ML23291A379
| ML23291A379 | |
| Person / Time | |
|---|---|
| Site: | Susquehanna  |
| Issue date: | 10/12/2023 |
| From: | Susquehanna |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML23291A105 | List:
|
| References | |
| PLA-8081 | |
| Download: ML23291A379 (70) | |
Text
3.10 SSES-FSAR 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 3.10b 3.10c NSSS Instrumentation Equipment Non-NSSS Instrumentation and Non-NSSS Electrical Equipment Electrical 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 "active 11 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 1 E instrumentation and electrical equipment supplied by GE was as follows: The Class 1 E 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 1 E 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 1 E 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 1 E 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 1 E 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 1 E 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 determine their malfunction limit. This test was a 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 1 E 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 1 and develops a horizontal and a vertical acceleration for the pipe-mounted equipment. Class 1 E 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 1 E 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 1 E 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 1 E 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 1 then calculations of transmissibility and responses to varying input accelerations were determined to see if Class 1 E devices mounted in the assembly would operate without malfunctioning. In general, the testing of Class 1 E 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 1 E 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 1 E 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 1 E 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 1 E 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 input1 the panel seismic qualification level could be determined. Several 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 1 E 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:
where M (X + Y) + C X + K X -~ 0 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 1 Eq. 3.1 0a-8 may b~ written in the following uncoupled form:
where
- q. + +2~.w.
+w. 2 q. =S U l
1 1 -
1 1
qi i = 1, 2, --- n
$n.
1 (Eq. 3.1 0a-9)
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 where L.. = /J.X.
Jl J J L = L ji l i L 2i L
ffil 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. 1 Oa-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 L 2 **
- 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~. A,']1;2..
l = I Rev. 54, 10/99 3.1 0a-10
SSES-FSAR NIMS Rev. 56 Rev. 63 Page 1 of 8 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS
DESCRIPTION --------------------
SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------
SEISMIC QUALIFICATION (4)
ITEM NO.
NAME VENDOR QUANTITY ENVIRONMENT (1)
OTHERS OF SAME TYPE IN SAME 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 A&C Vacuum Switch (Unit 1)
STATIC-O-RING 2
Area III.5 B21-N056 B&D Vacuum Switch (Unit 1)
BARKSDALE 2
Area III.5 B21-N056B Vacuum Switch (Unit 2)
STATIC-O-RING 1
Area III.5 B21-N056 A,C, & D Vacuum Switch (Unit 2)
BARKSDALE 3
Area III.5
SSES-FSAR NIMS Rev. 56 Rev. 63 Page 2 of 8 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS
DESCRIPTION --------------------
SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------
SEISMIC QUALIFICATION (4)
ITEM NO.
NAME VENDOR QUANTITY ENVIRONMENT (1)
OTHERS OF SAME TYPE IN SAME 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
SSES-FSAR NIMS Rev. 56 Rev. 63 Page 3 of 8 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS
DESCRIPTION --------------------
SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------
SEISMIC QUALIFICATION (4)
ITEM NO.
NAME VENDOR QUANTITY ENVIRONMENT (1)
OTHERS OF SAME TYPE IN SAME 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 C72-N003 Turbine 1 st 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 CLEVELAND 4
Area III.3 C72-N008 Turbine Bypass Vlv POS SW ACME CLEVELAND 4
Area III.3 C72-S003(A-H)
Elec. Prot. Assy.
GE 8
Not Required Later SYSTEM TITLE - PROCESS RADIATION MONITORING D12-K603 Rad Mon & Ind (Mn St Ln)
GE 4
Area V 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
SSES-FSAR NIMS Rev. 56 Rev. 63 Page 4 of 8 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS
DESCRIPTION --------------------
SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------
SEISMIC QUALIFICATION (4)
ITEM NO.
NAME VENDOR QUANTITY ENVIRONMENT (1)
OTHERS OF SAME TYPE IN SAME 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 &
PORTER 2
Area II.5 Note 3 E11-N600 Temp Switch 8
Area V N601 4.5 4.5 4
E11-R002 Press Indicator ROBERTSHAW OR CONTROL SPECIALTIES 8
Area II.5 R003 Note 3 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
SSES-FSAR NIMS Rev. 56 Rev. 63 Page 5 of 8 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS
DESCRIPTION --------------------
SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------
SEISMIC QUALIFICATION (4)
ITEM NO.
NAME VENDOR QUANTITY ENVIRONMENT (1)
OTHERS OF SAME TYPE IN SAME ENVIRONMENT X
Y Z
E21-R001 Pressure Indicator ROBERTSHAW OR CONTROL SPECIALTIES 2
Area II.5 Note 2 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 INSTRUMENTS 4
Area II 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 INSTRUMENTS 4
Area II 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 thru
- R656, Note 2 R658 thru R661 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
SSES-FSAR NIMS Rev. 56 Rev. 63 Page 6 of 8 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS
DESCRIPTION --------------------
SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------
SEISMIC QUALIFICATION (4)
ITEM NO.
NAME VENDOR QUANTITY ENVIRONMENT (1)
OTHERS OF SAME TYPE IN SAME 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
SSES-FSAR NIMS Rev. 56 Rev. 63 Page 7 of 8 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS
DESCRIPTION --------------------
SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------
SEISMIC QUALIFICATION (4)
ITEM NO.
NAME VENDOR QUANTITY ENVIRONMENT (1)
OTHERS OF SAME TYPE IN SAME 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:
SSES-FSAR NIMS Rev. 56 Rev. 63 Page 8 of 8 TABLE - 3.10a-1 ESSENTIAL ELECTRICAL COMPONENTS AND INSTRUMENTS
DESCRIPTION --------------------
SEISMIC AND ENVIRONMENTAL QUALIFICATIONS --------------------
SEISMIC QUALIFICATION (4)
ITEM NO.
NAME VENDOR QUANTITY ENVIRONMENT (1)
OTHERS OF SAME TYPE IN SAME ENVIRONMENT X
Y 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.
