ML20136A542

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Rev 1 to Instruction CP-EI-4.0-49, Evaluation of Thermolag (TSI) Fire Barrier Matl on Class 1E Electrical Raceways. W/15 Oversize Drawings
ML20136A542
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 02/15/1984
From:
TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
To:
Shared Package
ML20136A539 List: ... further results
References
FOIA-85-59 CP-EI-4.0-49, NUDOCS 8601020063
Download: ML20136A542 (147)


Text

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92 RIGCD ENGINEERItG DIVISION Ik u utn ON REVISICN ISSUE PAGE n

DATE CINUO CP-EI-4.0-49 1

2-15-84 1 of 32 y

EVAtl.lATION OF 'IHERPOIAG (TSI)

FIRE BARRIER MATERIAL CN PREPARED

. Mv$n # 6 CIASS IE ELECTRICAL PACEWAYS

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APPIOVED BY

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1.0 REFERENCES

1-A CP-EP-4.0 Decign Control 1-B TFBA Conduit and Tray Listings (G&H) 1-C Fire Hazard Analysis Drawings 1-D TUGCD/IUSI CPSES OA Plan 1-E ANSI N45.2 QA Requirements of the design of Nuclear Power Plants 1-F CP.-EI-4.5-14 TEEA Field Verification' 1-G CP-CIH-10.3 Application of the termolag Fire Protection System 1-H Electrical Raceway Schedule 2323-El-1700 1-I Qanduit Support Package 2323-S-0910 2.0 GENERAL 2.1 IUREOSE

'Ib establish a metiz3d for evaluation and control for the structural Wwy of the Class 1E electrical raceways, including their supp3rts, for aridition of fire barrier material (hernolag).

2.2 SC)PE mis instruction meets the requirements of Reference 1-A and covers all Class 1E and Category II electrical raceways (cable trays and and conduits) which require 'thernolag' fire barrier material as per References 1-C and 1-F.

2.2.1 his instruction describes methodology to chtermine structural adequacy of the raceway systen for the intesed weight of fire barrier material cnly. It cbes rot cover the following:

a) Determination of the adequacy of TSI thermolag material on all raceways to withstand seismic event.

b) Sections of TSI thernelag material may or may not stay in place during a seismic event. Berefore, damace caused by falling debris is not in the scope of this instruction.

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601020063 I

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'IUGCO ENGINEERING DIVISIN INSTRUCTIN REVISIN ISSUE PAGE IRTE CP-EI-4.0-49 1

2-15-84 2 of 32 2.3 RESKNSIBIIIIY 2e CP Project Civil Engineer is responsible for providing technical direction and administrative guidance to the Civil / Structural organization. Se Civil / Structural Supervisor is responsible for the inplementation of this instruction. He shall be responsible for assuring that personnel within his group are qualified by education, experience, and training to perform assigned tasks.

mere specific individuals are designated by title in this instruction, it shall be understood that designees may be delegated to act in that capacity.

3.0 INSTRUCTIONS 3.1 CONTROL OF INCOMING IDCLMENIS All raceways requiring fire barrier material (thernolag) are identified by FDSG and transmitted to the Area Management Group, via CPPA, with a mpy to CP Project Civil Engineer er individuals in Civil / Structural Engineering discipline. Civil / Structural Engineering shall maintain a file for all of the inmming CPPA letters.

3.2

!!NGINEERING EVAIMTIN PROCESS 3.2.1 Existire Design Sources j

In general, electrical raceways and their supports are grouped in two (2) majat: categories:

a) Cable Trays: Cable trays and cable tray s w is are shown on Gibbs ir Hill drawings and are designed for the layout shown an these drawings. Trays and tray spans are designed for 35 p.s.f. loading.

m is does not take into account additional load due to fire barrier material m any part of the i

tray system.

b) Conduits:

Generally all Class 1E conduits are field run and are supported using generic drawing package 2323-S-0910. Existing criteria does not take-into account additional load due to fire barrier material.

4 The inpact of additional weight due to fire barrier material on the raceway system shall be evaluated by methodology described in Sections 3.2.2 and 3.2.3 for cable trays and conduits m W ively.

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i EXXI) ENGINEERING DIVISICN INSTRUCTION RENISION ISSUE PAGE IRTE CP-EI-4.0-49 1

2-1 5-84 3 of 32 i

3.2.2.

Cable Trays Cable tray segments identified for thernolag fire barrier naterial shall be <v= pared against electrical raceway schedule (Reference 1-fi) for the following pertinent data:

a) Perantage fill of cables.

r b) Type and size of ables.

c) Weight of cables.

If item (c) is given in the schedule, items (a) and (b) are for reference only. If the schedule does not provide exact weight of the cables, then items (a) and/or (b) may be used to determine the total weight of the cables in the trays.

Weight of the cables plus the weight of the tray with the fire barrier material shall not exceed the total design load. See Table 1 for the explanation and the use of data. If the total Joad l

in mltam 5 of Table 1 exceeds design load shown in column 6, then the cable tray racewey secpeent shall require more exact evaluation as indicated in 3.2.2.1.

Weight (per lineer foot) shom in coltam 4 includes the overall effect of weight of thermlag material around the suggort. The coating requirements of the raceway styports are described in Reference 1-G.

J-3.2.2.1 ition cable tray load with fire barrier exceeds the design. load in any segment, the following additional step by step procedure shall be inplemented:

a a) Tray spans between supports shall not exceed those given in Attachment 1.

If the actual spans are greater than thces shown in the attachment, then additional supports (s) shall be provided unless otherwise shom by engineering analysis. Spens shown in the attactment are based en 35 p.s.f. for the cables, and the tray weight plus the imen=ad. fire barrier weight. All secpnents with bends, 'T' intersections, etc., with actual loading greater than design load of 35 p.s.f. shall be evaluated cm a case by case basis.

Spans given in Attachment 1 are not applicable in these cases.

b) All hangers shall then be evaluated for actual loads..

