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Forwards Commitments in Response to SER Open Item 8 Re Qualification of Fire Doors & Revised Tables & Info Concerning Combustible Loading.W/Two Oversize Drawings Encl. Aperture Card Available in PDR
	ML18018B786
Person / Time
Site:	Harris
Issue date:	10/10/1984
From:	Zimmerman S; CAROLINA POWER & LIGHT CO.
To:	Harold Denton; Office of Nuclear Reactor Regulation
Shared Package
ML18018B787	List: ML18018B786; ML18018B788; ML18018B789;
References
	NLS-84-440, NUDOCS 8410150240
	Download: ML18018B786 (337)
	v • d • e

(

J REGULATORY INFORMATION DISTRIBUTION S) TEM (RIDS)

ACCESSION NBR:8010150240 DOC DATE: 84/10/10 NOTARIZED; NO DOCKET FACIL;50-400 Shearon Harris Nuclear Power Plant~ Unit ii Carolina 5'0-401 Shear on Harris Nuclear Power Pl anti Uni t 2< Car ol ina 05000000 05000401 AUTH, NAME AUTHOR AFFILIATION ZIMMERMAN~S.R. Carolina Power 8, Light Co ~

RECIP,NAME RECIPIENT AFFILIATION DENTONiH,RE Office of Nuclear Reactor Regulationi Director

SUBJECT:

Forwards commitments in to SER Open Item 8 re qualification of, fire do ors 8, revised tables 8 info concerning combustible 1 oading,H/two oversize drawings NOTES-'esponse encl'n Aperture card availab+e PDR..

DISTRIBUTION CODE: A006D COPIES RECEIVED: LTR F TITLE: OR Submittal: Fire Protect ion RECIPIENT COPIES REC IP IENT COPIES ID CODE/NAME LTTR ENCL ID CODE/f<AME LTTR ENCL NRR LB3 BC 01 INTERNAL: ADM/LFMB 1 0 ELD/HDS1 1 0 IE FILE 06 1 1 IE/NHITNEYi L NRR FIORAVANT07 2 S NRR 1'JAMBACH 1 0 NRR B 09 2 P NRR/DL DIR FI E 00 1 1 RGN2 EXTERNAL: ACRS 11 LPDR 03 1 1 NRC PDR 02 1 1 NSIC 05 1 1 NTIS 1 1 TOTAL NUMBER OF COPIFS REUUIRED: LTTR 22 ENCL

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C!NK Carolina Power & Light Company SERIAL: NLS-84-440 OCT 1 O $ 984 Mr. Harold R. Denton, Dire'ctor Office of Nuclear Reactor Regulation United States Nuclear Regulatory Commission Washington, DC 20555 SHEARON HARRIS NUCLEAR POWER PLANT UNIT NO. 1 DOCKET NO. 50-400 FIRE PROTECTION FIRE DOORS AND REVISED COMBUSTIBLE LOADING

Dear Mr. Denton:

'In response to the SER Open Item No. 8 concerning the qualification of the SHNPP fire doors, Carolina Power & Light Company (CP&L) makes the following commitments:

Carolina Power & Light Company will provide doors with a 1 1/2 or 3 hour3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months rating having been tested by a nationally recognized testing laboratory except in those areas where design requirements specify the use of special doors (i.e., tornado missile, air tight, tornado wind, etc.). In order to identify these doors, CP&L has developed a list which reflects the fire doors being used at SHNPP and their design requirements. This list is attached as Enclosure 1.

In addition, please find in Enclosure 2 the following specifications and drawings:

a) Specification CAR-SH-AS-7, Structural Steel Seismic Class I and Non-Seismic Class I b) Specification CAR-SH-AS-14, Miscellaneous Hoists and Trolleys Non Safety Related Equipment c) Specification CAR-SH-AS-48, Special Doors Seismic Category I and Non-Seismic (Includes Fire Protection Equipment) d) Specification CAR-SH-AS-54, Fire and Control Doors and Hardware Seismically and Non-Seismically Designed Equipment e) Drawing 2168-G-033S09, Door Schedule Special Doors Watertight Wire Mesh and Metal Partition f) Drawing 2168-G-115, Fuel Handling Building Miscellaneous Steel Sheet 2, Unit 1 The above drawings and specifications reflect the fire doors being used at SHNPP and their design requirements.

8410150240 841010 PDR ADDCK E

05000400 PDR p

411 Fayettevilte Street o P. O. Box 1551 o Raleigh, N. C. 27602

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Mr. Harold R. Denton OCT 1 0 884 Finally, please find in Enclosure 3 a draft version of FSAR Section 9.5.1 which revises tables and discussions concerning combustible loading. This information will be included in a future FSAR amendment.

Should you have any questions concerning this letter, please contact me (919) 836-6242.

Yours very truly, S. . Z erman nager Nuclear Licensing Section PPC/ccc (711PPC)

Enclosures Cci Mr. B. C. Buckley (NRC) Mr. Wells Eddleman Mr. G. F. Maxwell (NRC-SHNPP) Mr. John D. Runkle Mr. J. P. O'Reilly (NRC-RII) Dr. Richard D. Wilson Mr. Travis Payne (KUDZU). Mr. G. 0. Bright (ASLB)

Mr. Daniel F. Read (CHANGE/ELP) Dr. J. H. Carpenter (ASLB)

Chapel Hill Public Library Mr. J. L. Kelley (ASLB)

Wake County Public Library

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ENCLOSURE 1 LIST OF DOORS FOR SHNPP 084l015024p

DOOR TYPE LEGEND AS-48 DOORS Tornado Wind Door Tornado Missle Wind Door WAT/BR Tornado Wind/Air Tight/Bullet Resistant W/BR Tornado Wind/Bullet Resistant MWAT/BR Tornado Nissle Wind/Air Tight/Bullet Resistant PD Pressure Door PAS Steam Pressure Due to Pipe Rupture 4" SH 4" Thick Steel Shield Door AS-54 DOORS A Control Hinged - Security Controls Only B Fire Hinged Certified Fire Rated 3 Hour "A Label" Type Construction Fire - Sliding - Certified Fire Rated 3 Hour "A Label" Type Construction Fire - Hinged Certified Fire Rated lg Hour "B Label" Type Construction SD Seismically Designed NSD Non<<Seismically Designed

FIRE DOOR QUALIFICATION DOOR NUMBER DESIGN SPEC RATE DOOR TYPE 1 AS-48 3 W 2 AS-54 B/SD

. 3 AS-54 D/SD AS-54 3 AB/NSD 5 AS-48 3 MW 6 AS-54 D/NSD 7 AS-48 3 8 AS-54 3 B/SD 10 AS-48 3 PD PAS 13PSI F~3FT 11 AS-48 3 PD PAS 13PSI F~3FT 15 AS-54 3 B/SD 16 AS-54 D/SD 17 AS-54 3 B/SD 18 AS-54 3 AB/NSD 47 AS>>54 3 AB/NSD 48 AS-54 3 AB/SD 49 AS-54 3 B/SD 51 AS-54 D/NSD 52 AS-48 3 W 53 AS-54 3 AB/NSD 55 AS-54 3 AB/NSD 57 AS-54 3 AB/NSD 59 AS-54 D/NSD 60 AS-54 3 AB/NSD 119 AS-54 3 B/NSD 123 AS-54 3 AB/NSD 124 AS-54 3 AB/NSD 125 AS-54 D/NSD 131 AS>>48 3 W 133 AS-54 3 W 134 AS7 6 AS 14 3 FHB Unloading Bay Door 2168-G-115 189 AS-54 3 B/NSD 204 AS-54 D/NSD 206 AS-54 D/NSD 232 AS-48 3 233 AS-54 3 B/NSD 238 AS-54 3 B/NSD 239 AS-54 3 B/NSD 240 AS-54 3 B/NSD 241 AS-54 3 AB/NSD 242 AS-54 3 AB/NSD 243 AS-54 3 B/NSD 244 AS-54 3 AB/NSD 246 AS-54 3 AB/NSD 247 AS-54 3 AB/NSD 248 AS>>54 3 AB/NSD 249 AS-54 D/NSD 250 AS-48 3 251 AS-54 3 AB/SD 252 AS-54 3 AB/SD Page 1 of 5

~ FIRE DOOR QUALIFICATION DOOR NUMBER DESIGN SPEC RATE DOOR TYPE 258 AS-54 3 B/NSD 272 AS-54 3 B/NSD 274 AS-54 3 B/NSD 275 AS-54 3 B/NSD 276 AS-54 3 B/NSD 278 AS-54 3 AB/NSD 280 AS-54 3 B/NSD 281 AS-54 3 AB/NSD 282 AS-54 3 AB/NSD 283 AS-54 3 AB/NSD 284 AS-48 3 W 285 AS-48 3 W 286 AS-54 D/NSD 287 AS-54 3 AB/NSD 294 AS-54 3 B/NSD 324 AS-54 D/NSD 325 AS-54 D/NSD 326 AS-54 D/NSD 327 AS>>54 D/NSD 328 AS-54 ]Q D/NSD 329 AS-54 D/NSD 385 AS-48 3 W 441 AS-54 D/SD 449 AS-48 3 WAT BR 450 AS-48 3 W/BR 460 AS-54 3 B/SD 462 AS-48 3 MWAT 463 AS-48 3 MWAT/BR 467 AS-54 3 B/SD 468 AS-54 3 B/SD 471 AS-54 3 AB/NSD 472 AS-54 3 B/NSD 473 AS-48 3 W BR 476 AS-54 3 B/NSD 477 AS-54 3 AB/NSD 478 AS-54 3 B/NSD 479 AS-54 3 AB/NSD 481 AS-48 3 W BR 482 AS-54 3 AB/NSD 483 AS-54 3 AB/NSD 484 AS-54 3 B/SD 488 AS>>54 3 B/SD 489 AS-54 3 B/SD Page 2 of 5

FIRE DOOR QUALIFICATION DOOR NUMBER DESIGN SPEC RATE DOOR TYPE 586 AS-54 D/SD 587 AS-54 3 AB/NSD 588 AS-54 D/NSD 592 AS-54 D/SD 600 AS-54 3 AB/NSD 602 AS-54 3 AB/SD 603 AS-54 3 AB/NSD 604 AS-54 D/NSD 605 AS-54 3 AB/NSD 614 AS-54 3 AB/SD 616 AS<<54 3 AB/NSD 617 AS-54 3 AS/NSD 622 AS-54 AD/NSD 650 AS-54 3 AB/NSD 651 AS>>54 3 AB/NSD 652 AS-54 3 AB/NSD 653 AS-54 3 AB/NSD 654 AS-54 3 AB/NSD 655 AS-54 D/SD 656 AS>>54 AB/NSD 657 AS-54 3 AB/NSD 697 AS-54 3 AB/NSD 700 AS-54 ]Q D/SD 701 AS-54 D/SD 702 AS-54 3 B/NSD 703 AS-54 3 AB/SD 713 AS-54 3 AB/NSD 718 AS-54 3 AB/NSD 719 AS-54 3 AB/NSD 722 AS-54 3 B/SD 723 AS-54 3 B/SD 724 AS-54 3 B/SD 725 AS-54 B/NSD 727 AS-54 3 B/NSD 730 AS-54 3 B/NSD 731 AS-54 3 B/NSD 740 AS>>54 B/NSD 743 AS-54 ]Jr B/NSD 752 AS-54 3 B/NSD 770 AS-54 B/NSD 776 AS-54 3 B/NSD 781 AS-54 3 AB/NSD 783 AS-54 3 B/NSD 793 AS-54 D/NSD 800 AS-48 WAT/4" SH 801 AS-48 3 WAT/4" SH 802 AS-48 3 WAT 808 AS-54 3 AB/SD 809 AS-54 D/NSD 811 AS-54 lg D/NSD 812 AS-54 3 B/SD Page 3 of 5

FIRE DOOR QUALIFICATION

. DOOR NUMBER 813 831 DESIGN SPEC AS-54 AS-54 RATE DOOR TYPE D/NSD'/NSD 833 AS>>54 3 B/NSD 837 AS-54 D/NSD 838 AS-54 B/NSD 858 AS-54 D/NSD 873 AS-54 D/NSD 880 AS-54 14 D/NSD 890 AS-54 D/NSD 892 AS-48 3 WAT 893 AS-54 D/NSD 894 AS-54 3 AB/SD 901 AS-54 D/NSD 911 AS-54 D/NSD 919 AS>>54 D/NSD

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941 AS-54 3 B/NSD

~ p 942 AS-54 3 B/NSD 943 AS-54 3 B/NSD 948 AS-54 3 B/NSD 950 AS-54 3 B/NSD 959 AS-54 D/NSD 972 AS-54 3 AB/NSD 973 AS-54 3 AB/NSD 978 AS-54 3 AB/NSD 979 AS-54 ]Q D/NSD 980 AS-54 3 AB/NSD 981 AS-54 3. B/NSD 982 AS-54 3 B/NSD 985 AS-54 D/NSD 990 AS-54 3 B/NSD 991 AS-54 .3 AB/NSD 995 AS-54 3 B/NSD 996 AS-54 3 B/NSD 1000 AS-54 D/NSD 1002 AS-54 3 AB/NSD 1019 AS-54 3 B/NSD 1021 AS-54 D/NSD 1022 AS-54 '3 B/NSD 1124 AS-54 3 AB/NSD 1125 AS-54 3 AB/NSD 1127 AS-54 3 AB/NSD

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1140 AS-54 3 B/NSD 1147 AS>>54 ]Q D/NSD 1148 AS-54 D/NSD 1159 AS-54 3 B/NSD 1160 AS-54 3 B/NSD Page 4 of 5

FIRE DOOR QUALIFICATION DOOR NUMBER DESIGN SPEC RATE DOOR TYPE 1177 AS-54 3 B/NSD 1178 AS-54 3 B/NSD 1179 AS-54 3 B/SD 1180 ~ AS-54 3 B/SD 1181 AS-54 3 B/SD 1182 AS-54 3 B/SD 1194 AS-54 D/NSD 1196 AS-54 ]Q DA/NSD 1197 AS-54 AD/NSD 1198 AS-54 AD/NSD Pago g of g

ENCLOSURE 2 SPECIFICATIONS AND DRAWINGS FOR FIRE DOORS

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DOCUMENT CONTROL KBASCO SPECZFZCAt~N STRUCTmM, STEEL Wp. ~R~

SEZSKZC CZASS Z & NON SEZSHZC CLASS Z p NA-4-4-1984'.

SHEARON HARRIS N. P. P.

EBASCO SERVZCES ZNCORPORATED PURCHASER: ~CARp A '"e e ~

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OPKIATQIG COMPANY:

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CAROLXHA POMER & LXGRT tÃPDAHY SHEAiKH HARRZS NU~~

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UNZ LOCATXON MAKE COULL'p NORTH CAROLGOl SELLS:

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SRLVZ&S INCOR ORA~ DATK) SE~ER I, 1970, AS AMENDED. ll

~afeeae+ee eha peeeeaeseee ep NC P" No. 5500 C &L 0 Pages ApprovaI Revisions Dace Prenared Bv: Reviewed Bv: Affecced Date pel)/saLL LpLLR/g) L Rebeeea R Palssee/0< IS/13/72 -" "

R/Zp/7) L Rebaeea e pa~ 2,&.9,11,12

'H K TZga 10 23 73 M Sousa ~~ 8,9 9 26 73 K3 11 30 73 M Souse H K Ligh+W 2 2-5-74 a&4 6-7-74 R Locsia R K Ligh "m 5,8,9 6.28-74 R5 8-10 '76 oap=ase~:. 'n <.~ i)')1,'~')6).8) 4 LS 8a,9,10 .co 16,18, 19 "ew ~,

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Prospect Identification Hoi CAR-SH-AS 7 Order No.

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Chuaprasert Chao/Ligh Prepared under the supervision of

/hi Pages Af)eetad 2,6)9y

'eca CP&L Approval 2-20 78 NC PE No. 6498 M Veber R7 8-15-78 M Cheapraeet. V Chao 8~78 11-27-78 W Ski g ~em M

J-Chuaptase'rt 2~6,8>8a~12 R9 3 5 79 M Chusprasert Vomer z z 2 1 31-79 R10 6-18-79 M Chuaprasert J Vomer 2; 8, 8a, 15, 6-7-79 N~.Ppg/p 17, 18 Pji~ +pi,ii,2, 4-06-81 F sgerald J Vomer 3, 8, 8a, 9, 3-25-81 10, 13, 14, 15, 18 Incorporate PCR's, DCH and RCI CPSL Approval PCR~009 4/30/79 PCR-AS-80 7/6/79 FCR-AS-Q9 2/25/80 FCR-AS-177 3/ll/80 FCR-AS-178 3/20/80 PCR-AS-179 3/20/80 FCR-AS-263 gQ.) 9/16/80 3CN-650-377 6/27/80 RCI-AS<<034 2/21/80

EEASCO SPECIFICATION STRUCTURAL S~

COKDBCS Title Paza<~ph ~Pa e GEZRIIAL Scope 1 1 Applicable Standards 2 1 Responsfhiliey and Pe&ormaace 3 3 MATERIALS Sutural SteeL 4 4 Checkered Plate 5

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4 Grating 6 4 Stair Treads 7 5 Handrail 8 5 Field Connections 9 6 FABRICATION 10 7 Melding 11 8 Shop and Field Cleaning and Coating 12 9 RL,R2,RS Shop Drawings 13 10 RS INSPECTION AND SiKPHEHT General 14 OUALITY ASSURANCE

,Othm than Class I CLASS I STRUCTURAI, S~

Scope 16 13 IdeneLRL cation 17 13 Tolerancas 18 13 Welding Inspection 19 13 RL~RS Stress Relieving 20 14 RL~RS Concrete Anchor Studs 21 14 RS C~RIGBT 1981, 1972 ~CO SMVICcS INCORPORATED TRO RECTOR STREET HEW YORK

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) l ZBASCO SPECIFZCA TXON STRUCTtNAL STER CONTENTS (Conc'4)

~sac para~~h ~Pa e CLASS I UALZTY ASSURANCE RS 22 15 Purpose Traceabi.Iiey 23 15 R5; EII 24 15 EI,RS Noadesrrucef ve Tesetng Documenrs for ~ex 25 16 RS ES 26 16 Quail ey Assurance Program 27 17 E5 Pabricaef on Sec@ence.

Recoils 28 17 Rl~

29 18 R5 Tnsp ecru'n 30 18 E5 Documenrackon SubarLrraI Er ~

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~]ect Identification Noa CAR SH AS 7 SECTZOH Z GEHEVLL 1, SCOPE This Specification covers the general requirements far strucexral steel fraudng and related items far nuclear power plant structures. The items to be furnished are noted in the Purchase Order. Material shall be furnished in accordance with the requirements of this Specificationp the Purchase Order, and the designated Ebasco design drawings on the Purchase Order Should there be conflict becween the requirements af the Purchise Order or the Ebasco design drawings and the prose visions af this Specification, the Purchase Order or the Ebasco design drawings shall govern 2a APPLZCABLE STANDARDS Equipment and/ar services furnished in accnnbmce with this specification shall comply with all Pederal and State Laws and local ordinances of the place of in stallation and wirh the folI,awing codes and standards to the extent referenced herein palter otheewisa nosed, the doooasnt with addenda, saendaents snd re risioas in offset oa the date of the pnrrdase order will epplp. later editions mutual cansent in writing between the Seller and Pr~haser.

P may be used by

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.1 American Society of Testing and Material

' a - ASK A Structural Steel b - AS'E A108 Cold Pinish Carbon Steel Bars and Shafting c - ASST A325 - High - Strength Bolts for S~ctural Steel Joints ines eluding Suitable Nuts and Plain Hardened Washers.

d ASIA A-307 - Low-carbon Steel externally and internally 'threaded Standard Fasteners e - ASTM A-123 Zinc (hot-galvanized) Coatings on Wducts Pabricated from Rolled, Pressed,-end Forged Steel Shapes, Plates, Bars p and ~pa f - ASRf A-441 High-Strength Low-Allay S&ctural Manganese Vanadium Steel g - ASST A-S33 - Pressure Vessel Plates, Alloy Steel, Quenched and Temperedp Manganese - Molybdenum and Manganese-Molybdenum - Nickel (Class 2 Type B)

~e h - ASST B26 -Aluminum Alloy Sand Castings

~ 2 American Znstitute of Steel Construction (AZSC) a - Specification for the Design, Pabricatian and Erections ai Structural Steel far Buildings (seventh edician) ~

b - Code of Standard Practice for Steel Btd.ldings and Bridges.

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Ebasco Specification

'tructural'teel Pro) ect Identification How CAR SH AS 7 SZCTZOH I- GZH1$ AL (Cone'd) 2 CABLE STAHDARDS (Coat'd)

.3 American Welding Society (NS) a NS Dl X ' Structural Welding Coda b NS A2 0 Standard Weldiag Symbols R5 c NS A5 17 - Specificaeioa for Bare KGd Steel Electrodes and Fumes for Submerged Arc Welding.

hg.A5. 1 Specifics'r ~gge4 Covering Ar<Wcl@q~yctrodes-e -NS A5.5- Specification for Lena-Alloy Steel Covered Art-Welding Electrodes.

RS f- NS A5.20- Specification for MLd Steel Electrodes for F1~red Arc Welding "dRS &.1S- Specificatioa for MLC Seeel Electrodes for Gis Heeal Arc 'XO Melding,'.

American Haeional Standaids Institute (AHSX) a - AHSX'Standard G8.1, "Qnc (hoe~alv) Coatiags on Products Fabricated farm Rolled, Pressed, and ForIIed S)e~g Shapes, Plates, Bars and Strip f Soe~hcation for (ASTM 23 9 r ~

b AHSI Specification H-'101.2 ~ 1972, "Protective Coatiags (Paints for Light Water Huclear Reactor Coaeaizaneats)"

c - AHSX Specificatioa H5.12-1974, "Protective Coachy (paints) for R5 the Huciear Industry" d - AHSX Specification H101.4-1972,"~lity Assuraace for Protective Coasts applied to Huclear Facilities".

5 Steel Structures Paiating Couacil (SSPC).

P a - SSPC-PA-1 "Shop, Field and Nsintenance Painting".

b - SSPC-SP-3 "Power Tool Cleaaiagrr c - SSPC-SP-6 "Commercial Blast Cleaning,".

.6 Zbasco Services Zncorporaeed a - Specificaeioa Zbasco 501-76 High-St=mgeh Bolted Field Connection for Structural Steel. (Pro5ect Identification CAR-SH-AS-7$ , Rev. 1) with Addendum (Rev.4,, 3-26-81) to

~ CAR SH-AS-7A b - Design Guide AS-12-2 - Beam Connection Aagles.

c - Design Guide AS-12-3 Tabulaeioa of Safe Loads, in 2cLps for Beam Connection Angles shown on AS12-2.

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Ebasco Specification Structural Steel Pro)ect Idencificacion Ho. 'AR-SH-AS-7 APPLICABIZ STANDARDS (Cont'd)

.7 Steel Joist Institute (SJX)

.8 Occupational Safety and Health Administration (OSHA).

.9 ASST TC-LA - Society Nondestructive Testing and its applicable Supplements and Appendices.

.10 American Society of Hcchanical Engineers (ASHE) RIl BSHE Boiler and Pressuze Vesse1 Code, Section IX,-

"WeIding snd Brazing Qualifications" Any conf1ict between this specie.catalan and/or the referenced Codes and Standards shall be immediately brought to Purchaser's attention for written acceptance.

Se11er shall List in his proposal any additional codes or standards he intends to invoke in the per ozmsnce of this specification's requi"ements.

3 RESPONSIBILITY AND PKG'ORMANCE The Seller shall be soLely responsible for materials, fabrication, shop painting, quality assurance (where called for) and delivery oz the structural steel in compliance Mth this Specification and the design drawfugs. Review, inspection snd examination by the Purchaser of drsvtngs, procedures, material test reports, fabrication or quality assurance program shall in no say relieve the SeLler oz this zespon-sibility. Any deviations from this Specification aft r acceptance of the Purchase Order shall be submitted M ~ting for Purchaser's reviar and acceptance.

. Ebasco Specification Structural Steel Pro)ect Zdeatifi,cation How CAR SH.AS 7 SECTION ZT MANU'AIS 4, STRUCTEtAI. STEEL Unless otherwise noted on the design drmrlngs, structural sceel shaLL be ia accordance frith ASIA Specification A36, and shall be designed, detailed and fabricated in accordance with AZSC "Code of Standard Practice" aad the AZSC "Specificatioa for che Design, Fabrication aad Ereccioa of Scructural Steel for Buildings", (Seventh Edition), except that permissible unit stresses in welds shall be as coatained ia Table 9 3 2 1 and Para 9.3 of AQS DLiL "Structural Welding Code" Open web aad long span steel )oists shall be ia accordaace with Standard Speci%cation of Steel Joist Znsticute Joist Veld ing shall be free of craters> cracks and undercuts Joist bridging shall be diagonal crass-bracing in accordance with the SJZ Specificatioa requirements.

Vhere ASTM A533 steeL is specified oa desiga drawings, che following supple mentary requiremeats of the A533 aateriaL specification shall be imposed:

(1) simulated postweld heat treatmenc and (2) Charpv V-notch impact testing.

Hinhaum Charpy V-notch propercies shalL be .,25 mils lateraL expansion at +50 F.

.1 Seller shall furnish certified copies of mill test reports. Stock materials may be used with Purchaser's approval where Seller's stock. can be satisfactorily identified with the specified ASSAM grade aad qualicy.

When materiaL is furnished on a unit price basis, the totaL weight of structuraL steel shall be calculated in accordance with Section 3 of the AZSC "Code of Standard Practice".

5~ CHECKERED PLATE FLoor plates shall be four~ay anti-slip in all directions safety tread checkered plate wich sheared or flame cut edges, each cut from a single piece without welded seams. Checkered plate, curb plates aad angles shalL be neatly finished without gouges aad shall be ground smooth if necessary.

Plates not welded to supporting steel shall have two LQ in. diameter Lf tihg holes. Shop coating for checkered plate will be in accordaace with design drawings.

6. CRATING Grating shall be reccangular welded type'aving 3/16 in. bearing bars, of depth specified oa the design drawings, spaced 1 3/16 ia. oa centers, with cross bars spaced not more thaa 4 ia. oa centers aad welded into the bear-ing bars to form an anti-sLip surface. Unless otherwise noted oa design drawings, all grating shall be hot-dip galvanised after fabrication in accordance with AHSZ Standard Q8.L (AS'-123) ~

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Ebasco Specification S~cturaL Steel Pzo)ect Identification Ho. CAR-SR-AS 7

6. GHAT~ (C>>>>>>>>>>!'d)

Grazing shall be neatly cut and banded around openings, Banding shall form a curb 4 in. high, unless otherwise noted on the design drawings. Grating at the head of sos shall be pzovided with alumizssa abrasive nosings unless otherwise noted on design drawings and fastened to grating with stainless steeL bolts.

.1 Grating panels shall be removable and bars of ad]acent panels shall be in line. Grating fasteners shall consist of 1/4 in. diameter flux filled stainless steel welding studs with stainless steel hexagonal nuts and LA gage hot-dip gal-vanized "U" clips fitting between and hooking over the bearing bars. Pour clips shall be provided for panels under 10 ft long and six clips shall be provided foz panels 10 ft and longe . Fasteners shall be furnished with an excess of 5 percent over 'net requirements,

7. STAZR TRvVUS Unless otherwise noted on design drawings~stair zreads shall be galvanized R4 gzating, to match the loor grating, with aluminum abrasive nosings fastened with staDd.ess steel bolts. Treads shaL1 be made of 1" x 3/16" bearing bars and shall be connected to stringezs with stainless steel bolts.

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.1 Unless otherwise noted on design drawings, 4 in. wide aluminum abrasive nosings shall be provided foz embedment in concrete floors at the head of stairs.

8. E!IMDRAIL Handrail shall be provided for. all stairs~ platfozms and. fLoors as shown on the design dmefngs and shall be of welded pipe construction. All rails and posts shall be 1-1/4 hx. diameter srandard steel pipe with posts spaced not more than 6 ft on centers. Opposite posts on stair zuns shall be in line. All welds shall be neatly ffnisfied snd ground where necessary. Corners of rails yhal~smccthly curved, not ad.tered, with a 2 in. minima radius and a 4 in. mam4um radius n rails and toe plates shall conform to the Latest OSHA cede al Regulations. 411 a5>>

Kbasco Specificatioa Structural SteeL Pro)ect Identification No, CAR SH AS 7 SZCTIOH II MATvqIALS

8. SANDRAZL (CoaL')

.L Esadraf.L shall be fabricated with rails sad posts shop~elded sad shipped in sections as long aa practicable to aMiszLze field weldiag.

Field- spLices shaLL have interior sleeves and shall be locatecL in the rails aacL aot at the posts. Eaadrails shall be continuous with ao breaks excepC aC passagclfays aad stairwayso 9~ FIELD COHHECTIOHS Field connections shall be friction type )oints, assembled with 7/8 in.

diameter high-strength bolts, ualess otherwise noted oa design drawings, in accordance with Specification: CAR-SE-AS-7A, "High-Streagth BoltecL Field Coaaections for Structural Steel." Bolts shall be heavy hexagon structurif boles furaishe~with Geary st;-finish'exagon ants aacL'ae hardened washer pet b'oft; 'olting mater'iaX shaZT Ge s 0 ez g o g s~enggbo~Ms proBXSXee'd".

.1 Bolting shall also be furnished by Seller for coaaections to cocLstiag steel aacL for connections to members furnished by others.

2- Qhsaeesr aa iaaf saga zMo~tfeas ka used aha caaearc surfacs af o I

,and.free of a t re ardle of membe

.3 ASSAM A307 Grade A bolts may be usecL for girts, door sad window frscmLag connections snd where noted on the design drawings.

An excess of 5 percent of net requirements for each size and type of bolt shall be &aacished by SeDer, together with a balt summary list.

.S When erectioa fit~ bolts are required by the Purchase Order, unfinished ASTI A307 bolts ia Che amount of L5 percent of the net requizemeats of high-strength field bolts shall be provided by Seller.

I ~ ~

~ ~ I Ebasco Specifica'tion Structural S tee'$

I Project, Identidication No. CAR SE~AS 7 ii/

SECTION III FABRICATION

10. cEHEltAL Pabrication of structural steeL shall be in accordance with the AISC Specifi-cation unless otherwise specified herein, on the design drawings or in the Purchase Order..

.1 Unless noted on design drjadngs, beam connections shall be in acccnCmce with Ebasco Design Guide Sheet AS-12-2, "Beam Connection Angles" and AS-12-3 "Tabulation of Safe Loads in Mps." Shop connections shall be riveted or weld-ed, and field ccnmections shaLL be high strength boLted friction type connections except as otherwise specified.

~2 Bolted erection seat angles shall be provided for equal depth members framed to opposite sides of column webs. Connections requiring the '~~ing" of beam web into the connection shall not be used without specific approval of Purchaser.

.3 Columns shall be finished to bear at base and splices.

.4 Curb plates and angles shall be shop attached to'members unless other-wish noted on design drawings. Curb plates shall be continuously seal welded on both sides and all vertical Joints, and where noted on the design drawings.

.5 Steel members ad)acent to the conc ete turbine pedestal shall be detailed to permit erection with pedestal in place. Curb material for the isolation

)oint arcnmd the turbine pedestal shaLL be shipped loose for field attachment.

.6 Bracing connections shall be of compact, design with minimum size gusset plates. Where practical, bracing gusset plates shall be shop connected to beams or bracing members.

.7 Crane rail clamps sha11 be attached to support members by shop welded stud boLts unless noted on design drawings.

.S Shearing shall be accurate, and cuts shall be clean without drawn; ragged, or split edges. All copes, blocks and other re~trent cuts shall have L/2 in.

zdnimam radius fiLLet.

.9 Haachnum shop assembly shall be provided for all material including, but uot Limited to, elevator shaft sections, waLLmys, hatch covers and f ames. Stai stringers shall be shipped with treads attached.

7

Ebasco Specificatioa Structuzal Steal

~)

Ho.

oct Zdeatiiicatioa "CAK-SH-AS-7 SECTZOH ZZZ FABRZCATZON Unless othezvLse specified therein or noted oa the desiga drawings, veiling shaLL conform with the AZSC Specification. Welders, Welling Operators aad Weld. Procedures shall be qualified in accozdance with AQS Dl.l. WelfLiag Proceduzes, Welders, aad Welding Operatozs quaLifiad ia accordaace with ASHE Secrion ZX may be used for velding austenieLc stainless steel studs and structural framing. WelcLLng electrodes shaLL be AQS-A5.1 lov hydrogen CLass E70 for manual shieldel metal azc welM~p AQS-A5.17 PTX for submerged arc weldiag, AQS A5.18, E70$ -2, E70$ -3, or E70S-6 ozAQS-5.20, E70T-1 or E70T-5 with extezmLily-supplied shielding gas, un3.ess otherwise specified on the E&

design drawings. Short-circuit arc weIALiag may not be used to gain materials B10 greater than, 394" thickness

.1 Welding details, ql~icacionsp anl procedure for built'elded

~lars and cover plates on columns and beams shall coaform with AQS Spec-ification D1.3. Section 9 (Design of Nev Bridges). Web and fLaage splices shall be preqmLLified butt velded joints ualess otherwise noted. Splices of different thickness plates shall have tapered transition Joints. Butt Welds, when noted herein or oa the design, drawings, shaLl be zadiogzaphed by Seller. All tension butt splices shalL be fully radiographed.