SSES-FSAR TABLE 3.10a-2 SEISMIC QUALIFICATION TEST
SUMMARY
CLASS 1 E 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 pane112>
H12-P680 Reactor Control Bench board Mode switch, range switches Seismic test completed13>
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 H FA & 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 1 E CONTROL PANELS AND LOCAL PANELS & RACKS PANEL DESCRIPTION TYPE CLASS 1 E 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 1 E CONTROL PANELS AND LOCAL PANELS & RACKS PANEL DESCRIPTION TYPE CLASS 1 E 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.
- 2.
- 3.
- 4.
Panels not tested Tests on similar Qanels Seismic test completed Tests on identical Qanels Rev. 54, 10/99 Due to s12e limitations, qualification completed by analysis.
When panel size and configuration are very similar to but not necessarily identical, test results for a similar panel are used.
Tests run on essentially identical panels but possibly build tor a different plant.
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).
Page 3 of 3
Center Number Panel of Gravity of Description (in)
Studs NSSS Cabinet 4.5 40 H-12-P608 Power Range Monitor PCCC Q>mputer 40.5 Cabinet Electro-Hydraulic 43 24 Cabinet H-12*P863
!ABLE 3.108*3
SUMMARY
or SAMPLE SEISMIC STATIC ANALYSIS FOR lllREE TYPICAL CABINETS Panel Forces (lb)/Ft of Panel Axial Load/Stud FR to BK Side to Side Tension Comp (F*B)
(S-S)
Up Down (lb)
(lb) 736 736 1656 2576.
1748 174.8 561 561 1262 1963 1797 88 637 637 1432 1228 2111 321
- - A value for the margin of safety which is great~r than ~ero (> 0) represents an adequate installation.
Shear Load/
Stud (lb) 349.6 380 398
,... - A value for the stud tensile load which is less than 4800 lbs. (< 4800) represents an adequate installation.
Rev. 3~, 07/84 Stud Combined Streaa Margin of tensile Shear Nor,nal Safety""
Load (psi)
(psi)
Yield (lb)_.
6633 12,793 Tensile 1815 o.9s Shear 1.07 6878 1.3,206 l'ensUe 1874 o.89 Shear 1.0 7953 15,398 Teneile 2185 0.63 Shear 0.73
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 Tension Stress
(~axi um-Tie.ld)
Sh~ar Stress (ftaxi u1-Yieldt Veiqht of Cabinet (Approx.)
Numher of "oantinq Bolts ffeiqht of Center of Gravity rombin?.~ Stt?.ss (Tensile) combinP.d Stress (Sheart
!arqin of Safetv (Tensile)
MarQin of Safetv (Shear) r.ahinet Name:
TIP Control, H12*P607 Appli~d Horizontal Acceleration Applie1 VP.rtical Acceleration Allowable Shear Stress in Weld V~iqht. of Cabinet (Approx.)
Number of Pluq Welds Used for ~ountinq HPiqht of Center of Gravity Tot~l Normal Force per Pluq Weld
~o~al Shear Pore~ per Pluq Weld Stres~ in Weld
~~rqin of Safety (5hear)
Rev
- 3 5, 0 7 / 8 4 11.6 G 25,000 PS[
1.1,750 PSI 120 LBS 4
4 5.Inches 10,sq2 PSI
~-490 PSI
, *.,6 1.50 1.5G 2.6 G 21,000 PSI 75S LBS 8
so Inches R58.8 LBS U1.6 LBS 1,243 PSl 1 s. q
- t\\hine.+ Na111P.:
Divi~ion A Radiation Plonitor, H12*P606
~PPlied Horizontal Acceleration Applied Vertical Acceleration TPnsion stress ("axi u-Yield)
Shear Stress (~axi u -tield)
Wei Cl ht of Cabinet (Approx.)
Numh~r of ftountinq Bolts RPiqht of Center of Gravity Combined Stress (Tensile) combined Stress (She~r,
~arqin of Safety (Tensilel
~arqin of Safetv (She~r) r.abine* ~ame:
Power Ranqe,onitor, H12-P608 AppliPd Horizontal Accel~ration Aoolied Vertical Acceleration Ten~ion stress (~aximum-Yield)
She~r Stress (Kaxi*u*-Yield)
VPiqht of Cabinet (Approx.)
Numh~r of ftountin~ Bolts Heiqht of center of Gravity comhi~ed Stress (Tensile)
Co*hin~d Stcess {Sheart J'lllarqin of Safety (Tensile}
Narqin of Safctv (Sh~ar)
Re V
- 3 5, 0 7 / 8 4 1.6 G 4.6 G 25,000 PSI 13,750 PS[
1,lf40 LBS 8
-s Inches 10,5Jq PSI S,t,65 PSI 1.n
- 1. 07
Table 3.lOa-4 cabin~t Na~e:* Bod position Information s,st~** H12-P615 ApoliP~ ffori~ontal ~cceleration
~nplie~ Vertical Acceleration Tension Stress <<~ari um-tiel~t
$he~r Stress (~a1i1um-Yiel~l Vciqht: of Cabinet (Approx. l wu11ber of PIOUntinq Bolts Reiqht. of Center of Gra'Yitv r.omhinP.d Stress (Tensile)
Combined Stress (Sheara
~arqin of Safety (Tensile)
"arqin of Safety CS hear)
TV *. CONCLUSION 1.6 G 25,000. PSI 13,750 PSI 1,&125 LRS 12 45 Inches 6,953 PSI J,60S PSI 260 2.A1 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 withstandinq a seismic dist.11rbance.
Rev. 35, 07/84
Auto-Cad Figure Fsar 3_10A_1.dwg FSAR REV.65 FIGURE 3.10A-1, Rev. 47 TYPICAL VERTICAL BOARD (BENCHBOARD WOULD BE THE SAME WITH A BENCH SECTION PROTRUDING ABOUT HALF-WAY DOWN)
SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT
Auto-Cad Figure Fsar 3_10A_2.dwg FSAR REV.65 FIGURE 3.10A-2, Rev. 47 INSTRUMENT RACK SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT
$XWR&DG)LJXUH)VDUB$BGZJ
)6$55(9
),*85($5HY
7<3,&$//2&$/5$&.