During this evaluation, all pertinent design changes shall be taken into account. Consideration anall be given to use of actual tolerances, weld undercut / undersize, 1"# Hilti Kwik bolt revised criteria and actual field 'as-built' configuration.-

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TUGCO DKIINEERING DIVISICN INSTRDCTION NEVISION ISSUE PEE DATE CP-EI-4.0-49 1

2.15-84 4 of 32 i

c) After sucts evaluation is ccuplete, any span changes required to : rake the raceway acceptable shall be issued in the form of a DCA. The DCA shall indicate pertinent information.

Modifications to supports only may be dtv==nted by Cbnponent Pedification Card (CMC) or DCA.

3.2.2.2 Exceptions Evaluation gocess described in 3.2.2. is not applicable to the cable trays (and their supports) where additional side rails are added. Ebr such mses, actual as-built configuration of the tray systen with actual cable weight shall be taken into account and proper engineering evaluation performed. No standard methodology is reo:mmended, but shall be based on Wahle engineering practice.

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i TUGCD ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE N

CP-EI-4.0-49 1

2-15-84 5 of 32 TABIE 1 (1)

(2)

(3)

(4)

(5)

(6)

SIZE T SELF WP.

WI T WT T FIRE TOIAL DESI@ IK TRAY TRAY #/L.Pr.

CABLES #/L.FT.

BARRIER PRT.

2+3+4,

  1. /L.fT.

4/L.Pr.

4/L.Pr.

6"x4" 5.0 13.0 17,5 12"x4" 6.0 18.5 35.0 18"x4" 7.0 24.0 52.5 24"x4" 9.5 29.5 70.0 30"x4" 10.5 35.0 87.5 36"x4" 12 40.0 105.0 6"x6" 5.0 14.5 17.5 12"x6" 6.0 20.0 35.0 18"x6" 8.0 25.5 52.5 24"x6" 9.0 31.0 70.0 l

30"x6" 10.0 36.5 87.5 36"x6" 13.0 42.0 105.0 e

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'IUGCD ENGINEERING DIVISICE INSTRUCTION REVISION ISSUE PAGE DATE CP-EI-4.0-49 1

2-1 5-84 6 of 32 3.2.3 Conduits Cbnduit segiments identified for thermolag fire barrier material shall be evaluated for the adequacy of:

a) Spens, for different configurat. ions and definitions, see.

b) Supports, including junction box supports.

All Class 1E conduits are field routed, therefore, all segiments shall be surveyed to determine actual "as-built" spans aid the type of supports used. All spans shall be checked against the allowable spans given in Attactament 3.

Any configuration of span noi covered in this attactznent shall be evaluated on a case by case basis. See also Section 3.2.3.1 for exceptions. Cbnduit supports i

shall be checked for their adequacy due to the additional weight ingv=ad by thersolag fire barrier material. Sgport loads shall be calculated by nultiplying tributary conduit span for the support.

with the mit weight of conduit shown in Table 1 of Attachment 3, and further adding the weight of the fire barrier material given in Table 26, for typical s w ds. Bis shall be ccupared with the l

capacities of the support given in Reference II. Sese capacities include ~ additional weight of therolag fire barrier noterial as described in DCA-18,936. Refer to Section 3.2.3.1 for exceptions.

3.2.3.1 Exceptions i

Dis instruction (for conduits only) does not apply to the following cases and they shall be referred in engineering for evaluation:

a) Any conduit span ce support against drich a CMC (Camponent i

l Rx11fication Card) has been i===d l

b) All junction box supports.

/

c) All individually engineered s w ds.

j d) All conduit spans with IJE and the supports cri either side l

of sud IJo's.

i e) All conduit spans and agports which violate the critieria given in this instruction.

f) All flexible conduits.

g) All Category II conduits ("C" train larger than 2"# and j m etion i

boxes with 2"# ce larger cznduits entering er exiting fztzn i

junction boxes. Sud conduits are restrained as per CSR series of S-0910 pg ;.re and will be evaluated on a case by case basis.

'C' s

f train conduits, 2"# and smaller, dtich are required by EDSG to be coated with 'ISI material are not in the scope of this instruction.

I 3.3 DOCCM!N ETION 3.3.1 Cable Trays Evaluation for structural adequacy of all cable tray segments

~-

(including swds) with thermolag fire barrier shall be doctamented l

j on the " Cable Tray Bernolag Evaluation Parm". See Attachment 2.

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'IUGCO ENGINEERING DIVISIOi INSTRUCTION REVISION ISSUE PAGE DATE CP-EI-4.0-49 1

2-15-84 7 of 32 3.3.2 Conduits Eval'uation for structural adequacy of all conduits (including sumsI.s) with themlag fire barrier shall be documented per Reference II. All sucia drawings are titled " Individually Engineered Supports and Locations for Special Fire Proofed Runs".

3.3.3 As-euilt verification Engineering Task Teams will be nspcc51ble for verification of "as-built" configuration of each conduit raceway includirg junction boxes. 'Ihis will also include all design cfianges (OC's, DCA's and indivMully engineered sw1.i.s e.g., IN-CSM Series, etc.,), as noted on IN-FP-Series drawings. Revisions of these doctaments as noted on IN-FP-Series drawings shall be verified too. Exceptions to any of these items (including proper revision ntzeber of referenced design change doctznent) shall be brought to the attention' of Civil / Structural Engineering discipline for further evaluation.

After verification of "as-built", Task Teant Engineering will

" sign-off" en the 'Ihermolag Operation Traveler (see Attachment 5).

Sucts verification and ' sign-oiT' shall be performed within 72 hours8.333333e-4 days <br />0.02 hours <br />1.190476e-4 weeks <br />2.7396e-5 months <br /> of ccamencement of the thermolag application.

