.a B.B.C. Wyle Spec C-101+1 & C&D Switchgear Laboratories IEEE 344-1975 Report No.

Huntsvllle- 37-S5736*SSA A.labaaa By: C. E. Kunkel OA510A D. Gen. 1 A-D 1 710 Colla B.B.C.

OA510B OA510C OASlOD

• NOTE: Spec:lficatton C-10 ts cc,apleaented by Speclflc tlon c-22.

Rev. 40, 9/88

SS!S-FSAR t\BU 3.lOc-13 DC CONTROL AND LOAD CENTERS I'IEM NO

• EQUIPfi£N'.r IIEN'I'IFICAt'ION DESCRIPTION LOCAffON E~IPl£NYHO. BLOC. ELEY.

UNIT NO.

SUPPLIER ttSTINC FACILl'IIES

~ALIFICAl'ION CRITERIA

~ALI Fl CATION "Eln SICNEO BY:

8856-E-121- DC Control lD-254 Reactor 670 1 General Wyle Project Spec Report*

22-1 Centera 250V 1D-261t Reactor 683 1 Electric Co. Laboratory, C-l(tll' & IEEE- 26340-8 1D*274 Reac1tor 683 1 Novco, CA 344-1971 lly: G. Shlpvay 21>-254 Reactor 670 2 2D-261t Reactor 683 1 2D-274 Turbine 729 2 8856*E*121* DC Load 22-J Centers 2SOV lD-652 Control 771 1 Project Spec Report **s ll)-662 Control 771 1 C-22 & IEEE- 26340-2 20-652 Control 771 2 344-1975 26340-3 2D-662 Control 771 2 26340-7 By: C. Shipvay DC Load Centers 125V lD-612 Control 771 1 lD-622 Control 771 1 lD-632 Control 771 1 lD*6112 Control 771 1 21>-612 Control 771 2 2D-62:! Control 771 2 2D*632 Control 771 2 2D-642 Control 771 2 Spec E-1024 nc Motor Ot>S98 D Gen 'E' 657 Coai Teleaecanique Wyle Spec. C-1041 & Teleaecantque Control Laboratoriel!I JE£E 344-1975 Report No.

Center Hunt IIIY l lie, SC-65S USY Alabaaa By: Paul Wiggins

• HO'l"t: Speciftcatlon C-10 la coapleaented by Specification C-22.

Re*. 40. 9/98

SSES-FSAR TABLE 3.lOc-14 INSTRIJM!NT AC TRANSFORM!RS EQUIPM!N't IDENTIFICAnON LOCAnON UNIT SUPPt.IER TESTING ~ALIFICATION ~ALI FI CATION ITEM NO. DESCRIPTION E~Il't£Nl' NO. BU>C. EUV. NO. FACILITIES CRITERIA "£I" SIGNED 8Y:

I 8856-!-136 Instruaent AC ll-216 'Reactor 683 1 Federal Pac. Wyle Proj Spec Report #

Trensfor9era ll-226 683 1 Electric Co. Laboratory, C-10* 6 45455-1 37.5 kVA, J/1 ll-236 71'> 1 Huntavil le, IEEE 344- By:

It Wire, 480-- U-246 719 1 Alabaa 1975 Vincent F. !Cearns III 208y/12fN 2X-216 683 2 2X*226 683 2 2X-236 719 2 2X*246 670 2 25 ltVa, lf U:-201A Reactor 761 1 480-120/2.ltO V 1X-201B 761 1 2X-201A 761 2 2X-201B 761 2 15 ltVa, lf OX-507 D. Gen. 'A*D 1 710 Co-480-120/240V OX-508 710 ~

OX-509 710 Co- Qualified by Analysts OX-510 710 Ca.

OX-512 ESSW 685 Ca.

OX-513 Puap- 685 Ca.

house J.

I Spec !-1024 30 kVa, OLX-511 D. Gen. 'E' 675 ~ Teleaecanlque Wyle Spec C-1041 & Teleaecsntque 480-480/277 Laboratories IEEE 344-1975 Report No.

Huntsvll le, SC-665 Alabaa lly: J. 0, Owens

• NOTE: Specification c-10 ts c0a11leaented by Spectftcatlon c-22 *.