3,3,1*$1'27+(5(;7(51$/
&211(&7,2161276+2:1
68648(+$11$67($0(/(&75,&67$7,21 81,76
),1$/6$)(7<$1$/<6,65(3257
Auto-Cad Figure Fsar 3_10A_4.dwg FSAR REV.65 FIGURE 3.10A-4, Rev. 47 NEMA TYPE-12 ENCLOSURE (INSTRUMENTS MOUNTED INSIDE ON INTERNAL MEMBRANE MOUNTED ON STANDOFFS ATTACHED TO BACK)
SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT
Auto-Cad Figure Fsar 3_10A_5_1.dwg FSAR REV.65 FIGURE 3.10A-5-1, Rev. 47 CABINET INSTALLATION FOR SEISMIC AND HYDRODYNAMIC LOADS - SAMPLE CALCULATION (CABINET H12-P608)
SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT STEP Cl):
H12-P1i08, POIER RANGE IONITOR CABINET
- 1. 75.. r l
I STUDS - 19 EQUAL SPACES
@ 12 INCHES* 228 INCHES BOTTOM PLAN 1[~
11,75" ~I
-1
~l L
231. 5"
~ix
_J FRONT ELEVATION LEGEND OF TERMS Bz, Al
- TENSION/COMPRESSION LOAD IN IOUNTING IOLT Bx* SHEAR LOAD IN MOUNTING BOLT Bx= IAXIIUI COMBINED SHEAR LOAD AT A POINT IN BOLT DUE TD OVERTURNING AND UPLIFT l
z T
~
JIDE (l(VAT I~
1656 LBSIFT 18' By a IAXIIUI COMBINED TENSION LOAD AT A POINT IN BOLT DUE TD OVERTURNING ANO UPLIFT S1
- IAXIIUM COMBINED TENSILE STRESS AT A POINT IN BOLT
_-..----+- *i ~--736 LBS /FT e~
....,..___,.... ~
lz j t Al STEP (2):
ABSOLUTE COMBINED LOADS (G's~ 31 OAIPING)
HORIZONTAL (3 TO 80Hl) 1.56 TD 1.66 [61,Gy]
VERT I CAL (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 FREE IOOY DIAGRAI
$XWR&DG)LJXUH)VDUB$BBGZJ
)6$55(9
),*85($5HY
&$%,1(7,167$//$7,21)25 6(,60,&$1'+<'52'<1$0,&
/2$'66$03/(&$/&8/$7,21
&$%,1(7+3
68648(+$11$67($0(/(&75,&67$7,21 81,76
),1$/6$)(7<$1$/<6,65(3257 STEPS (3) & (5):
CASE 1 FRONT TO BACK
-+ r, lMA
~.75 FT)C736 LBS/FT)(19 FT)+ (1.5 FT)(l656 LIS/fT)Cll FT) -
(2.85 FT)(Bz~
+ 20 STUDS
- D Bz
- 14,960 LBS 20 STUDS Bz LBS PER STUD 1:0 *~~u~:s
- 1 I JO LBS.'STUD TENS I ON EF f
- D
[1656 L8S/FT)(11 FT)+ Az - 34,960 LIS]+ 20
- I
'l 3496 LBS 2G STUDS Az
- us PER nuo
- H 9~1~~~
- 174.1 LBS/STUD co1PREss10N STEPS (4) & (5):
SHEAR LOAD STEP (6):
Bx
- o 35 ~r~;~~~U fT) *
- 39. 6 LBS/STUD C,OMB IN£D STRESS lfUAR
- i *.x2 + ~*;)2
-y;:;:;)2. ~1724~2
~X
- 9~1.33 LBS/STUD FORMULAS FDR COMBINED TENSION AND SHEAR AT A POINT UY I[ FOUND IN STRENGTH OF IATERIALS. 2ND ED. IY SINGER, MARPER I ROI PUBLISHERS. 1162.
Auto-Cad Figure Fsar 3_10A_5_3.dwg FSAR REV.65 FIGURE 3.10A-5-3, Rev. 47 CABINET INSTALLATION FOR SEISMIC AND HYDRODYNAMIC LOADS - SAMPLE CALCULATION (CABINET H12-P608)
SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT STEP (7):
STEP CB):
NORMAL (TENSILE)
,,
- 1" * **2 *C~Y * ¥
- By
- 174 + 941.33
- 1115.33 LIS/STUD a'
St * -1.
- l I l5 ' 3 3
- 12, 79 3 PS I At
.1418 IARGIN OF SAFETY TENSILE I.S. YIELD STRENGTH
- f~:;;~ -I *
+.85 SHEAR USE SHEAR YIELD *.55 TENSILE YIELD I.S. YIELD STRENGTH *.55(25 1000) 1
/.841. 3~\\ -
\\.1419 /
+1. 07 ALL IARGINS OF SAFETY ARE POSITIVE, THERFORE, IDUNTIN6 Of' CABINET IS ADEQUATE TO RESTRAIN DESIGN LOADS.
STUD PRE-LOAD YS. STUD TENSILE LOAD PRE-LOAD
- 4800 LIS> By
- 1115 LBS, THEREFORE, IOUNTING DF CABINET IS ADEQUATE TD RESTRAIN DESIGN LOADS.
Auto-Cad Figure Fsar 3_10A_6.dwg FSAR REV.65 FIGURE 3.10A-6, Rev. 47 CORNER POST SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT
Auto-Cad Figure Fsar 3_10A_7.dwg FSAR REV.65 FIGURE 3.10A-7, Rev. 47 PLAN VIEW OF PANEL SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT
Auto-Cad Figure Fsar 3_10A_8.dwg FSAR REV.65 FIGURE 3.10A-8, Rev. 47 BARRIER WITH TWO END PLATES SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT
Auto-Cad Figure Fsar 3_10A_9.dwg FSAR REV.65 FIGURE 3.10A-9, Rev. 47 PANEL DEFLECTIONS SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 & 2 FINAL SAFETY ANALYSIS REPORT
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 _structural 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 generic value, the actual "9 11 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. 1 0 ~ 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 3.713.3.5 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.