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'IUGCD ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DATE l

CP-EI-4.0-49 1

2 15-84 8 of 32 1

ATTACHMENT 1

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RIG'D ENGINEERING DIVISION INSTRDC" ION REVISION ISSUE PAGE DATE CP-EI-4.0-49 1

2-15-84 9 of 32 ATTACHMENT 2 CAR E TRAY TetRMOLAG EVALUATION FORM

i. DATE:

2.

REFERENCE DRAWING 5: (1) SK. TFMA.

(2) Electrical (3) Structur61 (4) Other 3.

LOCATIOR:

I 11 ding:

'lon:_

L.

(4) 1.

4.(a) EVALtWTION A5 PCR SECTION 3-2-2-1:

l 5 ELF WT.

WT. OF WT. OF UL51Ein i

SEGMENTNO.l TRAY $1ZE OF TRAY FIRE BARRIER CABLES TOTAL LOAD l REMARKS i

(TA8LE 1)

(TABLE 1)

(El-1700)

WT.

(TAK E 1) a i

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4. (b) Evaluation as per section 3-2-2.2 or 3-2-2.3.

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Attach calculations and reference CNC and/or

)

DCA Mo. In Remarks colen.

1

5. APPROVAL SIGNATURES:

Electrical Engineering:

Civil / Structural Engineering:

Civil / Structural Check:

Civil / Structural Review:

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A TUGCO ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PME DATE CP-EI-4.0-49 1

2-1 5-84 10 of 32 1

1 i

GENERAL IMES AND SPAN DEFINITI0tG POR ATi%CHMENIS 3 & 4 i

l

1) Cbnduit spans are classified into two (2) categories viz. IA and IS spans. IA spans are the conduit runs against the wall, ceiling, etc., and are supported using 'CA' type supports.

LS spans are the conduit runs suspended in air and are supported i

i with support types other than "CA" type of supports.

1

2) Per any span to be justified as 'IA' span, supports on either side nust be 'CA' type. If the conduit enters into a junction box and is supported by a 'JA' type of support, adjacent span shall be acceptable as 'IA' span.
3) Capacities of 'CA' type of supports is given in Attactament 3, Table 24, for the types met frequently used. Tb use the capacities "Per IA Spans", span on either side of supp must be IA Span.
4) S1 - Maximan spacing of transverse supports cm a straight run.

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5) S4 - Maximan spacing of m11ti-directional stgports en a straight run.

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6) S6 - Maximm distance between allti-directional supports for an offset run between supports.
7) S8, S8' - Maximan distance between supports adjacent to I

tangent points measured along a single band plus straiptruninanyplane. Bend in cxmduit may j

be 15 (min) to 90 (max).

8) S9 - Maxima distance between styport with condulets (BC's) in a straight conduit run.

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9) K - Overhang measured along center line of a rigid conduit.

1

- 10) K3 - Cverhang measured along center line of rigid c~nduit (a) and flexible conduit (L) for continuos run and

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double overhang.

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11) S2 - Iocation of first support at band.

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12) L - Iangth of flexible conduit.
13) a - Rigid <xmduit overhang before a flexible length of conduit (L).

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14) d' - Distance between suoport and J.B. along a bery$ or double band.

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HIGCO ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DNIE CP-EI-4.0-49 1

2-15-84 11 of 32 ATDC19ENT 3 i

'mBIE 1 1

1 UNIT WEIGHT OF CDNDUITS WITH 'IHEltOLAG FIRE BARRIER MATERIAL CONDUIT SIZE (IN GES) 5"9 4"#

3"#

2"#

1-1/2"A 1"#

3/4"5 UNIT WEIGfT

  1. /L. Pr.

32.5 27.0 19.4 10.8 9.3 6.7 5.8 4

TABIE 2 l

EQUIVAIJNT hEIGNIS OF B.C.'S (CINXEETS) Wrs FIRE BARRIER 1RTERIAL

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CCNDUIT DIA.

4"5 3"#

2"5 1-1/2"A 1"5 3/4"#

j EGJIV. Wf.

OF BC IN IRS.

23 14 8

8 10 11 4

'mBIE 3 S4 MAX. FOR IA SECTION (AIL BUIIDINGS & ELEVATIOtE)

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i CONDUIT DIA. IN.

5" 4"

3" 2"

1-1/2" 1"

3/4" i

S4 MAX 8'-11" 7'-9" 6'-9" 5'-4" 4'-7" 3'-7" 3'-0" i

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'mBIE 4 S8 OR S8 MAX. FOR IA SECTION (ALL BUIIDINGS & ALL ELEVATIGU)

CONDUIT f

DIA. IN.

5" 4"

3" 2"

1-1/2" 1"

3/4" t

i S8 OR S8' MAX 8'-0" 6'-11" 6'-1" 4'-10" 4'-1" 3'-3" 2'-8"

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'IUGCO DIGINFT,? LNG DIVISION INSTRUCTION REVISION ISSUE PAGE DPCE CP-EI-4.0-49 1

2-15-84 12 of 32 ATDCMENT 3

'mBM 5 S9 MAX FOR IA SECTION (AIL BUILDINGS & AIL ELEVATIONS)

C m DUIT

^ SIZE (IN 3ES) 4" 3"

2" 1-1/2" 1"

3/4" S9 MAX.

6'-0" 5'-7" 4'-10" 4'-4" 3'-8" 3'-2"

'DulIE 6 K MAX. PCR IA SECTICM (AIL IKIIIDDGS & ALL EIEVATICHi)

CONDUIT DIA. IN.

5" 4"

3" 2"

1-1/2" 1"

3/4"

.i K MAX.

4'-10" 4'-0" 3'-5" 2'-11" 2'-5" 1'-11" 1'-4" j

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L MhX POR' K3 OVEIIBANG.(IA SECTICM, AIL BUIIDDGS & AIL ELEVATIGE) j COCUIT C3FIGURATIGES SEDel IN S-0910 SR. IA-3a CASE-I-B Att SH. IA-3b MO ASSOCIMD UBIES SBOW IN SH. IA-3d MO s. IA-3g ARE ADSQUE UtOER ADDmCNAL Wf CF BIEMOIAG FIRE COATDC.