.2 HLLet welds shall be fuLL size and of proper profile fo- the &xLl length specified on the design drawings. Butt weLds shall be fulL pene-t=ation wells unLess otherwise noted on design drawings. Pre-heat zequize-meats of the welding, specifications shall be foLLowed. We1ds shall be care-ful3.y vismLLLy ex:onined co insure that there are uo slag inclusions, cmters, cracks or undercuts in excess of the requirements of AWS Dl.l, paragraph 9.25. R7 Defects shall be removed by chipping or grinding and then rewelded. Caze s~q be taken in assembling and fitting, and, welling shall be controlled to m~~e shrinkage stzesses and distortion. Connection angles shall be clamped or otherWe he1d zo insure close contact with beam webs during welding. ALL finished work sball be of goof quality aug base a eeet appeataaee ugtboutuaspage ~m eaeess oi }p~

the requirements of AQS Dl.l, paragraph 3,5.

.3 AIL shop velding of galvanized material only shall be coatinuous. . R4

.4 Lov hydrogen eleczrodes shaLL be stored in ovens at 200 P to 300 P for appzfxcLmately 8 hours9.259259e-5 days 0.00222 hours 1.322751e-5 weeks 3.044e-6 months immediately prior to use. Electrodes removed from storage ovens cannot be exposed to ambient temperatu e for more than 4 hours4.62963e-5 days 0.00111 hours 6.613757e-6 weeks 1.522e-6 months .

Electrodes removed from ovens and uot used within the 4 hour4.62963e-5 days 0.00111 hours 6.613757e-6 weeks 1.522e-6 months 'period are to b zetuznel to the ovens for 8 hour9.259259e-5 days 0.00222 hours 1.322751e-5 weeks 3.044e-6 months redrying at 200 P to 300 P temperature. Baze f~er metal shal3. be stored in dry, clean areas and shaLL never be used in oxidized or ~~ conLf.tion.

As an alternate to the above, compliance with the provisions of AQS Dl.l, Section 4e9 is acceptable

J Ebasco Specification Structural Steel Pz o] ect Zdentification Moo CAR SH AS 7 SECTXOH ZZZ PABRZCATZON ll. QEI5?5C (Coat'd)

.5 %hen ESTD A533 Class 2 Type B material is specified, it shall be shop-fabricated only. Field welding of this material is not permitted. Zn addition zhe following shall apply to the welding of this material, as a ~mrs: R10 (a) A separate welding procedure qualification using A533 Class 2 Type B material is required prior to welding. Samples from zhe weld deposit and heat affected xone shall be impact tasted in accumhmce with ASM Specification A370 and results documented.

(b) 'A stringer bead welding technique shall be used.

(c) A pzeheat and intarpass temperature range of 200-300 P shall be maintained throughout the welding and thezmal cutting processes.. BIO (d) Postweld heat rreatmenz, sha11 be performed at 1100-1150 P with heating j snd cooling rates and mfxdzszs hoIding Dl.l, para. 3.9.1.

~e in accordance with AWS I RII (e) 60 k)/inch zuuch'nsa welding heat input is suggested.

(f) Oxygen gouging is not permit"ed.

(g) Waling electrodes shall conform to AWS A5.5, Classification E9018-Dl or E10018-D2, oz purchaser apprcnred equivalent.

.6 AII welda sha11 be considered subject to tensile stresses unless othe~e noted on the design or shop drawings.

-8a

Ebasco Specification Structural Steel Pro)ect Identification How C&SH AS 7 SZCTIOH III - FABRICATION (Cont'd) 12 SHOP AND FIZLD CLPAHIHC AND CGA Qnless otherwise noted on the design drawings, all structural steel except galvanised steel, shall be shop and field cleanecL hand coated in accordance with che following:

~ 1 Containment Buildin El, ~ B2 All carbon steel not in contact with concrete shall be shop blast cleaned R4 f in accordance with sur ace preparation specification SSPC-RP6 "Ccatmercial BLase Cleaning" and shop primed before rust occurs, 07107 Epoxy White Primer applied at 3 mils magnum thickness, or alternate as approved'by Purchaser, with one coat of Keeler & Long to 5 mils max'~~ dry coating application to be in '11 accordance with the Hanuf actucer's instructions:

a - Surfaces within 2 inches of field welds shall not be painted.

b - Ho thinners or additives shall be added to the paint.

c - Paint shall be dry before steel is loaded fot shipment. Painted erection marks on members shall be legible and durable.

d - All paint material shall be supplied by Purchaser.

e - Surfaces within.two (2) inches of field welds, shall be painted with a coating as follows:

'ne coat of Deoxaluminite 1 to 2 miIs tdnimum dry f~ thickness, or alternate as approved by Purchaser, as manufactured by Spe~ Chemical Corporation, 100 South Water Street, Ossining, New Tock.

Surface preparation~coating materials, application, inspection, tests and documentation shall comply with the requirements of the following ANSI Standards:

K5.12-1974 - Wtective Coatings (Paints) for the Nuclear lndust~

N101.2-1972 - Protective Coatings (Paints) for Light Water Nuclear Reacror Contaimsent Facilities.

N101.4-1972 - Quality Assurance for Protective Coatings applied to Nuclear Facilities.

Ebasco Specification Scructural Steel Pro) ect Identification Moo CAR SB-AS 7 SECTXOH XXX FABRXCATXOH (Cont d) 12 SHOP AHD FOXED CLEANXEC AHD COA

~ 2 Balance of Plant S~ctural Steel All steel surfaces not in contact with concrete shall be shop bLast cleaned in accordance with surface preparation SSPC-SP6 "Cemsercial BLast Cleaning~" and shop primed with one coat of:. the specified inorganic roc primer at a dry HIm thickness of 3 mila miafiuum to ' except surf aces o c es e we Ks, TGe~or g c P s e Dura Zinc 555 as manufactured by Imperial Professional Coating, P 0 Box 29077, Hect Orleans, ~iana 70189. Surfaces within two inches of field welds sh'all be painted with one coat of Deoxaluminite 1 to 2 mils minissns d~ film thicic,-

n'ess, or altercate aa approved Purchaser.

L3. SHOP DRAQXHQS SelLer shall prepare detail drawings, bills of material and erection plans for the material. A system of identification marking shalL be used whereby each member for a particular elevation wiIL have the same prefix letter. Columns shall be piece marmd with the same designation shown on the Ebasco Column Schedule design drawing. Baseplates, if shipped loose, shaLI ca~ this same piecemark. Independent s~ctures shall be prefixed with separate identifying Letters. When shipment seouence is specified in dxe order, the sequence number shall prefix the member marH.ng.

.I Seller shall transmit checked shop detail drawings for Purchasers review, accompanied by erec ion plans showing the members. Review by Purchaser shall not relieve Seller of responsibility for correctness of all worh. Purchaser shall have the z~ht to use Seller's shop detail drawingp, biLLs of materiaL and erection plans for subsequent work or any other work not covered by this Specif'cation.

For additional Order.

d~g requinments note the following as well'as refer to Purchase

a. Full and complete information regarding Location, type, size, extent and welding method of alL welds and non-des~cthe examination requirements thereof shalL be shown on drawings.

b. Velds employing prequalified joint design must have the designation given to the specific joint in AWS Dl.l indicated on the drawing.

Ebasco Specification StzucturaL SteeL Project Identification How CAR" SH AS~7 SECTION III FABRICATION (Cont ~ d) 13m SHOP DRAQIHCS (Cont d)

c. zelda employing joints which are not pzequalified must have the detaiLs of joint design indicated on the drawing, using the symbols specified in hQS A2.0, Standard Welding Symbols, or separate details and noteso SECTION IV - INSPECTION AHD SEIPNEHT

14. CEBZRAL Shop inspection and shipment shall be in accordance with zequizeme'nts of the Purchase Order and supplemental conditions and, shall, include the foLlowing:

.1 ALL material shall be subject to inspection by Purchaser before release for shipment.

~2 Haterial shall be fabricated and shipped in the sequence specified in the Purchase Order as required by the Project Erection Schedule. Stairs, grating, flooz plate, handraiL and field bolts shall be shipped with the structural steel unless otherwise noted in the Purchase Order.

.3 Msterial shall be'arefully loaded snd secureLy braced for shipment.

Plates shalL be blocked for use of unloading slings. Small pieces shall be bundled oz boxed. Boles shall be shipped in kegs but small lots may have sees separated in sacks and boxed.

SECTXOH V OUAXZIT ASSKUHCE Omm THAN CXASS I The QuaLity Assurance Program for dther than Seismic Class I Sutural Steel shaL1 include the following:

~ 1 The Seller shall provide and maintain an Inspection/~Litp'ontrol system which will assure that alL items submitted to the Purchaser for acceptance conform to contract, requirements whether manufactuzed by the SeLler oz'rocured from subcontractors. oz'roceised

.2 The Seller shall perforn or have performed the inspections and tests re-quired to substantiate product conformance to drawing, specification, and contract requirements and shall also perform or have performed all in-spections snd tests otherwise required by the contract.

Ebasco Specification Structural Steel Project Identification Nor CAR SH"AS 7 SECTION V UAIZTY ASSURANCE (Cont d)

+e 'OTHER THAN (XASS I (Cont'd)

~ 3 The Bidder's Inspection/QuaQ.ry Control Systesx shall be documented and shall be submitted to the Purdxase>> for revieor prior to award of contract and be available for revise throughout the life of the'contract.

The Purchaser at his option may furnish wrf.tten notice of the accept 85 ability or nonacceptability of the Inspection/Quality Control System.

.5 The Seller shall notify the Bxrchaser in ~ting of any ma)or change to his Inspection/Quality Control System. The Inspection/Quality Control System shall be subject to disapproval Ln a nonconforming product.

i changes thereco mnzld result

.6 Seller shall forward a certificate of compliance, stating that specification requirements have been met, uith the equipment orall axxy partial shipment thereof.

<<e *', ~, 'a" ~ =- % . ~ ~ . ' <k .... ~ . - .. = ~ ~

Ebasco Specification Structural Steel Pro]ect Idencification Ho. CAR-SH AS-7 SECTION CLASS I STRUCTtML STEEL L6 This section of the structural steel specificarion co~ers the requirmaents for &azaishing, fabricating, testing and delivering Seismic Class I structural steel f=sming and reLated items. Haterial shaLl be furnished in accordance with this section, Sections I, ZZ, XXX and ZV of this Specification, the Purchase Order and designated EBasco design drawings. Should there be any conflict between this Section and Sections I, IX sndIIZ and ZV of this Speci-fication, the provisions of this. section shaLl govern.

17. XD)WZIFICATIOH Seismic Class I structuraL steel framing and related items are clearly iden cified on the Ebasco design drawings and shaLL be similarly marked on the Seller' drawSx~.

LS(

The Seller shall guarantee the tolersnces noted on the Ebasco design d~riags.

WELDIHC ZHSPECTZON fields shel be ins ected as follows

~ 1 All fuLL penet-ation butt welds shall be 100 percent radiographed

~ 2 All fuLL penetration tee welds shall be tested as follows or as other- Rll wise approved by purchaser:

a - Magnetic ParcicLe or Liquid Penecrsnt Test of root pass and b -

finaL weld Layer(e).

<shake Ultrasound.call For. double-welded test comoleted welds.

~c ~ )oints, the root inspection bach gouging.

3 All welds sha e ua y spect . ere not ou esa. Rl drawin s fillet welds shall also be inspecte peuer.~t or magne of'elds is particle methods after the final weld Layer is ipplied Peening prohibited.

a Q

Ebasco Specification Structural Prospect SteeL Mentification Hoi CAR SH AS 7 SECTION VI CLASS I STKCTURAL STEEL 20+ STRESS 3KUZVZHG Stress relief of welded assemblies aha?I, be performed vhen an assembly is under restraint during welding, vhen high shx&dcage stresses are a result of veh~g, vhen veldments are of a complex design configuration, or vhen macddnfag is to be performed. Post veld heat treatment is required for velded steel ~ter 1-l/2 in. in dMkness at velded point, except for welds between than engineered plates and anchor boLes.

The thickaess for comparison with the 1 1/2 inches is:

a) Tee points or butt points with complete penetration weXds-the thickness of the veld (neglecting weld mecal r~orcement).

b) Tee points or butt points with partial penetration welds-the depth of the veld groave or preparation.

c) Pillet welds - the throat thickaess d) Haterial repair velds>> the depth of the weld grocnre or preparation.

Por partial penetration velds or for fillet welds which are deposite on both. sides oi and which comp&me a single velded )oint, the appropriate thicknesses(b or c or possibly d) should be added to each other and used as the comparati~ thicRaess.

Post veld heat t eatment shall be performed in accordance with hRS D.l.l. Seller sha13. submit his proposed post veld heat treatment procedure for Purchaser's approval.

21. C0NCartZ ANCR0a,. ST0DS Concrete anchor studs,Helson or approved alternate shall be low carbon AFH A108 of a g ade suitable for end welding to steel plates, with Rl'teel automat" cally timed wel~~g ecpzfpment, approved by the Purchaser. wel~+g details, ~~~icatious and procedures for stud welding shall be in accordance vith NS 91.1. ~m the event that ~we ambient temperature ~w 32 P or below, the )oint shall be heated to 100:.

Ebasco Specification Structural Steel Pzo)ect Identification Ho. CAR-SH-AS 7 SECTION VII~S I OUALITf ASSURANCE The purpose of this section is to define the quality assuraace zequize ments for Seismic Class I Structural Steel Framing and Related Items.

It is the intent that all resultant documsatation of pertinent.iafor>>

mation will provide both a documeatation of compliance with applicable codes aad procedures and a basis from which a contiaufag program of code compliance documentation can be maintained during fucure operation, maiateaance and/or modification.

0 ~ ~ ~ ~ ~ 0 AFH matezia1 and weld fi11er meta1 shall be identified so as to provide tzaceability up to the point', the matezial is used ia fabrication. The Sel'er sha13. provide written cozze1ation, oez Section VII, Paragraph 30.4 between the matezia1 used and the fabricated item.

24. NONDESTRUCTIVE TESTZNC The acceptaace criteria aad Vendor's Nondestructive Testing Procedures shall be based upoa AQS DL.L', Section 6 (for bridges) except as modi-fied below:

.1 Section 6, Paragzaph 6.1.0 a - Single film densities for.single film viewiag shall aot be less than 2.0 aor greater than 3.& (SR).

Conversely, radiographs for superposed reading (double viewing) shall have film densities of 2.6 to 3.& (BH)). Ia ao case shall any single fiLm for superimposed reading have a photographic density of less than 1.3 aor greeter than 1.&. QKD)

~ 2 Section 9, Paragraph 9.25.2 a - The maximus dimension of aay "isolated" pore (i.e.

porosizy) separated from an adjacent pore by oae inch or more, shall aot exceed > in diameter.

b - Pusioa type defects are re-assessed as follows:.

contaixdng any iona of incomplete fusion and/or 'elda inadequate pene~tioa are unacceptable, except that the Limitations for slag faclusions as shown fn P'igure 9.25.2.1 aze acceptable.

All personnel per""ozmfng NDT shall be qualified ia accordance with ASST-TC>>LA.

basco Specification Structural Steel Pro]ect Identification Hoa CAR SH AS 7 SZCZZON VZZ CZASS 1 OUALZZZ ASSUSASCS 25e DOCDMENTS FOR REVTEV The Seller shall submit to the Purchaser the following documents for review and acceptance prior to the time they are needed:

a Bills of material, including the ASTM Speed&ication designation, where applicable.

U Waldind proaednres iaaiadiap weld repair proaednres end'roasdnrd ZS qualifications.

c Radiography procedures.

d &quid penetrant procedures.

e Magnetic particle procedures.

f - Visual inspection procedures.

g - Metal forming procedures.

h - Eeet ~sting procedures.

i - Cleaning snd'coating procedures.

- Ulrrasonic inspection procedures.

.1 All above documents shall be maintaIned at the shop during fabrication.

.2 Seller sha11 provide Purchaser approved copies of these documents to the Owner during fabrication.

26 ~ UALITT ASSURANCE PROGRAM For Seismic Class I Structural Steel che Sel er s al1 sS~iazfb for pG-CKRAQ.'~ Rl,g5 review and ao roval rior to o rorooase r er, e esor pesos o~n li Connrol OrZsnisesioa. Za a oa, rn eso pesos sne nsn s and mar~+ as well as such other ocuments at are zequxre Quality Control e.. concrol of ngs, hon-'conforming it ibratf.onp receiving inspection, and Quality'.o5trol Audit Program; '

Ebasco Specification S 't uctura 1 S teel Pro)ect Identification No. CAR-SB-AS-7 SECTION VXI - CLADS I OUAI.ITY ASSURANCE

'27. FABRICATION SE UENCE The Seller shall submit a shop fabrication sequence which shall shoe at least the follcwing operations as applicable.

a - Materials receipt..

b Start of fabrication c Shop fitup.

d Root pass welding.

e - Cover pass welding.

f Nondestructive testing.

g - Heat treatment and/or stress relief; h - Preparation for shipment.

Shipment.

28. RECORDS The records pertaining to the Seismic Class I Structural Steel shall contain three distinct categories. These are: Material Certification, Welding Data, and Cleaning.

a - Material Certifications 1 - Mill Test Reports - mechanical and chemical properties of ASTM materials specified or otherwise approved, except in the case of anchor studs and bolting which shall be provided with a Certification of Compliance indicating that the material conforms to the requirements of the ASTM Specification requirements.

2 - Material nondestructive Test Reports, where required by the AS'pecifications.

-b Qeid&x~leue 1 - Resulcs of the following records/inspections conducted on fn11 penetration welds, as applicable: post weld heat-Meatment y visual y radiography i magnet c par ic 1 e oc Li R.10 ~

quid pene~t, and ult=asonic as well as the am of the inspector, his K'-TC-IA quaViicaticn level and date in-spection or review was per=ormed. Report shalL '=elude si"e, neer and orientation of re)ectnble indications and repairs affected thereto.

.. - 17

Ebasco Specification Structural Stiel Prop ect Identification Now CAR SH AS 7 SECTIEi VII -

CLASS I OUALIT ASSURANCE 2$ . BECOIIDS (Caac'd) b Velding Data (Cont'd) 2 %aid filler metal material test reports.

3 Impact test results c Cleaning and Coating 1 - Records pe~Lning to shop cleaning of structural'steel prior to shop coating.

2 - Records pertaining to shop snd/or field coa~~g materials, application, qualification of coating.appliez and inspector.

29 e INSPECTION The Purchaser shall have fzee access ac al1 times to the shops c4eze material is being fabricated or tested and the Seller shall provide the Purchaser arith reasonable facilitias, for inspection, witnessing tests and ex:~sing records.

.1 The Seller sha13. give tha Purchaser adequate notice Qh~sm 5 vor~g days) prior to the periormance of the intial operations as outlined in Paragraph 27 c, d, e and f.

30. DOCONEHTAI.'ION SURKETTM, A13.

Ebasco ~ty procedures, records and other documencation shaLL be submitted to the Assurance Engineezing Department, Ne~ Iorh Of ices, except as noted otherwise for review and disposition as foI1cwe.

.1 Three (3) copies of each pzocedure shall be sent to the Ebasco Qmlf.ty Assurance Engineer. The Vendor must be in receipt of procedure approva1 from Ebasco before performing perh in accordance vith that procedure.

.2 If applicable, a set of radiographic &3m and corresponding interpretez information shall be submitted to che Ebasco Engineer for review and disposition. Upon complecion of the review,

~ty Assurance R11 film vtLL be returned to Vendor for proper storage in accordance v th requirements of gove~g codes or con~ctu=al agreements Kbasco must revia~

all radio graphs.

I ~

~ s s

I

.II .

Ebasco Specification Structural Steel

'ro ject Xdentification No; CAH SEAS 7 s ~ ' s/

ECTXONt.VXI es CLASS X UALITY'SSURANCE Ij 30.. DOCUMENTATXON SOEMKTTAT (Cont'd)

.3 oae espy ed .'all tseotdss doeeaiiotatdoe iad test data teem~ed hp thts seetdoe od the speodddsattoa shall he shdppsd as s paehste to the Ebasco Quality Compliance Coordinator at the construction site. Sub)ect zecordsp documentation and test data shall be delivered to the Jobsite simultaneously with or prior to the arrival of the material.

~ s

~

4 Quality Compliance Data Package Index Sheet. 35 Yeller shall provide a quality Compliance Data Package Xndex Sheet tCth his documentation pa~cge which wi11 delineate by title and quantity all of the Quality Compliance Documents within the Data Package. The Documents should be sequentially numbered in any manner Sel1er desires for easy identification and cor elation. Xn addition, Seller is to provide a statement cercifying that the Quality Compliance Documentation Package is complete. Xn the event the Data Package is not complete at the time the package is submS,ttedp Seller is to qualify the certification statement by indicating what documents are yet to be provided.

Pro]oct Xdantification No. CAR SH AS TA EBLIS CO SERVICES ZNCORPORATED EELSCO SPECZPZCATZOH 501 16 EZQE SIRENGTE BOLTED PZELD CONHECTZOHS FOR STRUCTUE4LL STEEL Revision: Rl 6-li-76

EBASCO SPECZHXATZON 501 76

~

HZCH STRWCZH BOLTED FIELD CONNECTZONS EQR STRUCTURAL

~Para aah ~Pa Scope 1 Standards 2. 1 Haterial 3 1 Definitions 4 2 Bolt Takeoff 5 2 Connection 6 2 Surf aces Bolts'ontact 7 3 Bolcbxg Zcgzipment 8 Tightening Methods 9 4 Calibration 5 Pit-Up Bolts 11 6 Unfair Holes 12 7 Erector-Znspector Coordination 13 7 Touch-Up Paint 14 8 Pield Inspection LS 8 Addendum to Specification Ebasco $ 01-76 "High-Strength Bolted Field Con-nect&us for Structural Steel" for the Shearon Harris Plant.

COPHEGHT 1974 EBASCO SKNI~ ZNCORPOBATK)

'WO RECTOR STREET NEN YORK

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~ >> ~

i)I I

%aaco Specification 501-76 Eigh-St eagth Bolted Field Connections For Structural Steel a

>>/

Pzo)ect Zdeatification. Ho.

Zasue Data:

le SCOPE This specification covezs design, dimensions, materials, fabricatioa, etec-tioa, and iaspectioa of highmtreagth bolted field connections for structural steel foz power plant stzucesres. The purchase order oz Contract will desig aate the responsible parties who are to &smash, fabricate, aad erect.

L STANDARDS Except where otherwise noted, the design, dimeasi'oas, materials, fabzication, cmctioa and inspection of high streagth bolted field couaections for stzuctural steal shall be fa accordance with the standards aad requirements of:

AXSC - American Znstitute of Steel Construction AHSZ>> American Natonal Standards Znstitute ASM <<American Soc'ety for Testing and materials "I

The Research Council. on Riveted and Bolted Structural Joints "Spe~cazioa 0 for Structural Joints Using ASTH A325 or A490 Bolts" sections of which have been reproduced ia certain areas of this specificatioa foz convenient refer ence e All state laws, .local ordinances aad building codes applicable at the place of iastallatioa.

3. HATERZAL Boltiag material shall be fa accozdance with ASTH Specifications for "Eigh-St eagth Bolts or Steel Structural Joints," ASTK A325, latest edition, ia-cludmg suitable nuts sad plain hardened washers. A490 bolts shall aot be used without written approval.

.01 Bolts shall be heavy hexagon structural bolts of dimensions conforming with AMSZ Standard B18 2.1, latest edition.

.02 Huts shall be heavy semif~hed hexagon nuts of dimensions conforming with AHSZ Standard BlS.2.2, latest edition

.03 Load indicator washers, whea used, shall be of hardeaed steel. Pur-chaser shall 'approve their use.

.04 Teasion Set Bolts, whea used, shall meet the chend.cal compositioa and mechanical property zectuirements of ASTK Specification A325 or A490. Pur-chaser shall approve their use.

0

Ebasco Specificacion 501-76 High&trength Bolted Pield Connections Pot'tzuctu~ Steel Pro)cct Identification No.

Issue Date:

4~ DEPZHZTZONS Definitions of terms used ia this specificatioa aze as followsx

.01 Detailer - the pazty who makes the bolt takeoff and the shop detail drawings from which the steel vill be fabricated.

.02- Pabzicator the permanent the p~ vho fabricates bolting materials.

I thc structural steel and furnishes

.03 Erector - the party vho ezects the fabricated steel and furnishes all fit-up bolts and bolting equipment including an adequate aiz supply. In some cases, fit-up bolts may be furnished by Pabricator.

.04 Inspector - the party who inspects and accepts ercctioa ia the field for compliance with drawings and specificatioas.

5. BOLT TAEKOPP Detailer shaLl make a point-to-point takeoff of bolts foz iield connections vaich shaLL accompany the detail drawings. The poiat-to-point takeoff shall idea~ the type, sWe, length and quantity of bolts to be used at each con-nection, and specify the size and quantiry of flat and beve1ed washers. One hardened flat vasher shall be provided foz each fasteaer, except that bolts in slotted holes shall be provided vith sufficient additional vashezs under the head aad nut. If load indicator washezs are used adjacent to the nut, a hazdeaed aut face vasher is required between the aut and the load indicator washer. Beveled washery aze required whea surface ad)scent to bolt head or aut, has a slope ia excess of lx20. This takeoff shall be shown on the erection diagzam drawings by means of coda symboLs at each point to ideati y the bolts to be used or as a separate listing.

of a Listing, it If the takeoff is in the form shall be arranged in such a maxxner that any )oint can be easily identified. Za cithez method of takeoff, a sunmuxzMed bill. of material, Listing total boLt, requirements, shall be provided.

6~ CONNECTION BOLTS Joints shall be friction ~e bolted connections detailed foz an allovable vorking stress in shear of ?5,000 psi. Fabricatoz shall fuzaish connection boLts ixx accordance with design rcquizcmcnts with an excess quantity of 5 pex cent over aet requizcmeats of each size.

.01 Zaterference body boLts are not acceptable.

.02 Tension set bolts may be used when approved by purchaser.

Brssco Spec'hica~ ML-76 Righ Strength Bolted Field Connections For Structural Steel Pro)act Zdencification No.

Issue Date:

6. CONNECTION BOLTS (Cont'd)

.03 Where a derail requires a Slush surface, countersunk high-strength bolts shall be provided.

.04 Uxdinished bolts other may be used in field connections for purlins, gi~

and members where noted on the design drawings.

.05'hen bolt requirements are less than keg quantities, bolts of the same sire.and length shall be packed separately. All containers shall be Legiblv marked with the size and quantity therein.

.06 Proper Length of high-strengzh bolts for each connection shall be deter-mined by calculating the grip (total thickness o'f connected material) and ehLng thereto values to compensate for thickness of nut and one SLat washer dated replaces a by bolt sire in accordance with Table 1. %here a beveled washer flat washer, bolt lengths shall be increased 1/8 inch over the values calculated, The total length shall be ad)usted to the next 1/4 inch

'ncrement.

Bolt Sire - Inches Add to Gzio - Inches+

1/2 7/8 5/8 L-1/16 3/4 1-3/16 7/8 1-5/16 1 1-7/16 1-1/8 1-11/16 L-L/4 1-13/16 1-3/8 1-15/16 1-1/2 , 2-1/16

AdcU.anal grip shaLL be allowed Sor Load indicator washer and nut, face washer, if used.

.07 Length of Tension Set Bolts, when used, shaLL be dete~ed from the R1 requirement foz a miMuum of 1/16 Inch and a ma.~ of 5/16 inch prot~ion of the threaded end from the tozqued nut.

7. CONTACX'URFACES Fabricator shall prepare contact su=faces oi connec~g steeL in accordance with best modem practice including compliance with the follow'ng zequi=ements:

I A 4 Pt 8 ~ i ~ tA, A, Ebasco Spec&ication 501 76 High-Strength Bolted Field Connections Yoz St~tural Steel Pro) ect Zdentification No.

Zssue Date:

7. CONTACT SURF~ (Cont'd)

.01 AI1 buzzs shall be removed, and contact.suzfaces, including those adja-cent co the vashezs, shall be ~e of dirt, oil, loose scale, pits, snd other defects that, vould prevent solid seating of the pard.

.02 Contact surfaces of joints shall be painted, except that beams and gir-ders aver 24 in. in depth, horizontal and vertical bracing membe~, and other members specifically noted on drawings shall have contact su~aces free of paint.

Erector shall prcnrLde all bolting equipment including installation vrenches, sockecs, aiz supply, ai regulators, calibratozs, testing vrenches, floats and ocher equipment required foz the bolzing operations.

9~ TZQUZI~G EETEODS The acceptable tightening methods shall be those outed below in order of preference.. Zf required foz entering bolts or foz wrench clearance the bolt may be turned for tightening and the nut hc1d. 'he vashez shall be under the turning element (nut or bolt head) except for load indicator washers which shall not be under the turning element. Zz a load ~catoz washer is used at the nut end, an additional hardened face washer is required between it and the nut. Tightening shall commence at the most r'gidly Head part of the connection snd progress to the free edges.

.01 Automatic Torque Contzol" vheze tightening is oy torque control impact wrench with automatic cutoff calibrated to shut of at desired bolt tension

.02 Stall Torque Control" where tightening is by standard impact wrench caLbrated by regulation of aL pressure to "stall" at the desired bolt tension

.03 "Turn-of-nut" where tightening is by standard impact vrench by ~ng nut 1/2 turn (for bolt length not exceeding 8 diameters or 8 in.) beyond "snug" position which is defined as that pos" tion vhere vrench begins to impact

.04 "manual Torque Control" where tightening is by hand wrench equipped with torque indicator and calibrated for the desired bolt tension. ~

may be used foz a small quantity of bolts oz when aiz supply is uot, av~le.

me~Bod

Ebasco SpecLfication 501-76 Nigh-Strength Bolted H.eld Connections For Structural Steel Era)act Identification No.

Zsaua Data:

9~ TICE"ZRZHG METHODS (Cant'd)

.05 Load indicator washers may be used, and in order to obtain the required tension gLven in Table 2, Column A the bolt shalI. be tightened to give a maxLmum gap of 0.015 inches for the load. washer under a bolt head, and a msneLmum gap of 0.010 inches foz the load washer under a nut. Some.gap must remain eo be as-sured that bolt has not been overeightened.

.06 When Tension Set Bolts aze used, installation shall be in strict accord- RL ance with the manufacturer's instructions and tightening shall be by means of the speciaL instaLLatLan tool provided by the manufacturer. Nues shaLL be tightened in stages, i.e., aLI, bolts shaLL be eensianed a Little at a ~

without breaking the spline Xn any ane af them until the finaL stage, to nrLni-mLre slackening af the installed bales.

10 ~ CALIBRATION Erector shall caLibrate aLL equipment snd. calibration procedures shall be reviewed by and acceptable to Inspector.

.OI. Wrenches used for tightening by a torque-control method shall be cali-brated by tightening in a tension-indicating type of calibrator not less than ehzae eypical bolts fram the lot to be instaLLed. Wrenches shall be ad)usted to the values shown in Table 2, Column C. Wrenches shal1 be calibrated at least once a day and recaUhrated far any change in bolting condition such as:

change in balt diameter, or change of bolt manufacturer, oz change in aiz pressure at the wrench.

.02 Wrenches used for tightening by the "cuzn-of-nut" method shaD be cali-brated daily for each diameter bolt eo be tightened to insure that the measured rotation develops the bolt tension in conformance with the values shown in, Table 2, Column C.

.03 Inspection wrenches used for chectcLng completed connections (hand wrench with torque indicator or an adjustable power wrench) shall be calibrated daiIy for each balt diameter to be checked eo eseabiish the proper inspeceian torque-

~alt tension relationship. Such caIibzaeian tensions shall conform with the values shawn in Table 2, in Column A or B.

.04 Zf Load indicator washers are used, three assemblies of bolts and load El incLLcator washers shal1 be tightened, in the same manne as the bolts under inspection, in an accurate direct tension measuring device to demonstrate that at the speci&.ed gsps (see Paragraph 9.05) the shank tensian is not less than the chum in Tabie 2, Column A. Each container of load indicator washers shaLL. be so demonstrated.

Ebasco Specif icatioa 501-76 High Strength Bolted Field Coaaections Por Sutural Prospect Steel Zdeatkficatioa No.

Zssue IIata.

10, CALIBRATZON (Conte d)

.04 (Cont'd)

TABLE 2 BOLT TENSION VAZJJKS Sole (A)

Tension Calibrarion for Hand (B)

Tension for Calibration Paver (C)

Tension Calibra~

'r Tightening IIiameter Znspectioa %reaches Znspec~'reaches Wrenches

~ca~as b 1/2 12,000 13,000 13,000 5/8 19,000 20,000 21, 000 3/4 28,000 29,000 31,000 7/8 39,000 41,000 43,000 1 51,000 54,000 56,000 L-L/8 56,000 59,000 61,000 1 1/4 71,000 75,000 78,000 1-3/8 85,000 90,000 93,000 1-1/2 '03,000 10&,000 113s000

.05 Zf Tension Set Bolts aze used, a testing proceduze sha3c be foX1awed oa representative bolts from each lot delivered to demonstrate that they uiXL provide or exceed AS'easitcc values. Bolts shall be inserted in a SIcid-mor~ilhelm Torque Teasioa Test machine, or equivalent, and daven by means of nhe application too3.. An appropriate torque wrench shaLL then be applied to the aut in the uatightening direction until the mininnnn permissible AFQf tension value is indicated oa the machine. The torque reaching at minimum tension.is aocr established for the pazticular diameter aad type of Tension Set BoLt. Znspectioa can then be performed oa bolts driven in the suture using torque values thus established.