3.1 Oc. 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 Cateqory 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 3.1 OC-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 l'l'!M NO.
DESCRIPTION EQUIPMENT NO.
I 8856-E-118 Motor Control OB-136 Center OB.-llt6 OB-516 OB*U7 011-526 09... 527 0B-536 OB-S46 111-216 lB-21.7 111*219 lB-226 ll-227 1B-229 18-236 l.B-2l7 18-246 1..B-247 28-216 211*217 28*226 21l-227 2B-236 2B-:!37 211-246 28-247 Re¥. 40. 9/88 LOCATION UNIT SUPPLI~
BLDG.
!LEV.
MO.
Control 783 c.n CUtler-Hlaller COlltrol 783 c-i D.Gen.
677 can
- A-D 1 677 677 c-n 677
~
677 c..,
677 0lllrl Reactor 683 1
749 1
670 1
683 1
749 1
719 l
719 1
670 1
119 1
670 1
Reactor 683 2
749 2
683 1
749 2
719 2
670 2
719 2
670 flSTlNC FACILITIES Wyle Laboratories Huntsville, Abb...
~ALIFlCATlON CRlftRIA Project Spec C & IEEE-l44*1975
- tfote:
Specification C la coapleaet1ted by Spectftcatfon c-22
~ALTnCATION
"!1" SJCNED BY:
Report #42966-1 By: J. Fore.. n Wyle Report -1tSS90-l
- 45590-2 By:
Vincent,. Kearns 111 C. ff. Eaton Report *DA57-3251 By:
Vincent F. Kearns Ill I
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
Spec E-1024 Motor Control OB-565 D. Cen. 675 eo... Teleaecanlque Wyle Spec C-1041 &
Teleaec:anique I
Center
- £*
Laboratories IEE£ 344-Report No.
Huntsville, 1975 SC-655 I
Alabaaa By:
Paul W. lftggtns
~*- 40, 9/88
SSES-FSAR Table Rev. 43 FSAR Rev. 64 Page 1 of 2 TABLE 3.10c-3 BATTERY MONITORS AND FUSE BOXES EQUIPMENT IDENTIFICATION LOCATION ITEM NO.
DESCRIPTION EQUIPMENT NO.
BLDG ELEV.
UNIT NO.
SUPPLIER TESTING FACILITIES QUALIFICATION CRITERIA QUALIFICATION E1 SIGNED BY:
1D-675 Control 771 1
1D-676 1
1D-685 1
1D-686 1
2D-675 2
2D-676 2
2D-685 2
1D-691 1
1D-692 1
1D-693 1
1D-694 1
2D-691 2
2D-692 2
2D-693 2
Battery Monitor 125V 2D-694 2
Wyle.
Laboratories, Huntsville, Alabama Project Spec G-10* & IEEE 344-1975 1D-695 1
1D-696 1
- NOTE: Specification G-10 is complemented by Specification G-22.
2D-695 2
Battery Monitor 250V 2D-696 2
1D-611 1
1D-621 1
1D-631 1
1D-641 1
8856-E-0119AC 125V Fuse Box 2-1000A 2D-611 2
Power Conversion
- Products, Inc.
Vincent F. Kearns Test Report
- 45463-1 Rev. A
SSES-FSAR Table Rev. 43 FSAR Rev. 64 Page 2 of 2 TABLE 3.10c-3 BATTERY MONITORS AND FUSE BOXES EQUIPMENT IDENTIFICATION LOCATION ITEM NO.
DESCRIPTION EQUIPMENT NO.
BLDG ELEV.
UNIT NO.
SUPPLIER TESTING FACILITIES QUALIFICATION CRITERIA QUALIFICATION E1 SIGNED BY:
2D-621 2
2D-631 2
2D-641 2
1D-651 1
1D-661 1
2D-651 2
250V Fuse Box 2-1600A 2D-661 2
1D-671 1
1D-681 1
2D-671 2
Fuse Box, 24V, 2-100A 2D-681 2
Spec E-1025 Battery Monitor 125V 0D-601 D. Gen.
E 656 Comm.
Vitro Corp.
Wyle Laboratories Huntsville, Alabama Spec C-1041 &
IEEE 344-1975 C&D Power Systems Test Report No.
QR2-13201-1 By: Paul Wagner 0D595A 0
1D610A, 2D610A 1
2 1D620A, 2D620A 1
2 1D630A, 2D630A 1
2 Battery Float Current Shunt Box 125V 1D640A, 2D640A 1
2 1D650A, 2D650A 1
2 1D660A, 2D660A 1
2 Battery Float Current Shunt Box 250V
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
)6$55HY
3DJHRI
7$%/(F
%$77(5<5$&.6
(48,30(17,'(17,),&$7,21
/2&$7,21
,7(012
'(6&5,37,21
(48,30(17
12
%/'*
(/(9
81,7
12
6833/,(5
7(67,1*
)$&,/,7,(6
48$/,),&$7,21
&5,7(5,$
48$/,),&$7,21
³('6,*1('%<
( %
6WDWLRQDU\\
%DWWHULHV
9$+
'
&RQWURO
& '
%DWWHULHV
&R
6WUXFWXUDO
'\\QDPLF
5HVHDUFK
&RUSRUDWLRQ
0LOIRUG2KLR
IRU&RUSRUDWH
&RQVXOWLQJ
'HYHORSPHQW
&R
3URMHFW6SHF
- ,(((
5HSRUW
$
6WHSKHQ$
/HKUPDQ
'U-RKQ5RODQG
<RZ
'
'
'
6WDWLRQDU\\%DWWHULHV
9$+
'
'
'
'
'
'
'
'
6WDWLRQDU\\%DWWHULHV
9$+
'
'
'
'
6SHF(
6WDWLRQDU\\
%DWWHULHV9
$+
2'
'*HQ
µ(¶
&RPP
& '
3RZHU
6\\VWHPV
- \\OH
/DERUDWRULHV
+XQWVYLOOH
$ODEDPD
6SHF&
,(((
& '3RZHU
6\\VWHPV
5HSRUW1R
45
%\\ 3DXO:DJQHU
127( 6SHFLILFDWLRQ*LVFRPSOHPHQWHGE\\6SHFLILFDWLRQ*
IT!" ~n.