~"- 40, 9/88

SSES-FSAR TABLE J. lOc-15 AUl'OHAl'lC TRANSFFJl swttamS

!QUlf'telff IDENnnCArIOl'I LOCATION UNIT SUPPLIER ttSTINC ~ALIFICATION QUALIFICATION IttM NO. DESCRIPTION EQUiftENT NO, BUlC. ELEV. NO. FACILITIES CRIT'tRIA El" SIGNED BY:

8856-E-152 Autoaatic Transfer OArS-516 D Gen. *A-0°677*

OArS-526 Cen. 677° eo-Co.I Ruaselelectrlc, Wyle Inc. Laboratory, ProjectSpec: Report#

G*lO- & IEEE- 4443lt-l I

Switch OArS*5J6 677* Co.I Alabaaa 3"-1975 By:

QAT'S-546 677 1 eo- for J - s W. For-n C.C & D lA'l'S-219 Reactor 670' 1 Coapany l.ATS-229 719 1 1 Ltd.

2ATS-219 Reactor 670' 2 v.rs-229 719' 2 I

OA'rS-556 D Cen. 'E' 65(,'-6" eo- Gould/ Wyle Project Spec. n: Repot't Teleaecanlque Laboratory C-lOftl# & IEEE SC-657, Rev. l

('IE) lfuntsvllle, 344-1975 By: P. Higgins Alabaia

• NOr!: Spectftcatton c-10 I* coapleaented by Spectftcatton c-22.

f NO'fl!!: Spec. C lOltl ts coapl-nted by Spec:. E-1024.

Rev. ,.0, 09/88

SSES-FSAR TABLE 3.10c-16 LOAD ISOLATION MOTOR-GENERATOR SETS EQUlPMENT IDENTIFICATION LOCATION UNIT TESTING QUALIFICATION QUALIFICATION "E" ITEM NO. DESCRIPTION EQUIPMENT NO. BLDG. ELEV. NO. SUPPLIER FACILITIES CRITERIA SIGNED BY:

8856*E-151 Load Isolation Motor Generator Sets:

Motor 150 HP. 1S-246 Reactor 670' 1 Engine Power Co./ Wyle Labs Project Spec Wyle 3~. 480V , 1G-202 670' 1 Kato Engineering and G*10* & Report#

Generator R.W. IEEE-344-1975 58393 100 kv, 3~ 1S-247 719' 1 Siegfried 58411 480V 1G*203 719' 1 Associates By: W . M. West Report #4058 R. W. Siegfried

__Report #4058 2S-246 670' 2 2G-202 670' 2 2S-247 719' 2 2G-203 719' 2 Control Panels 1C-246 670' 1 for Motor* 1C*247 719' 1 Generator Sets 2C-246 670' 2 2C-247 719' 2 NOTE: Specification G-10 is complemented by Specification G-22.

Rev. 54, 10/99 Page 1 of 1

SSES-FSAR Table Rev. 55 TABLE 3.10c-17 NON-NSSS AND NON-ACR RELAYS REQUIRED TO BE ENERGIZED (Units 1 & 2 Devices Are Identical)

Operating (Volt)

Device Relay Manufacturer Seismically No. Function Location Type Normal Minimum Type Tested Remarks 27 Supervise 480 V Auto Transfer 0ATS219, 0ATS229 Russel-Electric 480 ac 432 ac 432 Vac Switches 0ATS516, 0ATS526 UV-100/42 0ATS536, 0ATS546 480/500 27A Initiates 4 kV Bus Auto 1A201, 1A202 ABB/West. - SVF31 119 107 24 Vac Transfer 1A203, 1A204 27AI Permissive to Close 4 kV 1A201, 1A202 ITE-270 119 107 110 Vac Incom Breakers 1A203, 1A204 43 Transfer Relay for 480 V Auto 1ATS219, 1ATS229 Ward-Leon ARD 480 ac 432 ac 432 Vac Transfer Switches 0ATS536, 0ATS516, 0ATS526 Bul-130 0ATS546 44 Initiation of 4 kV ESF Loads 1A201, 1A202 ABB/West - SSV-T 120 ac 90 ac 90 ac 1A203, 1A204 59N Trip +/-24 vdc Battery Charger 1D672, 1D682 GE - NSV 24 dc 28 dc 30 dc on Overvoltage 51V 480 V Swing Bus M-G Set 1C246, 1C247 ABB/West - Cov-9 120 ac 108 ac 80 ac Protection 62 Time Delay Relay Various inplant Agastat 7000 Series 125 dc 105 dc 120 dc Locations 62 Time Delay Relay Various inplant Agastat 7000 Series 120 ac 108 ac 120 ac Locations 62 Time Delay Relay (480 V Auto 1AT219, 1AT229 Ind. Timer CSF-30M 120 ac 108 ac 120 Vac Transfer Switches 0ATS516, 0ATS526 0ATS536, 0ATS546 X Auxiliary Control Relays 1ATS219, 1ATS229 Ward - Leon ARD 125 dc 105 dc 125 Vdc 0ATS516, 0ATS526 130-6429 0ATS536, 0ATS536 X Auxiliary Control Relays 1C246, 1C247 GE-HFA 125 dc 105 dc 125 Vdc FSAR Rev. 63 Page 1 of 2