LL, PIT IIP MLTS Sufficient fit-up bolts shaLL be used dn connections to properly dry up material and adequately support the members as erectioa urog esses dur~

oz the structure as ~

alignment of structuze. No permanent bolting shall be done until as much be stiffened thereby has been suitably aligned.

.Ol Separate unfinished bolts which are easily distinguished from the perm-anent high-st ength connection bolts are preferred for fit-up.

.02 Erector may elect to use high~t=eagth bolts of proper length for both fit-up snd permanent connections. Hmrever, they are costly aad threads are easily damaged by forcing into unfair holes. All damaged bolts must be dis-carded aad replaced at Krectoz's expense, aad discarded bolts shall aot be used ~w any permanent connection.

0 Ebasco Specification 501-76 High-Strength Bolted Field Connections For Structural Steel Pro)ect Identification No.

Zssue Dace:

PIT~ BOITS (Contend)

.03 Qhen boLzs are tightened by "tuznmf~ut" mezhod each high-strength boLt used for fit~ shaLL be prominently marks foz identification and checked by Inspector ..

When holes of connecting members do not match and bolts cannot be entered by hand without driving, such holes are considered unfair and E".actor shaLL observe the following pzoceduze.

.01 LLght drifting is permitted to aLign holes.

.02 Zf bolts cannot be entered without drivtng after light drifting, holes requiring z~g shaLL be brought to the attention of the inspector, who shall determine whether holes should or should not be zeamed. Holes for which reatdng is acceptable shall be resmed sufficiently to permit entry of bolts.

AIR reaming shall be normal to contact sur aces.

.03 Zf the diameter of the zeamed hole exceeds the originaL bolt diameter by 3/16 in. or more, a larger bolt shall be provided so that final hole does not exceed the of a ~er ~ter of bolt to be used by more than 1/8 in. No selection diameter bol shall be made without acceptance of the resmed hole by the inspector.

.04 Excessive quantity or amount of unfairness shall be reported to the Inspector.

l3. KKCTOR-Q7SPECTOR COORDViiATION The Erector shall cooperate with the Inspector to Azure a satisfactory in-s~~t5.on.

.01 Inspector shaLL be provided with freedom of access to all bolted con-nections.

.02 E"ectoz shall provide heLper to operate hand torque wrench and oth~e assist the Inspector in his duties.

.03 Bolting c ews shall mark, in a mannez acceptable to the Inspector, each connection as completed to insure that no connection will be overlooked.

Special marhLag may be required on high~trength fit-up bolts.

Ebasco Specification SOL 76 High Strength Bolted Field Connections For Structural Steel

~)ect Identification No.

Issue Data:

14+ TOUCH~ PAINT After inspection, Erector shall apply a touch-up coat of paint to the bolts, nuts, washers and mqeinted or abraded surfaces ad)scent to bolted connections of the steel members unless otherwise specified. Paint shaLL match shop paint and shall be applied to clean, dry'urfaces at a temperature above 40'.

15 ~ YXZLD INSPECTION A qualified Inspecshr will be provided by Purchaser to assure that all bolting procedures and complete installation sre satisfactory. B~haser's inspec~

does not relieve Erector from the overa11 responsibility for the instaLLation.

.Ol Inspector will review and observe all bol ing operations including:

a .- Calibration oi equi.pment by acceptable procedures b - Bolting operation by acceptable equipment and procedures, including use of fit~p bolts (see Paragraph 11) c - Rasher shall be ad)scent to nut or bolt head, whichever is turned in t'ghtening.

d - Tightening sequence in aLL connections to insure that initially tightened bolts are not 'loosened by the tightening of sur-ounding bolts.

e - Condition of bolts as received at the )obsite. Any shipments con-taining used, corroded, damaged, or dirty nuts or bolts shaLL be re] ected.

f - Material storage to insure that stored material wiLL not become cor oded or d~ before be~kg used g - Handling procedures to insure that bolts are not damaged enroute from storage to connection h - Installation by acceptabLe procedures where unfair holes are en-countered (see Paragraph 12)

&asco Specification 501-78 HighMtzength Bolted H.eld Connec~ns Poz Stzuctux'al Steel Pzo)ecz Identification No.

Issue Date:

XS. rrnn IHSpECrrpm (Cont~4

.02 Aftez a connection is marked as complete by ehe holing crev, the Inspector wiLl visuaLLy inspect each bolt and spot check a sufficient number of bolts to ensuze that alL bolts are adecpxately tightened. This spot check wiLL be made on a mbrhusa of 10 percent of the bolts or two bolts pe connec-tion, whichever is greatly.

a ~ Visual inspection vill include check to assure that nuts shov socket impact marks and that bolts prospect beyond nuts.

b - Visual inspection viLL include check to assure that bolts shov impact maxks in those connections where bolts weze tightened in Lieu of nuts.

c - Spot check of boLts vtLL be made by hand to~ue ox power wrench, ex-cept where load indicator washezs are used. The inspection torque vtLL be applied in the tightening direction and tuxn, the connection shall be accepted. If if none of the nuts the nut starts to turn, the Inspector vill check a11 bolts in the conneczion. Any loose bolts shall be properly tightened aud zeinspected.

d - For load indicator washery, Inspectoz sha11 by means of a feeler gage Rl detexmine that all load indicator vashezs have a maximum gap of O.OX5 inches foz.load indicator vashezs under bolt heads and a maxhmua gap of 0.010 inches for Load indicator vashezs under nues.

No gap at all vtLL be cause foz re)ecting the bolt.

.03 Inspector vXLL maintain daily record of ~~rations, bol~g progress, and results of inspection. At the completion of erection, Inspector vtLL prepare final report summsxixing the bolcing instaliat"on.

r

ADDENDA? TO "HICK-~GTE BOLTS) FIELD CONH~~OHS FOR STKJCTURAL ~"

FOR THE SHEARON EQLEZS PLhHT

4. FIELD IRSPRCTION (Cont "d) to suit 5ob conditions co insure that aL1 bolts aze adequately tightened. This spot check will be made on a mizz?mum of 10 percent of rhe bolts or two bolts per connection, whichever is gzeacer.

a - VisuaL inspection crLX1 include check co assure thee ants shor socket isquLct marks aad chac bolts are long enough as indicatei by the poinr ~

of the bolts heing flush. with or outside che face of the nuts.

b - Visual Inspection tCIl &elude check to assure that bolts show impact marks M these connections vhere bolts vere tightened in Lieu of nuts.

c - Spot check of bolts will be made by band torque or power vreach.

The inspection torque wall be appLied the tightening direction if t~,

m~

and noae of che nuts the connection snail be accepted.

If the nuc stares co turn, the Inspector wiI1 check all bolts in the conaection. Any loose bolts shall be properly tightened aad re-~ected.

d - For load ind cator washers, ~pecror shall by means oz a cele" gage Rl dece~e that all load Mdicator washers have a maMznzn gap oz 0.015 R3

~aches or load indicator vashers under bolt, heads when he nut is turnedl ia tightening and a zuacL~ gap of 0.005 inches for Mari indicator washers uader a aut when either the aut or the bolt head is ammed in tighcexdng oz'ader a bolt head whea the bolt head is turned in t" ghcening. For A325 bolrs, some gap must r~4 ia at least seventy-A490 bolts, some gap must r~

five percent of rhe load indicator vashers ~w each connection. For in al'z the load mdicator washers to assure that the bo'r has noc oeen over ightened.

.3 Inspector wiL'aintain daily records of calibrac'oas, bolting progzess, aad submit f~

results oi ~~pection. At the complecioa oz e ecc~wn, Inspector wi11 prepare report suuznarmiag the boltiag installation to the Carolina Power Light Site %mayer.

aad

5. TI~7ZNC MTEODS The acceptable tignteaiag methods shall be chose outlined below aad are M~ted Rl orcer of pre"e ence. I= required for entering bolts or or wrench clearance, che bolt may oe ~ed for tightening and the aut held. The washer shaII be uader the tua&g element (nur or bolr head}. Hovever, load iadicaror washers shaLl aot be under the turning elemenc except when erection zequires ic to be. If used under the auaiag elemeac, an addietoaal hardened nuc face washe is required'between che among element and the load indicator washer. Tighceaiag shaU. commence at the mosr R4 rigidly fixed par= of the connection aad progress to rhe free edges.

.1 Load iad cazor washers may be used aad ia order co obtaia che required tension as given ia Table 2 (A} the boI.t shall be tightened co give a -~um gap oz 0.015IR3 inches for the load washer under a bolt head vhea the aut is turned ia tightening,,)

3

~, p p'

~ I 0 ~

I!I I

HZCH STRENGTH E~KD PZZLD CONNECTZONS FOR STRIICTURAL ~"

FOR THE SHEARON HAHRZS PLANT r>/

5. TZGHTENZNG MTBOIS (Cont'd)

P..

aad a maximum gap of 0.005 inches for the Load washer under a auc whea either the aat or the boLt head is turned in tightening or under a bolt head when the bolt head is turned ia tighteaiag. For A325 bolts, soma gap must remain ia ac lease seventy-five perceat of the Load indicator washer's in each connection. For A490 boLts, some gap mast remain in aLL of the load indicator washers to assure chat the bolt has aot been overcightened.

.2 "Automatic Torque Control" where tightening is by torque control impact wrench with aucomatic cutoff caLibrated to shut off at desired bolt tension.

.3 StaLL Torque Control" where cighteniag is by standard impact wrench calibrated by regulation of air pcessure to "stall" ac the desi@'at bolt tension.

.4 "T~f-aut" where tightening is by standard impact wrench by clszlling aut 1/2 turn gor bolt length aot exceeding 8 diameters or 8 ia.) beyond "snug" position which is defiaed as that, position where wrench begins to impact.

.5 "Equal Torque Control'r where tightening is by hand wrench. equipped with .

torque indicator sad calibrated for the desired bolt tension. This method may be used for a small quantity of bolts or when air supply is aot availabe.

6. CONTACT SURFACES Whenever an inorganic sfae primer is used, the contact surfaces of )oiats may be )R4 painted. Otherwise, the coacacc sur aces of )oints shall remain cleaa and iree of paint until after erection, regardless of membe sizes.

7~

Erector ~

'AZZERATZON

.calibrate..aLL. equ~cenc and..calibratioa..procedures by aad acceptable to Znspectoc.

shall

.Ol" 'ieacBes used for tightening by a torqu~ntroL method shall be calibrated be reviewed t+hteaia M a tension-indicating type of calibrator not, less than Brea typicaL bo ts Mom the oc to e ca e . reacae e~~rvaowu-ia Tab1e 2, Column C. Hand torque wrenches sha11 be calibrated at 1east once a day aad impact torque wrenches shall be calibrated ar lease twice a day, and both types shaI.1 be calibrated for any change in bolting condition such es: change ia bole diameter, or change of bolt manufacturer, or chaage ia air pressure at the wrench.

.02 Wrenches used for tightening by che "tura-of-nuc" method shall be calibrated daily f'r each diameter bolt to be tightened to insure chat the measured rotation develops the bolt tension in conformance with the values showa in TaBLe 2, Column Ci

.03 Head wrenches with torque. indicator used for inspection shall be calibrated at lease oace a day aad impact torque wrenches used for inspect&a sha11 be calibrated at least twice a day for each balt diameter to be checked to establish the proper hspectKoa torque-to-bolt tension relationship. Such calibratioa tensions shall couform wt.th the values shown in Table 2 ia..Column A or H.

ADDENDUM TO POR ~

"HIGH STEENCGi BOLTED EKLD CONNECTIONS FOR STRUCTURAL STEEL SHElQtON HARRIS PLANT I. CIIZERAIICM (Core'd)

.Cd Is load lodieator rashars ara osad, three assarblles od bolts sed lead indicator washers shall be tightened to each of the specified gape (see Para graph 5.1) respectively, if such type is to be inspected, in an accurate direct tension measuring device to demonstrate that at the specified gapa (see Para-

-~ph 5;1)'he-shank tensi'on's wot-1'ess- than-'@tee minimum Sn ~51 Each lot oz pt'oduction run of load indicatoz washers shall be so demonstrat ed. 3Ã at the specified gape (see Paragraph 5.'1) the shank tension in any case is less than the minimum in Table 2, Column A, the Purchaser shaXl be contacted foz evaluation oz the lot shall be re)ected.

TABLE 2 BOLT TENSION VALUES (A) 8) (C)

Tension for Tension for Tension for Bolt Calibration Hand Calibration Power Calibrating Tightening Diameter Inspection Wrenches Inspection Wrenches Wrenches Znches) (Lb) b A.325 A, 490 A 325 A 490 A 325 A 490 1/2 12,000 15,000 13,000 16,000 13,000 17,000 5/8 .19,000 24,000 20,000 26,000 21,000 27,000 314 28,000 '5,000, 30,000 37,000 31,000 39,000 7/8 39,000 49,000 41,000 52,000 43,000 54,000 1 51,000 64,000 54,000 68,000 '6,000 71,000 1-1/8 56,000 80,000 59,000 84,000 61,000 88,000 1-1/4 71,000 102,000 75~000 108,000 78,000 lI3r000 1-3/8 85,000 121,000 90,000 128,000 93,000 134,000 1-1/2 103,000 148,000 109,000 156,000 . 113,000 163,000

.05 Zf Tension Set Bolts aze used, a testing procedure shall be followed on representative bolts from each lot delivered to demonstrate that they w~

provide oz exceed ASTI tension values. Bolts shall be inser ed in a Skidmore-WilheIm Torque Tension Test machine, or equivalent, and driven by means of the application tool. An appzopziate torque wrench shall then oe applied to the nut in the untightening direction until the minimum permissible AFQf tension value M indicated on the machine. The torque reading at meum tension is now established for the particular diameter and type of Tension Set Bolt. Inspection can then be performed on bolts driven in the structure using torque values thus established.

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>'<L. VQiJNTI."IG BOLTS NOTE CPR SILL Pr,"MATERIALS AND 40TKQ ~~zE 5g-K-l7Co NOT 'TV RCAI E LDACCQ S~ iRC S INCCHPCHATED G~i'GL)WA POiVEB U Lf:."~7 W. CGA 2)66,

'i' GY.={"fiOH HA~K)S V'CLEAR P.Q Elii L:t E.M. U"')7 i'9.) B-CQI GO')TRCL. 'Nt ~1k;8 OlAC'"fA ~<-E- le

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0 Revision Rl- 6-17-76 R2 12 22-77 ADDENDUM TO 1 R3 1 LL-79 R4 3~26 SL STREiCTH BOLTED FQXD CONNECTIONS FOR STRUCTURAL PsiL" 'HXCH FOR THE SHE'ARON HARRIS PLANT 1~ SCOPE The intent of this addendum to Specification CAR-SH AS-7A (Specification Kbasco 501-76) 'is tn modify sub)ect specification, as herein defined, to include specific requirements for the Shearon Harris Plant.

Design, dizaensions, materials, fabrication, erection, and inspection of high-strength bolted field connections for srructural steel for the Shearon Harris Plant, shall be in accordance with Specification CAR-SH AS 7A (Specification Ebasco 501-76 and this addendum. %here conflicts exist between this addendum and Specification CAR-SH-AS- 7A (Specification Ebasco 501-76) the provision of this addendum shall govern.

2o FIT UP BOLTS Sufficient fit-up bolts shaLL be used in connections to properly draw 'up u ma teria1. and adequately support the members as erection progresses during alignment of structure. No permanent bolting shall be done untiL as much

. of the structure as will be stiffened thereby has been suitably aLigned.

.1 Separate unfinished bolts which are easily distinguished from the permanent high-strength connection bolts ate preferred for fit-up.

.2 Erector may elect to use high strength bolts of proper. length for both fit-up and permanent connections. However, they are costly and threads are easily damaged by forcing into unfair holes. A11. damaged bolts mast be discarded and replaced at Erectors expense, and discarded bolts shall not be used in any permanent connection.

.3 %hen bolts are tightened by "turnoff-nut" method; each high-strength bolt used for fit-up sbaLL be prominently marked for identification and checked by Inspector. Erector shall submit, to Purchaser for approva1., his proposed system for identifying such high-strength bolts.

3. UNFAIR HOLES oxen holes of connecting members do not match and bolts cannot be entered by hand without drivtng, such ho1.es are considered unfair and Erector shall observe the fo1.lowing procedure.

.1 Light drifting is pe~tted to align holes.

.2 'f bolts cannot be entered without drivtng afte Light dri t~mg, holes requiring reaming shalL be brought to the attention of the Inspector, who shaLL approve or disapprove the reaming of the holes. Holes approved for teasing shalL be reamed sufficiently to permit enay of the bolts. All ream-ing'hall be normal to contact surfaces.

ADDENDUM TO HICK-STREfCXH BOLTED AD CONNECTIONS FOR ~UJCTURAI STER" FOR THE SHEARCN HARRLS KANT 3~ UNFAIR HOLES Cont'd

.3 If the diameter of the reamed hole exceeds the original bolt diameter by 3/16 ia. oz'ore, a Larger bolt shall be provided so, that final hoLe does aot exceed the diameter of bolt to be used by more than L/8 in. No selection of a Larger diameter bolt shall be made without acceptance of the reamed hole by the Inspector.

.4 Excessive quantizy or aneuat of unfairness shall be reported to the Ins pectoz.

4.

A

~ INSPWTION qualified Inspector vtLL be provided by Purchaser to assure that complete instaLlatioa is satisfactory. Inspector's approval does not relieve Erec-tor from the overall respoasibility for an adequate iastalLation.

.L Iaspector ~L vezify compliance of approved observe boltiag operations includiag:

boltiag proceduzes and a - Calibratioa oz equipment by approved procedures.

b - Bolting opezation by approved equipmeat and procedures, includ~mg use of fit-up bolts (see paragraph 2) .

c - Washer shall be ad]aceat to nut or bolt head, vhichever is tumbled in tightening. For load indicator vasher zequf.zements, see Paragraph 5.

d - T'ghtening sequence ia all connectioas to insure that init~aLLy tightened bolts aze not looseaed by the tightening of suz=oundiag bolts.

e - Condition oi bolts as received at the Job site. Aay shipments coatainiag used, corroded, damaged, or dirty nuts or bolts shall be re)ected.'he Inspector may delegate this zesponsibilizy to receipt iaspectioa personnel.

f- Yaterial storage to iasure that stored materiaL vt1L not become cozroded or di~ before be~kg used.

g - Handling procedures to insure that bolts are not damaged en route izom storage to connection.

h - Installation by approved procedures'@here unzaiz holes are en-countered (see paragraph 3) .

.2 After a connection is marked as complete by the bolting crev, the In-spector vill visually inspect the bolts aad spot check a suzf'cient number of bolts

e ~

pro)ect Identification go, CAR-SH-AS-14 Order No.

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-. <>glllllllgpjI EMSCO SERVICES INCORPORATED

'd ' 'H 'SIHE~ H NOEV3HS sEAL SPECIFICATION EMSCO war .qiil 6191 I MISCELLANEOUS p

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PURCHASER: EBASCO S:RVICES INCORPORATED AGENT

&WjeER: CAROLINA POIKR 8: LIGHT CO".PANY t ~

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OPERATING COMPANY: CAROLINA POWER 6 LIGHT COMPANY '0 Esslo+ ++

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'" PRCJECT: SHEARCN HKRRIS NUCLEAR POWER PLANT l

AL'498 NORTH CAROLINA

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LOCATION: WAKE COULD .e

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'ELLER:

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"THIS DOQPiEhi IS DELIVER) IN ACCORDANCE WITH AND IS SUBJECT TO THE PPOVISIONS OF SEi".TION X OF THE CONTRACT EXWEEN CAROLiNA POWER & LIGH1 COMPAb"8 AND E3ASCO

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SERVICES INCORPORATED DATED SZPTEIS~M 1, 1970, AS

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err CP&L Approval Reviaiooe Date Rev(e'ed Sv! ?a es hf!octed Date m / Aa Original , 3/3/78 L Capling H K Ligh/J H Wopey. A1L 2/23/78 Rev I' 5glO/78 L Capling H K Ligh/J H Womer

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g/3/78 Prepared under the supervision or NC PE License No. 6498 M Weber J.ref~~

Rev 2 10/yO/78 . L Caplieg+ 'J H Romeo 4,7,13 10/9/78 Cover sheet continued on next page.

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SHEARON HARRIS - SPEC. CAR-SH-AS-14 Cover Sheet - Continued CP 6:L Revisions Rev, Date ll/20/78 Pre ared L Cap ng B :

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~ ~ e EBASCO SERUICES INCORPORATED EBASCO SPECIFICATION

,MISCELLANEOUS. HOISTS AND TROLIZYS

~~

CONTENTS II

)a ~Para ra h ~Pa e i

I Scope 1 1 Specific Requirements :2 1 Clearance Diagrams 3 1

~

Codes and Standards, Guarantees 4 2 Safety Factors 5 2 Performance Requirements 6 3 Design and Loading Conditions 7 4 Trolley Hoists 8 '4 Trolley Hoists - Electrical Requirements 9 6 Special Features - Weatheiproof Equ~i ment 10 7 Sound Control 11 8 Shop Assembly and Testing 12 8 Painting 13 . 8 Capacity Plate 14 9 Documents for Review 15 9

0 Shipment

,Welding QluiayrAaaurauce Requireueuts 16 17 18 10 10 9

ATTACHMENTS Appendix A - Trolley Hoist Requirements I - Specific Requirements: Quantities, Capacities, Location, etc II - Specific Requirements: Size, Type, Lift, Speed III - Clearance Diagrams "Appendix-S - Other Specifications I - "Wiring Standards" Carolina Power & Light Company - Shearon Harris Nuclear Power Plant

~ ~

Ebasco Specification Miscellaneous Hoists and Trolleys Pro)ect Identification No. CAR-SH-AS-14

1. -, SCOPE This speci.fication covers the design, fabrication, furnishing, shop paint-ing and delivery of miscellaneous hoist and trolley equipment for the Shearon Harri.s Nuclear Power Plant, Units 1, 2, 3 and 4 located in Wake County, North Carolina.

The specification applies to electric and manual-operated underhung trolley hoists operating on the lower flange of a track section and to a single-track monorail system including all curves, switches, transfer devices, trolleys, lift and drop sections, and associated equipment, with specific requirements described below in Paragraph 2, "Specific Requirements" and in Appendix A.

2. SPECIFIC RE UIKRKNTS Specific requirements of the hoist and trolley equipment and appurtenant accessories furni.shed shall conform to the item requirements given in Ap-pendix A of this specification including quantities, hoist capacities, equipment being served, location, monorail sizes and lengths, hoist and trolley types and speeds.

Ol Technical information include s equipment per'formance, wei.ghts, over-load capacities specified in Appendices. This information should be supple-mented by ahy other data pertinent to the equipment operation and performance.

.02 Any conflict between Appendix A, and thi.s specification shall be governed by the intent of Appendix A.

3, CLEARANCE DIAGRAMS Clearance di.agrams are included in Appendix A, Part,III of this specifica-tion'o show limiting dimensions for the lifting equipment in accordance

'with building design and operational. requirements.

h 1

Ebasco Specification Miscellaneous Hoists and Trolleys Pro)ect Identification No. CAR-SH-AS-14

4. CODES AND STANDARDS GUARANTEES The design of hoist and trolley Lifting equipment and accessories as well as the materials used in their construction shall comply with the latest revisions in effect at date of purchase order, or as mutually agreed to su sequent to date of order, of the following currently approved applicable regulations, safety codes, specifications and standards, including applicable technical definitions as acknowledged and accepted in the industry, of latest revision. Any conflict between a standard specification or code and this specification shall be governed by the intent of this specification, AGMA -.American Gear Manufacturer's Association AISC - American Institute of Steel Construction ANSI - American National Standards Institute ASTM - American Society for Testing and Materials:

ASTM Spec for Structural Steel ASTM>>283>> Spec for Carbon Steel Plates of Structural Quality ASTM>>391 - Spec for Alloy Steel Chain AWS - American Welding Society HMI - Hoist Manufacturers Institute NEMA - National Electrical Manufacturers Association OSHA - Occupational Safety and Health Administration SSPC - Steel Structures Painting Council:

SSPC - SP6 >> Commercial Blast Cleaning

~

SSPC - PAL - Shop, Field and Maintenance Painting

.01 Seller agrees, represents and warrants that all services, designs, equipment and material sold or otherwise provided to Purchaser ser byy Sell e er ccorn p 1 y with all Federal, State. and local 1aws, regulations and codes and all applicable specifications and standards including but not limited to those specified above, in each case as in effect at the date of order placement.

Ebasco Specification Mi.scellaneous Hoists and Trolleys Project Identification No.'AR-SH-AS>>14 4~ CODES AND STANDARDS GUARANTEES (Cont'd)

.02 Seller represents and warrants to Purchaser that the material and services hereunder comply with the latest revisions of the Occupational Safety and Health Act of 1970 and all applicable standards thereunder.

.03 Seller shall guarantee all conditions of the purchase order and this specification.

5. SAFETY FACTORS The following safety factors shall be used. Factors of safety are based on maximum load and ultimate strength of the materials.

.01 Hoist and 'trolley parts shall be designed with a minimum safety factor of five (5) unless otherwi.se noted.

.02 Hoist ropes shall have a factor of safety of six (6) based on rated capacity of ropes.

.03 Hoist chain shall have a factox of safety of eight (8) based on rated hoist capacity, but excluding impact load

.04 All parts subject to dynamic strains such as gears, shafts, drums, sheaves, blocks and other integral parts shall have a factox'f safety of five (5).

.05 Hooks shall have a factor of safety of five (5).

6~ PERFORMANCE RE IREliENTS Lifting equipment shall be capable of raising, lowering, holding i.n any position, and transporting a test load of 125 percent of x'ated capacity wi.thout permanent damage or distortion to any part of the equipment.

Equipment will operate in noxmal atmospheric conditions at ambient tempera-tures 0 to 40 C, free from excessive dust, moisture or corrosive fumes.

The hoists and trolleys shall operate within the following tolerances:

.01 Pith hook carrying 100 percent of rated load and with all hoist brakes properly adjusted and operating normally, control the vertical movement to wi.thin 1/8 inch.

it shall be possible to

~

~ 02 Motion of trolleys shall be controllab'le to within 1/4 in. under all conditions of loading as specified herein.

.03 Hoist and trolley motions shall be pendant-controlled unless other-wise noted in Appendix A. (See also Paragraph 9.04 below)

.04 Hoist and trolley motions shall have the following speeds, unless otherwise noted in Appendix A.

a - Hook, hoisting with full rated load; 10 to 15 ft per minute b - Trolley travel, 25 to 35 ft per minute

Kev 2

~ ~ ~ ~

~ i e

0 Ebasco Specification Miscellaneous Hoists and Trolleys Pro)ect Identification No.'AR-SH-AS-14

7. DESIGN AND LOADING CONDITIONS

~,

It is not the intent completely t:o specify'all !g the details of design and construction. Equipment shall be constructed and equipped with accessories in accordance with Seller's standard practices when such practices do not conflict: with this specification. However, equipment sha11 conform to acceptable industry standards consistent with sound engineering practice, design and workmanship.

All structural and mechanical parts of th'e hoist and tro1ley equipment shall be designed to resist the maximum stresses caused by loading equal to dead load plus live load plus the forces produced\ by vertical impact.

~ 01 Dead load shall be the weight of the trolley components and the weight of the trolley hoist.

.02 Live load shall be a moving load equal to t:he rated hoist capacity.

.03 Vertical impact shall be 25 percent'of the live load.

j

.04 Structural steel for the lifting equipment shall be in accordance with ASTM Specifications A-36 or A-283 unless otherwise specified herein.

Design, fabrication and construction shall be in accordance with American

, Institute of Steel Construction (AISC) "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings," latest edi-tion.

.05 Trolley girders (where supplied by Seller) s all be equipped with bumper stops to limit the forward and reverse movement oZ the trolley hoist. 0 l

a Anchor bolts for mounting shall be designed by Seller but supplied by Purchaser. Seller shall give the location, size and details.

.06 Qhere specified, a mechanical locking device shall be provided t:o ahold the trolley drive mechanism in position.

The features of the trolley hoists shall comply with the Standards of the HMI, Hoist Manufacturers Institute and applicable parts c= ANSI, American National Standards Institute referenced therein and ',shall be as follows:

~" .Ol Electric 'hoists shall have multiple reeving with e drop-forged alloy .steel hook, providing "True Vertical Lift" travel., except as noted in A!~pendix A.

4 I

Ebasco Specification Miscellaneous Hoists and Trolleys Project Identification No. CAR-SH-AS-14

8. TROLLEY HOISTS (Cont'd)

.02 .

The cable drum shall have machined grooves and be of sufficient capacity to provide for the entire lift without overlapping of the cable.

In addition to the required lift, allowance shall be made so that at the extreme low position of the hook, two full laps shall remain on the drum.

Cable for hoists shall be flexible plow steel with hemp center.

.03 The load block shall be enclosed safety-type. Load sheaves shall be properly pocketed and mounted on totally sealed precision-type bearings.

.04 The hook shall be drop-forged, heat treated alloy steel mounted on sealed thrust bearing. The hook shall provide universal hook action and have a safety latch.

.05 Hand hoists, where specified, shall have adjustable hand chain guides which shall prevent chain fouling. The chain shall be properly sized to fit sheave pockets.

.06 Load chains shall be made of heat treated alloy steel, manufactured and tested in accordance with ASTM Specification A-391, latest revision.

'Minimum strength at weld shall be equal to the ultimate strength of the chain.

I

.07 Trolley wheels shall be forged steel with accurately machined tapered and crowned treads, equipped with double row ball bearings. Safety lugs shall be provided to prevent trolley fxom falling if axle breaks. Trolley frames shall be fabricated of heavy structural steel plate accurately ma-chined for motor, axle and hoist mountings. Side pg.ates shall extend beyond wheels to act as bumpers to protect the wheels or g'ear teeth from damage by collision (manual trolleys only). Side plates shal1 be reinforced by heavy separator castings and the two sides connected by removable equalizing pins designed to secure equal distribution of the load on all wheels.

.08 Steel axles set inside plates shall be perpendicular to the plates.

Pressure grease fitting shall be provided on wheel hubs for lubrication.

.09 The gear and load brake, assemblies shall be totally enclosed in an oiltight steel housing. The gear train and load brake mechanism shall operate in an oil bath with a reservoir having sufficient capacity for ap-proximately six (6) months service. All gears shall be precision machine cut and meet the requirements of the applicable AGMA Standards.

.10 Where required, pressure grease fittings shall be provided to lubri-cate hoist parts.

~

~ ~

Ebasco Specification Miscellaneous Hoists and Trolleys Project Identification No, CAR-SH-AS-14 9~ TROLLEY HOISTS " ELECTRICAL RE IREMENTS Electric trolly hoists, where specified, shall have the following elec-tri.cal requirements:

~ 01 Motors shall be heavy-duty type especially designed for hoist service in accordance with applicable codes and shall operate on a 480 volt, ac, B-phase, 60 cycle supply. Motors shall be totally enclosed, nonvcntllatsd gTBBV), shaahave Class B powerhouse lnsuleclon (tro11e'y motors)'r Class p I

minutes under full rated load with a temperature rise of not more than ?5 0 C above the ambient temperature of 40 C. Motor bearings shall be double-sealed ball bearings with lifetime lubrication.

~ 02 Motor specification by Seller or the motor Manufacturer. shall be sub" mitted by Seller and approved by Purchaser before manufacture is started or shipment is made from stock. Departures or exceptions not specifically approved by Purchaser may subject the motors to rejection by Purchaser.

.03 Seller shall. be responsible for the satisfactory operation of the motor in the hoist assembly. Seller shall furni.sh proper instructions for the installation and operating procedures for the motors including Seller' motor requirements which are in addition to the requirements of the motor .

Manufacturer.

.04 Control equipment shall be magnetic contactor-type 'reversing starters, operated by push-button station. Control equipment shall be mounted in a compartment whi,ch shall be an integral part of the hoist with all wi.ring en" closed in metal conduits wherever possible.

A step-down control power. transformer shall be provided to reduce the con" trol ci.rcuit to 120 volts. The control contactor for making and breaking the main circuit shall be equipped with mechanical interlocks'

- Control Stations. Controls shall be constant pressure push buttons mounted in type N&fA 3 (weatherproof) enclosure, unless otherwise noted. Push buttons shall be protected with neoprene hoods.:

i.- Pendant cable- type stations shall be mounted off nf hoist equipment, unless otherwise'pecified. Pendant station shall be normally suspended about 3 ft'above ope ating level. Where outrigger support is required to clear bulky equipmcnt ~

~

outrigger distance will be specified in Appendix A ii- Where remote control is required (wall mounted station or fixed pendant station), location and arrangement will be 0 specified in Appendix A.