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j d' MAX POR IA SECTION (AIL BUIIDINGS & AIL ELEVATI0tES) 2 CGCUIT d'MhX

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DIA.# (in) 3/4 1'-6" i

1 1'-10" 1-1/2" 2'-5" i

1 1

2 2'-10" 3

3'-8"

,,j 4

4'-4"

.51 l

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1 3

5 5'-1" i

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'IUGCO ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DATE CP-EI-4.0-49 1

2-15-84 13 of 32 ATBCMENT 3

'mBLE 9 S1 MAX EOR IS SECTICN SAFEGUARDS IUIIDING EL.

5"A 4"A 3"A 2"#

1-1/2"A 1"#

3/4"g i

896'-6" 14'-9" 12'-10" 10'-9" 7'-6" 6'-1" 4'-5" 3'-5" 873'-6" 14'-8" 12'-9" 10'-8" 7'-5" 6'-0" 4'-5" 3'-5" I

852'-6" 15'-3" 13'-4" 11'-1" 7'-9" 6'-4" 4'-9" 3'-7"

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2 831'-6" 16'-3" 14'-1" 11'-9" 8'-3" 6'-8" 5'-1" 3'-9" 810'-6" 16'-9" 14'-6" 12'-2" 8'-5" 6'-10" 5'-3" 3'-11" 790'-6" 18'-1" 15'-8" 13'-1" 9'-1" 7'-5" 5'-8" 4'-2" 705'-6" 18'-3" 15'-10" 13'-3" 9'-3" 7'-6" 5'-9" 4'-3"

.j 773'-6" 18'-8" 16'-2" 13'-7" 9'-5" 7'-8" 5'-11" 4'-4"

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'IUGCO ENGINEERING DIVISICN INSTRUCTION REVIEIN ISSUE PA2 DATE i

CP-EI-4.0-49 1

2-15-84 14 of 32 ATDOMENr 3 l

'DBLE 10 S1 MAX ECR IS SECTICN AUXILIARY IKIIIDING EL.

5"#

4"#

3"#

2"#

1-1/2"#

1"#

3/4"#

899'-6" 13'-9" 11'-11" 10'-0",

7'-0" 5'-8" 4'-2" 3'-2" 886'-6" 14'-3" 12'-5" 10'-4" 7'-3" 5'-10" 4'-4" 3'-4" 1

873'-6" 14'-8" 12'-10" 10'-8" 7'-6" 6'-1" 4'-7" 3'-5" 852'-6" 14'-11" 13'-0" 10'-11" 7'-7" 6'-2" 4'-8" 3'-6" 831'-6" 15'-4" 13'-4" '11'-2" 7'-9" 6'-4" 4'-10" 3'-7" 810'-6" 16'-0" 13'-11" 11'-7" 8'-1" 6'-7" 5'-0" 3'-9" I

790'-6" 16'-7" 14'-5" 12'-1" 8'-5" 6'-10" 5'- 3" 3'-10" d

1 ATDOMINT 3 2BIE 11 j

S1 MAX POR IS SECTICE I

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f.)

EL.

5"#

4"#

3"#

2"#

1-1/2"#

1"#

3/4"#

873'-4" 15'-9" 13'-9" 11'-5" 8'-0" 6'-6" 4'-9" 3'-8" i

854'-4" 15'-11" 13'-10" 11'-7" 8'-1" 6'-7" 5'-0" 3'-8"

.I 830'-0" 16'-7" 14'-5" 12'-1" 8'-5" 6'-10" 5'-2" 3'-10"

]

807'-0" 16'-8" 14'-6" 12'-1" 8'-5" 6'-10" 5 ' -3" 3'-10" n

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778'-0" 17'-1" 14'-10" 12'-5" 8'-8" 7'-0" 5'-5" 4'-0" i

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RIGCD ENGINEERING DIVISION INSTRPCTION REVISION ISSUE PAGE 4

MN CP-EI-4.0-49 1

2-15-84 15 of 32 ATDOMENT 3 i

MBIE 12 S1 MAX FOR IS SECTION (PIASTIC FAIIURE CCDICEPT)

~

EOR (1) AT IEAST CNE STRAIGiff ADIACENT SPAN CR (2) AN IN-PIANE BE30 (N OtE SIDE Ato OUT OF PIANE BEND W 'ME OMER SIDE SAFEGUARIE BUIIDING L

5"#

4"A 3"#

2"#

1-1/2"#

1"#

3/4"#

896'-6" 14'-9" 12'-10" 10'-9" 9'-5" 7'-6" 5'-11" 4'-5" 873'-6" 14'-8" 12'-9" 10'-8" 9'-0" 7'-0" 6'-0" 4'-5" 852'-6" 15'-3" 13'-4" 11'-1" 9'-8" 7'-7" 6'-5" 4'-9" 831'-6" 16'-3" 14'-1" 11'-9" 10'-4" 8'-0" 7'-0" 5'-3" 810'-6" 16'-9" 14'-6" 12'-2" 11'-0" 8'-6" 7'-5" 5'-6" 790'-6" 18'-1" 15'-8" 13'-1" 12'-9" 9'-11" 8'-2" 6'-1" 785'-6" 18'-3" 15'-10" 13'-5" 13'-0" 10'-5" 8'-3" 6'-2"

.2 773'-6" 18'-8" 16'-2" 13'-9" 13'-3" 10'-8" 8'-5""

6'-3"

):j ATDOMENT 3 MBIE 13 4

3 S1 MAX POR IS SECTION (PIASTIC FAIIDRE CCNCEPT)

,4 FOR (1) AT IEAST CNE STRAIGHT AtkTACENT SPAN CR N

/

(2) AN IN-PIAIE BE30 CM CBE SIIE ABC OUT OF

{l PIANE BEM) ON 'ME OMER SIDE ei 9

AUXIIJARY BUIIDING d

L 5"#

4"#

3"#

2"#

1-1/2"#

1"#

3/4"#

q 899'-6" 13'-9" 11'-11" 10'-0" 8'-9"