~85~- !- 1 lS ssr:s.:.1-"'.'il~
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~:?
DESCRIPTION
'f:'OUIP!'t~MT NO.
BLOG.
~LEV.
- 10.
- -r-
- sTl "iG Ft'I.CILlTtES ottALlfICATTo, cnAtIFfCJ~IO~
CRlT~RIA
"£1" St~N~D uY:
Electrical Cable Penflttr"'t-.ior.n:
1feut:ron Monitor "ediu*
V'ol taqe Low Le*el Si<Jnal cont.rol
~oli Ori TII!
1W-100A 1V-100A ur-,ooc 1¥-1000 2v-100, 29-100B 2i-100C 2v-1000 n-,ou.
1'i'-101B 1v-101c 1V-101D 1v-101 'F.
1V-101P 2v-1ou 2v-101 !J 2w-101c 28* 101 D 211-101;:;
2W-101P 1 ~-102 J\\
,v-102e 2t1-102A 2v-102a 1 W*10H 1¥-1031!
2W-103A 211-103(11 1--1011, 1V-1'),1,J?
Hl'-101,6C 1V-1?i.o 2V-104A 2V*10'68 2W-10flC 2v-1ocao a~~c:t-,= 101*
101*
707*
707 1 707*
707*
707*
707*
7~5*-9" 733*
7lJ*
700' 730'-2" 727*-0" 735*-9" 733' 733*
700' 7)0*-2*
121*-0 11 729*-1" 729 1 -1*
729'-1" 729 9 -1" 707*
112*
707 1 712' 707' 712 1 112*
712' 707 1 712' 71;.?*
112*
1 1,
1 2
2 2
2,
1 1
1 1
1 2
- 1.
. 2 2
2 2,
1 2
2 1
1 2
2 l
1 1
~
2
- l.
2
'i'est. in,Jhouse
'h)Tr:
Ac~ i.CD. !.db s ProjPct Spec P~poct,~~~-T~-
~-10* C IFEE-1f~04-81N 3Q4-197S By:
I\\. te*~ourtl.\\is So~c.fic3~1on b-13 is co ol~m~n~e~
b'v So*~cific-1tio~ ~-l~.
Rev. 35, 07/84
SS~S-!"'~ l\\i:l
!!Dkl_J&1Q~=~--1'J~!~!!t._9.l~L.fl!!l~!!1~!-lfa3~-ll TTJ" !'I,rn.
P ~ t; f. - *-1 3 S
- 2~1rffl!t_1RJ!Illl~&1121
~~r!!lQ!
uNrT 5uPeLr~;(
D!SC~IPTIO~
P.O~IP~~NT 10.
~LuG.
eL~V.
~0-Elf"etrical Cable Peoetra~ions POVfl'r Lov Voltaae CiUJ>Dression Pool Low Vol ta<1e.
Con~rol and Pover 1W-105A.
Hl-1058 11r-105C 1V-105D 2W-105A 2ii-1058 2v-1osc 2W-105D 1V-l06A 1V-106 B 1W-106C 111-1060 1V-107 n-1oa 2*-106.,
2V-106B 211-106C 21'-1060 2il-107 2V-108 1 Ii-JOO 19-301 2V-JOO 2v-101 R'lactor 12q*-1" 12q*-1" 729 1 -1*
7tal1 729'-1" 729'-1" 129*-1*
7",,
72q'-1" 7291 -1" 72 9 1 -1" 7111 1 7q 1' 729 1-1" 729'-1" 729 1 -1" 729**1" 71l1' 7q,,
729*-1*
t,88 1 -6" 69a*-1 11 6~1P-~"
688'-1" 1
1 1
2 2
2 1
1 1
1 1
1 2
2 2
2 2
2 1
1 2
2
- ,~stin Ull)U~~
1
- 1'0?!:
~oecifici~ion --~-10 i ~ eou,le*ented bf soecifleatio" G-l2.
Rev. JS. 07/8' 7!'.~TI'fu P ~rI LI'I'T fc;
}.ct io1 :.;l!.) s Seisaic Test for "lodl.1-1/4r Pen *"!t: rll+ ion 5" Jh.*
OtALIFlCATID~ QUAL1fICATT0~
CPI~r~IA "E1" SIG~~v 1T:
?=oioct Spec
~e?or* ~15~0"-q1" G-1,,*
~ IEE;;.-
Oy:
J'... Lahouri* is
.,ll.,.-1915
SSES-FSAR TABLE 3.10c*7 CABLE TRAYS "SAFEGUARD" (Page 1 of 2)
~IPM!Jff ID!lffl.FICAnON LOCATION UNIT SUPPLIER
'JESTINC FACILITIES
~ALIFlCATlON CRITERIA l"IDI NO
- I DESCRIPTION F.QUIPI-Elff NO.
BLDG.
ELEV.
HO.
8856-!-132 Cable Trays:
31'1> X 24"W
)"D a 18"W l"D x 12"W S"D
- 24W 5D x 18"W 5°D JL 12"11
~- 40, 9/88 Control 670' S9"1*24-144 Reactor to 770' S9"1-18-144 S9111*12-144 S9Nl-24-144 SCJtU-18-144 S9111-12-144 1&2 Husky Product Husky Products, Project Spec Inc.
Inc. 7405 G-10 & IEEE-Industrial Rd 344-1975
- Florence, Kentucky
<i!ALIF!CATION
El" SIGNED BY:
1-29-76
- a. Teat No.