Ebasco Specification Miscellaneous Hoists and Trolleys Project Identification No. CAR-SH-AS-14

9. TROLLEY HOISTS - ELECTRICAL RE IREMENTS (Cont'd)

~ b - Trolley conductor and hoist power supply system shall be supplied and may be 1) festooned (slack) cable-type, 2) cable reels with 360 rotation, or 3) enclosed protected conductor rails with current collector shoes for short straight trolley runs, for longer trolley runs or curved track, or for long trolley runs in that order as required.

i -Festooned power cable shall include slide rings or other devices to prevent interference between trolley and/or hoist with power cable.

ii -Cable reel and accessories which keep conductor cords taut and out of the way and, monorail, shall permit if mounted at the centerline of the conductor cord to be reeled off in any direction without damage to power cable.

.05 Hoists shall be 'equipped with a self-actuating load brake and a self<<actuating motor brake each of which shall have sufficient capacity to support and hold a full-rated load without power..

Trolleys shall be furnished with a 30 percent torque drag brake with gear transmission running in oil.

and low'a<

.06 Hoists shall be. equipped with upper safety limit stops, operating mechanically through an interlock with the controller to prevent overtravel of the hook by breaking the circuit and returning the controller to neutral at the upper limit of travel in the up direction. Limit switches shall be mounted inside the control box or on the hoist frame.

.07 dance Seller shall provide all with Carolina Power & Light

'iring and termin" tions in accor-Company "Wiring Standards" (AppendiX 5).

10 ~ SPECIAL FEATURES - WEATHERPROOF E PMENT Special features for hoist and trolley equipment for outdoor weatherproof

'ervice 'that must operate in the other than .the normal a<<zaospheric condi-tions (described in Section 6) shall be designed for <<his service and shall meet such requirements specified in Appendix A.

.01 Heaters shall be provided for motors and control e..closures on all electric trolley hoists that are to be used outdoors. Heaters shall be of low wattage, constantly connected to maintain the equipment at a level high enough to prevent or reduce condensation.

.02 Motor shall be totally enclosed with Class F insulation for out-door weatherproof service (see Section 9 above).

Ebasco Specification Miscellaneous Hoists and Trolleys Project Identification No. CAR-SH-AS-14 11, 'OUND CONTROL The sound level of equipment covered by this specification will be reviewed with respect to the permissible noise exposure limits for personnel as defined by the Williams-Steiger Occupational Safety and Health Act of 1970.

Accordingly, it is desirable that the sound level measured at a distance of five feet from the outline of equipment shall not exceed 90 decibels on the "A" scale, which is the design objective of the plant sound control program.

.Ol In the event that the normal sound level of the equipment exceeds 90 dB (A) at a distance of five feet, an alternate quotation (proposal) shall be given, where feasible, that includes any optional acoustical treatment features to achieve this sound control design objective.

12. SHOP ASSEMBLY AND TESTING Shop assembly of all structural parts of the lifting equipment shall be made to assure that all parts are properly fitted. Trolley hoists shall be shop tested to 125 percent of rated capacity prior to shipment. After fitting, reaming and other manufacturing operations, all parts 'shall be match"marked.

Erection instructions and a complete erection .diagram shall be furnished showing location and number of each part and any information which will be helpful in the erection of the jib boom at the job.

13. PAINTGlG All steel surfaces shall be thoroughly cleaned as per SSPC-SP-6 "Commer-cial Blast Cleaning" to a 1 to 2 mil surface profile and all carbon steel except contact surfaces of high strength bolted joints shall be shop painted with one coat of Carbo-Zinc ll primer f.3 mil min to 5 mil max)dry film thickness)

~

as manufactured by the Carboline Company or accepted ecpivalent.

.01 Primer shall be applied according to 9SPC-PA1, Shop, Field and Main-tenance. Painting"and the paint manufacturer's written instructions.

~ 02 Stainless st'eel shall not be painted.

~ 03 .All bright surfaces shall be slushed.

.04 Trolley hoists shall receive a finish coat of Epoxy (OSHA} safety focal yellow applied in accordance with Manufacturer's instructions. Top coat shall be compatible with and by same Manufacturer as the primer.

.05 All exposed machined surfaces shall be given a long-term removable protective compound before shipment.

s Ebasco Specification Miscellaneous Hoists and Trolleys e

Pro]ect Identification No. CAR-SH-AS-14

14. CAPACITY PLATE A capacity plate 'showing rated capacity of the hoist shall be placed on each hoist in such a manner as to he easily legible.

15. DOCUMENTS FOR REVIEW Seller shall submit to Purchaser the following documents for review:

a - Certified trolley hoist and trolley clearance diagrams b - Equipment diagrams and drawings indicating clearances, dimensions and details'

- Specifications and details of control systems Size, number of parts and type of hoist chain or cable e - Gear materials and type .

f - Typical operation and maintenance manuals (to be provided in accordance with Puxchase Order.)

16.

Trolley hoists shall be carefully packed to prevent damage dux'ing shipment.

e01 Identification Labels Each hoist shall be provided with permanently attached stainless steel identification tags containing the following information:.

Item No.

Location Title Elevation of Monorail

Available from Ap'pendix A

~ ~ ~

~ g

~ Ebasco Specification Miscellaneous Hoists and Trolleys Project Xdentification No. CAR-SH-AS-14 17; WELDING

.Ol Welding shall conform with the requirements of the American Welding Society. All welding procedures, welders, and welding operators shall be qualified in accordance with AWS Dl.l.

.02 Welding electrodes shall be AWS A5.1 Class E70XX low-hydrogen type for shielded metal arc welding, AWS 5.17, P7X for submerged arc welding, or AWS A5.20, E70T-1 or E70T-5 for flux-cored arc welding. Cored wire designed for operation without the use of externally supplied shielding gas shall not be used.

.03 All'butt welds shall be full penetration welds ur.less otherwise noted on drawings. Welds shall be visually examined for conformance with the requirements of AWS Dl.l Paragraph 8.15.

18. VALE CONTROL RE UZREMENTS The Quality Control requirements for the miscellaneous heist and trolley equipment shall be in accordance with good 'commercial practice.

.01 Control - Ins ection Seller shall provide and maintain an Znspection/Quality Control System which will assure that.all items submitted'o Purchaser for acceptance con-form to contract requirements whether manufactured or pro"essed by Seller or procured from subcontractors.

.02 Seller shall perform or have performed the nspec-ions and tests required to substantiate product conformance to drawing, <<=pecification, and contract requirements and shall also perform or have performed all inspections and tests otherwise required by the contract.

I

.03 A manufacturing certificate of compliance includi..g an original signed by an authorized representative stating that the supplied items conform to all contractual requirements shall be supplied by Manufacturer upon request.

10

,I s EBASCO SPECIFICATION CAR-SH-AS-14 APPENDIX A - SPECIFIC RE UIREMENTS - PART I Capacity Ref Dwgs Item ~4Units ~Tons E ui ment Location ~Ebasco lo Misc Equipment WPB-RAB 2165-910 2168-141 Stm Gen Aux 2165-016 Feed (Turbine). 2168-151 Stm Gen Aux Feed Pump (Motor)

'AB ~ 2165<<016 2168-151 Demineralizer RAB 2165-018 Service Area 2168-151

~ 5 2 Fuel Pool 2165-023 Filters I 2168>>128 s

Reactor Filters 2165-017 I

2168-151 I

(7) Waste Filters 2165-911 a- 3 lt II 2168-141 b- 1 C>> 3 7-.$ Secondary WPB 2165-918 Evaporator 2168-106 Secondary 2165-911 Filter 2168>>106 10 Secon'dary Waste 2165-911 Entrainment 2168-106 Separator 11

Rev .1-Rev' -

5/yet gl/9/78 Rev 4-EBASCO SPECIFICATION CAR-SH-AS-14 APPENDIX A - SPECIFIC RE UIREMENTS - PART I (Cont'd)

I'tern Qty Capacity Ref Dwgs

~4Units ~Tons E ui ent Locstion ~Nbasco Ll Stm Gen Feed Turbine 2165-005 Pump Building 2168-258 12 Condensate Turbine 2165-005 Booster Pump Building 2168-258

', R3 (Deleted) 13 Kgb.~ "S.WEH9" Ra+eh "$8KÃ-

14 (8) Chillers RAB a >> 4 3 Chillers LA-SA RAB 21'65-017 b -4 3 Chillers 1B-SB'AB 2168-later 15 (4) Separ'ators WPB a ~ 2 1-4A 2165-047 b - 2 1-4B 2168-later R4 16 (13) Elevator Machine Rooms:

(See Sheet 12a)

Note: Items 11, 12 end 13 etc I Hoists and Trolleys for weatherproof outdoor service (see Section 10, Special Features >> VeatÃerproof Equipment.)

12

t Rev 4 EBASCO SPECIFICATION CAR-SH-AS>>14 APPENDIX A - SPECIFIC RE UIREMENTS - PART 1 (Cont'd) t )

m ~

I I Qty Capacity Ref Dwgs ui 1

Item ~aUnita (Talons E ment tocation '~Ebasco

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I R-4 .16 (13) 2 Elevator Machine a 2 2 Bays - Rooms.'nloading T/B Units 164 2168-701,$ 13 2168-276 b-2 Control Room <<T/B Units 264 2165-276 2168-329 c~2 2168-702,S12 2168-later d-2 2168-702,806 2168-later e-1 2168-701,$ 13 2168-later 2 CB-Unit 1 2165-later 2168-249 g 1 CB-Unit 2 2165-later

'2168-301 h-1 CB-Unit 3 2165-later 2168-360 CB-Unit 4 2165-later a ~

2168-413

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R2 1 S 12x40. 8 pl 0 4'-0 215.0 LHR""'ingle Reeving R2 2 S12x35 g t-0 3',-0 R2 3 S12x35 giI 0 3'-0 LHR 4 S12x35 Ql 0 3'-0 264.0 Pendant Operation from I

r Elev 286.0 5 S8xl8.4 $ '-6 2'-6 249.5 LHR, Outrigger (F = 4'-0) 6 S10x25.4 1'-6 276.5 LHR, Outrigger (F ~ 5'-0)

Pendant Operation from Elev 270.5 (S8x18. 4) (251.0) (LHR Outrigger (5'-0))

a - SSx18.4 yt 1'-8 251.0 LHR, Outrigger (5'-0) b - SSx18.4 ;1.! 6 1'-8 251.0 LHR, Outrigger (5'-0) c - SSx18.4 C

1'-8 251.0 LHR, Outrigger (5'-0) 8 S20x85 g,'-0 3'-0

'9 SSx18.4 g.'-6 2'-6 242.0 10 S8x18.4 g.'-6 1'-8 11 S20x85 l2'-0 2l-6 262 0 Outrigger (F ~ 3'-0) 12 SZOK85 .

g,'0 2'-6 277.0 Outrigger (F ~ 3'-0)

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All hoist lifts ari Manual trolleys shs l LHR - Low Head Roor Moncrail and stops Speeds are single Speeds indicated:

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~ eve pro)ect Identification No CAR-SH-AS-A Order No NY-435273 SEISMIC R5

-NON-S ISMIC R5

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PURCHASER: EBASCO SERVICES INCORPORATED AGENT "f>7227 OWNER: 'AROLINA POWER & LIGPT CO".PANY OPERATING COYZANY: CAROLINA 'POWER & LIGHT COMPANY

" ""PROJECT: SHEARCN HARRIS NUCLEAR POWER PLANT

~

LOCATION: WAKE COKlTY. NORTH CAROLINA g SELLER. J Wool1ey Company g CA/Op l+O .,<<>><+~

~ ~

XHXS DOCUtENT IS DELIVERED IN ACCORDANCE WITH AND IS l

SUMECT TO THE PPOVXSXONS OF SECTION X OF THE CONTRACT SEAL'*

BETWEEN CAROLINA POtwER & LIGrIZ CO:PANY AA'hD EPASCO 6498 e

SERVICES INCORPORATED DATED SE ZEkHER 1, 1970, AS

~ 4GItlE,% +q-hMEN

'ewye'-~

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v v "P & L r Approval Revisions Date Original 12/17/77 A Pan Lips/Chuapra/er+ All 2/24/78 1 3/22/78 A 'Pan Lig'h/Chuaprasert 22 4/10/78 Prepared under the supervision of 6 ~ </PA License g~

NO. 6498..

NC E aber J

5/9/80 A Pan J Womer i,1,3,7,10,11, 5/6/80 12/4/80 A Pa/+ 7

(~J Wooer

~ 23,24 & 25.

Cover Sheet, 1 11/18/80

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I ~ 0 . - - ~ ~~

Ebasco Specification Special Doors Prospect Identification NO. CAR-SH-AS-48 CPSL Pages Approval Reviewed B Affected Date J Cover, i (DCN-650-514) 2/9/81 5/14/82 Boverit Chao 8 9 6 10 E W g

diLPE (DCN-650-561) 5/5/81 4/6/82 E Sion K Ilachinski Cover sheet,i, 1/11/83 Q, gy~ g/6/gJ 1, 14, 16, 17, 24, & 26 thru 32 18,.

7/26/84 Sion K Ilachinski i, 28, 30, 31 (DCN-650-852)

H ///m/~EL /f E

Telecon

~a Project Identification No. CAR-SH-AS'-48 EBASCO SPECIFICATION SPECIAL DOORS CONTENTS I

~ ~

SECTION ~Para ra h ~pa e Scope 1 Responsibility and Per formance Applicable Standards 3 2 Calculation and Drawings 4 4 Materials SECTION II General Door Types Design Loads and Load Combination Fabrication 12 Welding 10 13 Cleaning and Painting 14 Nondestructive Examination 12 14 Quality Assurance Requirements 13 16 guality Assurance Records 14 19 Assembly and Erection 15 21 Manuals and Spare Parts List 16 21 Shop Inspection 17 21 Packaging,Chipping,Hand1.ing and Storage 18 21 Control Door, Criteria 19 23 R2 Access Control Hardware 20 23 R3 Fire Rated Door Criteria 21 25 Watertight Bulkhead Doors Supplement No. 1 26 R5 ATTACHMENTS 1 Seismic Floor Response Spectrum Curves.