'7'-0" 5'-6" 4'-1"

.3 886'-6" 14'-3" 12'-5" 10'-4" 9'-2" 7'-3" 5'-9" 4'-4"

,4, 873'-6" 14'-8" 12'-10" 10'-8" 9'-7" 7'-6" 6'-1" 4'-6" 852'-6" 14'-11" 13'-0" 10'-11" 10'-1" 7'-11" 6'-4" 4'-9" l1 1

831'-6" 15'-4" 13'-4" 11'-2" 10'-7" 8'-7" 6'-8" 5'-0"

.3e 810'-6" 16'-0" 13'-11" 11'-7" 11'-3" 9'-2" 7 '-2" 5'-4" b

'J 790'-6" 16'-7" 14'-5" 12'-1" 11'-9" 9'-8" 7'-6" 5'-7" n

.S l

'i l

'IUGCO INGINEERING DIVISION INSTRUCTION REVISICN ISSUE PAGE l

DA'IE CP-EI-4.0-49 1

2-15-84 16 of 32 ATDOIMl!NT 3

'mBLE 14 S1 MAX ECR IS SECTION (PIASTIC FAIIURE CCNCEPT)

EUR (1) AT IEAST CNE STRAIGHT ADJACENT SPAN CR (2) AN IN-PIANE BDO CN ONE SIDE AIO CUT OF PIANE BDO CN ' DIE OIHER SIDE EIECTRICAL CDNTIOL BUILDING EL.

5")

4"A

. 3"A 2"#

1-1/2"#

1"#

3/4"#

873'-4" 15'-9" 13'-9" 11'-5" 10'-3" 8'-2" 6'-5" 4'-10"

[

854'-4" 15'-11" 13'-10" 11'-7" 10'-6" 8'-6" 6'-8" 5'-0" 830'-0" 16'-7" 14'-5" 12'-1" 11'-4" 9'-0" 7'-2" 5'-4" 807'-0" 16'-8" 14'-6" 12'-3" 11'-9" 9'-6" 7 '-5" 5'-6" 778'-0" 17'-2" 14'-10" 12'-10" 12'-2" 9'-11" 7'-8" 5'-9" ATDODENT 3

'mBLE 15

'j S8 CR S8' MAX PGt IS SECTICM 1

~}

SAFtEARD IUIIDIIC

.I EL.

5"A 4"A 3*J 2"#

1-1/2"#

1"#

3/4"#

N j

896'-6" 12'-0*

10'-0" 9'-0" 7'-3" 5'-10" 4'-6" 3'-4" l

873'-6" 12'-0" 10'-0" 9'-0" 7'-3" 5'-10" 4'-6" 3'-4" 852'-6" 12'-0" 10'-0" 9'-0" 7'-9" 6'-3" 4'-10" 3'-7" 831'-6" 12'-0" 10'-0" 9'-0" 8'-6" 7'-0" 5'-3" 3'-11" 5

810'-6" 12'-0" 10'-0" 9'-0" 9'-0" 7'-0" 5'-8" 4'-2" 790'-6" 12'-0" 10'-0" 9'-0" 9'-0" 7'-0" 6'-0" 4'-6" i;

785'-6" 12'-0" 10'-0" 9'-0" 9'-0" 7'-0" 6'-0" 4'-7" 773'-6" 12'-0" 10'-0" 9'-0" 9'-0" 7'-0" 6'-0" 4'-8" 4

N c

/

l l

l

---e

I -

4 TUGCD ENGINEERING DIVISION INSITUCTION RINISION ISSUE PAGE

-.l' DATE CP-EI-4.0-49 1

2-15-84 17 of 32

~q ATDOMENT 3 N

'mBIE 16 S8 OR S8'iVX EOR IS SECTION AUXILIARY HJIIDING l

EL.

5"A 4"A 3"#

2"5,

1-1/2"#

1"#

3/4"#

899'-6" 12'-0" 10'-0" 9'-0" 6'-9" 5'-4" 4'-2" 3'-2" l

6 i

886'-6" 12'-0" 10'-0" 9'-0" 7'-1" 5'-9" 4'-5" 3'-3" 873'-6" 12'-0" 10'-0" 9'-0" 7'-4" 6'-0" 4'-8" 3'-5" a

852'-6" 12'-0" 10'-0" 9'-0" 7'-9" 6'-3" 4'-10" 3'-7"

,1 3

831'-6" 12'-0" 10'-0" 9'-0" 8'-2" 6'-8" 5'-1" 3'-9" i

.I 810'-6" 12'-0" 10'-0" 9'-0" 8'-8" 7'-0" 5'-4" 4'-0" a

790'-6" 12'-0" 10'-0" 9'-0" 9'-0" 7'-0" 5'-7" 4'-2" I

ATDODU!NT 3

.j

'mBIE 17

}

S8 OR S8' MAX FCR IS SECTICN i

1i Emement comen acIIDING sj EL.

5"A 4"A 3"J' 2"A 1-1/2"#

1"#

3/4"#

i 873'-4" '

12'-0*

10'-0" 9'-0" 7'-9" 6'-3" 4'-11" 3'-8" 0

854'-4" 12'-0*

10'-0" 9'-0" 7'-11" 6'-7" 5'-0" 3'-9" 3

830'-0" 12'-0" 10'-0" 9'-0" 8'-6" 7'-0" 5'-3" 3'-11"

?]

807'-0" 12'-0" 10'-0" 9'-0" 8'-11" 7'-0" 5'-7" 4'-2"

-j d

778'-0" 12'-0" 10'-0" 9'-0" 9'-0" 7'-0" 5'-10" 4'-3" 3

b.

s s

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3 b

1

i 1'

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'IUGCD ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE DAIT 1

j CP-EI-4.0-49 1

2-15-84 18 of 32 3

ATU G MENT 3 L

SBLE 18 i

S9 MAX FCR LS SECTION (ALL BUIIDIN2i AND ALL ELEVATIONS) h CCRCUIT DIA.