--977-978 Load Test-(Trays)
By:
T. O'Hara
- 8. Heinz
- b. (Hold Down
~
4/12/76 Test No. 1127-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. Setslc Ca lcu lat ton 8/11/76 By: I. Schuster
SSES-FSAR UBLE l.lOc-7 CABLE TRAYS 0 SAFECUARDu
!QUIPMEn IDD'l'IFICAnON LOCAnOfl UNIT SUPPLIER llEM NO.
DESCRIPnON
!QUIPMEN'l' NO.
BLDG.
Et.EV.
NO.
I Spec E-1032 Cable Traya:
3"D X 12"W 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 D. Gen 'A-D' and *E' T. J. Cope (Pa1e 2 of 2) n:STINC FACILITIES
~ALI Fl CATION CRITERIA (By Analyeie)
Spec C-1041 &
IEEE 344-197S
~ALIPICATION "El" SIGNED BY:
PP&L Cale. No.
Jl-<HIR-102 By! T. A. Gonum
SSES-FSAR Table Rev. 41 FSAR Rev. 64 Page 1 of 1 TABLE 3.10c-8 BATTERY CHARGER RACKS AND CABINETS EQUIPMENT ID LOCATION ITEM NO.
DESCRIPTION EQUIPMENT NO.
BLDG ELEV.
UNIT NO.
SUPPLIER TESTING FACILITIES QUALIFICATION CRITERIA QUALIFICATION E1 SIGNED BY:
1D-613 Control 771 1
1D-623 1
1D-633 1
1D-643 1
2D-613 2
2D-623 2
2D-633 2
2D-643 2
Battery Chargers 125V 100A 0D-673 Cmmn 1D-653A 1
1D-653B 1
1D-663 1
2D-653A 2
2D-653B 2
2D-663 2
Battery Chargers 250V 300A 0D-683 Cmmn 1D-673 1
1D-674 1
1D-683 1
1D-684 1
2D-673 2
2D-674 2
2D-683 2
2D-684 2
8856-E-119-AC Battery Chargers 24V 25A 0D-685 Cmmn Power Conversion Products Inc.
42 East
- Street, Crystal Lake, Illinois 66014 Wyle Laboratories Huntsville, Alabama Project Spec G-10* & IEEE-344-1975 Test Report
- 45463-1 Rev. A Vincent F. Kearns Spec E-1025 Battery Charger 125 V 200A 0D-596 D. Gen.
E 656 Comm C&D Power Systems Wyle Laboratories Huntsville, Alabama Spec. C-1041 &
IEEE 344-1975 C&D Test Report QR2-52666-1 By: Paul Wagner
- NOTE: Specification G-10 is complemented by Specification G-22.
SSES-~SAR TABL~-J~lOc-q __ tAAG!_r*onCTlQM_~OT2RS_4000V
---*T------ ------------------------------------------------------------------------------------------------------~------
~QOIP~!"T_ro~~TI,rCA~IO~
L0~-~12~
1~IT SQPPLI~~
t'r~'IIII 110.
- 1 P!SC:P IT'T ro.-
E:O'JI P 11Pl!~T "f*.>.
BLDG.
'cLP.V *
"10.
T ESTitlG
~.\\CILfTl tS QUALIFICATIO~ QUALIP!CATIOI CRITRRIA
- R1" SIG~P!D BY:
AA~6-~-112 L~;c,e Inductio11
"'of' "rs "ooov Jff 4S0 HP 1800 RP"!
PmProtmcv
~ u.r~ic~ V~t er l?Ull!D 600 H'P l&l)OOV 1200 'RP" PA~ SPCf"iC~
il~er PUIIO OP-S04-A 0P-504-'3 0P-S02'*C OP-'>1')4-D
,~-506-A.
1P-5%-B 2P-506-A 2 P-50-5-8 MS Mt; Ca an Ge nei;a 1
-:-a*n Electric C*an C*an 1
1 2
2
- IOTE:
SoP.eification G-10 is co ole en~ed bf 5~P.cification G-22.
Rev. 35, 07/84 The 11otocs are aualifieiii by SP-is11ic... nalysis by ~cDonald P.nqinec:a:-inq Analysi~. Inc **
flir 11inqhl!* or Ala !l~11a.
Project SPPr..
G-10* I!f.E J*U-1975 C. K. l'!cDonal-,
~~rn:-t: I
-~-57]
ii.!-57~
SSES-FSAR Table Rev 41 FSAR Rev 63 Page 1 of 1 TABLE 3.10c-10 PANELS AND TERMINATION CABINETS EQUIPMENT IDENTIFICATION LOCATION ITEM NO.
DESCRIPTION EQUIPMENT NO.
BLDG ELEV.
UNIT NO.
SUPPLIER TESTING FACILITIES QUALIFICATION CRITERIA QUALIFICATION E1 SIGNED BY:
Transfer Panels 0C512E-A D. Gen.
E 1
0C512E-B 2
0C512E-C 1
0C512E-D 2
0TC512-A/C 1
Termination Cabinets 0TC512-B/D 656-6 2
Transfer Panels OC512-A D. Gen.
A-D 710-9 1
0C512-B 2
0C512-C 1
0C512-D 2
York Electro-Panel (By Analysis)
Project Spec C-1041* & IEEE 344-1975 N&S Reports 1290-1 and 1290-2 By:
M. Randall Synchronizing Panel 0C619 D. Gen.
E 675-6 Comm Golden Gate Switchboar d Co.
Wyle Labs Norco Calif.
Project Spec.
C-1041#
IEEE 344-1975 Wyle Labs Report No. 53444 By: C. C. Lee
- NOTE: Spec C-1041 is complemented by Spec. E-1026.
- NOTE: Spec C-1041 is complemented by Spec. E-1022.
SSES-FSAR Table Rev. 41 FSAR Rev. 63 Page 1 of 1 TABLE 3.10c-11 BATTERY CHARGERS EQUIPMENT IDENTIFICATION ITEM NO.
DESCRIPTION EQUIPMENT NO.
BLDG ELEV.
UNIT NO.