2. Ebasco Specifications.
Electrical Attachment No. 1 Rev. 5~ " Wiring Standards " R2 7-75-Ta "Seismic Considerations for Seismic Category I Equipment and Equipment Support" CAR-SH-ME-15, "General Welding Requirements" Nvo L
~ 501-76 "High Strength BoltedField Connections for Structural Steel" "Instructions for Application of Inorganic Zinc Coating to endum 1 & 2 .
COPYRIGHT c 1984, 1983, 1982, 1980, 1978, 1977 EBASCO SERVICES INC. R5 R6 TWO RECTOR STREET NEW YORK
'basco Specification Special Doors Pro5ect Identification NO. CAR-SH-AS-48 SECTION I- GENERAL
1. ~Scc e This specification covers the requirements for designing, fabricating, furnishing, shop coating, testing, and shipping of the doors that are sub)ected to any of the following special service conditions or combination of them:
a - Tornado Wind- dhield I b - Tornado Missile e - High Pres"ure :R2 c - Airtight f - Watertight R5
.01 - The doors to be furnished shall be in accordance with the requirements of this'pecification, the Purchase Order, end the designated Ebaeco .
design drawings on the Purchase Order.
~ 02 - All items covered by thts specification, except door gaskets which are not for airtight or watertight seals and locking device and unless R5 indicated otherwim-Cia-the &sign drawings, are classified as-Seismic I and, therefore the highest degree of performance is demanded 'ategory throughout the entire life of the plant.
2. Res nsibilit and Performance The Seller shall be solely responsible for the adequacy of design, materials, fabrication, deXivery, quality assurance, testing and shop painting of the doors, in compliance with this specification. Review, inspection, and examination by the Purchaser of drawings, design, procedures, materials or fabrication shall in no way relieve the Seller of this responsibility.
Deviations from this specification after acceptance of the Purchase Order by Seller shall be submitted in writing for Purchaser's review and written approval.
.Ol The following work shall be included and provided by Seller:
a - Preparation and responsibility for the complete design of the special doors, in accordance with the design criteria, and applicable codes and standards as specified herein.
b - Furnishing, fabricating, shop painting, transporting to the site and all materials required for the special doors.
I/ i ~ 4' I ~
~ " vtv waefa~' "~ -~ h)A~'i ' (<law r>1F ~ a s vr missbtAA~I 0 pclpl cfAA4wLcAfh wJ+A~ A'll 44~tavA'oha/u404tleal)4s AAws ~ ~ ~ ) ~ ' va a. (I
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'Ebasco Specification Special Doors Project Identification No. CAR-SH-AS-48 SECTION I- GENERAL (Cont'd)
2. Res onsibilit and Performance (Cont'd) a - A Quality Assurance Program.
d - Preparation of complete shop drawings.
e - Preparation of complete design calculation.
f - Assistance to the Purchaser in providing replies to regulatory required to:
agencies. As part of such assistance Seller may be i - Provide whatever may be necessary in the way of theoretical studies, investigations, tests, supporting data and reports concerning the area af Seller's responsibility for the special doors.
ii - uponProvide qualified personnel to the request of Purchaser.
make appearances at hearings
.02 The following work shall be provided by Purchaser:
a - All concrete work and the setting of door'frames and installation of doors Special instructions for setting of door frames and installation of doors be provided by Seller.
b - Final coating 3~ A licable Standards
.01 American Institude of Steel Construction (AISC) a - AISC - Specification for the Design Fabrication and Erection of Structural Steel for Buildings (Seventh Edition) b - AISC - Code of Standard Practice for Steel Buildings and Bridges.
.02 American Welding Society (AWS) a - AWS Dl.l - Structural Welding Code b - AWS A5.1 - Specification for Mild Steel Covered Arc Wilding Electrode's c - AWS A5.17 - Specification f'r Bare Mild Steel Electrodes and Fluxes for Submerged Arc Welding.
.03 American Concrete Institude (ACI) a - ACI 318 Building Code Requirements for Reinforced Concrete
~
Ebasco Specification S'pecial Doors Pro)ect Identification No, CAR-SH-AS-48 SECTION I>> GENERAL (Cont'd)
3. A licable Standards (Cont'd)
.04 American Society for Testing and Materials (ASTM) a - ASTM A36 - Specification for Structural Steel b - ASTM A325 - Specification for High Strength Bolts for Structural Steel Joints, including Suitable Nuts and Plain Hardened Washers.
c - ASTM A108 - Cold Finished Carbon Steel Bars and Shafting d - ASTM D1056 - Specification for Sponge and Expanded Cellular Rubber Products.
.05 American Society of Civil Engineering (ASCE) a - A'SCE Paper No. 3269 - Wind Forces on Structures
.06 Steel Structure Painting Council (SSPC) a - SSPC-SP6 - Commercial Blast Cleaning
.07 American National Standard Institute (ANSI) a - ANSI B18.2.1 - Square and Hex Bolts and Screws b - ANSI B18.2.2 - Square and Hex Nuts
.08 Nuclear Regulatory Commission R2 Regulatory Guide 5.12 - General Use of Locks
.09 Underwriter's Laboratories 437 >> Key Locks 752 - Bullet Reks ant Equipment - High Power Rifle Rating.
.10 National Fire Protection Association ( NFPA )
NFPA Standard for Fire Doors and Windows
Ebasco Specification Special Doors Project Identification Noi CAR-SH-AS-48 SECTION I- GENERAL (Cont'd)
3. A licable Standards (Cont'd)
.11 Ebasco Services Incorporated 4L Ebasco Specification 7-75 -Ta, Seismic Considerations for Seismic Category I Equipment and Equipment Supports.
b>> Ebasco Specification - General Welding Requirements (Project Identification No. CAR-SH-ME-15 Rev 1) c - Ebasco Specification 501-'76, High Strength Bolted Field Connections for Structural Steel d - Ebasco Coating Guide CP Instructions for Application of Inorganic Zinc Coating to Metal Surfaces
.12 ASNT-TC-1A - Recommended Practice for Nondestructive Testing Personnel Qualification and'Certification
,3,3 Federal Register - Occupational Safety and Health Administration (OSHA)
Any conflict between this specification and/or the referenced codes and standards shall be immediately brought to Purchaser's attention for written acceptance. Seller shall list in his proposal any additional codes or standards he intends to invoke in the performance of this specification requirements.
The doors shall comply with currently applicable local, State and Federal regulations, and codes relative to the design, construction, and operation of doors in the locality where the doors will be installed. Unless otherwise noted the document with addenda, amendments and revisions in effect on the date of the purchase order will apply. Later editions may be used by written mutual consent between Seller and Purchaser 4e CALCULATIONS AND DRAWINGS Seller shall furnish for Purchaser's review and approval checked design calculations and shop drawings prior to fabrication of the doors and door frames.
e Ebasco Specif ication Special Doors Project Identification No. CAR-SH-AS-48 SECTION I - GENERAL (Cont'd) 4e CALCUIATIONS AND DRAWINGS (Cont ' )
~ Ol Shop drawings shall show door and frame details of construction anchorage, methods of assembling sections, installation of hardware, sizes, shapes, thickness of all materials, joints and connections, non-destructive examinations, welding details including identification of welding procedure, and a bill of materials showing all material required.
.02 Purchaser's review and approval of drawings and calculations shall not relieve Seller from entire responsibility for engineering, design, workmanship and material under the contract.
5~ MATERIALS Material for the doors and door frames shall conform to the following:
.01 Structural steel plate and shapes shall be carbon steel conforming to ASTM Specification A36, or Purchaser approved alternates.
.02 Bolting material shall conform to ASTM Specification A325
.03 Concrete embedded anchor studs, if used, shall be low carbon steel conform-ing to ASTM Specification A108, Grades 1010 through 1020, either semi - or fully - killed.
.04 Gaskets shall conform to ASTM Specification D1056, Grade SCE-41, Neoprene.
.05 All material used for shafting, pins, etc., shall conform to applicable ASTM Specifications.
Ebasco Specification Special. Doors Pro)ect Identification No. CAR-SH-AS-48 SECTION II DESIGN AND CONSTRUCTION 6~ GENERAL
.01 Doors shall be designed in accordance with door types, door opening sizes, and locations as shown on Ebasco Services Incorporated Design Drawings.
Seals shall be selected by Seller, sub)ect to acceptance of Purchaser,
.and shall be the dual type, inflatable, or solid, or combination of both, fabricated in continuous rings of a compound accepted by Purchaser.
Seals shall have a guaranteed life of not less than 24 months. Results of test performed by an approved testing laboratory demonstrating satisfactory performance of the seals proposed for the required service conditions including radiation exposure shalL be submitted to purchaser for his review and acceptance, Radiation exposure reguirements are listed in the Door Schedule.
.03,, Hinged Doors
a. Doors shall be hinged to swing into the pressure side of the enclosure and shall be pressure seated, wherever practicable.
b. Compression seals shall be provided around the entire perimeter of doors'.
Concealed latching mechanisms operated by handwheels or handles shall be provided to latch and seal the doors. Unless otherwise
~
specified, doors shall be designed to permit operation from either side.
d. Hinges shall be provided with roller bearings to permit easy swinging of the doois. Double hinge design shall be used to permit doors to move evenly against the compression seals when latching.
d. Latching mechanisms including handwheels or handles shall be corrosion-resisting steel with all moving parts equipped with life-time lubricating bushings.
-6
V Ebasco Specification Special Doors Project Identification Noe CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
6. GENERAL (Continued)
~ 04 All doors shall be designed such that permanent deformations will not occur under the specified loadings and thereby render the doors inoperable.
.05 Seller shall specify approximate manual effort necessary and time required to open the doors.
.06 Doors with air-tight requirement shall maintain the leakage rates as shown on Door Schedule and under Q" water gauge pressure.
~ 07 Seller shall furnish all door loads transmitted to the concrete walls for the Purchaser's design use.
~ .08 Doors shall be constructed such that their removal may be easily accomplished by use of bolted connection or other means. Seller shall indicate lifting weight of each door.
7~ DOOR TYPES Doors shall be welded steel assemblies including hinged doors, frames, anchorages, and door latch-operating mechanisms. The following door types are classified based upon combinations of service conditions as indicated in Paragraph l.
Service Conditions Door S bol
s. W a and b. WM s and c WAT a, b and c WMAT d SD R2 e PD a, c and d WATSD 8 DESIGN LOADS AND LOAD COMBINATIONS
.Ol The following loads shall be considered in the design of the special doors.
w 7 ee
Ebasco Specification Special Doors
.Pro)ect Identification No. CAR>>SH-AS-48 SECTION II DESIGN AND CONSTRUCTION
8. DESIGN LOADS AND LOAD COMBINATIONS (Continued)
a. Dead Load (D)
The design dead load shall include the door and all accessories.
b. Wind Load (Hu)
The design wind speed shall be 179 mph with gust factors included at 30 ft above ground level. Distribution of the wind load shall be made in accordance with ASCE Paper No. 3269.
cd Tornado Load (W)
The design tornado loads including the following:
Ww - The design tornado wind speed shall be 360 mph applied uniformly with height. The loading distribution shall be in accordance with ASCE Paper No. 3269. Gust factor will be taken as unity.
Wp Decrease in atmospheric pressure of 3 psi in 1.5 seconds time, at a rate of 2 psi/sec. This differential pressure can be considered as a static pressure of 3 psi acting over the entire interior surface of the door.
Vm << Tornado generated impact loads resulting from the following tornado driven missiles:
8-
Ebasco Specification Special Doors Prospect Identification No. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
8. DESIGN LOADS AND LOAD COMBINATIONS (Continued) c . Tornado Loads (W) (Continued)
WEIGHT IMPACT AREA IMPACT VELOCITY MISSILE in Am LBS Sgo FTo FPS 1 WOOD PLANK4 in. x 12 in. 200 .333 422 12ft long 2 STEEL PIPE 3in. %, sch. 78 . 0155 211 40, 10ft. long 3 STEEL ROD long f ino5g 3ft. .00545 317 4 STEEL PIPE 6in I, sch. 285 .0388 211 R4 40, 15ft dang 5 STEEL PIPE 12in 0, sch. 743 .1014 211 40, tS ft long 6 UTILITY POLE 13/in 9, 1490 .994 211 35ft long 7 AUTOMOBILE 4000 20 106 The above missiles are based upon a maximum tornado wind velocity of 360 mph.
The missile(s) having the maximum effect shall be used for design. The effect of the external missiles shall be considered from the standpoint of local penetration as well as impactive loading on the overall door structure.
Ebasco Specification Special Doors Project Identification No. CAR-SH>>AS-48 SECTION II - DESIGN AND CONSTRUCTION
8. DESIGN LQADS AND LOAD COMBINATIONS (Continued)
Seismic Loadin (OBE & DBE)
Doors covered in this specification shall be designed and furnished in accordance with Ebasco Specification "Seismic Considerations for Seismic Category I Equipment and Equipment Supports", which forms a part of this specification.
Doors assembly and its supports shall be designed to safely withstand three orthogonal components of earthquake ( two horizontal and one vertical) acting simultaneously. The response spectra model method shall be adopted for seismic malysis, the maximum structural responses due to each of the th ee components of earthquake motion should be combined by taking the square root of the sum of squares of the maximum co-directional xesponses caused by each of the three. components of earthquake moti'on .at a particular point of t5e structure or of the mathematical model. The attached response spectra curves have been developed at the support elevations for the Design Basis Earthquake (DBE) with 4 percent damping and for the Operation Basis Earthquake (OBE) with 2 percent damping. The applicable
~orizontal and vertical response spectra are a part of this specification. All doors to be assumed in the closed and locked position during the postulated phenomena.
e ~ Air Pressures (Pao& Pas)
Pao Air pressure equivalent to 1/4" of water gauge pressure.
Pas Steam pressure due to pipe rupture. Steam pressure shall be as)R2 specified in Ebasco design drawings
f. H drostatic Pressure (F F >> The hyhrnstatic pressure due to the maximum probable flood. The height of water shall be as specified in the Ebasco design drawing.
.02 The following load combinations and allowable stress'shall be considered in tM deaiun .of.. the soecial doors:
+
~
Load Combination OBE
)'
Allowable Stress S
R2 D + DBE 1.6S D + Hu (Except interior doors) S R2 Additional R2 For Door Type PD only R2 D + Pas* + DBE 1.6S D + Pas* + OBE 1.6S **The tornado atmospheric D + F + OBE S pressure load (Wp) ants D + F + DBE 1.6S opposite in direction to D + Wp** 1. 6S the steam pressure load (Pas) and the hydrostatic pressure load (F)
Ebasco Specification Special Doors Prospect Identification No. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
8. DESIGN LOADS AND LOAD COMBINATIONS (Continued)
.02 (Continued)
Load Combination Allowable Stress For Door Type W o>>y D + Ww 1.6S
For load combinations D + .5Wp + Ww 1.68 with Wm and Pas include4, R2 yielding in steel is permitted. The design For Door Type WM Only strain limits will not exceed 0.5 of the ul-D + .5Wp + Ww . 1.68. timate uniform strain of D +Ww+Wm* 1.6S the'material of the doors. A 107. increase R2 For Door Type WAT & WATSD only of minimum specified de-sign yield strength may D + Pao+Hu S be used in the analysis D + Pao + OBE S to account. for strain D+ Pao+DBE 1.6S rate effect.
D + .5Wp + Pao 1.6S D + Ww + Pao 1.6S For Door Type WMAT Only D + Ww + Wm + Pao 1.6S D + .5Wp + Ww + Pao 1.6S D + Pao + DBE 1.6S D + Pao + OBE S D + Pao + Hu S NOTE:1 ~ S: AISC or ACI Working Stress 2 For door types SD & WATSD 'hall have the minimum material thickness as specified in Ebssco design drawing.
)R2
.03 Design of the door frames and anchorage shall be such that the loads transferred to the reinforced concrete walls shall not exceed the ultimate strength of concrete as stated in the ACI 318 "Building Code Requirements for Reinforced Concrete." Concrete wall will be designed with f'c ~ 4000 psi concrete and a minimum thickness of 24 inches.
-11<<
P Jl* we . ~
Ebasco Specification Special Doors Project Identification No. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
9. FABRICATION The doors and door frames shall be detailed and fabricated in accordance with the AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings.
.01 Shearing of structural steel shall be accurate and cuts shall be clean without drawn, ragged or split edges. All copes, blocks and other re-entrant cuts shall have Q inch minimum radius fillet.
.02 All structural steel shall have the sharp edges rounded to add paint more effectively.
.03 All curved plates shall be formed to the proper shape by pressure and not by blows.
.04 Field welding shall be kept to a minimum. Field Connections shall be friction type joints, assembled with high-strength bolts, in accordance with Ebasco Specification 501 "High-Strength Bolted Field Connections for Structural Steel" Bolts shall be heavy semi-finished. One (1) hardened washer per bolt. Bolt and Nut dimensions shall conform to ANSI B18.2.1 and B18.2.2 respectively.
Bolting Material shall be in accordance with ASTM A325.
.05 Door frames shall be flush with the concrete walls. Frame corners shall be mitred and welded.
.06 Each door shall be provided with a threshold which shall extend from jamb face to Jamb face.
.07 All personnel access doors shall be equipped with suitable door closers.
.08 All doors shall be equipped with perimeter gaskets at head, Jambs and threshold.
Ebasco Specification Special Doors Project Identificati on No. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
10. WELDING Melding shall conform with the AISC Specification, and Ebasco Specification CAR-SH-ME-15, Section IV. Welders, welding operators and weld procedures shall be qualified in accordance with AWS Dl.l "Structural Welding Code".
.Ol Melding details, qualifications, workmanship and techniques for built-up welded sections shall conform with AWS "Structural Welding Code" Dl.l Section 9.
.02 Welding electrodes shall be AWS-A5.1, low hydrogen Class E70 for manual shielded metal-arc welding, or AWS-A5.17, F7X for sub-merged-arc welding, unless otherwise specified on the drawings.
Where other than Carbon Steel is specified, electrode selection shall be subject to approval by Purchaser.
.03 The edges or surfaces of the parts to be joined by welding shall be machined or thermal cut and shall be cleaned of all oil, grease, scale, and rust. Where thermal cutting, or arc gouging is done, all loose scale must be removed. Remaining kerf material (that fused during the cutting process) and cut surface'epressions must be removed by grinding or chipping.
.04 Fillet welds shall be full size and of proper profile for the full length. Butt welds shall be full penetration welds. Care shall be taken in assembling and fitting, and welding shall be controlled to minimize shrinkage stresses and distortion. Connection angles shall be clamped or otherwise held to insure close contact with beam webs during welding. All finished work shall be of good quality and have a neat appearance without warpage.
.05 Post weld heat treatment of welded assemblies shall be performed whenever the base metal nominal thickness at the welded joint is greater than 1P'. Post weld heat treatment shall be performed in accordance with the requirements of AWS Dl.l.
Ebasco Specification Special Doors Pro)ect Identification No. CAR-SH-AS-48 SECTION II DESIGN AND CONSTRUCTION ll. CLEANING AND PAINTING All steel shall first be cleaned in accordance with SSPC"SP1, Solvent Cleaning.
Only clean rags are permitted. Those portions of steel that will be embedded in concrete shall not be painted, Other surfaces shall be blast cleaned according to SSPC-SP6 "Commercial. Blast Cleaning" to a surface profile of 1-2 R5 mils. A Kean-Tator surface profile comparator or an equivalent instrument shall be used to determine the surface profile.
.Ol The shop primer shall be one (1) coat of an inorganic zinc applied in accordance with Ebasco Coating Guide CP-43..
.02 Top coat will be applied by Purchaser in the field, after erection.
.03 Areas within 2 inches of field welds shall not be painted.
12. NON-DESTRUCTIVE EXAMINATION Non-destructive examination and acceptance criteria for weldments shall be as follows:
.Ol Welds shall be visually examined to insure that there are no slag inclusions, craters cracks, arc strikes sharp nicks gouges or sharp undercu'ts. All fuli penetration butt weids shall also be 100 percent radiographed, where accessible. All full penetration T-welds, and full penetration butt welds which" cannot be radiographed, shall be examined, as follows:-
a. Magnetic Particle or Liquid Penetrant examination of the root pass and final weld layer(s) .
b Ultrasonically test the completed weld.
.02 Procedure for non-destructive examinations shall be in accordance with AWS Dl.l, Section 6, with acceptance 'criteria as specified in Section 9 of AQS Dl.l, except as modified below: I V N %h Wl j, ~ 4~ lt ~~
Ebasco Specification Special Doors Project Identification No. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
12. NON-DESTRUCTIVE EXAMINATION (Continued)
.02 (Continued)-
a. Section 6, Paragraph 6.10:
i. Single film densities for single film viewing shall not be less than 2.0 nor greater than 3.8 (H&D).
Conversely, radiographs for super-imposed reading (double viewing) shall have film densities of 2.6 to 3.8 (H&D). In. no case shall any single film for super-imposed reading have a photographic density of less than 1.3 nor greater than 1.8 (H&D).
ii. Type 3 film shall not be permitted.
Radiography shall be performed with a geometrical unsharpness maximum of 0.020 inch for material thicknesses up to 2 inches, a maximum unsharpness not exceeding 0.030 inch for thicknesses over 2 inches through 4 inches and geometrical unsharpness not exceeding 0,050 inch for materials thicker than 4 inches.
b. Section 9, Paragraph 9.25.2:
i. The maximum dimension of any "isolated" pore (i.e.,
porosity) separated from an adjacent pore by 1 inch or more shall not exceed 1/4 inch diameter.
ii. Fusion type defects are reassessed as follows:
Welds containing- any zone of incomplete fusion and/or
'inadequate penetration are unacceptable, except that the limitations for slag inclusions as shown in Figure 9 25.2.1 are acceptable.
.0 3 Any defects found shall be repaired by grinding and rewelding in accordance with a Purchaser approved procedure. Repaired welds shall be inspected as per the aforementioned.
.04 All'ersonnel performing non-destructive examinations shall be qualified in accordance with ASNT>>TC-LA.
Ebasco 13 Specification Special Doors Project Identification No. CAR-SH-AS-48 SECTION The purpose ments II for all specification. 't DESIGN AND CONSTRUCTION UALITY ASSURANCE RE UIREMENTS of this paragraph is to define the quality assurance require-Seismic Category I items of the special doors in this is the intent that all resultant documentation of pertinent information will provide both a documentation of compliance with applicable codes and procedures and a basis from which a continuing program of code compliance documentation can be maintained during maintenance.
.01
.02 Prior to award of contract, a controlled copy of Seller's +ality Assurance/Control Manual, submitted to Purchaser for review and acceptance, which shall include a description of his Q.A. organizat-ion. In addition, this description shall include Seller's method of base material and welding material documentation, traceability and marking as well as such other documents that are required to describe his quality control; e.g., design control, control of drawings, non-conforming items, equipment calibration, receiving inspection, The for review a.
and quality control audit program.
Seller shall submit to the Purchaser the following documents and comment prior to fabrication or manufacture, as applicable.
Welding procedures (including weld repair procedures),
and procedure qualifications, snd test reports, Welder qualification test reports shall be .available for review by Purchaser's Vendor +ality Assurance Representatives.
b. Radiography procedures.
'c. Liquid penetrant and/or magnetic particle procedures.
d. Ultrasonic procedures.
e. Heat treating and/or stress relieving procedures
f. Cleaning and coating procedures.
Ebasco Specification Special Doors Project Identification No. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
13. VALI'SSURANCE RE UIREMENTS (Continued)
.02 (Continued) ge Visual Examination Procedure.
R5
h. Packing, shipping, handling and storage procedures.
i'hecked design calculations and drawings.
j. Fabrication sequence, including required inspections and tests for information only.
R5
.03 Welding materials shall be identified and controlled so that they can be traced to each welded section of the doors and door frames or else a controlled procedure shall be employed which insures that the specified materials are used.
.04 The following types of data shall be included in the final R5 documentation package:
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Ebasco Specification Special Doors Pro)ect Identification No. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
13. UALITY ASSURANCE RE UIREMENTS (Continued)
.04 (Continued)
a. Material Certifications
i. Certified Material Test Reports - actual results of required chemical analyses, tests and examinations for ASTM materials used, including welding materials. If Certified Material Test Reports are not available, a Certification of Compliance indicating that the material conforms to the requirements of the ASTM Specification.
b, Fabrication Data R5
i. As-built drawings.
c. Examination Ins ection and Test Data
i. Non-destructive Examination Reports - including date of examination, name of personnel performing examination, results of examination, and level of qualification of individual performing examination.
ii. Certificate of compliance regarding seismic requirements; such certification shall identify the equipment involved by serial or part number and shall reference specific seismic criteria.
Ebasco Specification Special Doors Project Identification No. CAR-SH-AS>>48 SECTION II - DESIGN AND CONSTRUCTION
13. UALITY ASSURANCE RE UIREHENTS (Continued)
,05 The Carolina Power and Light Company, Ebasco Services Incorporated and the Nuclear Regulatory Commission (NRC) shall have free access, at all times,to the shops where'material is being fabricated or tested, and the Seller shall provide the Purchaser with reasonable facilities for inspection, witnessing tests and examining records.
Seller shall give the Purchaser adequate notice (minimum 5 working days) prior to the performance of those operations Ebasco desires to witness.
.06 Seller shall forward a signed copy of the "Release for Shipment" foxm, which will be provided by Ebasco's Vendor Quality Assurance Representative, with the equipment or any partial shipment thereof.
'4. UPJ,ITY ASSURANCE RECORDS F 01 All Quality Assurance Records shall be adequately identifiable to the material and/or hardware or a system established which will insure that the specified ASTM materials are used.
.02 All procedures, records and other documentation shall be submitted for review and disposition, as follows:-
a. Three copies of each procedure, with copy of transmittal letter shall be sent to the Ebasco Project Quality Assurance Engineer.
for the Shearon Harris Project. The Seller shall be in receipt of procedure approval from Ebasco befor'e performing work in accordance with that procedure.
b. If applicable, one set of radiographic film and corresponding interpreter information shall be submitted to the Ebasco Project Quality Assurance Engineer, New York Office, fox review and disposition. Upon completion of the review, film will be returned to Seller for proper storage in accordance with requirements of governing codes or contractual agree-ments. Ebasco must, review all radiogxaphs.
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Ebasco Specification Special Doors Project Identifiation No. CAR-SH-AS-48 SECTION II DESIGN AND CONSTRUCTION
14. UALITY ASSURANCE RECORDS (Continued)
~ 02 (Continued)
One copy of all other records, documentation, test data, non-conformance reports and certifications required by this purchase order shall be shipped as a package to the Ebasco Quality Compliance Coordinator at the Construction Site . Documentation, which the pur'chas'e order requires to be delivered to shall be delivered to the jobsite simultaneously the'urchaser, with>oi'rior toidelivery of the equipmerit.
i. Documentation provided shall be legible, reproducible, and complete ii. A QuaB.ty Compliance Data Package Index Sheet shall be provided as part of the documentation package which will delineate by title and quantity all of the Quality Compliance documents within the data package. The document should be sequentially numbered in any manner Seller desires for easy identification and correlation. In addition, Seller is to provide a statement certifiying that theQuality Compliance Documentation Package is complete. In the event the data package is not complete at the time the package is aubmitted, Seller 'is to qualify the certification statement by indicating what documents are yet to be provided.
.03 Seller shall provide a statement of certification signed by a responsible person from Seller's Quality Assurance Department. The statement should be sufficient to specifically identify the purchased material, such as by the Purchaser's order number, supplements: or item number, traceable to the item. The statement shall also indicate that all contractual requirements have been met and that, if there are any approved non-conformances, they shall be so listed.
Certificates shall be delivered to the jobsite simultaneously with, or prior to, arrival of equipment or material.
.04 Deviations from the requirements of this specification shall be reported on Purchaser's Form QC-ll and submitted to the Purchaser's Project Quality Assurance Engineer for review and concurrence.
mess@i@ ~ d <XC tsest t'fu'ps 'rds.Cdu44leWemcess seNNepvp Nt4% unssAsltoem. esesewAmssernesmssssessm sum'se Ebasco Specification Special Doors Project Identification No. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
]5 ~ ASSEMBLY AND ERECTION The doors and door frames shall be shop assembled to the maximum extent possible to minimize field erection time and labor.
.01 Seller shall provide complete erection instructions, diagrams showing location and number of each part of any other information which will be helpful for field erection of the doors and door frames.
16 ~ MANUALS AND SPARE PARTS LIST' The Seller shall provide a manual for operation and maintenance including a list of recommended spare parts and their prices.
This manual shall be complete and shall include sufficient data concerning operating instructions, maintenance procedures, special test procedures sdn/ rnother instructions, pertinent to this ~secffic equipment. In I
~
it P
addition, shall specify frequency of inspection and overhaul. Manuals shall be forwarded in the quantity, distribution list, and within the time specified in Purchase Order.
17. SHOP INSPECTION Material and workmanship shall be sub)ect to shop inspection by Purchaser to insure conformity with this specification and terms of the order.- No material shall be shipped without prior written consent of the Purchaser.
Acceptance of material by Purchaser for shipment does not relieve Seller from the responsibility that all material furnished shall be free from defects and suited in all respects for the purpose intended.
18e PACKAGING SHIPPING HANDLING AND STORAGE Each door and its components shall be properly packed and protected before shipment so that it will reach the site without damage and with all surfaces clean. In order to prevent damage during shipment, Seller shall carefully, pack and brace all .components, within container or on carrier.
.01 All surfaces shall be adequately protected and covered to prevent damage and corrosion.
.02 Metal straps, fasteners or covers .shall not be tack welded to any manufactured part.
.03 Container marking shall include components identification and any special storage/maintenance or handling instructions.
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Ebasco Specification Special Doors Project Identification No. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
18. PACKAGING SHIPPING HANDLING AND STORAGE (Cont'd)
~ 04 Each main component of each door shall be clearly identified with proper name plates indicating tag number, safety class, capacity and other pertinent information.
~ 05 An ample quantity of paint for touch-up after field erection shall be shipped with the unit
~ 06 Small pieces and parts shall be separately boxed for shipment. Boxes or other shipping units shall be clearly marked to indicate the Purchase Order and other component identification and shall include any special instructions e.g., Fragile, Desicant Inside, C.G., This Side Up, etc. Large and heavy ihipping units shall have suitable skids for moving or provisions for lifting with slings.
In addition the Seller shall provide long-term storage/maintenance instructions which shall be included in the instruction manual or shipped separately with the equipment. Long-term storage is defined as a period of greater than one year and up to a limit of eight (8) years. The long-term storage/maintenance instructions shall define the minimum acceptable storage conditions that Owner is expected to provide for storage of Seller's equipment e.g., whether it would be required to store indoors with provisions for heat and temperature control or stored indoors without heat and temperature control or stored outdoors etc. 'Ihe long-term storage instructions shall also include requirements, where applicable, for changing of desicants, shaft rotation, energization of space heaters, reapplication of preservatives, lubricants, packing or any other maintenance operations that must be performed for the item in order to provide protections from any deterioration due to long-term storage.
Equipment identified in this specification shall be classified as Level D as per ANSI N45.2.2. %he'cXassification represents the highest level required for the equipment assuming that equipment will be shipped as a single item.
If the equipment is to be shipped in more than one piece, and such components can be categorized in different levels, Seller is to include in his packaging procedure or in a separate procedure, provisions for packaging accordingly as well as informing Purchaser of his recommended classifications therein.
Purchaser shall comply with the requirements of the Nuclear Regulatory Commission's Regulatory Guide 1.38, "Quality Assurance Requirements for Packaging, Shipping, Receiving, Storage and Handling of Items for Water-Cooled Nuclear Power Plant". Seller shall comply with these guidelines and shall submit his proposed packaging and shipping procedure to Purchaser for review and coaxaent.
Project Identification No. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
19. Control Door Criteria R2
.01 Doors designated as "Bullet Resistant" shall comply with UL 752 "High Power Rifle Rating (30.06 Caliber)".
.02 The doors to be equipped with key locks where required shall be in compliance with UL 437 and NRC Regulatory Guide 5.12. Padlocks shall not be used. The locks shall have a minimum of six (6) pins with ten (10) key cutting levels per pin and shall be resettable without removing the doors. Key locks are to be similar to "Best Lock Co." Catalog Number 2187EW. Cores and keys will be provided by Purchaser. Neither the lock nor strike will represent a struct-ural weakness in the door. Destruction of the exposed portion of the lock shall not result in unlocking of the door or exposure of the remainder of the locking device. The lock shall override the electric actuation device, where provided, to assure emergency ingress. Free egress shall be avilable for all "PH" designated doors.
20. Access Control Hardware
.Ol All access control hardware shall be located on the secure side (non-key side) of the door except the flexible electrical. connec-tion on reverse doors;
.02 Cover plates shall be provided on the unsecure side (key-side) of control doors, to protect latching and strike mechanism where ex-posed.
.03 Electric actuation device, during operation.
if used, shall be free from binding
.04 All electrical monitoring contacts provided by Seller shall be capable of accepting an "End of Line" Supervision circut (by Purchaser).
.05 All control doors must be capable of accepting balanced magnetic door position switches (supplied by purchaser); the switches shall be mounted at the top of the door on the secure side and as far as possible from the hinge side.
<<23>>
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Ebasco Specification Special Door Pro)ect Identification No. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
20. Access Control Hardware (Cont 'd) R2
.06 Electric actuation device, that will unlock if used, shall have a built-in solenoid the door when energized, and a switch to indicate whether the bolt is extended or withdrawn. I Electric strikes, if used, shall have a built-in switch to indicate I I
the lock bolt position (engaged or not engaged). I I
All the switch contacts shall be easily changed from normally open I (or closed) to normally closed (or open) by Purchaser.
~ 07 Electric Actuation device shall operate from Purchaser's power sources ( To be specified later )
.08 Seller shall provide lock sets as manufactured by "Best Lock Co."
Catalog No. 2187EW or approved alternate without cores or keys which shall be supplied by Purchaser. This lock shall be provided with a limit switch in the lock strike to indicate locked/unlocked mode. The switch shall be Folger Adam AS-SW-104A or approved alternate.
.09 The inactive leaf of a double door shall be provided with a key-operated mechanism on the secure side that will lock the door into the upper door frame and the floor. A bolt position switch shall be provided to indicate locked/unlocked mode independent of the active leaf lock indicator.
.10 Seller shall provide all wiring for devices mounted in or on the door. The wire must not be exposed and shall be run either through th'e door or in rigid steel conduit and out(through a hollow hinge) to a common terminal point (or two points for double doors) for interfacing with Purchaser's cabling /wiring.
Electrical control access hardware including wiring, mounted on the door frame or stop shall be protected by a rigid steel enclosure supervision circuit (to be supplied by Purchaser), an opening for a lg-in conduit entrance, terminals for Purchaser's electrical connec-tions, and a tamper switch to indicate whether the enclosure has been removed.
.12 All wiring and terminals shall be marked. and referenced by, applicable wiring diagrams supplied by Seller.
.13 Wiring/termination provided by Seller shall be in accordance with Electrical Attachment No. 2 attached herein, regarding Non-Class
Pro)ect Identification Ho. CAR-SH-AS-48 SECTION II - DESIGN AND CONSTRUCTION
21. Fire Rated Door Criteria R2 For those special doors and related hardware called for in this Specification and/or shown on the Ebasco design drawings "Door Schedule" which require a fire rating shall be designed and constructed to comply with NFPA-80 "Standard for fire doors and windows" to achieve a rated door equal to the "A Label"-
three (3) hour fire rating.
.01 These doors upon delivery shall be accompanied by a "Letter of Certifica-tion" that states the door is guaranteed to be equivalent to a "Certified 3 Hour A Label type fire rated door".
Ebasco Specif ication Project Identification No. CAR-SH-AS-48 Supplement No. 1 WATERTIGHT BULKHEAD DOORS
1. SCOPE This specification supplement covers the requirements for designing, fabri-cating, furnishing, testing, shop painting and shipping watertight bulk-head type steel doors. Doors shall be custom fabricated or may be Seller' warehouse stock if they fulfill the requirements of the order and of this specification.
.Ol The doors identified on the door schedule as watertight (WT), shall be furnished as shown on Ebasco contract drawings, which form a part of this specification. These drawings show the limiting dimensions of the doors but are not intended to define or restrict the details of design. Final design and details shall be submitted by Seller to Purchaser for review and approval.
2. WORK INCLUDED
.Ol In addition to the work described in this supplement, Seller shall also provide the following:
a. Doors and door mounting frames. Each door shall be complete with gaskets, hinges, closer, latching device, locking device and hardware as specified on the door schedule and this specification.
b. Packaging, shipping, handling and storage shall be in accordance with para. 18 of the main Specification.
c. Manuals and Spare Parts List shall be in accordance with para. 16 of the main Specification.
Shop Inspection Requirements shall be in accordance with para. 17 of the main Specification.
e Cleaning and Painting shall be in accordance with para. 11 of the main Specification.
3. WORK BY OTHERS
a. Installation of embedded angle frame to receive Seller's door frame.
b. All concrete work.
c. Mounting and welding Seller's door frame to Purchaser's embedded angle frame.
d. Final painting of doors and door frames.
~
~
~ ~
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Ebasco Specification Project Identif ication No. CAR-SH-AS-48 Supplement No. 1
4. APPLICABLE STANDARDS The doors shall be in accordance with this specification and shall comply with All Federal and North Carolina State laws and local ordinances, and with the following codes and standards in addition to the codes and Standards specified on page 2 of this specification. Unless otherwise noted, the document with addenda, amendments and revisions in effect on the date of the purchase order shall apply. Later editions may be used by mutual consent in writing between the Seller and Purchaser.
.Ol American Society for Testing and Materials (ASTM)
a. ASTM D2934 - Standard Method for Testing Rubber Seals Compatibility with Service Fluids
b. ASTM A479 " Stainless and heat resisting steel wire, bars, and shapes for use in boilers and other pressure vessels
5. CALCULATIONS AND DRAWINGS Seller shall furnish for Purchaser's review and acceptance checked design calculations and shop drawings prior to fabrication of the doors and door frames. R5
.0 .Ol Shop drawings shall show door frame details of construction, gasket details, details of attachment to Purchaser's embedment, methods of assembling sections, in-stallation of hardware, sizes, shapes, thickness of all materials, joints and connec-tions, welding details including identification of welding and nondestructive proce-dures, a bill of materials showing all material required, and the installation tolerances for the embedded door frame angles furnished by Purchaser.
.02 Purchaser's review and acceptance of drawings, procedures and calculations shall not relieve Seller from entire responsibility for engineering, design, workmanship and material under the contract.
6. MATERIALS Material for the doors and door frames shall conform to the following:
.01 Structural steel plate and shapes shall be carbon steel con orming to ASTM Specification A36.
.02 Bolting material if required shall conform to ASTM Specification A325. Welding of high-strength bolting material is prohibited.
Ebasco Specification Project Identification No. CAR-SH-AS-48 Supplement No. 1
6. : MATERIALS (Cont'd)
.03 Gaskets shall be stogie 1/2 gn. diameter "0" ring sgltcone rabber compressdon )
R6 seal arrangement, conforming to ASTt4 D2934, and shall be watertight. Seller shall furnish details of type of gasket to meet this requirement and indicate limits:of radiation resistance. Seller shall indicate the service life of the gasket material used, and it should not be less than three (3) years. Gasket material shall be sub)ect to a temp range of 30 to 104 F and a continuous radiation dose rate of 0.25 mrads /hour or a cumulative dose of 75 rads for a three year period.
.04 All material used for shafting, hinge pins, and closing hardware shall be stainless steel Type 304 or Purchaser approved alternate, and conform to ASTM A479 Specifications.
7. DESIGN CRITERIA AND LOAD COMBINATIONS The doors and door frames shall be designed in accordance with. the AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings".
.01 The following loads shall be considered in the design of the doors and door frames:
a. Dead Load (D)
R5 The design dead load shall include the door and all accessories.
b. H drostatic Load (H)
The design hydrostatic load shall consist of a pressure of 10 feet
.of water, assumed to be acting in either direction.
c. Seismic Loadin (OBE and SSE) For Seismically Designed Category I Doors The design seismic loads shall be in accordance with para. 8d, 8.02 and 8.03 of the mann Specification.
Ebasco Specification. Pro5ect Identification No..'CAR-SH-AS-48 Supplement No. 1
7. DESIGN CRITERIA AND LOAD COMBINATIONS (cont'd)
.02 The doors and door frames shall be designed for the following load combinations (in the closed position):
a.. D + H + OBE4 b.* D+ H+ SSE
For seismic Category I doors only.
.03 The doors (excluding the locking device) shall remain functional and in the closed position during and following all loading conditions.
.04 Doors and door frames shall be designed to transfer all loads into Purchaser's embedded angle frame.
.05 Doors and door frames shall be completely watertight,
8. ALLOWABLE STRESSES The doors and door frames shall be designed within the following allowable stresses:
R5 Load Combination (Paragraph 7.02) a Normal AISC Allowable stresses 60Z increase in Normal AISC Allowable Stress*
In no case shall design stress be permitted to exceed 96 percent of material yield stress (shear yield to b'e assumed as 0.577 times tension yield) ~
.0] For seismically designed doors, the stresses resulting from the three orthogona
~ seismic forces shall be combined by using the square root of the sum of the squares method.
A)2 The doors and door frames shall be designed and detailed by Seller in accordance with the criteria presented in this specification. The Seller shall submit to Purchaser the loads transferred to the concrete walls by virtue of said design for Purchaser's review and acceptance.
9. FABRICATION The doors shall be welded steel assemblies including hinged doors, door latch operating mechanisms and watertight seals. Door assemblies shall be detailed and fabricated in accordance with the AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings".
.Ol Shearing of structural steel shall be accurate and cuts shall be clean without drawn, ragged or split edges. All copes, blocks and other re-entrant cuts shall have 1/2 inch minimum radius fillet.
Ebasco Specification Prospect Identification No. CAR-SH-AS-48 Supplement No 1
9. FABRICATIONS (cont'd)
.02 All structural steel shall have the sharp edges rounded to hold paint more effectively.
.03 All curved plates shall be formed to the proper shape by pressure and not by blows.
.04 Field welding shall be kept to a minimum, and should be restricted to the Seller's mounting frame welded to the Purchaser's embedded frame. Required weld detail shall be determined by Seller and shown on his drawing.
.05 Provisions shall be made for locking the doors from the outside. When locked, the doors shall be capable of being opened from the inside.
R6
.06 Each door shall be provided with hardware especially designed to withstand the anticipated loading forces. Hinges shall be equipped with lubricated radial and thrust bearings.
07 Each door shall be provided with a heavy duty, tamperproof, locking and latching device which shall be of a type as manufactured by the Best Lock Corporation, Indiana-polis, Indiana, or approved equal.
.08 Each door shall be provided with a threshold which shall extend from gamb face R5 to )amb face.
.09 All doors shall be equipped with perimeter gaskets at head, )ambs and threshold.
.10 Design of the doors shall be such that one man can open, close and latch the doors with a maximum exerted force of 50 pounds. Doors shall be equipped with suitable door closers and latching devices.
.11 Provisions shall be taken to minimize galling between stainless steel moving parts. The use of lubricants is sub)ect to Purchaser's approval.
10. GELDING All welding shall be in accordance with the requirements of AWS Dl.l, Section 9, Design of New Bridges, and the following:
.01 Welding procedures shall be written and qualified in accordance with AWS Dl.l and applicable requirements of this specification.
.04 Care shall be taken in assembling and fitting, and welding shall be controlled to minimize shrinkage stresses and distortion. All finished work shall be of good quality and have a neat appearance without warpage.
-'30-
Ebasco Specification Project Identification No. CAR-SH-AS-48 Supplement No. 1
10. WELDING (cont'd)
.03 Welding electrodes for joining carbon steel materials shall be AWS A5.1 low hydrogen Class E70XX for manual shielded metal arc welding, or AWS A5.20 E70 T-1 or E70 T-5 for flux-cored arc welding. Welding materials to be used for joining carbon steel to stainless steel shall be AWS A5.4 Classification E309 or AWS A5.9 Classification ER 309.
.05 Edges or surfaces of parts to be joined by welding shall be prepared by machining, grinding or thermal cutting.
.06 Shop and field welding shall be continuous so that moisture cannot enter the space between members.
,07 Preheat and interpass temperature shall be in accordance with AWS Dl.l Table 4.2.
TESTING
.Ol Doors and door frames shall be leak tested as follows:
ao General Each door assembly shall be leak tested at a test pressure of 5 psi unseating. If the assembly passes, the door shall be accepted. R5 it If the assembly fails, shall be rejected.