4" 3"

2" 1-1/2" 1"

3/4" i

REFER 'IO ENGINEERING EOR S9 MAX 6'-0" 6'-0" 6'-0" FOR EVALUATION o.

I ATDGIENT 3 y

SBIE 19

.-j j

K MAX POR IS SECTICN b

SAFEGUARDS BUILDING b

- i j

EL.

5"#

4"#

3"#

2"#

1-1/2"#

1"#

3/4"#

.4 896'-6" 6'-10" 5'-9" 4'-8" 3'-5" 2'-8" 2'-1" 1'-5" q

3

4 873'-6" 6'-9" 5'-8" 4'-7" 3'-4" 2'-7" 2'-1" 1'-5"

.)

852'-6" 6'-11" 5'-10" 4'-9" 3'-5" 2'-8" 2'-1" 1'-5"

' :M

,1 831'-6" 7'-3" 6'-2" 5'-0" 3'-8" 2'-10" 2'-3"

'1'-6" ij j

~ 810'-6"

'7'-4" 6'-3" 5'-1" 3'-8" 2'-11" 2'-3" 1'-7" v:

790'-6" 7'-11" 6'-8" 5'-6" 4'-0" 3'-1" 2'-5" 1'-8" 785'-6" 8'-0" 6'-9" 5'-7" 4'-0" 3'-2" 2'-6" 1'-8" y

av 773'-6" 8'-2" 6'-11" 5'-8" 4'-1" 3'-3" 2'-6" 1'-9"

)

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TUGOD DGINEERTE DIVISIO INSTRUCTICE REVISION ISSUE PAGE DATE 4

CP-EI-4.0-49 1

2-15-84 19 of 32

+

4 ATDOMENT 3 MBIE 20 K MAX KR IS SECTICN AUXILIARY HJIIDING n

EL.

5"#

4"#

3"#

2"#

1-1/2"#

1"#

3/4"#

899'-6" 6'-4" 5'-3" 4'-4" 3'-2" 2'-5" 1'-11" 1'-4" 7

I 886'-6" 6'-6" 5'-6" 4'-6" 3'-3" 2'-6" 2'-0" 1'-4" 873'-6" 6'-8" 5'-8" 4'-7" 3'-4" 2'-7" 2'-1" 1'-5" 852 '-{"

6'-9" 5'-8" 4'-8" 3'-4" 2'-7" 2'-1" 1'-5" 831'-6" 6'-10" 5'-9" 4'-8" 3'-5" 2'-8" 2'-1" 1'-5" I

810'-6" 7'-0" 5'-11" 4'-10" 3'-6" 2'-9" 2'-2" 1'-6" 790'-6" 7'-3" 6'-1" 5'-0" 3'-7" 2'-10" 2'-3" 1'-6" 1

]'

ATD O MINT 3 BBIE 21

i K MAX PCR IS SECTICN j

4 1

j EIACTRICAL CDNTICL HJIIDING n

3

.?

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5"#

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1 873'-4" 7'-3" 6'-1" 5'-0" 3'-7" 2'-10" 2'-3" I'-6" l

3

]

854'-4" 7'-3" 6'-1" 5'-0" 3'-7" 2'.-10" 2'-3" 1'-6" il 830'-0" 7'-6" 6'-4" 5'-2" 3'-9" 2'-11" 2'-3" 1'-7" 1

4 807'-0" 7'-4" 6'-2" 5'-1" 3'-8" 2'-11" 2'-3" 1'-7" 778'-0" 7'-6" 6'-4" 5'-2" 3'-9" 2'-11" 2'-4" 1'-7" 3

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'11.1G00 ENGINEERING DIVISIO INSTRUCTICN REVISICN ISSUE PAGE DATE CP-EI-4.0-49 1

2-15-84 20 of 32 ATTAC19ENT 3 MBIE 22 L MAX ECR K3 OVERHANG IS SECTION. ALL BUILDINGS AND ALL ELEVATIONS CONDUIT CONFIGURATIONS SH0 lei IN SH. Im-3a CASE IIIa & CASE IIIb and ALIONABIE MAX AIO MIN WG1ES SEDei (M MBLE 4 CN 1HE SAME SHEET ARE ADEQUATE LEEER AII)ITICHAL WP. OF 1HEltOLAG FIRE BARRIER.

ATDCEMENT 3 ThatE 23 d' MAX FCR IS SECTICM 5

SAFEGUARDS EDIIDING EL.

2"#

1-1/2"#

'1"#

3-4"#

896'-6" 4'-0" 3'-3" 2'-6-1/2" 1 '-10-1/2" 873'-6" 4'-0" 3'-3" 2'-6" 1'-10" j

831'-6" 4'-4" 3'-6" 2'-6-1/2" 2'-0" E

785'-6" 4'-9" 3'-10" 3'-0" 2'-2-1/2" k

AUXILIARY IDIIDING 3

3 899'-6" 3'-9" 3'-1" 2'-4-1/2" 1'-9" j

852'-6" 4'-0" 3'-3" 2'-6-1/2" 1'-10-1/2" 1

i 810'-6" 4'-2" 3'-5" 2'-7-1/2" 1'-11-1/2" EIECTRICAL CDNTROL BUIIDING j

873'-4" 4'-3" 3'-6" 2'-8-1/2" 2'-0" 830'-0" 4'-5" 3'-7" 2'-9-1/2" 2'-0-1/2" 778'-0" 4'-5" 3'-8" 2 '-9-1/2" 2 '-1" o

NOIE:

d' NOT AIIDWED EUR CDNDUIT DIAMETERS 3" TO 5" WI1HOUT ENGINEERING APPKNAL.