SSES-FSAR Table Rev. 55 TABLE 3.10c-17 NON-NSSS AND NON-ACR RELAYS REQUIRED TO BE ENERGIZED (Units 1 & 2 Devices Are Identical)

Operating (Volt)

Device Relay Manufacturer Seismically No. Function Location Type Normal Minimum Type Tested Remarks X Auxiliary Control Relays 1C661A, 1C661B GE-HFA 120 ac 108 ac 125 Vdc 0C877A, 0C877B 0C876A, 0C876B X Auxiliary Control Relays 1C661A, 1C661B GE-HMA 120 ac 108 ac 96 ac X Auxiliary Control Relays 1C661A, 1C661B GE-HMA 125 dc 105 dc 125 Vdc X Auxiliary Control Relays 1C661A, 1C661B Agastat-GPI 120 ac 108 dc 96 Vac 0C578, 0C681 1C681, 0C877A 0C877B, 0C883A 0C883B, 0C876A 0C876B X Auxiliary Control Relays 0C519A, 0C519B Agastat-GPD 125 dc 105 dc 125 Vdc 0C519C, 0C519D 0C519E, 0C521A 0C521B, 0C521C 0C521D, 0C521E X Auxiliary Control Relays 1A201, 1A202 ABB/West - AR 125 dc 105 dc 125 Vdc (prevent cycling of 4 kV Bkr) 1A203, 1A204 X Auxiliary Control Relays 1A201, 1A202 ABB/West - MG6 125 dc 105 dc 125 Vdc 1A203, 1A204 X Isolation Relays 1A201, 1A202 P.B. MDR - 5062/ 125 dc 105 dc 105 dc (1) 1A203, 1A204 5151 X Isolation Relays 1C661A, 1C661B P.B. MDR - 4094/ 120 ac 92 ac 90 ac (1) 0C877A, 0C877B 4094-1/4165 0C876A, 0C876B 0C529A, 0C529B Remarks (1) Test made by Arkansas Unit 1.

FSAR Rev. 63 Page 2 of 2

• SSES - FSAR TABLE J.lOC lNVERTERS AND 120 VAC INSTRIIIENT PANELS Equipment Identification t.oution Item No. Unit No. Quatification Qualifteation SuPfJlier Testing Facilitift Ctiteria *£ 1* Signed By:

Description Equipment No. Bldg. Elev.

lnve,ters 10115 Control 754* 1 General Electric: Wyfe PrOiectspec AD0-01294-1 2.KVA, 10125 714' 1 Laboratories G to* and IEEE and -9 iignect by 120VAC 20115 754* 2 NoYco. 344-1975 D.A. Kneerea 20125 714' 2 California tn,t,ument 1Y115 Controt 754' 1 EatonCo,p. Wyte Proit!<t Spec 45590-1 signed Oistr. Panel, 1Y125 714' 1 laboratories G10* and IEEE byV.F. Kearns, 120VAC, 2Y115 754' 2 NO¥CO, 344-1975 HI 100AMain 2Y125 714' 2 California Bus

• NOTE: Spec1f1cat1on G-10 1s C011Pleaented by Spec1f1cat1on G-22.

For 6-10 spectf1catton SU11111ry. see Table 3.9-31.

Rev. 42, 05/90