shall be reworked to the satisfaction of the Rejected assemblies purchaser and shall be retested.
R6
b. Leak Test After a satisfactory chalk test, the door assembly shall be secured to the test jig or tank, with the door panel securely dogged.
Utilizing a calibrated water gauge, fill the cavity between the panel and frame from the city water supply to the pressure above.
Close the shut off valve. Maintain this pressure for three minutes and inspect visually around the periphery of the gasket and operating shafts for any indication of leakage. If there is no pressure drop and no visual indication of leakage in three minutes, the test is satisfactory. If there is any pressure drop or indication of leakage, make any adjustment or repairs and retest the door. 'After completion of testing, check the door for satisfactory operation after test. All results of these tests shall be documented.
.02 Doors shall be tested for operability in accordance with Seller's procedures which shall be submitted to Ebasco for acceptance.
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Ebasco Specification Project Identification No. CAR-SH-AS-48 Supplement No. 1 ll. TESTING (Cont'd)
.03 For non-destructive examination and acceptance criteria for weldments refer to description in para. 12 of the main specification.
12. UALITY ASSURANCE RE UIREMENTS FOR WATERTIGHT SEISMIC CATEGORY I DOORS The quality assurance requirements of para. 13 and 14 in Section II R5 of the main part of this specification shall apply to watertight doors classified as seismic Category I.
13. UALITY ASSURANCE RE UIREMENTS FOR WATERTIGHT NON-SEISMIC DOORS The quality assurance requirements for those watertight doors that have no seismic classification shall be in accordance with applicable industry standards.
1 1
OOCUllEsVI'ONTROL IZE.
APR 26 1983 Prospect Identification No. CAR-SH-AS-54
-HL,uu K Order No. PO 0
S HQBON HARRls
+AS l'l i P
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SE&KlNES, 'INCORPORATED EI549+ )\EGIN/ICATION NY-435272
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THIS SPECIFICATION INCLUDES FIRE PROTECTION E UIPMENT
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PURCHASER: EBASCO SERVICES INCORPORATED AGENT OWNER: CAROLINA POWER & LIGHT COMPANY OPERATING COMPANY: CAROLINA POWER & LIGHT COMPANY PROJECT: SHEARON HARRIS NUCLEAR POWER PLANT UNIT NO.: 1 2 3 & 4 NOMINAL KW 900 000 KW PER UNIT LOCATION: WAKE COUNTY NORTH CAROLINA SELLER: PIONEER INDUSTRIES CARLSTADT NJ "THIS DOCUMENT IS DELIVERED IN ACCORDANCE WITH AND IS SUBJECT TO THE PROVISIONS OF SECTION X OF THE CONTRACT BETWEEN CAROLINA POWER & LIGHT COMPANY AND EBASCO SERVICES INCORPORATED DATED SEPTEMBER 1, 1970, AS AMENDEDe" N.C. PE License No. 6498 u'~ g/ CP&L Revisions ~roval Original 12-20-78 R Chamides , D Houghton 01-11-79 RI 04-27-79 R Chamides D Houghton All 05-18<<79 R2 09-25-AO R Chamides D Houghto i,l,2,5,18<<23 ,09-24-80 R3 J Kaplan . D Houghton 1,3-15,17-23, i 09-24-81 R4 12-13-82 E Saon K Ilachxnykx g.g x, 2, 3 Q Cu~ I/~+I> DCN Incorporated 650-781 10-25-82 R5 4-11-'SS I Sion /S Ilacnjnski
'/. ~~ 66 E DCN Incorporarea ssj/53 650-795 1/14/SS c COPYRIGHT 1978, 1981, 1982, 1983 EBASCO SERVICES INCORPORATED TWO WORLD TRADE CENTER NEW YORK
EBASCO SERVICES INCORPORATED EBASCO SPECIFICATION FIRE AND CONTROL DOORS AND HARDWARE SEISMICALLY AND NON-SEISMICALLY DESIGNED EQUIP CONTENTS
~Para ra h ~Pa e Scope 1 1 Responsibility and Performance 2 3 Calculations and Drawings 3 5 Standards and Codes 4 5 Design Criteria and Construction 5 7 Materials and Construction 6 13 Access Control Hardware 7 15, Shop Drawings 8 16 Coatings 9 16 Assembly and Erection 10 Manuals and Spare Parts Inspection List ll 12 17 17 17 Shop Packaging, Shipping, Handling and Storage 13 17 Design Loads and Load Combinations 14 18 R2 Fabrication 15 20 Welding of Doors 16 20 R3
.Quality Assurance Requirements for Fire and 17 21 Seismically Designed Doors Attachment R2 Electrical Attachment Number 1 rev 5 July 21, 1976.
c COPYRIGHT 19%8, 1981, 1982, 1983 EBASCO SERVICES INCORPORATED TWO WORLD TRADE CENTER NEW YORK
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Ebasco Specification Fire and Control Doors and Hardware Prospect Identification No. CAR-SH-AS-54 SCOPE
~ Ol This specification covers the requirements for designing, fabricating, furnishing, shop coating, testing and shipping of the door assembly and required hardware that are sub)ected to any of the special service conditions or combinations of them. All doors with combined requirements as listed below are also indicated on the architectural door schedule drawings with corresponding door number. All Vendor details and R3 specifications shall be approved by Nuclear Mutual Limited (NML) prior to the commencement of fabrication. Individual door assembly approvals shall be by "Certificate of Compliance." See Paragraph 2.03.
The following legend indicates the various types:
A ~ Control Hinged - Security controls only.
B Fire - Hinged - Certified fire rated 3 hour "A Label" type construction.
0 D C ~ Fire - Sliding construction.
Fire - Hinged construction.
- Certified fire rated Certified fire rated 3 hour "A Label" type l-l/2 hour "B Label" type R2 SD Seismically Designed NSD ~ Non-Seismically Designed e A/NSD Control Door Assembl and Hardware - Hinged These doors shall be control only See criteria Paragraph 5.01 for differential criterias of Types A, B, C, D.
e A/SD Control Door Assembl and Hardware - Hinged This door shall be Type A with seismically designed qualifications combined.
e A-B/NSD Control and Fire Door Assembl and Hardware - Hinged This door shall be as Type A combined with Type B Pire Requirements R2 Certified Eire rated 3 hour3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months "A Label" type construction.
e A-B/SD Control and Fire Door Assembl and Hardware - Hinged This door shall be Type A and B with Certified fire rated 3 hour3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months "A Label" R2 type construction with seismically designed qualifications combined.
Ebasco Specification Fire and Control Doors and Hardware Prospect Identification No. CAR-SH-AS-54 SCOPE (Coot'd)
.01 (Cont'd) e B/NSD Fire Door Assembl >> Hinged No control devices Certified fire rated 3 hour3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months "A Label" type construction only.
e B/SD Pire Door Assembl -Hi ed. Certified fire rated 3 hour3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months "A Label" type construction seismically designed construction - No Control Devices e C/SD Fire Door Assembl -Slidin . Certified fire rated 3 hour3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months "A Label" R2 type construction - seismically designed construction - No Control Devices e D/NSD Fire Door Assembl -Hi ed. Certified fire rated 1-1/2 hour "B R2 Label" type construction No Control Devices R4
Ebasco Specification Fire and Control Doors and Hardware Project Identification No. CAR-SH-AS-54 SCOPE (Catt'd)
.02 Ebasco Project Drawings for reference.
Architechtural Reference Drawings:
CAR-2168 SK 6418-223 ADoor Schedule Sheet 1 R4 CAR"2168 SK 6418-224 A,Door Schedule Sheet 2 CAR-2168 SK 6418-225 A,Door Schedule Sheet 3 2~ RESPONSIBILITY AND PERFORMANCE Seller shall be solely responsible for the adequacy of design, penetration resistance materials, fabrication, delivery, quality assurance, testing and shop prime painting of the doors frames, and transom panels in compliance with this specification. Review, inspection and examination by Purchaser of R3 drawings, design, procedures, materials or fabrication shall in no way relieve Seller of this responsibility.
Seller shall guaranty that all "Seismically Designed and/or Pressure (positive R3 or negative) Doors Assemblies" will not be subject to permanent deformities resulting from pressure impact.
Deviations from this specification after acceptance of the Purchase Order by Seller shall be submitted in writing for Purchaser's review and written approval.
~ Ol .The following work shall be included and provided by Seller:
a Preparation and responsibility for the complete design of the door assemblies and hardware, in accordance with the "Design Criteria" (Section 5), and applicable codes and standards as specified herein.
P
Ebasco Specification Fire and Control Doors and Hardware Prospect Identification No. CAR-SH-AS-54 20 RESPONSIBILITY AND PERFORMANCE (Cont'd)
~ 01 (Cont'd) b - Furnishing, fabricating, shop painting, transporting to the
'site and all materials required for the door assembly complete with hardware as specified.
c Required Hardware All hardware indicated in this specification including that required for control, fire and seismically designed doors shall be the responsibility of this door Seller.
Hardware shall be shop installed wherever possible. Should specific doors require site installation of hardware, door Seller shall provide all cuts and templates as needed prior to R3 shipping'or installation of the hardware after erection by others.
d - Preparation of complete shop drawings.
e Preparation of complete design calculations.
f Assistance to Purchaser in providing replies to Regulatory Agencies. As part of such assistance, Seller may be required to'
- Provide whatever may be necessary in the way of theoretical studies, investigations, tests, supporting data and reports concerning the area of Seller's
'esponsibility.
ii Provide qualified personnel to make appearances, as required, at hearings upon the request of Purchaser.
A
~ 02 The following work shall be provided by Purchaser.
All concrete work, the setting of door frames, and installation of doors.
Special instructions, templates, and other pertinent information required for setting of door assemblies shall be provided by Seller.
~ 03 Letters of Certification for Fire Doors Assemblies.
All fire doors indicated on the door schedules under "Remarks Fire Rate Hours column as 3 or l-l/2 hour" correspond to:
3 Certified fire rated 3 hour3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months "A Label" type construction R3 l-l/2 Certified fire rated l-l/2 hour "B Label" type construction
Ebasco Specification Fire and Control Doors and Hardware Prospect Identification No. CAR-SH-AS-54 2~ RESPONSIBILITY AND PERFORMANCE (Cont'd)
~ 03 Letters of Certification for Fire Door Assemblies (Cont'd)
All doors in this category when delivered on site shall be accompanied by a verified copy of the "CERTIFICATE OF COMPLIANCE FOR 3 or l-l/2 HOUR CERTIFIED FIRE RATED ("A or B" LABEL TYPE) CONSTRUCTION." Seller shall submit a copy of R2 the "CERTIFICATE to be used for NML (insurer) APPROVAL."
3. CALCULATIONS AND DRAWINGS F 01 Seller. shall furnish for Purchaser's review and approval checked design calculations and shop drawings for review and approval of both seismically and non-seismically designed conditions as required prior to fabrication of the doors and door frames.
.02 Shop drawings shall show door and frame details of construction anchorage, methods of assembling sections, installation of hardware, sizes, shapes, thickness of all materials, points and connections, nonMestructive examinations, welding details including identification of welding procedure, and a bill of materials.
.03 . Purchaser's review and approval of drawings and calculations shall not relieve Seller from entire responsibility for engineering, design, workmanship and material under the contract.
.04 Details of all control hardware provided by Seller which Seller determines should be kept from public disclosure shall be marked confidential and such information shall be submitted as separate documents.
4~ STANDARDS AND CODES AWS American Welding Society Dl.l Structural Welding Code Dl ~ 3 Specification for Welding Sheet Steel in Structures R3 A5 ~ 1 Specification for Mild Steel Covered Arc Welding
'Electrodes A5.18 E70S-X Spec for Carbon Steel Filler Metals for Gas Shielded R3.
Arc Welding American Society for Testing and Materials Specification for Structural Steel A240 - Specification for Heat"Resisting Chromuim and Chromium Nickel Stainless Steel Plate, Sheet, and Strip for R5 Fusion Welded Unfired Pressure Vessels.
Ebasco Specification Fire and Control Doors and Hardware Pro)ect Identification No. CAR"SH-AS-54
4. STANDARDS AND CODES (Cont'd)
American Society for Testing and Materials (Cont'd)
A366 Standard Specification for Steel, Carbon, Cold Rolled R3 Sheet Commercial +ality A525 - Zinc Coated (Galvanized) Hot Dipped Steel A108 - Cold Finished Carbon Steel Bars and Shafting A569 Hot Rolled Carbon Steel Sheet 6 Strip D1056 Specification for Sponge and Expanded Cellular Rubber Products. R3 E152 Fire Test for Door and Assemblies SSPC Steel Structure Painting Council SP6 - Commercial Blast Cleaning PA1 - Shop, Field and Maintenance Painting OSHA- Occupational Safety and Health Administration I
NRC Nuclear Regulatory Commission Regulatory Guide 5.12 - General Use of Locks Nuclear Mutual Limited Property Loss Prevention Standards for Nuclear Generating Stations R3 Interim Federal Specification W-AW0459B >>
Security Components for Interior Alarm Systems Section 4.6, Paragraph 3.5.2 (1)
UL Underwriter's Laboratories 437 - Key Locks 752 - Bullet-Resisting Equipment - High Power Rifle Rating D-UL-10B Fire Test or Door Assemblies R3 Factory Mutual System Factory Mutual System Approval Guide, 1981 [R3
Ebasco Specification Fire and Control Doors and Hardware Prospect Identification No'AR-SH-AS-54
4. STANDARDS AND CODES (Cont'd)
NFPA- National Fire Protection Association 80 Fire Doors and Windows 252 Fire Tests for Door Assemblies AISC- Anerican Institute of Steel Construction Specification for the Design, Fabrication and Erecti'on of Structural Steel for Buildings Any conflict between this specification and/or the referenced codes and R3 standards shall be immediately brought to Purchaser's attention for written acceptance. Seller shall list in his proposal any additional codes or standards he intends to invoke in the performance of this specification requirements.
The doors shall comply with currently applicable Local, State and Federal Regulations, and codes relative to the design, construction, and operation of doors in the locality where the doors will be installed. Unless otherwise noted the document with addenda, amendments and revisions in effect on the date of the purchase order will apply. Later editions may be used by written mutual consent between Seller and Purchaser..
5. DESIGN CRITERIA AND CONSTRUCTION Pressure Doors )R3 Door assemblies shall be designed to withstand positive and negative design pressures up to five (5) pounds per square ft, and to eliminate any possibility of permanent distortion, deflection, rocking, or binding.
Type A - Control Door Assembly - Criteria
~ Ol The criteria requirements for doors designated as "Type A" on Door R3 Schedule shall be as follows:
a Doors designated "Bullet Resistant" (BR) shall be certified in R3 accordance with UL 752, "High Power Rifle Rating."
b - Designated doors will be equipped with key locks in compliance R3 with UL 437. Padlocks will not be used. The locks will have a minimum of six (6) pins with ten (10) key cutting levels per pin and will be resettable without removing the doors. Key locks are to be similar to "Best Lock Co." Catalog Number 21H7EW. Cores and keys will be provided by Purchaser.
Ebasco Specification Fire and Control Doors and Hardware Prospect Identification No. CAR-SH-AS-54
5. DESIGN CRITERIA AND CONSTRUCTION (Cont'd)
Type A Control Door Assembly - Criteria (Cont'd)
F 01 (Cont'd) b (Cont'd)
Neither the lock nor strike will represent a structural weakness in the door. Destruction of the exposed portion of the lock will not result in unlocking of the door or exposure of the remainder of the locking device. The lock shall override the electric strike, where provided, to assure emergency ingress. Free egress shall be available for all Type "A" doors.
c - Astragals shall be provided on specific doors. See Door Schedule for location.
Type B - Fire Door Assembly Hinged
~ Ol Design Criteria All door assemblies shall be designed and constructed to meet the requirements of Codes and Standards (Paragraph 4) to comply with this specification for Certified fire rated 3 hour3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months "A Label" type construction. No door in assemblies marked seismically designed shall be permitted to open by a "seismic" event. R3 All door assemblies to be used in fire barrier openings shall be so designed to accept "Control Hardware" where required. See Ebasco drawings and details
~ 02 Doors R3 Doors shall be formed of two 16 gauge prime cold rolled steel sheets and shall be 1-3/4 in. thick.
Doors shall be internally reinforced with pairs of hat shaped steel stiffeners
)oined together and running vertically full height of door 6 inches apart.
Stiffeners shall be 'spot welded 4 inches on centers to both faces of doors and arc welded to each other top and bottom. d All doors shall be internally reinforced with a 12 gage plate, both sides of the door, for application of surface applied door closers and holders.
Voids between stiffeners shall be filled with insulation.
There shall be no seams on the faces or edges of doors. Vertical edges of doors shall be continuously seam-welded using gas tungsten ARC-Process w/filler addition to the full height of the door. Mechanical points or seams
1 Ebasco Specification Fire and Control Doors and Hardware Prospect Identification No. CAR-SH-AS-54
5. DESIGN CRITERIA AND CONSTRUCTION (Cont'd)
Type B - Fire Door Assembly Hinged (Cont'd)
~ 02 Doors (Cont'd) intermittently welded, on either the edge or face of door shall not be permitted. Weld marks on door face or edge shall not be permitted.
All doors shall be capped to retard moisture from penetrating the door
~ 03 Hinges Hinge reinforcements shall be minimum of 7 gauge (3/16 in.), 6 inches larger than the hinge and drilled and tapped at the factory. All reinforcements for strikes shall be a minimum of 14 gauge. All top hinge reinforcements shall be provided with backup reinforcement.
.04 Coatings Coatings shall be as indicated in Section 9 of the specification.
Frames
~ 01 Frames for all doors shall be manufactured of 16 gage CQ class/steel.
.02 All corners shall be arc-welded and ground smooth. Frames shall be constructed with steel bottom spreaders.
.03 Heads shall be reinforced for surface mounted closers, holdexs or brackets when & where required.
Reinforcing or cut outs where limit switches are required shall be applied. A 04 Hinges and strike reinforcements shall be 7 gage minimum for all doors. All reinforcements for hinges and strikes shall have steel plaster guards. Tap hinges shall be provided with additional backup reinforcing.
.05 Pressure sensitive door silencers shall be applied as per manufacturer's specifications.
.06 Seller shall furnish the appropriate anchorage systems to suit the wall structure where door is to be set. Floor clips shall be applied at the bottom of all lambs for proper securing to floors where required.
Ebasco Specification Fire and Control Doors and Hardware Prospect Identification No. CAR-SH-AS-54 5 DESIGN CRITERIA AND CONSTRUCTION (Cont'd) )R3 r
.04 Coatings (Cont'd)
.07 Heads of frames for double doors shall have a knockout for dead bolting of the inactive leaf.
.08 Coatings, by Seller, shall be "Primer" only in accordance with para 9 of this specification.
Additional primer material will accompany the shipment to the field for touch~p pu'rposes prior to the applicat.'ion of the finish coating.
.09 U.L. Labels. Where applicable, frames shall have such labels permanently affixed where visible after installation.
.10 Door and Frame Tag Number, assembly identification shall also be applied as per .09.
Type C - Fire Door Assembly Sliding
.Ol The sliding fire doors shall be the "Fusible Link Self Closing" Type.
These doors shall be Certified fire rated 3 hour3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months "A Label" type construction.
.02 Construction See Ebasco Drawings for location, size and details. These doors shall be constructed of 22 gage steel panels extending to the full height of the door.
Door thickness not to exceed 2 in. with a maximum weight of 6 lb per sq shall be of channel shaped interlocking members with the legs of the foot.'oors channels forming the sides of the door.
The flanges shall extend through the full thickness of the door and serve as vertical stiffener reinforcing.
~ 03 Rods Steel rods extending through the door horizontally shall pass through holes in the flanges of the channels to unite and lock all sections and form a rigid .
construction.
. 04 Channels 7 gage steel channels shall be assembled on all four edges of the door to complete the door framing.
.05 Core Filling Shall consist of sheets of corrugated polyform installed in all voids of the sheet metal channels forming the door.
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Ebasco Specification Fire and Control Doors and Hardware Prospect Identification No. CAR-SH-AS-54 5~ DESIGN CRITERIA AND CONSTRUCTION (Cont'd)
Type C - Fire Door Assembly - Sliding (Cont'd)
.06 Embedded Plates Seller shall design and detail the door frames to accommodate the embedded plates installed by Purchaser during construction.
.07 Hardware Hardware shall include all chain, cable, links, tracks, brackets, counter-weights, pulleys, door handles, securing shapes and anchors, and other required parts to complete the work.
.08 Counter Weight Sleeve Boxes Counterweight sleeve boxes, shall be supplied by Seller and be constructed of 1/8 in. steel galvanized plate to the vertical height required to restrict movement horizontally of the counter weight. This box shall be shop painted as per this specification and delivered to the site as part of the complete assembly package.
.09 Shop -Drawings Shop drawings shall be supplied as per Section 8 of this specification.
.10 Installation Installation shall be in accordance with the approved shop drawings and written'nstructions of Seller.
Type D - Fire Door Assembly Hinged !R3
.01 Design Criteria All door assemblies shall be designed and constructed to meet the requirements of Codes and Standards (Paragraph 4) to comply with this specification for Certified fire rated l-l/2 hour "B Label" type construction.
.02 Doors Doors shall be formed of two 16 gauge prime cold rolled steel sheets and shall be 1-3/4 in. thick.
Doors shall be internally reinforced with pairs of hat-shaped steel stiffeners
)oined together and running vertically full height of door 6 inches apart.
Stiffeners shall be spot welded 4 inches on centers to both forces of doors and are welded to each other top and bottom.
Ebasco. Specification Fire and Control Doors and Hardware Prospect Identification No CAR-SH-AS-54 5 DESIGN CRITERIA AND CONSTRUCTION (Cont'd)
Type D - Fire Door Assembly - Hinged (Cont'd) R3
.02 Doors (Cont'd)
All doors shall be internally reinforced with a 12 gage plate, both sides of the door, for application of surface applied door closers and holders.
Voids between stiffeners shall be filled with insulation.
There shall be no seams on the faces or edges of doors. Vertical edges of doors shall be continuously seam-welded using gas tungsten ARC-Process w/filler addition to the full height of the door. Mechanical points or'seams intermittently welded, on either the edge or face of door shall not be permitted. Weld marks on door face or edge shall not be permitted.
All doors shall be capped to retard moisture from penetrating the door.
~ 03 'Hinges Hinge reinforcements shall be minimum of 7 gauge (3/16 in.) 6 inches larger than the hinge and drilled and tapped at the factory. All reinforcements for strikes shall be a minimum of 14 gauge. All top hinge reinforcements shall be provided with backup reinforcement.
.04 Coatings Coatings shall be as indicated in Section 9 of the specification.
Frames
~ Ol Frames for all doors shall be manufactured of 16 gage CQ class/steel.
.02 All corners shall be arc~elded and ground smooth. Frames shall be constructed .with steel bottom spreaders.
~ 03 Heads shall be reinforced for surface amounted closers, holders or brackets when & where required.
Reinforcing or cut outs where limit switches are required shall be applied.
.04 Hinges and strike reinforcements shall be 7 gauge min'imum for all doors. All reinforcements for hinges and strikes shall have steel plaster. guards. Top hinges shall be provided with additional backup reinforcing.
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Ebasco Specification Fire and Control Doors and Hardware Project Identification No. CAR-SH-AS-54 5 DESIGN CRITERIA AND CONSTRUCTION (Cont 'd)
~ 04 Coatings (Cont'd) R3 Frames (Cont'd)
~ 05 Pressure sensitive door silencers shall be applied as per manufacturer's specifications.
.06 Seller shall furnish the appropriate anchorage systems to suit the wall structure where door is to be set. Floor clips shall be applied at the bottom of all jambs for proper securing to floors where required.
F 07 Heads of frames for double doors shall have a knockout for dead bolting of the inactive leaf
.08 Coatings, by Seller, shall be "Primer"only in accordance with para 9 of this specification.
Additional primer material will accompany the shipment to the field for touch~p purposes prior to the application of the finish coating.
~ 09 U.L. Labels. Where applicable, shall have such labels permanently affixed where visible after installation.
10 Door and Frame Tag Number, assembly identification shall also be applied as per .09.
6~ MATERIALS AND CONSTRUCTION required)- ,R3 Type A, B and D DoorsFrames and "Transom" Panels (where Seismically and Non-Seismically designed.
.Ol Doors, Mullions, Frames and Transom Panels (panels to match door construction) shall be fabricated from prime cold-rolled steel sheets and be reinforced internally with vertical stiffeners. Door face sheets shall be spot welded to internal stiffeners and perimeter channels. All vertical edges shall be continuously welded, and then ground flush and smooth. Bullet Resistant doors and frames shall be fabricated from prime cold-rolled carbon steel sheets, coqmercial quality ASTM A366, a Zinc~oated (galvanized) hotMipped steel sheets AS'IM A525, or hot-rolled low carbon steel sheets, ASTM 'R3 A569. All other doors, frames, and panels shall be fabricated from manufacturers standard commercial quality class l steel. ~
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Ebasco Specification Fire and Control Doors and Hardware Project Identification No. CAR-SH-AS-54
6. MATERIALS AND CONSTRUCTION (Cont'd) 01 (Cont'd)
GAGES Face Sheets - Backing Strips - Stiffeners sR3 Bullet Resistant 12 7 10 All other doors including 16 - '16 22 U.L. Label Transom Panels t
16 - To match door construction Frames all 16 gage
.02 Dere indicated on the drawings, stainless steel doors and accessories, such's door hinges, hinge pins, closers, locks, door knobs, strikes and all other hardware shall be fabricated from stainless steel sheets or plates con-forming to ASTM A240 type 304 with no. 4 finish.
The door frames and saddles shall consist of A36 carbon steel lined with R5 stainless steel sheets along all the exposed surfaces and seal welded. The inside reinforcement for the doors shall be A-36 steel and completely cladded with stainless steel plates. All vertical and horizontal edges shall be continuously seal welded.
.03 Wall anchors shall be porvided where required. Embedment plates shall be provided for seismically qualified doors.
. 04 Hardware Seller shall provide the locking device hardware in all door assemblies wherever possible prior to delivery on the site. Pressure doors and frames shall be prepared for mortise or surface mounted hardware as indicated on the project drawings with templates and other instructions submitted by the Hardware Manufacturer. Preparation for the hardware shall include 3/16 in. R3 steel plate reinforcement, welded and ground smooth at all points. This shall be done at all keepers, hinges, or other required devices.
.05 Welding All welding on pressure resistant doors shall be in conformance with the
'o Structural Welding 'Code AWS Dl.l or AWS Dl.3, as specified in Paragraph 16.0.
All welds shall be visually examined per AWS Dl.l Paragraph 9.25 greater than ten (10) percent of the thickness of the steel which has the undercut R3 under cut shall be permitted.
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Ebasco Specification Fire and Control Doors and Hardware Project Identification Nq. CAR-SH-AS-54
6. MATERIALS AND CONSTRUCTION (Cont'd)
.06 Airtight Doors Airtight doors, where required, will be designed, fabricated, and tested to meet or exceed the acceptable criteria of the Pressure Resistant Doors called R3 out in Paragraph 5 of this specification. See Architectural door schedules.
07 Concrete embedded anchor studs, if used for nonmeismic doors shall be low carbon steel confoiming to ASTM Specification A-108, Grades 1010 through R3 1020, either semi- or fully-killed.
.08 Gaskets, SCE-41, Neoprene.
if used, shall conform to ASTM Specification D1056, Grade R3 7~ ACCESS CONTROL HARDWARE Electric Strikes:
.01 Electric Strike depth shall be adequate to accept the full throw of the latch bo1t without binding. Electric Strikes shall be recessed into the door frames as indicated on the door schedules.
.02 Electric Strikes shall be capable of a 3/4 in. throw bolt minimum of continuous energization, and shall have internal adjustment capability.
Electric Strikes shall be capable of a minimum 100,000 operations within one year at 50oC and 90 percent humidity without failure.
4
.03 'lectric Strikes shall have a built-in solenoid that will unlock the door when energized. The strikes shall also have a built-in switch to indicate the bolt position (engaged or not engaged). The switch contacts shall have the capability of being easily changed from normally open or closed to the opposite position by Purchaser. Electric Strikes shall be similar to )R3 Folger Adams 310-2 3/4 m AC Rating 120 VAC or DC Rating 125 VDC or approved )/R5 alternate.
I Hinges shall be of extra heavy duty concealed ball bearing construction with non-removable pins
.04 All access aisle&ouble doors where indicated on the drawings shall have flexible electrical connection N.FC310 as manufactured by "Folger Adams Company" or approved alternate on inactive door leaf. Control doors shall be provided with cover plates to protect latching and strike mechanism on the unsecured side of the portals.
.05 Seller shall provide lock sets as manufactured by "Best Lock Company" Catalog Number 21H7EW or approved alternate without cores or keys which shall be supplied by Purchaser. This lock shall be compatible with the "Folger Adams" locking device Catalog Number 310-2 3I4. iR5 15
Ebasco Specif ication Fire and Control Doors and Hardware Project Identif ication No. CAR-SH-AS-54
7. ACCESS CONTROL HARDWARE Electric Strikes: (Cont'd)
.06 '(Cont'd)
.06 All wiring shall be in accordance with "Electrical Attachment RS No.-l-CP&L Wiring Standard Rev 5" dated 7-21-76.
All access control double doors shall have a hollowed sleeve or 1/2 in.
embedded conduit between the flexible connector and the Electric Strike to allow installation of strike wiring.
The inactive leaf of a double door shall be provided on the secure side with a key operated locking mechanism that will lock the door into the upper door frame and the floor A bolt position switch shall be provided. If two independent locks (upper and lower) are used, each shall have a bolt position indication. Although separately tamper resistant, these switches may give a single alarm indication. This indication must be independent 'of the active leaf lock position indication. All electrical monitoring contacts provided by Seller must be'apable of accepting "EndWf-Line" supervision. All control doors must be capable of accepting door position switches provided by Purchaser.
Limit Switches:
.Ol "Alarmed Only and Locked" (AOL) doors and "Internal Operation Only" (IO) R5 doors shall be provided with limit switches as manufactured by Folger Adam Company, Catalog No. ASSW 104A or aoproved alternate.
8~ SHOP DRAWINGS Six (6) sets of shop drawings shall be submitted to Purchaser by Seller for their review and approval prior to the commencement of the work. See Paragraph 3.
9. COATINGS:
Surface Preparation
.01 Cleaning All carbon steel surfaces to be coated shall be cleaned in accordance with SSPC-SP6 "Commercial Blast Cleaning". The anchor pattern shall be 1-2 mils as measured with a "Keane-Tator" surface .profile comparator or an approved alternate.
.02 Base Coat Apply one coat of "Nutec-6 Epoxy Steel Primer" (Imperial Professional Coatings) to a dry film thickness of three (3) mils minimum to five (5) mils maximum
.03 Finish Coat Apply one coat of "Reactic 1201" (Imperial Professional Coatings) to a dry film thickness of five (5) mils minimum to a seven (7) mila maximum. All coating work shall be applied in accordance with SSPC-PA1 - Shop, Field, and Maintenance Painting," and the Manufacturer's written instructions.
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'. Ebasco Specification Fire and Control Doors and Hardware Project Identification No. CAR-SH-AS-54 10e ASSEMBLY AND ERECTION To minimize field erection time and labor, all doors> door frames and hardware shall be shop assembled to the maximum ext'ent possible.
r
.01 Seller shall provide complete erection instructions, diagrams showing location and number of each part or any other information which will be helpful for .field erection of the doors and door frames.
11 ~ MANUALS AND SPARE PARTS LIST Seller shall provide a manual for operation and maintenance for special fea-tures which shall include a list of recommended spare parts and their prices.
This manual shall be complete and shall include sufficient data concerning operating instructions, maintenance procedures,'pecial test procedures and/or other inatructione, pertinent to the ~secific etuipeent. Zn addition, it shall specify frequency of inspection and overhaul. Manuals shall be forwarded in the quantity, and distributed as specified in the Purchase Order.
12e SHOP INSPECTION r
Material and workmanship shall be sub)ected to shop inspection by Purchaser to insure conformity with this specification and terms of the purchase order. No material shall be shipped without prior written consent of the Purchaser.
Acceptance of material by Purchaser for shipment does not relieve Seller from the responsibility that all material furnished shall be free from defects and complete in" all respects for the purpose intended.
13>> PACKAGING SHIPPING HANDLING AND STORAGE Each. door assembly and its components shall be properly packed and protected before shipment so that it will arrive on site without damage and with all surfaces clean. Toi prevent damage during shipment, Seller shall carefully pack and brace all components, within the crate container.
.01 All surfaces shall be adequately protected and covered to prevent damage and corrosion.
.02 Metal strapsp fasteners or covers shall not be tack welded to any manufactured part ~
~ 03 Container markings shall include the door frame and transom panel (if R3 assembly identification tag number, building location number and 'equired) purchase order number with any special storage/maintenance or handling instructions as required. See 13.04.
.04 Every door and component (hardware, etc.) for each door shall be R3 clearly identified with proper nameplates indicating tag number, safety class, 17
Ebasco Specification Fire and Control Doors and Hardware Pro)ect Identification No. CAR-SH-AS-54
13. PACKAGING SHIPPING HANDLING AND STORAGE (Cont'd)
.04 (Cont'd) capacity and other pertinent information. These tags shall be permanently affixed to doors, frames and transom panels where required.
.05 Seller'shall specify the requirements needed to ensure that the equipment to be furnished herein will be protected from any deterioration due R3 to long term storage. Long-term storage if required, is defined as a period of greater than one (1) year and up to a limit of eight (8) years. The long-term storage/maintenance instructions should be included in the instruction manual or shipped separately with the equipment'ontainer markings shall include 'equipment identification and any special handling instructions, e.g., Fragile, Desiccant Inside, C.G., This Side Up, etc. Large and heavy shipping units shall "have suitable skids for moving or provisions for lifting with slings.
.06 An ample quantity of primer coating material for touchmp aft'er field R3 erection shall be shipped with the unit.
.07 All material arriving on-site in an obviously damaged condition may after Purchaser's investigation be refused and be replaced at Seller' expense. Should such damage be repairable on site~ Seller be responsible to correct such damage and Purchaser shall then reinvestigate for acceptance.
.08 All openings shall be properly closed to prevent entrance of foreign matter.
.09 Doors shall be shipped with proper tag numbers. indicating Purchase Order No., Building Name, Unit No. , etc., per Purchaser Release for Shipment Instructions.R3 14.. 'DESIGN LOAD AND LOAD COMBINATIONS Loadin for Seismicall Desi ned Doors
.01 Doors, hardware, frames and supports shall be designed to withstand jR3 three orthogonal components of earthquake (two horizontal and one vertical) I acting simultaneously. The applicable static coefficients are given in Table l.
Table 1. Seismic Criteria DBE Seismic Coefficients )
Horizontal Vertical East West and 5.9 3~2 North South 18
0 Ebasco Specification Fire and Control Doors and Hardware Prospect Identification No. CAR-SH-AS-54 14 ~ DES IGN LOAD AND LOAD COMBINATIONS (Cont ')
Loadin for Seismicall Desi ned Doors (Cont'd)
.02 All pressure and seismically designed doors must remain closed during and after an earthquake occurrence. All control room perimeter doors are designed with an allowable 2 cfm maximum leakage, at a positive pressure of 1/8 inch water gauge within the control room.
.03 The earthquake loads and stresses in the equipment and supports shall be obtained by multiplying the weight of the components by the specified seismic coefficients. The resulting forces are to be assumed acting at or near the mass center of the components. The horizontal seismic coefficients are assumed to act in any two perpendicular directions of a horizontal plane, and the vertical coefficient shall be considered acting simultaneously with the horizontal in either upward or downward direction, whichever produces the worst loading combination.
~ 04 The maximum structural responses due to each of the three components of earthquake motion should be combined by taking 'the square root of the sum of squares (SRSS) of the maximum values of response caused by each of the three components of earthquake motion at a particular point of the structure of the mathematical model. The SRSS load response in each direction shall be added directly to the response for each direction resulting from other loads.
.05 The maximum stresses resultiqg from earthquake loads in combination with all other applicable loads shall be less than the allowable stresses given below.
The following'oad combinations and allowable stress shall be considered in the design of the seismic doors:
Load. Combination Allowable Stress D R2 D + DBE 1. 6S R2 R3 Where D ~ Dead Weight plus pressure and other Applicable Loads.
DBE ~ Design Basis Earthquake S ~ AISC Working Stress
.06 Vendor shall supply Purchaser with maximum loads and moments for each R3 load combination at door support points for Purchaser design of door mounting.
.07 Vendor shall certify that the actual stresses are less than the allowable stresses and that the functional requirements of Sect. 14 '2 are met. Submission of Seller's calculations for the seismically designed equipment is required.
19
Ebasco Specification Fire and Control Doors and Hardware Project Identification No. CAR-SH-AS-54
14. DESIGN LOAD AND LOAD COMBINATIONS (Cont'd)
Loadi for Seismicall Desi ned Doors (Cont'd)
.07 (Cont'd)
Design of the door frames and anchorage shall be such that the loads transferred to the reinforced concrete walls shall not exceed the strength of 4000 psi concrete as stated in the ACI 318 "Building Code Requirements for Reinforced Concreted" 15 ~ FABRICATION R3 The doors and door frames shall be detailed and fabricated in accordance with the AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings."
I Shearing of str'uctural steel shall be accurate and cuts shall be clean without drawn, ragged or split edges. All copes, blocks and other reentrant cuts shall have 1/2 in. minimum radius fillet.
All steel shall have the sharp edges rounded. R3 All curved plates shall be formed to the proper'hape by pressure and not by blows.
Field welding shall be kept to a minimum. R3 Door frames shall be secured to embedment plates set in the concrete walls.
Frame corners shall be mitered and welded.
Each door shall be provided with a threshold which shall extend from jamb face to jamb face.
All personnel doors shall be equipped with suitable door closers. See door schedule drawings.
All airtight doors shall be equipped with perimeter gaskets at head, jambs and threshold.
16 WELDING OF DOORS R3 All welding of doors including bullet resistant doors shall conform with the AISC Specification and AWS Dl.l as supplemented by the requirements of this specification. For the welding of material less than 1/8 inch in thickness, R2 welding details, qualifications, workmanship and technique shall conform with the requirements of AWS 91.3 as supplemented by the requirements of this specification.
20
I ~
~
I Ebasco Specification Pire and Control Doors and Hardware Project Identification No. CAR-SH-AS-54
~ ~
16. WELDING OF DOORS Cont'd R3 Welding electrodes shall be AWS A5.1, low-hydrogen Class E70 for manual shielded metal arc welding, or A5.18 E70S-X Specification for Carbon Steel Filler Metals for Gas Shielded Arc Welding unless otherwise specified on the drawings. Where other than Carbon Steel is specified, electrode selection shall be subject to approval by Purchaser. Cored wire designed for operation IR3 without the use of externally supplied shielding gas is disallowed. The edges or surfaces of the parts to be joined by welding shall be machined or thermal cut and shall be cleaned of all oil, grease, scale, and rust. Where thermal cutting, or arc gouging is done, all loose scale must be removed. Remaining kerf material (that fused during the cutting process) and cut surface depressions must be removed by grinding or chipping.
Fillet welds shall be full size and of proper profile for the full length.
Butt welds shall be full penetration welds. Care shall be taken in assembling and fitting, and welding shall be controlled to minimize shrinkage stresses and distortion. All finished work shall be of good quality and have a neat appearance without warpage.
R3 17 ~ UALITY ASSURANCE REQUIREMENTS FOR FIRE AND SEISMICALLY DESIGNED DOORS R2
.Ol This section includes the quality assurance requirements applicable to both seismically designed doors and to doors which form a part of the Pire Protection System.
Seller shall provide and maintain an Iuspection/Quality Control system which will assure that all items submitted to Purchaser for acceptance conform to contact requirements whether manufactured or processed by Seller or procured from subcontractors.
(2) The Seller shall perform or have performed the inspections and tests required to substantiate product conformance to drawing, specification, and contract requirements and shall also perform or have performed all inspections and tests otherwise required by the contract.
(3) Seller's Inspection/Quality Control'ystem'shall be documented and shall be submit'ted to Purchaser for review prior to award of contract and be available for review throughout the life of the contract.
(4) Purchaser at his option may furnish written notice of the acceptability or nonacceptability of the Inspection/Quality Control System.
21
r Ebasco Specification Fire and Control Doors and Hardware Project Identification No. CAR-SH-AS-54 17 ~ QUALITY ASSURANCE REQUIREMENTS FOR FIRE AND SEISMICALLY DESIGNED DOORS (Cont d) R2
~ Ol (Cont'd)
(5) Seller shall notify Purchaser in writing of any major change to his Inspection/Quality Control System The Inspection/Quality Control System shall be subject to disapproval if changes thereto would result in a nonconforming product.
If Seller's present documented program has been currently for the approved by Purchaser and he proposes to use that program fabrication of subject components, Seller may so indicate this with the bid submittal in lieu of resubmitting his manual.
OR If Seller is providing a component which is Underwriters Laboratories Inc, listed and/or accepted by NML Nuclear Mutual R3 Limited, Seller does not have to provide Purchaser with a documented QA program. In this case Seller shall notify Purchaser accordingly. These components shall also be so labeled.
~ 02 Seller shall also submit to Purchaser, as applicable, three (3) copies of the following documents for review and comments, prior to start of any fabrication:
a - Welding procedures including weld repair procedures and procedure qualification test reports..
b - Visual Examination Procedure c - Performance Test Procedure d - Final Cleaning Procedure 03 The following records, as applicable, shall be forwarded to the Site with the components or partial shipment thereof.
a - Certified material test reports are required for all ASME/ASTM pressure-retaining parts In cases where certified test reports are unobtainable, manufacturer's Certificate of Compliance indicating that the material conforms to the requirements of ASME/AS'IM specifications may be accepted.
b - Data and/or test reports prepared in conjunction with the required inspections and test specified in this specificatiqn, including, the results of all NDT examinations, and records of all repairs ~
22
r = JC. = ~ a Ebasco Specification Fire and Control Doors and Hardware Prefect Identification No. CAR"SH-AS-54
17. UALITY ASSURANCE RE UIREMENTS FOR FIRE AND SEISMICALLY DESIGNED DOORS Cont d R2 t
.03 (Cont 'd) b - (Cont 'd) carried out in accordance with ASME/ASTM material specification requirements and the results of all performance.
.04 No departures shall be made from this specification or from accepted standards, unless these exceptions are defined by Seller to Purchaser in writing and approved by Purchaser in writing.
Seller shall report any nonconformances using his form or the Nonconformance Report form available from Ebasco QA Engineering, NY Office or from Ebasco Vendor QA Representative assigned to Seller's facility.
F 05 Purchaser, Owner and the NRC shall have free access at all times to the shop where material is being fabricated or tested and Seller shall provide Purchaser with reasonable facilities for inspection, witnessing tests and examining records. Seller shell give Purchaser adequate notice (minimum five (5) working days) prior to the. performance of those operations Purchaser desires to witness.
.06 Release for Shi ment A) Fire Protection S stem Doors - Seller is to forward a signed copy of the "Release for Shipment" form, which will be provided .t'o him by Ebasco's Vendor Quality Assurance Representative with the equipment or any partial shipment thereof. R3 B) Seismicall Desi ned Doors - The Ebasco "Release for Shipment" form is required.
Seller shall forward a certificate of compliance with the equipment or any partial shipment thereof, stating that specification requirements have been met. R3 C) Non<<Fire Non-Seismicall -Desi ned Doors - The Ebasco "Release for Shipment" form is not required. (Type A/NSD).
23
" aevlhlon so+ April XT, L973
\ ~
Revision No. 2- Yxy 2, l973 Revision No, Jan. 30, 1974 Revision iTo~ Sept. 20, 1974
~ ~
'Revision No. 5- July 21, 1976 (CAROLINA POtKR 6c'IGHT COMPANY.
SHEhRON HARRIS NUCLEAR POWER PG1NT VIRING STANDARDS Nc following wiring standards List the wiring, wizing designation, aad termination requirements for the equipment coveted by the specification to which this is attached and forms a part of Qhea thc requiremeats of, the specification and this document conflict, 'those listed in this Jocu- R2 aent shall govern. Any conflict between this document aad Seller's staa-dard practices shall bc specifically stated in proposal for written re-solution.
QXRXNG DESIGNATIONS 1 'hase conductors in the a-c power distribution system shall
'be designated by letters h-B-C.
2~ Vower conductors in the DC power distribution system shall be
~
Jesignated by the symbols P-NIP-N or P-N.
3, Physical location of bus phase conductors in switchgear, motor control center, and panel hoard assemblies shall be h-B-C
'eading left to right, top to bottom, or front to rear when viewed from thc front of thc assembly.
~~ Re lays, instruments, auxil ieger equipment (such as fuses) wiring on terminal blocks shall be arranged in order of h-.B-C-G or P-N/P-N reading left to right top to bottom, or front
~
~ and Co rear when viewing the front of the devices.
. S+ Relays aad instruments shall be connected in accordance with a system phase sequence of A,-B-C, counterclockwise
~
5 Elementary diagrams shall show ze1rya ~ instruments, current transfoaners, and potential transformers secondary wiring arranged h-B-C-G top to bottom or left to right ~
7o Vizing that is'lectrically equivalent but physically dif-fezent from approved physical. wizing diagrams will not be accepted.
~ ~
II MIRE SIZES referred Mire Size -'-Shal'1 be as stated below aad shall bc used foz all applications, except when unobtainable or impractical to apply.
~ ~ ~
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~ ~
(
2, Mfnfnca Vfre afse - Shall be as stated below and may be used fn
~ ~ ~
lieu of the preferred vfze sfze when the preferred wfre size fs unobtainable or impractical to apply 3, zefezzed and 5tinfmi~ Mfre Sfzes Vfze sfses No. 8 and larger
~ hall be Class B stranding, Sfxes No. 9 andcnallcr shall. bc Class C stranding (mfnfmu)n of 19 strands). Mfzfng conncctfons between fixed and. hfngcd sections of panels shall be minfmum 61 strand, flexible vfre.
I, Vfzc sfses and equipment vizing shall bc as follovs:
(4) Indfcates preferred t'equfzement ~
sf's dictated by circuit C ~
Vfre Size PreEerred Mintaua Usc