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'IUGCD ENGINEERING DIVISION INATMX2 ION REVISION ISSUE PAGE DME CP-EI-4.0-49 1

2-15-84 21 of 32 ATIRCIMDir 3 SBLE 24 CAPACITIES T CA-TYPE SUPPORIS SUPT 'IYPE GPACITY IN IBS WP OF FIRE FCR IA SPAN FOR IS SPAN BARRIER (LBS)

CA-la SE TABLE i!d SEE TABLE #26 13 et CS-2a 385 184 13 t

CA-3a 38d 196 14 5

i CA-Sa 364 108 5

i

~j CA-5B 276 276 10 h

.i CS-Ila 522 522 25 1

3 CS-11b 138 138 6

)

c CA-14a SEE S-0910 Dwg.

See S-0910 Dwg.

28 CA-15 156 170 30

-4 0*j CA-16a 138 138 18 k

3B2 25 1)

CAPACITY CF CA-la SUPT. FOR IA SECTION (IBS) 4 9

ALL RIIIDIIC E2VATICNi 9j 5"5 4"5 3"A 2"J 1-1/2"#

1"#

3-4"A 241 256 272 292 302 314 320 a

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  • TUGCO ENGINEERING DIVISION INSTRUCTION REVISION ISSUE PAGE m

CP-EI-4.0-49 1

2-1 5-84 22 of 32 l

ATDGMENT 3 "3BLE 26 CAPACITY OF CA-la SUPT EOR IS SECTION (CAPACITIES IN IBS)

SAFEGUARD BUIIDING EL.

5")

4"A 3"A 2"A 1-1/2"#

1"#

3-4"5 896'-6" 97 103 110 118 121 126 128 873'-6" 100 106 113 121 125 130 132 852'-6" 121 129 137 147 151 157 160 831'-6" 152 161 171 184 190 197 201 i

810'-6" 182 194 206 221 228 237 242 790'-6" 225 239 253 272 281 293 298

^

785'-6" 232 246 261 281 290 302 308 773'-6" 243 259 275 295 305 318 324 i

AUXILIARY BUIIDING

.ij 899'-6 84 89 95 102 105 109 111

  • +

4 886'-6" 94 100 106 114 117 122 124 3

)

873'-6" 107 113 120 13 133 138 141

/

852'-6" 120 128 136 146 150 156 159 831'-6" 140 149 158 169 175 182 185 4

810'-6" 169 180 191 205 212 220 225 w

f 790'-6" 189 201 213 229 237 247 251 1

ELEC1RICAL CDNTROL RJIIDDG 873'-4" 119 127 134 144 149 155 157 854'-4" 130 138 146 157 162 168 171 330'-0*

159 169 179 192 198 206 210 1

7 807'-0*

181 192 204 219 226 235 240 j

778'-0*

200 212 226 242 250 261 265 3

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l n)GCD ENGINEERIIG DIVISION INSTRUCTION REVISION ISSUE PAGE DNIT CP-EI-4.0-49 1

2-15-84 23 of 32 1

ATDCIMENT 3

'mBIZ 27 SIM4ARY OF FIRE BARRIER WIS. CN CSM SUPPOfES CSI F.B.

C3t F.B.

CSM F.B.

SUPPOEC WIGHT SUPPG UT WEIGfr SUPPORP EIGfT TYPE (IBS)

TYPE (IBS)

TYPE (IBS) 1 35 18o 18 34a 40 2

70

18c, 18 34b 45 18d,18e 18 3,4 70 18f 18 35 160 5

80 18g,18h, 10 37a 40 181,18j 10 37b 14 6a,6b 30 19 90 38.

25 8

80 20 50 39a,39b 26 9

35 21 35 40 75 10m 80 22 45 41 30 j

10b 70 23 65 42 18 11 35 24 30 43 45 i

j j

12 80 25a,25b 20 Y

13 35 26 30

.j 14a,14b 26 27 70

.i 15a(b) 85 28a,21b 35

.)

16a 75 29a,29b,29c 26

)

16b 70 30 18 17a,17b 35 31a,31b 200 17c 10 32a,32b 85 18a 26 33 70 7.

. _ _ _ _ _. ~.. _ _,,.,.

'IDGCO ENGINEERI!G DIVISIN INSTE CTION REVISICN ISSUE PAGE DATE CP-EI-4.0-49 1

2-15-84 24 of 32 ATDO90!NT 3 NCTIE: 'DlIS ATDO90!NT DESCRIBES CDNPUDTION T SUPPORP REACTIONS l

(CAPACITIES REQUIRED) AT DIETERENT SUPPORr IOCATICNS D(E

'IO VARIOUS SPAN (DNFIG1RATICE.

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' TELEPHONE CONVERSATION RECORD Tim.,

3:30 P.M.__

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< cil by:

W. I. Vocelsano of TUGC0'- Enoineerino Div.

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Answer by:

Floyd Renshaw of AMP Prod'ucte tcrocration. Product Engineer m

Contract No:

PIDG, Pt.AST -GRYP*. or SOLISTRAND*

Subject discussed: Bending cf PIDG*, Nuclear

' terminals

  • Tendoma rie nf AMP Tne-nennentoA summer oe. oiscussion, ocasions mo anwmens.

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(J B. Eister. had indicated a 60' bend without reannealing was acceptable. It was discussed that with some suppliers at CPSES (GE Co in particular) that it was necessary to bend terminals for internal wiring up to 120*. It was pointed out that for these cases, the application was for short jumpers (normally under 18 inches), and as such, the full me,chanical strength of the connector was not required.

Floyd Renshaw responded that the current AMP position was' that the subject teiminals could be bent one time to a 90' bend or two times to a 45' bend.

However, this does not preclude. bending the terminals up to 120'. In this case, an Engineering evaluation for the specific type of application could be done by the product user. Items that should be taken into account are as follows:

a) length of wire to be supported by the terminal the susceptibility to vibrations b) once installed if it is contemplated rebending these terminals, c) they should be discarded and, replaced by a new tenninal.

Floyd Renshaw also advised that while a terminal bent more that 90* to 120' would not retain its full mechanical strength it would mainatin its electrical characteristics.