SUPPLIER TESTING FACILITIES QUALIFICATION CRITERIA QUALIFICATION E1 SIGNED BY:
1D-613 Control 771 1
1D-623 1
1D-633 1
1D-643 1
2D-613 2
2D-623 2
2D-633 2
2D-643 2
8856-E-119-AC Battery Chargers 125V 100A 2D-673 Comm Power Conversion Products, Inc.
Wyle Laboratories, Huntsville, Alabama Project Spec G-10* & IEEE-344-1975 Test Report #45463-1 Rev. A Vincent F. Kearns 1D-653A 1
1D-653B 1
1D-663 1
2D-653A 1
2D-653B 2
2D-663 2
2D-683 2
2D-684 2
Battery Chargers 250V 300A 0D-685 Comm Battery Chargers 24V 25A 1D-673 1D-674 1D-683 1D-684 2D-673 2D-674 2D-683 2D-684 0D-685 1
1 1
1 2
2 2
2 Comm Spec E-1025 Battery Charger 125V 200A 0D596 D. Gen. E 656 Comm C&D Power Systems Wyle Laboratories Huntsville, Alabama Spec. C-1041 & IEEE 344-1975 C&D Test Report QR2-52666-1 QR2-52666-1 By: Paul Wagner
- NOTE: Specification G-10 is complemented by Specification G-22.
SSES*FSAR TABLE l.10c-12 4.16 KV MTCHC!AR EQUinEM'l I.DFXrinCATIOM LOCATION I
Il'Df NO.
DESCRIPTION I
8856-E-109-4.16 kV 34 Switchgear Spec E-1022 4.16 ~V Switchgear
~IftDt"NO.
BLDG.
ELEV.
lA-201 Reactor 749 lA-202 749 lA-203 719 1A*20't 719 2A-201 749 u-202 749 2A-l03 719 lA-20,.
719 OA510 D. Gen.
1E' 657 OA510A D. Gen.
1A-D 1 710 OA510B OA510C OASlOD UNIT SUPPLIER HO.
1 weetlnghouse 1
1 1
2 2
2 2
Co.a B.B.C.
Colla B.B.C.
- NOTE:
Spec:lficatton C-10 ts cc,apleaented by Speclflctlon c-22.
Rev. 40, 9/88 TESTING FACILinES Wyle Laboratory, Huntnille, Alabaaa and Wyle Laboratory Ncwco, CA Wyle Laboratories Huntsvllle-A.labaaa
~ALI Fl CATION CRITERIA Project Spec C-1()11' & IEEE-344*1975 Spec C-101+1 &
~ALIFICATION
El" SIGHED BY:
Report **s 57577-1 S7S88 58642 58664 C. Shtpway C&D Report No.
37-S5736*SSA By:
C. E. Kunkel
SS!S-FSAR t\\BU 3.lOc-13 DC CONTROL AND LOAD CENTERS EQUIPfi£N'.r IIEN'I'IFICAt'ION LOCAffON UNIT SUPPLIER ttSTINC
~ALIFICAl'ION
~ALI Fl CATION I'IEM NO
- DESCRIPTION E~IPl£NYHO.
BLOC.
ELEY.
NO.
FACILl'IIES CRITERIA "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
ITEM NO.
I 8856-!-136 Spec !-1024 EQUIPM!N't IDENTIFICAnON DESCRIPTION E~Il't£Nl' NO.
lnstruaent AC ll-216 Trensfor9era ll-226 37.5 kVA, J/1 ll-236 4 Wire, 480--
U-246 208y/12fN 2X-216 2X*226 2X-236 2X*246 25 ltVa, lf U:-201A 480-120/2.ltO V 1X-201B 2X-201A 2X-201B SSES-FSAR TABLE 3.lOc-14 INSTRIJM!NT AC TRANSFORM!RS LOCAnON UNIT SUPPt.IER BU>C.
EUV.
NO.
'Reactor 683 1
Federal Pac.
683 1
Electric Co.
71'>
1 71'>
1 683 2
683 2
71'>
2 670 2
Reactor 761 1
761 1
761 2
761 2
TESTING FACILITIES Wyle Laboratory, Huntavil le, Alabaa 15 ltVa, lf 0X-507 D. Gen. 'A*D 1710 Co-480-120/240V OX-508 710
~
~ALIFICATION CRITERIA Proj Spec C-10* 6 IEEE 344-1975 OX-509 710 Co-Qualified by Analysts OX-510 0X-512 ESSW 0X-513 Puap-house 30 kVa, J.
OLX-58 D. Gen. 'E' 480-480/277 710 685 685 675 Ca.
Ca.
Ca.
~
Teleaecanlque Wyle Laboratories Huntsvll le, Alabaa
- NOTE:
Speclflcatlon C-10 ls c0a11leaented by Spectftcatlon c-22 *.
Spec C-1041 &
IEE£ 344-1975
~Y. 40 0 9/88
~ALI FI CATION
"£I" SIGNED 8Y:
Report #
45455-1 By:
Vincent F. !Cearns III Teleaecsntque Report No.
SC-665 By:
J. 0, Owens I
SSES-FSAR Table Rev. 43 FSAR Rev. 71 Page 1 of 1 TABLE 3.10c-15 AUTOMATIC TRANSFER SWITCHES EQUIPMENT IDENTIFICATION LOCATION UNIT NO.
SUPPLIER TESTING FACILITIES QUALIFICATION CRITERIA QUALIFICATION E1 SIGNED BY:
ITEM NO.
DESCRIPTION EQUIPMENT NO.
BLDG ELEV.
8856-E-152 Automatic Transfer Switch 0ATS-516 D Gen.
A-D 677 Comm Russelectric, Inc.
Wyle Laboratory Alabama for C.C &D Company Ltd.
Project Spec G-101 &
IEEE 344-1975 Report #44434-1 By:
James W. Foreman 0ATS526 677 Comm 0ATS536 677 Comm 0ATS546 677 Comm 2ATS229 Reactor 719 2
0ATS556 D Gen E 656-6 Comm Gould/
Telemanique (TE)
Wyle Laboratory Huntsville, Alabama Project Spec.