(+) f10 Avg Power Circuits h-C and D-C f10 hvg f12 hvg h-C Current (CT) Cfzcufts; High Current D-C Control Cfzcuits 412 hvg 414 hyg h-C Potential (PT) Circuits; h<<C and 1 D-C Control Cfrcuits 014 hwg 016 hvg Phone Jacks, Lee Po~er Devices and hCB Removable Element Miring
' CON)UCTOR TER;12'ATMN ST",P)hRDS UZI 1, Terminal bloc)a for terminating vires shall be heavy duty in-dustrial strap screw type, fuznfshed vith a silicon-bronge solit type, lock vasher undez each terminal, General Electric Company Type EB-5 or equivalent shall bc used for wires smaller than f8 hvg. General Electric Company Type EB-1 or equivalent shal,l
,r, ~
be used for vires 08 Awg and larger 2, Tezmfnal blocks wfth self-contained pressure type connectors aze
.not acceptable.
3, Short cfrcuitfng type terminal blocks shall be provided for terminating incoming cuzrent transformcz leads. Tao, four, or sfx circuits shall be provided for each set of current trans-former leads. h minimum of three shortfng screvs shall be pro-vided with each terminal block 4, Terminal block shall be mounted a mbtimum o.f 12 inches atove the floor,
S. h min~mum of percent, but not less than l spare points shall be provided at each panel complete vith terminaL screvs and split type Silicon-bronze lockvashers on each point.
~ Connections at relay and instrument studs shall include a sflicon-bronzc, split type loc!arasher R3 Conductors in sizes 426 hwg up through and fncluding 02 hvg shall be terminated vith crimp type, full ring (or rectangular) tongue terminals having conductor insulation gripping, nylon wr "Kynai" insulating sleeves Spade type conductor terminals Are not alloved.
'a, For conductor sizes $ 26 hvg through and including f10 hvg, usc terminals similar to R!P, "Pre-Insulated Diamond Grip", type PIDG.
For Class IE equipment applicatfons, AHP Radiation Resistant PIDG terminals vith Kynar" insulating sleeves shall be used R4 b, For conductor sizes 48 through and including 02 hvg, use terminals similar to Burndg, "Insulug," type YAEV. For Class IE equipmcnt
~ pplications, A~lp Radiation Resistant PIDG terminals vith "Kynar"
~
insulating sleeves shall be used
~ Conductors in sizes Lazger than d2 Avg shall be terminated with tvo hole, long barrel, double indent crimp type lugs, such as
~
Buzndy, "Hylug," type Yh (Single hole lugs may be used only vhere necessary.)
~ Bare ground system conductors located above ground or othezvisc exposed, those located inside equipment assemblies (i.e., svitch-gear, NCC, ctc.), and motor conduft, boxes shall be connected or termfreted vith Buzndy bolted, clamp type, grounding
'ogether connectors, having a minimum of 2 holes per lug. .(Single hole
'ugs may be used only vhere necessary )
lo. No single conductor cable shall bc used for fnterconnections betveen individual pieces of equipment Current and potential transformer leads shall be gzounded at one point only, vhich shall be at the terminal board where the leads first enter the switchboard, except PVD bus differential current leads vhich vill be grounded at yard common junction
$ loint i l2, Red jumper virc on external connection at svitchboard temfnaL blocks shaLl be used to connect ground points There shall be no more than tvo vires oz one vfre and o~e jumper strap terminated on any relay stud or devfce connectfon point.
hll ground vizes shall be vircd to thc ground bus and terminated fndependcntly
3 4
)5. Grommets sha'e provided for all openings metal barriers used for viring.
)6, Fto uninsulated, exposed conductor or terminal lug shall extend beyond the sides of thc terminal block or its insulating barriers Fuse blocks shall be heavy duty phenolic vith molded barriers and screv connections for ring type terminals.
18. Pull out block type fuses are not acceptable, ~ ~
)9< . huxiliary relays vhich perform either a trip or close, start or stop function shall not be mounted on a hinged panel or
'door a
20 . huxiliary relays shall have dust covers.
21, hll vires crossing a panel shipping split shall be terminated on terminal blocks on each side of the crossover and ad)acent to it.
.'2. all alarm contacts and spare contacts of lockout type tripping relays shall be vircd to terminal blocks.
23. If possible, 480 volt equipment such as terminal blocks, breakers, and relays should be located separate from CT terminals, and
)20 volt AC or 125 volt DC equipment. Sarrieri for 480 volt terminals and exposed live parts arc desired.
24. hll taps of mult4atio current transformers (hot spot CT's excepted) must be vircd to terminal blocks in thc control cabinet If )unction boxes are required in viring betveen and control cabinet, terminal blocks should be used for
'T viring connections.
25~ 'f accidental short circuiting of certain vires can result in malfunction of equipment ~ such as closing or tripping of a brea'ker, these vires shall not be terminated on ad]accnt ter-minal board points.
IV CO:PLIANCE 'tGTH IEEE 384 1974 A% NRC REGULATORY CUIDE 1 ?5 REV 1 Equipment designated as C3ass IE shall comply vith the requirements of XEEE 384-2974~ "IEEE Trial-Use Standard Criteria for Separation of Class IE Equipment and Circuits," as amended by ÃRC Regulatory Guide 1 ~ 75 "Physical Independence of Electric Systems."
'cv Specifically~ but not limited to, the folloving.paragraphs shall apply:
Reference IEEE 384-1974 paragraph 5 6.2 I ~ Internal Sc aration
4o
~
~
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~
~ 4JI
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CO.D'LIA.':CE MITlt TEEE 384-1874 and 'hRC RECUL4TO";.Y GUIDE I+5 RZt,' (Cont'd)
Reference - IEEE 384-1974 paragraph C R4 2, .Internal Mirin Identification 5,6.3 3, Coarnon Terming tions S.6,4 4~ . Non-CIass TE Qf.rin S.6o$
5 . Cable Entrance 5.6 6 .
To meet the above referenced paragraphs of EEEE 384,-1974, . RS Purchaser vill advise Seller prior to. fabrication of Sellers'quipment vhich cables comprise part of redundant Class IE systems and/o Non-Class IE systems P SPECIAL TESTS AYD RE UIREKNTS For Class IE service, seller's viring shall bc in accordance vith IEEE-383 (1974) IEEE Standard for Type Test of Class IE electric cables~ field RS splices ar.d connections for nuclear Povcr Generating Staticns.
The flame test shall be performed vith the ribbon-type gas burner (rated 7000 btu/hr/inch or 70,000 Stu/hr for its total vidth) ~
For Non-Class ZE service, seller's veering inst, as a minhum, pass the flame test as described above. ~ ~ ~
Xnsulating material containing polyvinyl chloride or neoprene shalI not bc used in any cables.
0 ~
~ ~
ENCLOSURE 3 DRAFT FSAR SECTION 9.5.1
SHNPP. FSAR 9.5 ' ~ 2 1 e) (continued)
3) Std. No. 13-1978 Installation of Sprinkler System
4) Std No. 14-1976 Standpipe and Hose Systems
5) Std No 15-1977 Water Spray Fixed Systems
6) Std. No. 20-1972 Centrifugal Fire Pumps
7) Std. No. 24-1977 Outside Protection
8) Std. No. 26-1976 Supervision of Valves
9) Std. No 2.~7- 975 Private Fire Bridades Std. No. 30-1977 - Flammable aud Combustible Liquids Code
/Z.
(j~10).
Q8.. Ala. $ 7- I95- SrnrFo~~ 0 ~/ Sv au E~iurc ~6,+ y~nliueX d No. 51B-1974 Cutting and Welding Process Std, No, 72A-1975 Local Protective Signaling Systems Std. No 72D-1975 Proprietary Protective Signaling Systems Std. No. 72E-1978 Automatic Fire Detectors I ) Std No. 80-1979 Fire Doors and Windows l7 1 ) Std, No 90-1978 - Air Conditioning and Ventilation Systems rI Std No 101-1976 Life Safety Code l9 Std No. 251-1979 Fire Tests, Building Construction and Materials 19 Std. No. 291-1977 Fire Hydrants, Uniform Markings 20 Std. No. 803-1978 Fire Protection, Nuclear Power Plants 21 Std No. 1201-1977 Organization of Fire Services 23 2 Std No. 1202-1976 Organization of Fire Department 2 ) Std No. 1963-1979 Screw Threads and Gaskets for Fire Hose Couplings
4) Std. No 1961-1979 Fire Hose
5) Std. No. 1962-1979 Fire Hose, Care of f) Nuclear Mutual Limited (NML) Property Loss Prevention Standards for Nuclear Generating Stations g) Underwriters'aboratory, Inc. (UL) Fire Protection Equipment List h) United States Nuclear Regulatory Commission
1) SRP (Standard Review Plan) Section 9,5.1 Rev 2 "Fire Protection Program"
2) 10CFR50 Appendix A, General Design Criterion 3, "Fire Protection" 9.5.1-5 Amendment No. 15
SHNPP PSAR involved, suppression systems were considered and provided, as part of the plant design. A fire in this area will not impact operabilipy of any safety-related equipmentNag ZEOPkCPIBK'~ ocdy o~Tiva 'P~Q~
Th<~ actor coo t lube is loca tainment P~ pl~ p. Build plan de ne'actor ig s ac ieve c an 1 system p
n an o ic e, r pr e
press syste in th
'n a
ap ca on v e d ate rd i as of re f9 p)l occ e ford ai d fir d a lysis Ap en uir '-1 relate/ ~ ructu r Th us yp ran me s s by B 9 n C.5 a w thi s duces e r tio e e ola on o t i equi ment.~
Oil fille sfyrm s are 1 cat in the tran former ar They~ e se ara afe -related ructu es by mor th 50 . d nd fro t rb uildin by tw our fir barr gure 1.2. ).
e
$ 3 kV il-fi e cable u erground om the witchyard the tittup tra s for' -four above n oil t ks, 50 ga . e ch, ar paced 16M mi imum fla a rt nt of
~
eol 295 te us e
is speci 1 n accord n ce low iscosity il th AS'thod -92. The h ving tanks ar st led on gra el ch will abso b a s 1 e) d B ~r In e"- sep cab1e" arated b aCnst fires is achi st r'r special hazard presented by heavy cable con ro~omc~aS1$ ng y providing automa red fire barriers. urther eath in su ions ~
a t safe ssion systems e
sions defense for the A
In areas outside of the cable spreading rooms where redundant safety related trays could be exposed to a common fire hazard, protection is provided by spatial separation, presence of fire suppression systems to contr'ol and minimize the effects of fire, and/or fire retardant coatings or fire resistive barriers, used singly or in combination.
f) For safety related charcoal filter assemblies, a low-flow air bleed cooling system is provided. This consists of air circulated through the charcoal adsorbers removing the decay heat, thus maintaining the charcoal below combustion temperature. The control room operator will be alerted -to any charcoal heating by the high-adsorber temperature instrumentation alarm.
In the event of fire in the adsorbers, the fire will be controlled by closing the isolation dampers to the pressure-tight filter cabinet, thus restricting the fire's oxygen supply, .
Further means of protection of safety related equipment located adjacent to the charcoal filters is provided by automatic fire suppression systems over the charcoal filter housings for limitation of the extent or damage from possible fires.
BARRXFRS AND ACCESS Fire areas, as designated in Section 9 '.l.l.l and listed in Table 9 5 l-l are isolated from other plant areas by floors, walls and ceilings having three hour fire resistance ratings'he fire area boundaries and barrier ratings 9.5.1-8 Amendment No 15
/1 n f
involved, >suppression~systems were chnsidered~and provided, as pa~rt oK the plant design. A-fife in this area wi~ll not i'epact operability of'ny safety-elated hquipment The reactor coolant pump lube oil system is located within containment near the reactor coolant pumps and is equipped with an oil collection system. The oil 'collection system is designed, engineered and installed so that failure will not lead to fire during design basis accident conditions and that there is reasonable assurance that the system will withstand the safe shutdown earthquake. A thermal automatic detection system is provided around each reactor coolant pump.
The transformers installed within safety related areas containing systems are dry type and do not require separation. Transformers filled with combustible fluid are located outdoors, in the transformer yard. They are separated from safety-related structures by more than 50 ft. distance and from the Turbine Building by two-hour fire barrier walls (see Figure 1.2..2-2). Each transformer is installed over a gravel pit designed for oil spill confinement plus 30 minutes of flow from fixed water.
The 230 kV oil-filled cable runs underground from the switchyard to the startup transformers. Twenty'-four aboveground oil tansk, 50 gal. each, are spaced 16 ft. apart. The oil used is a special low viscosity oil having a minimum flash point of 295 F tested in accordance with ASTM Method D-92. The tanks are installed on gravel which will absorb any oil spill.
e) In the cable spreading rooms, cabling for redundant safety divisions A and B are separated by three hour fire barriers except as noted in Section 9.5.1.2e4 and THESSA SS. Further depth in the defense against fires is achieved by providing automatic suppression and detection systems for the special hazard presented by heavy cable concentrations.
SHNPP FSAR In non-safety related ductwork, automatic fusible link closing and manual reopening fire dampers are provided only where required for highfire exposures at fire barriers, or where fire stair tower walls are penetrated.
In most cases, as detailed in the fire hazards analysis, more than one means of access and egress are provided for each fire area, suitably marked and emergency lighted, to permit escape of occupants and entry of fire response .
personnel.
Plant elevators and life-safety stairwells are encased in towers having two hour fire rating as required by the NFPA Life Safety Code, and provided with Class B self-closing fire doors rated at 1 1/2 hour. Fire exit routes are clearly marked, Administrative operating procedures will govern operation of elevators during fire emergencies Walls and structural materials are non-combustible. Other interior finish materials, including thermal insulation, radiation shielding, and sound-proofing are non-combustible or have a flame spread, smoke and fuel contribution of 50 or less as defined in ASTM E-84, "Surface Burning Characteristics of Building Materials."
Plastics are used only where required as essential equipment and to the minimum extent possible, as detailed in the fire hazards analysis. A small quantity of vinyl is used for trimming of non-seismic instrumentation cable tray cover cutouts for cable exits from those trays which are solid bottom with cover construction. Standard Products Quickedge Minitrim 75000341, which is a vinyl'as the only material available to meet the Part'o.
in'stallation requirements, and therefore was selected for this application.
It's use is limited to a minimum 6 in. radius to a maximum of 12 in. by 13 in rectangular cutouts The "Quickedgess vinyl is self-extinguishing passing I'ederal Specification FSS-302, lletal deck roofs are not used on safety-related structures. (Unremoved metal forms used for the casting of reinforced concrete floors or walls do not constitute a metal deck roof or partition.)
Suspended ceilings and their supports are of non-combustible construction.
Concealed spaces will be devoid of combustibles to the extent practicable Electrical wiring to lighting fixtures and to HVAC systems in these spaces are enclosed in conduit to minimize the combustible loading a) Limitation of Fire Effects - Plant design includes features to control the products of combustion from a fire and the discharge of water fire suppression systems.
Smoke and heat concentrations in fire areas are reduced by the use of building ventilating systems'QQ cQ S+Q'<4 (w7- /l~(F ric+s- <+ c5 g F (r2crr-o ca- n~. c-t c~-ocrr y4p sct dc. nceuccra c
1) non-recirculating vent at on systems are provi ded for'fire areas which may contain airborne radioactive materials.
2) Partially recirculating ventilation systems are provided in other fire areas which do not contain airborne radioactivity. Where 9.5. 1-10
0 SHNPP FSAR Thermal detectors have the same plug-in, wiring, operating voltage, and interchangeability feature as ionization detectors. They are continually supervised and deenergi ed to alarm Detectors are not adversely affected by short term high radioactivity exposures Thermal detectors used outdoors (transformer bays) or near equipment in large ceQ.ing areas (reactor coolant pumps) have a heat collecting canopy Ultraviolet Flame Detection S stems are provided in areas where oil is present, for example Diesel Generator Building and fuel oil pump area.
Flame detectors operate on a principle using a GeigerWueller gas type cathode tube designed to detect flame-radiated rays in the extreme low end of the radiation spectrum They are of split-architecture construction having a NEMA 7 y explo sion-proof housing. They use a quartz Iens, have a buil t-in checking system for o'ptical integrity, and have the capability to reject high intensity ultraviolet radiation emitted from sources such as lightning by using an internal time delay circuit, Each has a swivel mounting assembly suitable for vertical or horizontal mounting.
F1&+\)
E~ch flame detector controller is capable of operating UP~o flame detectors and is mounted in the associated LFDCP for the fire detection zone, manual Fire Alarm Stations are provided throughout plant operating areas, located to be readily accessible for employee use in signaling the existence of an observed fire condition. To the extent feasible, manual fire alarm stations are grouped with fire extinguishers and hose stations. Zn addition to initiating a fire alert, manual fire alarm stations are used to actuate water flow to associated sprinklers or water sprays Single action manual fire alarm stations are used in con)unction with fire zones with ionization, air duct, or ultraviolet detectors for early warning alarm. All single action stations are non~ode signaling system, non-break~lass type, with a key operated test-reset lock in order that they may be tested, The station is designed so that after actual emergency operation, it cannot be restored to normal except by use of a key. An operated station automatically conditions itself so as to alarm visually, when-operated, detectable at a minimum distance of a 100 ft., front or side depending on location. This is accomplished by a pull lever. Stations are suitable for surface mounting and have a weatherproof NEHA 3 housing.
Stations are electrically supervised from the LFDCP. Stations are UL listed or Rf approved and in compliance with NFPA-72A.
Double action manual fire alarm stations are used in con)unction with thermal detectors that actuate various automatic fire extinguishing systems. They have features similar to single action stations. However, in order to activate the circuit two distinct operations must be performed This is.
accomplished by pushing a tab and pulling a lever.
Air Duct Detectors are provided within HVAC.duct systems to indicate presence 0z smoke o 9.5-1-2S
SHNPP CESAR
~~of ventilating practices. Indication systems, in compliance with the NFPA 90A recommended from air duct detectors aye connected to the LFDCP~X NX4 HFD)C.
ackup Fire Response apa Pire protection systems for the plant are based on the concept of defense in depths Each .plant area is provided with more than one means 'of controlling and extinguishing fires.
Pire extinguishers, provided for early use on incipient fires by employees respqnding to a fire incident, are backed up by standpipe hose stations located throughout the plant for use on fires beyond the capability of extinguishers Ionization type smoke detection systems are provided for early warning and alarm of an incipient fire Ultraviolet detectors and manual fire alarm stations are also provided for detection of fires and alarm.
If the fire area contains sufficient combustibles that a fire may be beyond the control of extinguishers and hose lines or if the area is not readily accessible for manual fire control efforts, the installed fire suppression systems, such as sprinklers, or water sprays, vill operate to limit the fire spread and control and suppress the fire. Thermal detection systems are used for actuation of automatic suppression systems.
As a backup to fire protection systems and equipment provided in the fire areas, hose lines may be laid from yard hydrants to permit discharge of fire streams into areas extensively involved in a fire.
Ultimate backup for plant fire control efforts is provided by letters of agreement from nearby volunteer fire departments. Nenpower and mobile equipment may be used to supplement plant fire operations and equipment. The effectiveness of outside fire department involvement is directly related to the degree of preplanning and training given to all groups involved. These are detailed in the plant fire emergency response plan (see Section 9.5.1.5) ~
9 ' 1 ~ 2 4 Fire Protection of Safety Related and Special Plant Areas Areas. containing particularly hazardous materials are considered in the fire hazard analysis and separation, special criteria or protection, ventilat'ionf penetration protection, construction, detection and suppression system and supplemental fire equipment requirements are developed in the analysis.
The design includes as required:
e) fire detection b) standpipes and hose stations c) portable fire extinguishers drainage 9.5 1-29 Amendment No. 2
discharge with minimal surcharge, overflow to adjacent areas, and discharge to storm drain system (refer to Section 9.3.3).
Hultiple doors are provided for each Cable Spreading Room, as detailed Xn the fire hazards analysis, to insure ingress to and egress from these rooms for effective fire control. Aisle space for access witlt1n Cable Spreading Rooms was provided based on necessity for service and maintenance Eor each cable tray, therefore sufficient aisle space exists to insure effective manual fire fighting within the Cable Spreading Rooms.
Inside safety related Cable Spreading Rooms (RAB, Elevation 286 fti) the cable trays are stacked from floor to ceiling, having a space of 12 in. measured from bottom to bottom of each stacked tray.
Redundant safety related cable divisions of the plant, in cable spreading rooms are separated from each other and the rest of the plant by walls, floors, and ceiliqg slabs havi~ a minimum fire rating of three hours and Class A fire doors, in accordance with NFPA 251.
Smoke venting of the cable spreading area is accomplished usiag the partially recirculatirg ventilation system, which is capable of normal once throeth purge operation.
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omputer oom (Figure 9.5A-10) - The Computer Room is located ad)acent to the Control Room. The Computer Room is separated by three hour Eire barrier wall and a type "A," fire door from the Control Room. The room is equipped with an automatic, ionization type detection system, alarming locally and alarming and annunciatirg in the Control Room. Smoke purging capability is provided as described .
in Section 9 4 5i There is a cable trench, limited to the Computer Room only, cast in
, the concrete floor of the room (i.e., cast in-place concrete raceway with covers), containing interconnecting cables for the computer.
Drainage for water resulting Erom use of a fire suppression system is provided by area floor drains An adequate supply of halon and carbon dioxide type portable extinguishers is provided for manual fire control.
5) Switcbgear Rooms (Figure 9.5A-9) - The Switchgear Rooms used in connection with safety 'related equipment are separated by three hour fire walls from other plant areas.
The rooms are equipped with ionization type detectors, which alarm and annunciate in the Control Room. Standpipe connections for 1-1/2 in.
hose stations are provided for this arear'rainage of fire protection water is through regular floor drains. Portable carbon dioxide extinguishers are provided for manual fire control.
9.5.1-33 Amendment No 15
SHNPP FSAR Each tank has 3,000 gal. capacity, based on six hours of diesel generator operation without resupply. The tanks are segregated from the diesel generator areas and from each other by three-hour barriers.
An automatic multi-cycle sprinkler system is provided to protect the day tanks, The tank and associated oil piping are designed to Seismic Category I, assuring a high degree of system integrity, minimizing 'Lhe chances of oil spills and, thus, of fires in the area. Each day tank enclosure is provided with a nonmecirculating ventilation system for normal fume removal. As described in FSAR Appendix 9.5A.18, the .
size of the day tank will not impact the safe shutdown of the plant in case of a fire.
10) Diesel Fuel Oil Storage Area (Figure 9,5A-23) - The below grade diesel fuel oil storage tank and transfer pump building are located 15 approximately 600 ft from the Diesel Generator Building and approximately 150 ftm from the principal plant structures, Redundant transfer pumps are separated by three hour fire barriers. An automatic multi-cycle sprinkler system is provided in pump 15 areas, actuated by a rate compensated detector annunciating to the transfer pump area. Drainage to the yard oil separation system is provided to accommodate sprinkler discharge (see Section 9.3i3) ~ A nonmecirculating ventilation system is provided for normal fume removal and smoke exhaust. Carbon dioxide and dry chemical extinguishers are provided in and ad)acent to the transfer pump area Yard hydrants and hoselines are used for backup protection.
Ultraviolet detectors are provided in each transfer pump room for flame detection.'hey are alarmed and annunciated locally and in the Control Room.
ll) Safety Related Pumps Safety related pumps in the main plant area are segregated by physical barriers between pumps when significant combustible loading is present in the immediate area of 15 the pumps or if the pumps have an integral oiling system with capacities in excess of five.gal. of oil. In addition, smoke or heat detectors are installed and curbs 'are provided to the extent practical in the areas where integral lube oil systems exceed five gal. of oil.
Where pump oil capacities exceed 50 gal., an automatic fire 15 extinguishing system is installed Portable extinguishers and standpipe hose stations are provided for manual fire protection in all '
pump areas. Floor drains are designed to accommodate expected water discharge from fire extinguishing systems. Equipment pedestals or curbs and drains are provided. Concrete floors surrounding the pedestals or pads'are sloped to floor drains at low points. Smoke
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f<<d pS,st . 48~d JRS> SsoColAP /PdrppS OVALS t-~/Sdw p i't5 dmwr LC M2) Fe~wuel Area (Figures 9 5A-14 and 9.5 'o15) - New fuel unloading, new fuel storage, and spent fuel pool areas are located in the Fuel Handling Building. This building is cut off from other J15 structures by three-hour fire barriers. Operations in this building are not related to safe shutdown of the reactor, but safety related 15 equipment is present in this building.
9.5.1-35 Amendment No. 15
SHNPP FSAR the gpace is shown. Approximate dimensions are given primarily to indicate the magnitude of the area relative to the total plant structures b) Occupancy - Major operational equipment or systems (both safety and non-safety related) located in the room, zone or area are identified to define the general nature of occupancy or use of the area, Identified major equipment is assumed to have a normal complement of associated controls, wiring and cabling, required for its operation A detailed listing of ma)or equipment and supporting facilities, as well as their function, is given in Part 10 of each area fire hazard analysis')
Boundaries The construction of walls, floor and ceiling or roof of each fire area is described, Where applicable,'he fire resistance rating of barriers is given The use of structur'al steel or equipment support members in the area is indicated and, where required, the type of protection provided to minimize heat damage effects The type of fire rating is given for closures of access openings provided in boundary fire barriers for movement of personnel and handling of equipment.
(Fire-stvp protection for service penetrations of fire barriers is described in Part 5 of each fire hazard analysis) ~
d) Combustible Loading >>, The severity of fire that may develop and the damage that may result in the most extreme fire occurrence in a fire area is a function of the amount of combustibles present and the total heat of combustion generated. As combustibles in an area are not point-source source concentrated, a more realistic measure of the relative fire hazard or exposure to fire damage of an area is determined by spreading this combustible loading over the floor area of the space or, in the case of a
-su-a- v The configuration of fire loading varies from area to area Som.e areas are devoid, or essentially so, of combustible materials; other areas contain one or more localized fuel concentrations, spatially separated from each others A localized concentration of combustible material is delineated by finite parameters beyond which the fire loading is sharply reduced. Examples of local fuel concentrations include cable insulation'n MCC units or electrical cabinets, charcoal beds in filter housings, oil in equipnent reservoirsg waste materials in containers or on skids, and similar items. Linear concentrations of combustibles are usually associated with cable trays either solely within the fire area or extending through several fire areas by penetration of intervening fire barrier walls To simplify the calculation of area combustible loadings, conservative calorific values, based on National Fire Protection Association Handbook and specific manufacturer's data (for cables), were adopted for classes of combustible materials which were representative of heat values of specific materials grouped within the class, These are:
9.5.1-42
For fire areas with multiple fire zones located on more than a single plant elevation, the square foot area of the fire area is taken as the projected cross sectional area of a continuous fire floor barrier. All combustible in all fire zones are considered with regard to this area.
SHNPP FSAR Ordinary Combustibles 8$ 000 Btu/lbe Combustible or Flammable ,20$ 000 Btu/lb.(108$ 000 Li uids Btu/gal.
~csc-L p'~m ~iL {.~o ~) l+o,ooo Qy.u/y~L arco 10,00~0Bte 1b, Combustible loading for minor amounts'f grease, integral with equipment, not exceeding one lb. each, was not inventoried since it does not create a significant fire hazard.
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Using manufacturer's data on/cable construction f t ical cables used in SHNPP and the Btu content of the solat on materials, Btu values were derived for each running foot (RF) of 24 in. wi e, 40 pexcent. loaded$ ppower$ control and instrumentation cable trays /]v5&L/pl-/os These ares
~o~ 000 Power ~awe. Btu/RF Control
/7'OQ
~$ $ 0 Btu/RF
/~Wj ooQ Instrumentation ~00 Btu/RF These values are ad)usted px'oporti,onally for trays of diffe nt width or cable tray loading(Ai'g bzp~) 41~aimuw wlloc rp/aha. P< I( (8 Aw~ au pim ~
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wMra ~ +~c~ g~ ~ C 0Po diagko a ca es routed in conduit, cast concrete M Ce~MI ~c9 trenches, or contained within metallic cabinets or consoles was not inventoried sine ey-da-not-cx'e hazard~
In addition to t
~~$ ~i~~ ~H e corn us a ly present in an area, transient combustibles which might realistically be introduced into areas as a part of planned operation are considered, as detailed in fire hazard analysis for each fire area or zone In most cases, the introduction of transient combustible materials into 'areas whexe such material may expose safety related equipment will coincide with scheduled station maintenance. Combustible materials that may be introduced in quantities sufficient to require special attention include:
1) Construction materials (i e $ scaffolding, shoring, forms, etc )
2) Resins in bulk quantities and associated packaging materials
3) Chax'coal
4) Combustible, liquids (lubri.cating oils and paints)
5) Grease
6) Plastic bags and protective sheeting
9. 5. 1-43
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Based on the above, three fire areas were identified where the BTU content exceeded 240,000 BTU per square foot, assuming all electrical trays filled to maximum capacity. These fire areas were Cable Spreading Rooms lA 1B an d th e Aux liary Control (Panel) Room. In order to verify a more accurate combustible load in these fire areas, as opposed to the critical maximum allowable loads, the actual cable tray fill as indicated in the Cable and Conduit List was used to calculate average actual a ill for each cable tray within each of these three fire areas. The fill was then used to calculate the combustible load in these three fire areas and represents the actual cable tray fill percentage, including approximately 5 percent additional for potential future use. The resultant combustible loads for these three fire areas are shown in Appendix 9.5A.
TABLE 9.5.1-1 (Continued)
Reference Fire Fire Areas Hazards Analysis, Desi nation Fire Area Descri tion Reference FSAR Fi ure(s) A endix .'io.
1-0-PA Diesel Fuel Oil grarage Area, Diesel Oil 9.5A-23 9. 5A. 19 Pump Room lA 1-0-PB Diesel Fuel-OOl Storage Area, Diesel Oil 9;5A-23 9.5A.19 Pump Room 1B )
12-0-TA Diesel -Fuel-Oil Storage~rea, Diesel Fuel 9.5A-23 9.5A.20 Oil Storage Tank gA. l~
12"0-TB Diesel Fuel- 011. Storage Area, Diesel Fuel 9.5A-23 9.5A.20 Oil Storage Tank l~
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5-F-BAL Fuel Handling Building Balance 9.5A-14 through 9.5A-20 9.5A. 14 5-F-CHF Fuel Handling Building Emergency Exhaust 9.5A-15 and 9.5A-18 9.5A.15 a
I, 5-F-FPP Fuel Handling Building Fuel Pool Heat 9.5A-14 and 9.5A-18 9.5A.16 Exchangers 5-W-BAL Waste Processing Building 9.5A-6, 9.5A-8, 9.5A-14, 9.5A.22 9.5A-18, and 9.5A-24 through 9.5A-33 5:o.- QAI ha~> ~ I r ~I a. I 9- F.~y <~> Agilo. Cc,
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~~SHNPP FSAR TABLE 9.5.1-4 MOLT'. CYCLL SPRINKI.ER SYSTEMS~~
~~1. Containment Bu 1 ldi.ng, Covering Reactor Coolant Pumps (Elevation 221),~~
~~Charcoal Fi.lter Housings (Elevation 221) and Cable Tray Runs (Elevation 261).~~
~~2. Containment Spray and Residual Heat Removal Pumps 1A-SA, RAB, Elevation 190.~~
~~3. Containment Spray and Residual Heat Removal Pumps lB-SB, RAB, El.evation .190.~~
~~4 ~ Cable Trays in Corridors, Component Cooling Mater Heat Exchangers, Component Cooling Mater and Steam Generator Auxiliary Feed Pumps, RAB, Elevation 236.~~
~~5. Electri.cal Penetrations (Area SA and SB), Char-coal Filter Rooms, Cables in Corridors, Miscellaneous H&V Equi.pment, RAB, Elevati.on 261.~~
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c>>va, p,/CD, Amendment No. 9.5.1-71 SHNPP FSAR falls below an acceptable level, tank drain connections are provided in each fuel oil- transfer pump compartment for removing fuel oil by means of mobile pumping units'his assures that the fuel oil will be of satisfactory quality at all times, There are no specific provisions in the design of the fuel oil storage fill system to minimize the creation of turbulence of the sediment in the bottom of the storage tank. However, each diesel generator is provided with fuel from a separate fuel oil storage tank If operation is required beyond seven (7) days and tank "A" requires filling, redundant division "B" Loads will be, operated from diesel generator "B" which is supplied with fuel oil from tank "B"~ I <P< ' ~~ ~~np~im ~(~ ~~ fu~~L ~/~'~~m~ u~u- Z~ NP'P8 -~y "Sri~~~,ugly C~.~b~SV The individual diesel day tank are c e w t n re our re arr e cubicle walls with same rating fire doors. The diesel oil tanks are each located in individual cubicles in the'iesel Generator Building, thus separating them from potential ignition sources such as high energy electrical lines and hot surfaces such as the diesel exhaust lines. The connecting fuel oil piping is routed to minimize exposure to these ignition fire detection and extinguishing systems are provided for diesel sources'utomatic generator units and diesel fuel oil transfer pump area. For a detailed description refer to Section 9 5.1 ~ 2, The two reinforced fuel oil storage tank structures are located below grade more than 50 feet from the nearest building in excess of the minimum distance called for in NFPA 30, "Flammable and Combustible Liquids Code." Thus, in the unlikely occurrence of a fuel oil storage tank fire, the effect of the fire will be confined to .the area of the tank and will not affect reactor operation and safety. A three-hour firewall separates each of the fuel oil transfer pumps, thus ensuring that a single event such as a fire will not cause the failure of more than one pump. Due to the non-explosive characteristics of diesel oil, if in an unconfined atmosphere, an explosion is not considered a credible occurrence The fuel oil storage tank liner will be coated with 3 to $ mils of inorganic zinc primer to protect against corrosion The liner will be cleaned and sandblasted prior to coating. Following are the applicable industry standards: SSPC-PA-1 Shop Field and Maintenance Painting SSPC-PA-2 Measurement of Dry Paint Thickness with Magnetic Gauges SSPC-SP-3 Power Tool Cleaning ~ SSPC-SP-10 Near~ite Blast Cleaning. Buried field oil piping will be provided with a cathodic protection system and either coated with hot applied coal tar enamel and asbestos felt or wrapped with plastic tape Section 2 Properties of hot applied enamel are per AWWA Spec C-203, Physical Section 2 '. material shallfelt properties of Tape asbestos Scotchwrap 851, Trantex /IV-20 or equal, be 20 wrap 2 materials are per AWWA Spec C-203, mil pressure sensitive tape such as in. wide and 1/2 in. lap'.5.4-6 Amendment No. 5 SIINPP FSAR APPENDIX 9e5A FIRE HAZARDS ANALYSIS TABLE OF CONTENTS Title ~Pa e No ~ Appendix 9.5A 1 9.5A-l Containment Building 15 I-C, Containment Building Appendix 9 'A-21 15 Auxiliary Building 9.5A.2'eactor I-A-ACP, Auxiliary Control (Panel) Room Appendix 9 'A ~3 9.5A-25 Reactor Auxi.liary Building 15 I-A-BAL, Reactor Auxiliary Building Balance Appendix 9 'A 4 9.5A-62 15 Reactor Auxiliary Building I-A-BATA, Battery Room 1A I-A-BATS, Battery Room 1B Appendix 9 'A.5 9 'A-67 Reactor Auxiliary Building 15 I-A-CSRA, Cable Spreading Room 1A Appendix 9.5A.6 9.5A-72 Reactor Auxi.liary Building t 15 I-A-CSRB, Cable Spreading Room 1B Appendix 9.5A 7 9.5A-77 Reactor Auxiliary Bui.lding 15 I-A-FPA, Electrical I Penetration Area 1A Appendix 9 ~ 5A 8 9 'A-84 Reactor Auxiliary Building 15 I-A-SWGRA, Switchgear Room 1A Appendix 9 SA 9 9 5A-90 Reactor Auxiliary Building (l5 I-A-SWGRB, Switchgear Room 1B Appendix 9 F 5'0 9 'A-96 Reactor Auxiliary Building Balance 12-A-BAL, Auxiliary Building Balance Appendix 9.5A.11 9.5A-106 Rea'ctor Auxiliary Building 12;A-CR, Control Room 15 Amendment No. 15 SHNPP FSAR APPENDIX 9.5A TABLE OF CONTENTS (Cont'd) Ti t Le ~Pa 'o Mo. Appendix 9.5A.12 9.5A-117 Reactor AuxiLiary Building l2-A-CRC, Control Room Complex Appendix 9.5A.13 9 'A-125 Reactor Auxiliary Building 12-A-HV & IR, Heating, Ventilating, and Instrument Repair Appendix 9. 5A. 14 9.5A-132 FueL Handli.ng Buildi.ng 5-F-BAL, Fuel Handling Building Balance Appendix 9.5A. l5 9.5A-143 F<<el. Handling Building 5-VB=CHFA, 5-F-3-.CHEB; 5-F-3=DfiNL, 5-F-3-DNN2, and-M-F-3-CHF-BAL Appendix 9.5A.16 9.5A-154 F<<el Handling Bui.lding 5-F-FPP; .Fuel Handling Building Fuel Pool Appendix 9 ~ 5A. 17 9. 5A-162 , Diesel Generator Building 1-D-DGA, Di.esel Generator 1A l-D-DGB, Diesel Generator 1B Appendix'. 5A. l 8 9.5A-178 DieseL Generator Building l-D-DTA, Di,esel Generator Fuel Oil Day Tank 1A Enclosure 1-D-DTB, Di.esel Generator Fuel Oil Day Tank 1B Enclosure Appendix 9.5A.19 9.5A-184 Diesel Oil Storage Area 1-0-PA; Diesel Oi.l Pump Room 1A 1-0-PB, Di.e'sel Oil Pump Room 1B Appendix 9.5A.20 9.5A-189 Di.esel Fuel Oil Storage Tank Area l2-0-TA, Di.esel Fuel Oil Storage Tank 1A and 2A 12-0-TB, Di.esel Fuel Oil Storage Tank 1B and 2B Appendix 9.5A.21 9.5A-192 Intake Structure l2-I-ESWPA, Emergency Service Water Pumps 1A & 2A 12-I-ESWPB, Emergency Service Mater Pumps LB & 2B Appendix 9.5A.22 9.5A-197 Waste Processing Bui.lding 5-W-BAL Amendment No. 15 ~
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S11NPP FSAR AP PE NDTX 9. 5A TABLE OF CONTENTS L e Ne. Title ~Pe 9.5A-221 Ap/)Qndix 9 'A 23 Turbi.ne Bu'ilding Turbine Generator "pp.Uq q,zW,s.4 4rn~Ct. ~n.c. ~r At'.i gt 4 K~ Sg @~c >T > ~ ~ACf )tete'-P 5c C Ac ~ b3gfaC / >~f<e,k< $ e. Cze~i~ Q f ~<pe>(~ Amendment No, SHNPP FSAR , APPENDIX 9.5A,l Identification F(re Area: 1-C Building: Containment Fire Area: 1-C, Containment Building Fire Zones: 'etailed under Item 4, "Combustible Loading" Shown on Figures: 9.5A-2, 9 'A-3, 9 'A-4, 9 'A-5 Diameter ( f t. ): Height (ft.): Area 2,400,000 130 ):, /0 ~ 7'90 155- " )* ~ '): 20 ~Occc acc The area contains the reactor vessel, steam generators, reactor coolant pumps, pressurizer, associated piping, miscellaneous equipment, associated controls, wiring in conduit and cable .in trays 30 Boundaries Wa11s, floors, and roof are of reinforced concrete construction, as detailed , in Section 3.8, with a fire rating of three hours. The containment walls also have a steel liner. .Wall openings for personnel access are protected by containment closures which are equivalent to Class A fire doors. A circumferential section of the reactor vessel mirror insulation between Elevation 246.6 ft. and Elevation 251.2 ft. was modified to incorporate neutron'hielding. The neutron streaming shield is a composite of approximately 3 in. thick, consisting of 1 1/2 in. of "Microtherm"Properties' high-temperature insulation manufactured by Micropore Insulation Limited bonded to a varying thickness layer of "Ricorad" neutron shielding material manufactured by the Richardsoh Company. Each component of the composite is indicated by its manufacturer to have "Excellent Fire Resistance " Furthermore, the neutron streaming shield is encapsulated in stainless steel which will provide an adequate barrier. Since the "shield assembly" is encased and isolated inside the reactor vessel cavity, it is not considered to have a significant combustible loading 'and no fire will be postulated for this feature 4~ Combustible Loadin Transient combustibles inside the Containment are present during 'refueling, repair and maintenance operations only and are included in the combustible loading for the fire area/zones to reflect their maximum possible fire loading. 9.5A-I Amendment No. 15 SHiVPP FSAR Quantity BTU in BTU/ Combustible Gal ~ / lb . /RF 1000's ~F ~ Fs. Fire Area: 1-C, Containment Building /4~7go Total Floor Area: ~880 sq. ft. Cable Insulation )"=-". ) ~ower(~~ ~woo ISD3~ ~m 84-~ (gz. z Control(zv qg N:$~) (/z z~) ~ c 3s tP p ~~0 <<i,~Sr r o,Csa O ~ee-~B C,Sg Instrumentation Cme s~) 31rSM'ola'Q3 ~$ 9 @,o~g Liquids: oil (gal.) 930 ~go Mme Mez Solids: charcoal (lb.) 7,500 +5-F000 9oqdao .~98. MDGO Max. Transient: charcoal (lb.) 3,750 ~me VKc n ~) ~8V fiber drums(lb.) 95 ~%0 7Co Total -i0~80 4/ o~~ Fir'e Zone: 1-C-l-RCP-1A, Reactor Coolant Pump lA 9'og Floor Area: %80'q. ft. Cable Insulation (in conduit) Pow'er 0 0. Control 0. 0 Instrumentation (LF) 0 0 0 Liquids: oil (gal.) 310 ~-,0003> VZa .~ee- +I, WZg Solids: 0 0 0 Transient: oil (gal.) 55 0 SrgVO ~me- >S>Z) Total ~80 99'M SO F01%'8~ QOQ 9.5A-2 Amendment No. 15 Sl)NPP FSAR Quantity BTU in . STu/. Combustible Gal /lb./RF l000'e ~S ~ Fr ~ Fire Zone: l&-l+LCP-18, Reactor Coolant Pump 18 Floor Area: ~ /~Tsq fthm ~ Cable Insulation Power (~eH~~) (RF~z.x yg ~ l%2- /Q4sz), 00 8,'yy~ Control (RF) 0 0 0 (in conduit) Instruaentation e (in conduit) 0 0 ~ Liquids: oil (gal.). 310 ~p88033fg) ~8' 4~6~ Solids: 0 0 Transient- oil (gal.) 55 f/z.g To tal ~888-My 076 ~~~ 8>'f Fire Zone: 1&-lWCP-lC, Reactor Coolant Pump 1C Floor Area: ~ iOPZ-sq. ft Cable Ins'ulation (in conduit) Power 0 0 p Control p 0 0 Instrumentation' 0 Liquids: oil (gal8) 310 ~ou3> m ~4$ >~~ <R3 Solids: 0 0 Transients oil (gal8) 55 Total 40rQI98- $ 8-,IB88- >eps+ 9.5A-3 SHNPP FSAR Quantity ,BTU in BTU/ Combustible Gal ~ /lb./RF 1000's ~s. ft. Fire Zone': 1-C"1-CHFA, Charcoal Filter A I ft. ~ Floor Area: 390 sq. Cable Insulation \ (in conduit) Pover 0 .0 0 P Control . 0 0 0 Instrumentation 0 0 0 Liquids: 0 0. ~ 0 ~ Solids: charcoal {lb.) 3,750 gS~ odO / //W~g ~ Transients: charcoal (lb ) 3,750 ~RtO+~r~, ~66 />W~38~ fiber drums (lb.) 95 ~0'+o ~0 /~ gyy Total Fire, Zone: 1-C-I-CHFB, Charcoal Filter B Floor Area: 350 sq. ft Cable Insulation (in conduit) Power 0 0 Control 0 0 0. Instrumentation . 0 0 -0 Liquids: 0 0 0 Solids: charcoal {lb.) 3,750 Transients: charcoal (lb,) 3,750 fiber drums (lb.) 95 . ~e'7d '4860'/'7t Total ~BÃt fo~ /4 z) Z-~'F~ 91M / 9.5A-~ Amendment No. 1 ~ ~>> a>>>>>>st) SHNPP FSAR Quantity BTU in BTU/ Combustible Gel ~ /lb./Ri'ire ~S ~ t t. Zone: l&-3&PA, Electrical Penetration A . Floor Area: 3'~k &8/ sq. ft. s Cable Inpulation "(hrA, <<~re Power Pz~< g) 510 sz-,ee 74~<< ~eB 2 V8z. ConttolC>YwSy~) 170 wd Bp7 .~ee rw~ys-7 Instrueentatiyn '170 ~eowi'8'r7 ~5M /"/> ~+ C<<~s$ .. Liquids: 0 0 0 r Solids. 0 .0 0. P Transient! ~ . ~ '0 ~ ' 0 0 , Total lÃ$~ 2.7+ Fire Zone: '&-3&PB, Electrical Penetration B
Floor Area:
~48 0 sqe ft E 'I Cable Insulation (~~~~ ~ ~ Power (~ ~Q 492. A+00 7~y 9 ~ ~b688 2-7g CP 4 ( 'onttoll&W+), 164 ~m>$ 8'&P ~e0 ~~7m Instrumentation (zi/x~) 164 +ig59t)~~DVQ ~380 /'P~ 7~ Liquids: 0. 0 0 Solidse 0 0 0 Transient 0 0 0 Total HM80- ~~S V~
9. 5A-5
SHNPP FSAR J Quantity BTU in BTU/ Combustible I ~ ' Gal./lb./RF - ~ 1000's' ~s. ft . Fire Zone: 1-C-.l-BAL, Containment Building Balance Ada-C Floor Area: i~~ee- sq.~ft I Insulation (in conduit) ~ Cable Power 0 0 0 Control 0 0 ~ 0 ,Instrumentation 0'I 0 0 Liquids: J .0 P 0 ,Solids: 0 0 0 Transient: oil 55 4@+ ( ~es'5'c Total
5. Control of Hazards Electrical, mechanical and HVAC penetration seals through the Containment
~ I walls are considered equivalent to three-hour rated fire stops. ~ ~ ~ ~ I ~ ~ J floor drainage to the containment ~ Sloped ? I>> sump prevents spread of combustible liquids releases beyond the fire area. Structural barriers, partial or full ~ ~ ~ I~ ~ ~ height, are provided between redundant safety-related components within the ~ area. Suitable fire barriers are provided at points'f close proximity between safety and non-safety related cable trays where Regulatory Guide 1.75 criteria cannot be fully met, Pire breaks are provided in solid bottom cable trays with covers; / Based on the smoke removal rate recommended for the combustible load in the Cable Spreading Rooms (1,5 cfm/sq. ft;) comparable smoke removal would be achieved for this area by a rate of approximately 0.08 cfm/sq. ft. . Smoke, heat and products of incomp ete combustion are removed by the normal ventilation system for this area: 6<<<4 +~H<<r~<+~>4f- p'~~~ww,f/y sf /RC ~ ~&SQ W~stqsr~C Hf&ct Supply:, AH-82(1A-NNS) +~~i " ZWOCce ~OPM ~m'J/'p ~r Exhaust: ARRS-S-1A AH-82(1B-NNS) ARRS-S-IB Safety Function Class Mode flow (cfm) (cfm/sq. ft.) Recirculation (1A) " NNS Operating 7',220 0 '6 9.5A-6 Amendment No. 1 SHNPP FSAR Safety Function Class Node Normal Operation NNS ~ Opera ting 1, 500 0 11 Purge ( lA) kecirculation (18) NNS Standby 75220 0. 66 Normal Operation Standby 1, 500 0. 11 Purge (15) Fire protection water discharges which are potentially radioactive are collected in the containment sump which discharges to the Liquid Waste Processing System, Potential airborne radioactive releases from equipment are absorbed by clurcoal filters provided in the building ventilation system at Elevation 221 ft. of the Containment Building. b Fire Detection Types of detection, actuation and signaling systems provided and their functions for this fire area are as follows: Hain Fire De tec tion Local Control Panel* Control Panel Suppres Det System I:ire Zone lone ~TT e nasls Local** Ann Alarm Actu Ann Alarm l W 1-1 Thermal Equipment X X X (xX x kl 'P-lA lW ~ 1-2 Thermal Equipment X X X X Kl 'P-18 lW 1 Thermal Equipment X X X KCP-10'm 1& Thermal Area X X X X CHPA 1M 1-5 Thermal Area X X X
9. 5A-7
SHNPP FSAR APPENDIX 9.5A 2 1 ~ Identification Fire Area: 1-A-ACP B>>i 1 d5 ng: Reactor Auxiliary Firr Area: l-A-ACP, Auxiliary Control (Panel) Room, Elevation 286 ft. Shown on Figures: 9.5A-9, 9.5A-13 (ft ): Width (ft.): Height (ft ): ~ l.ength 28 11 17 3og, Area (sq.): 'olume (cu. ft.): 5,250
2. ~stcssssc The area contains the auxiliary control panel, associated controlsp wiring in conduit and cable in trays'.
i Bound ar es Gal M~1 1~, floor, and ceiling are of reinforced concrete construction, with a fire rating of three hours. One wall opening for personnel access is provided and is protected by a certified three-hour A lable type fire rated door. There are no concealed spaces or floor trenches.
4. Combustible Loading Quantity BTU in BTU/
Combustible . /lb/RF 1000's ~s. ft. Fire Area: 1-A-ACP, Auxiliary Control (Panel) Room Insulation Cable Power 7/thy'/z/szpcJ'ontrollers ew~ 13 240 /Z~&5 ~ 3/,oC c:P-,(~ m;ceo HI,7< ~~/to,&8 I Ins trumentat ion vnnps<norms 120 /g g9o ~4r0t) &7-,088 Liquids: 0 Solids: Transient (Negligible) Total ~480 ~ 5QU COqC an
5. Control of Hazards Flectrical penetrations are sealed with three hour rated fire stops at all floors and at rated fire barrier w~lls. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with Amendment No. 15 9.)A-21
SHNPP FSAR flexi.ble or semi-rigid fire stop assemblies . Fire dampers are not provided ~ wt.thin safety related ducts. Full height, three-hour rated fire barriers are provided between SA and SB safety related cable trays within the area (at E-39). Supplemental barriers are provided where safety and non-safety related cable trays are at close pr'oximity and Regulatory Guide 1.75 criteria cannot b>> met fully. Fire breaks are installed in this fire area. Based on the smoke removal rate recommended for the combustible load in the Cable Spreadi.ng Rooms (1.5 cfm/sq. ft.) comparable smoke removal would achieved for this area by a rate of a roximatel 1.77 cfm/s . Smoke, seat and pro ucts o incomplete combustion will be removed by the normal ventilation for this area. 5)~~(Q sv(f'(.ca~~ 4~a> Q r~ ~rear<~ 4r 6 g<w< C gag r/a6 l Oaaa~><c Rises: h~POMSg Supply: AH13 (1A-SB) Exhaust: E-29 (1A-SA) AH13 (1B-SB) E-29 (1B-SB) Safety Function Ciass Mode Supply 3 Operating 550 1 ~ 77-3 Standby 550 1.77 Exh3us 3 Operating 550 1 '7 3 Standby 550 1.77 There are no radioactive sources in this area.
6. . Fire Detection The type of detection system provided in this area and its functions are as follows:
Main Fire Detection Local Control Panel* Control Panel Suppres Det System Sire Zone Zone ~T e Basis Local** Ann Alarm Actu Ann Alarm I-A-ACP 1-43 Ioniza- Area X X X No X X t ion
The local fire detection control panel located in the RAB on Elevation 286 ft. covers the fire areas and fire zones on the same elevation.