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1..M. Popplewell s r.J.:

F. Harned/D.A. Wilkinson/F. Renshaw AMP Products Corporation Valley Forge, Pa. 19482

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Page 1 of 58

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C0ffANCHE PEAX STEAM ELECTRIC STATI0?l k-OESIGM CHANGE AUTHORIZATION C)

(WILL) (uixuus BE INCORFORATED IN DESIGN 00CUMENTS g h

,p it.A,tlQ.__8443 Rev.2 n

~*

.- : y.* -

1.

SAFETY RELATED 00CUMENT:

XX YES NO -'

ta n Os,.$!," iu rpq o

-~- =sux bh 2.

CRIGINATOP.: C?PE xx ORIGINAL DESIGNER h,q dj$jp'.[ f I S U 3 >

r,

" Ij *. 44 51' '.

3.

DESCRIPTION:

ddk j

'W i

A.

APPLl"ABLE 3R50s'0WG4000satRNOC SEE PAGE 2 REY.

TH DETAILS ennnrww.IS REVISION VOIDS AND SUPER 5EDE5 DCA$8443, RE C ~

B.

cables routed through JBlS-607G and duct bank conduits were damaged duri$1g removal of a deleted cable.

5.

I

}

SOLUTION: Remove affected cables (see page 2) from ' raceway, 5

.t between JBlS-607G and their termination points in SWI. Change "'S-607G, 1*

to provide for terminations as shown on pages 3,4,&S. The. portion of k

affected cables routed within the general plant area to JBlS-607G will

-- terminate in JBIS-607G..New. cables.will ha_, installed to replace the' section of cables removed. These cables will also terminate ~in JBlS-607G.

Q Revise El-1700 to indicate the routing changes shown on pgs.6thru,58.

~

i:

REV 1: See page 2a for information.

p REV 2 added page 2b & as noted on pages 2,"q/35' MD 45 v

4.

SUPPORTING 00CU?'ENTATION:

ij.

I-V 5.

APPROVAL SIGNATURES: 74//Atc i.

'A.

ORIGIt!ATOR:

b dI I OATE 8-6'N

~

B.

DESIGil REPRESENTATIVE:

-M ( v OATE 8 - BI UV 6.

LENCOR 7ANSMITTAL REOUIRED: YES NO XX

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7.

STAi!0ARO OISTRIEUTION:

)

JOB NO. 35-1195 ocA FORn 11.s0 i

ARMS (Original)

/1) 9 E C EIV E 9

M Quality Engineering 1) i, AUG 07jggj TS for Or i

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DCA 8443 Rev. 2 9

j Page 2 of 56 j

j

3. DESCRIPTION:

~

APPLICABLE DRAWINGS:

2323-El-0031-44 Rev. 4 2323-El-0043-02 Rev. 4 2323-El-0043-04 Rev. 5 2323-El-0043-06 Rev. 4 2323-El-0043-08 Rev. 5 2323-El-0043-10 Rev. 5 2323-El-0043-12 Rev. 5 2323-El-0043-19 Rev. 3 2323-El-0043-20 Rev. 3 t

' 4 2323-El-0043-27 Rev. 5 2323-El-0066-81 Rev. 1 2323-El-0080-04 Rev. 11-2323-El-0080-05 Rev. 10 2323-El-0156 Rev. 9 Rev. 7 2323-El-0159 2323-El-0171-01 Rev. 9 Rev. 14

'I 2323-El-0172-02 2323-El-0172-42 Rev. 9 a

y 2323-El-0716-01 Rev. 11 a

2323-El-1700 C24Ci."

2323-El-1710-06 Rev. 9 Rev. 1: Deletes 2323-El-0076-05, Rev. 2 from this DCA.

.i}'

Add the following drawings to this DCA:

2323-El-0066-66 Rev. 2 J'

2323-El-0172-23 Rev. 7 2323-El-0174-13 Rev. 7.

A LIST OF CABLES AFFECTED:

EG009237 EG109296 2370 m 09216A 5"

EG009248.

AG109297

( EG009248 A "S" AG109297A "S"

AG009250 E

AG009250 A "S"

G1.

EG009252 YL 9:.

EG009252A "S"

"S" i

AG009253 (AGl 0937 AG009253A "S"

_ z ex EG009262 AG109299 EG009262A "S"

AG109317A i

~

EG009263 A

EG009263A "S"

~

AG009264 &

AG009264A "5"

x EG009299 EG009299A' NOTE:

"S" Indicates cable pull cards requiring (

EG009326 EG009326A AG011230

( AG011230A"S" correction of equipment i

AG011232 AG011232A "S"

tag number, from "06" i

EG104504 EG104504A to "08".

3 EG104785 EG104785A "S"

I EG106099 EG106099A "S"

'1 EG106110 EG106110A "S"

EG109235 EG1092350 EG109236 EG109236A EG109247 EG109247A i

AG109248 AG109245 "S"

EG109256 EG109254A "S"

=..

l i

, s

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9 6

e C.CA yd'.*3. E3v.,~

Page ?a of #d m e -

3,. ^ W "T.- m.- N m o H'.A 74. ()

/

Disconnecos an2 ;;: aces cacies AG13M2 IS S I;7

[1)

Celetes c:sie AEG$312A.

\\

. Correccs cable IGC09237A c incicate sa "I'

affix.

. 2)._ Indicates appifcab e interconnect diagrams, which recuire l

changes of cable nur.bers, at termination points. (See pass ?

{

for applicable drawings. See pages 4 and 5 for cable nemt:er

[

changes.).

Mso see page 2 for added ce deleted interconnect dra.vings.

(Drawing sheet numbers have been added for clarification.)

1 Cor' ects improperly identified equipment tag nwr.bers en. ull Cards, o

I 3)

(See note, page 2.)

(

Messer, Origin, and Destinatica connection cards will also be corrected.

4 I

NOTE:

This is an as buile condition.

No fis1d work required.

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