C-10412 &
IEEE 344-1975 TE Report SC-657, Rev. 1 By: P. Higgins 1ATS219 Reactor 670 1
Paragon ES.
Fort Worth TX Paragon ES.
Fort Worth TX, and Steris Whippany NJ.
Project Spec.
C-2445 Sh. 20, IEEE 323-1974 &
IEEE 344-1987 Report #. QR-351029663-1 Rev 2 1ATS229 Reactor 719 1
2ATS219 Reactor 670 2
Notes:
- 1. Specification G-10 is complemented by Specification G-22.
- 2. Specification C-1041 is complemented by Specification E-1024.
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. 58 FSAR Rev. 71 Page 1 of 3 TABLE 3.10c-17 NON-NSSS AND NON-ACR RELAYS REQUIRED TO BE ENERGIZED (Units 1 & 2 Devices Are Identical unless otherwise shown)
Device No.
Relay Function Location Manufacturer Type Operating (Volt)
Remarks Normal Minimum Seismically Type Tested 27 Supervise 480 V Auto Transfer Switches 2ATS229, 0ATS516, 0ATS526, 0ATS536, 0ATS546 Russel-Electric UV-100/42 480/500 480 ac 432 ac 432 Vac (2) 1ATS219, 1ATS229 2ATS219 Paragon ES NLI 480 480 ac 336 ac 336 ac (2) 27A Initiates 4 kV Bus Auto Transfer 1A201, 1A202 1A203, 1A204 ABB/West. - SVF31 119 107 24 Vac 27AI Permissive to Close 4 kV Incom Breakers 1A201, 1A202 1A203, 1A204 ITE-270 119 107 110 Vac 43 Transfer Relay for 480 V Auto Transfer Switches 2ATS229, 0ATS516, 0ATS526, 0ATS536, 0ATS546 Ward-Leon ARD Bul-130 480 ac 432 ac 432 Vac (2) 1ATS219, 1ATS229 2ATS219 TE Connectivity PRD-11AY0-480 480 ac 432 ac 480 ac (2) 44 Initiation of 4 kV ESF Loads 1A201, 1A202 1A203, 1A204 ABB/West - SSV-T 120 ac 90 ac 90 ac 59N Trip +/-24 vdc Battery Charger on Overvoltage 1D672, 1D682 GE - NSV 24 dc 28 dc 30 dc 51V 480 V Swing Bus M-G Set Protection 1C246, 1C247 ABB/West - Cov-9 120 ac 108 ac 80 ac 62 Time Delay Relay Various inplant Locations Agastat 7000 Series 125 dc 105 dc 120 dc 62 Time Delay Relay Various inplant Locations Agastat 7000 Series 120 ac 108 ac 120 ac
SSES-FSAR Table Rev. 58 FSAR Rev. 71 Page 2 of 3 TABLE 3.10c-17 NON-NSSS AND NON-ACR RELAYS REQUIRED TO BE ENERGIZED (Units 1 & 2 Devices Are Identical unless otherwise shown)
Device No.
Relay Function Location Manufacturer Type Operating (Volt)
Remarks Normal Minimum Seismically Type Tested 62 Time Delay Relay (480 V Auto Transfer Switches) 2ATS229, 0ATS516, 0ATS526, 0ATS536, 0ATS546 Ind. Timer CSF-30M 120 ac 108 ac 120 Vac (2) 1ATS219, 1ATS229 2ATS219 Agastat E7000 Series 120 ac 108 ac 120 ac (2)
X Auxiliary Control Relays 2ATS219, 2ATS229, 0ATS516, 0ATS526, 0ATS536, 0ATS536 Ward - Leon ARD 130-6429 125 dc 105 dc 125 Vdc (2)
X Auxiliary Control Relays 1C246, 1C247 GE-HFA 125 dc 105 dc 125 Vdc X
Auxiliary Control Relays 1C661A, 1C661B 0C877A, 0C877B 0C876A, 0C876B GE-HFA 120 ac 108 ac 125 Vdc 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 0C578, 0C681 1C681, 0C877A 0C877B, 0C883A 0C883B, 0C876A 0C876B Agastat-GPI 120 ac 108 dc 96 Vac X
Auxiliary Control Relays 0C519A, 0C519B 0C519C, 0C519D 0C519E, 0C521A 0C521B, 0C521C 0C521D, 0C521E Agastat-GPD 125 dc 105 dc 125 Vdc X
Auxiliary Control Relays (prevent cycling of 4 kV Bkr) 1A201, 1A202 1A203, 1A204 ABB/West - AR 125 dc 105 dc 125 Vdc
SSES-FSAR Table Rev. 58 FSAR Rev. 71 Page 3 of 3 TABLE 3.10c-17 NON-NSSS AND NON-ACR RELAYS REQUIRED TO BE ENERGIZED (Units 1 & 2 Devices Are Identical unless otherwise shown)
Device No.
Relay Function Location Manufacturer Type Operating (Volt)
Remarks Normal Minimum Seismically Type Tested X
Auxiliary Control Relays 1A201, 1A202 1A203, 1A204 ABB/West - MG6 125 dc 105 dc 125 Vdc X
Isolation Relays 1A201, 1A202 1A203, 1A204 P.B. MDR - 5062/
5151 125 dc 105 dc 105 dc (1)
X Isolation Relays 1C661A, 1C661B 0C877A, 0C877B 0C876A, 0C876B 0C529A, 0C529B P.B. MDR - 4094/
4094-1/4165 120 ac 92 ac 90 ac (1)
Remarks (1) Test made by Arkansas Unit 1.
(2) Unit 1 and Unit 2 devices are not identical unless both unit locations are listed.
SSES - FSAR TABLE J.lOC lNVERTERS AND 120 VAC INSTRIIIENT PANELS Equipment Identification t.oution Item No.
Unit No.
SuPfJlier Testing Facilitift Quatification Qualifteation 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