Loca1 alarm and annunciati,on of fire or trouble condition, both visual and audible, are provided for each area at the local control panel and an audible a1arm at the fire zone.

7. Access and Initial Res onse Access to this area is provided from the adjacent switchgear Room 18, Fire Area 1-A-SMGRB (see Figure 9.5A-9) ~ Carbon dioxide extinguishers are 9.5A-22 Amendment No. 15
SHNPP FSAR APPENDIX 9.5A.3
1. Identification Fire Area: 1-A-BAL Building: Reactor Auxiliary 15 Fire Area: .I-A-BAL Reactor Auxiliary Building Balance, Elevations 190, 216, 236, 261, and 286 ft.
Fire 7ones: Detailed under Item 4 Shown on Figiires: 9.5A-6, 9.5A-7, 9.5A-8, 9 ~ 5A-9, 9 5A-ll, 9.5A-12, 9.5A-13 and 9.5A-26 Length (ft.): Variahle Width (ft.): Variable Height (ft.): Variable Area (Sq. ft ): ~ 134,850 Volume (cu. ft ): ~ 2,700,000
2. ~0ccupanc The area contains various safety and non-safety related equipment such as:
piimps, tanks, filters, electrical equipment, heat exchangers, HVAC and associated controls, wiring in conduit and cable in trays'
3. Boundaries Wa1 ls, floors, ceilings, and structural columns supporting the area boundaries are nf reinforced concrete construction, with a minimum fire rating of three hoiirs. Wall openings for personnel access are protected by certified three-hour A label type fire rated doors and by certified one-and-a-half-hour B label type fire rated doors at stair towers Floor, ceiling and roof openings for handling of equipment are protected by reinforced concrete hatch covers. Openings within fire area boundaries have a three hour fire rating. Concealed spaces consist of pipe tunnels, manholes, pipe chases, valve pits, valve galleries, sumps and inspection openings.
'4. Combustible Loading Quantity BTU in BTU/ Combustible Gal./lb./RF 1000's sq. ft. Fire Area: l-A-BAL, Reactor Auxiliary Building Balance its ~4 .. Floor Area: 434~9 sq.f(. wc8< Cable Insulator(~ <,be<+~ Power '."V~" ~N l5(oU ~6<~~v >>~> 'I ~Hv998lC ~ >OI 'lp Instrumentation . I+)C4'X~'~44- r l<'1 M~~~PQ~)9 8,'k8 Liquids: Grease Oil (gal.) (lb.) l~")(~y+w Sb 158 1 i y4.~PL ~99lq,C4 I 7 ~ I F37 g.~ +99?.SW ~ /gal So lids: Charcoal (lb.) ~~ ~W ,999.M ~4 6& 4 7g 9.5A-25 Amendment No. 15 SHNPP PSAR Quantity BTU in BTU/ Combustible Gal ~ /lb./RF 1000's ~It ft Transient: ~'~~) Fiber Drums (lb.) 30 5 Charcoal (lb. ) ~>'R8 I ~M ~~e'I f749 TOTAL Following is a listing of Pire Zones ~,~g,q~ within Pire Area 1-A-BAL l~-R, 198 which have negligible combustible loadings: l-A-1-ED, Equipment Drain Transfer Tank, Elevation 190 ft. l-A-l-FD, Floor Drain Transfer Tank, Elevation 190 ft. 1-A-2-COR, Access Corridor, Elevation 216 ft. 1-A-2-PT, Pipe Tunnel, Elevation 216 ft. 1-A-3-TA, Tank Area, Elevation 236 ft. 1-A-34"RHXB Residual Heat Removal Heat Exchanger 1B, Elevation 236 and Elevation 261 ft. 1-A-4-TA,,Tank Area, Elevation 261 ft. 1-A-46-ST, Steam Peedwater Tunnel, Flevation 261 ft. through 305 ft.. 1-A-5-CEH, Cont. Equipment Hatch Area, Elevation 286 ft. 1-A-5-HV3 HVAC Equipment, Flevation 286 ft. Fire Zone: l-A-l-PA, Residual Heat Removal Pump Room lA, Elevation ft. Floor Area: ~e- sq. 190 ft. Quantity BTU in BTU/ Combustible Gal./lb./RF 1000's sq. ft. Cable 'Insulation p ~PA &p 600 e eZ9 Power W ~ ~'/y -~f}4l7W -~e- 3+Cg Control 22 ~~>cubo Instrumentation y,~'~ ~lg" 22 -+pi48-g~~~ ~~ ~rz.qo Liquids: oil (gal.) 60 .See: C4g0 ,Bee- ~ la Solids: 0 0 0 o~Se ((~S.) SoD ~~Q Total ~eee-l<1 t" 98 9.5A-26 Amendment No. l SHNPP PSAR Pire Zone: 1-A-1-PB, Residual Rest Removal Pump Room 1B, Elevation 190 ft. Floor Area: &;960 sq. ft. ~On Quantity BTU in BTU/ Combustible Gal./lb./RF l000's ~e. fr. Cable Insulation Power ~0< dd -1k'. 9g 7< ~b ~~ l ah+ Control aoxr'lo 4~&~10 ~~QQ ~l y7l r Instrumentation ~~'x rQ" , ~4 ~l l~ <Ml Liquids: oil (gal. ) 60 6,500 2,200 Solids: 0 0 0 g) ease t'.t&) ~99-lory ~999 Total 99- ~;499 57l 4& I l+C1 f Pire Zone: l-A-2-MP, Miscellaneous Equipment and Pumps, Elevation 216 ft. Floor Area: ~~9- sq. ft. S 7+a Cable Insulation ~P t~ e c'l'l Power 44 'rC~ ~e- M,~+-,see ,&9&. ~& ~ 134 Control g~ Instrumentation 104 30 ~$ -4pgg >,4 I o<1 Liquids (negligible, integral with equipment) Solids 0 0 ql-u~Se C i>.) II ~88-Total .~MB-496 fC ~49 Pire Zone: 1-A-3-COMB, Columns 41 to,,43 and B to E, Elevat/on 236 ft. Floor Area: 4,400 sq. ft. Cable Insulatioq, Power 4 P gW ~10~ ,~ ~ ~ ~00- l+1 P~ W~ < lI 380 Control (W 9 rA,< 4'/~ ~88 l~>g~ ~$ 8- ~g ~QQ e Instrumentation~ ~QQ y.qo C,Ml<~ 6 a lZ) V4L le'9 w~~ )ydl ig f4 ~) E'4+ Liquids: grease (lb.) 20 Solids: 0 . 0 0 Transient: oil (gal.) ~+O ),&~ 55 ,eee. ~MQ Total ~g) 1l4? )0$,7al y 9.5A-27 Amendment Ho. 1 SHNPP FSAR Fire Zone: l-A-3-COME, Columns 41 to '43 and E to H, Elevation 236. ft. Floor Area: 8'sq. ft. ~l7 0 Quantity STU in BTU/ Combustible Gal./lb./RF 1000's sq. ft. Insulation Cable ~ <~99-zPoo+;~Se- 9,d6E ~m ~ Power )C ~ / ~/~'40 s-A. X 4'ontrol <'/y 340 ~~~g+,700 ~~~& 4'IQ " Instrumentat ion 340 7eosn ec,kg Liquids (negligible) 0 0 Solids 0 0 Transient: Oil (gal.) 55 To t al -k%~99- ~40 '44,999- ',i~g ~@I &fg Fire Zone 1-A-3-COMI, Columns 41 to 43 and I to L, Elevation 236 ft. ~N'q. ft. Floor Area: Cable 7~ Insulation 84; << 29,4o Power h Iu.")c~' ~~86 > >7< ~999- 4>~ ,~4yoyo /~--'nstrumentationn Control N4 )V. ] 4-,599 9C 3C ~'yg~/+'08 501 ~Rt'Pi~gygg ~W wt (k8' Liquids: grease (lb.) Solids: 0 0 Transient: Oil (gal.) 55 ~40 ~998 To ta 1 ~)96-04~1 M7 +9 ~ Co83 Fire Zone 1-A-3-COR Access Corridor, Elevation 236 ft. Floor Area: ~98- sq. ft. a~ ce, Cable Insulation gC9 N,97K Power (Z'~ g ~388 ~'ontrol 0 0 0 Instrumentation 0 0 0 d / I Liquids: Oil (gal.) '14 ~POO -k-,686 Solids: 0 0 Transient: Oil (gal.) M W4'- ep47 55 Total /$14L > ~ ~8 Co~~( 9.5A-28 Amendment No. 1 SHNPP FSAR Fire Zone 1-A-3-MP Mechanical Penetration Area, Elevation 236 ft. Floor Area: ++;988. sq. ft. 9Qq~ antity BTU in BTU/ Combustible Gal./Ib ./RF 1000's ~a.f t 'Cable Insulation 7X II ( ZM I,C~ Power I~M -95"40 ~898- rr,COO + ee'97 Control ~'g ~ I/~" 45 ~ee- II,49% ~(,c gy Instrumentation ~'~~ 30 ~8-4 g1< (integral with I/+'iquids: equipment) Solids 0 0 0 (OO Ir Transient: Grease (lb.) 5 Total eR6-,8ee ~388-4(, &M Fire Zone 1-A-3-PB Pumps ard Equipment, Elevation 236 ft. Floor Area: +5-,899 sq. ft. 14, t+l tf 4'70 Cable Insulation 10,~0 Power I~ ~MO (go 4 I ~)C Instrumentat'ion Z'/~ Ig" ~4'ontrol ~Zg ~ >@0 ~400-m, CA+ ~4& ~ 7&S-Ie+I, gW ~40- 3,&7& XZI/~'iquids: Grease (lb.) 1 20 0 Solids: 0 0 0 (OO Transient: Grease (lb.) 5 Total: +<~It- ~totIq O (C, Fire Zone: l-A-4-CHFA, Charcoal Filter Room IA, Elevation 261 ft. Floor Area: 2,900 sq. ft. II Cable Insulation + ~4, 010 ~,~0 I<,~> (9,+39 Power l2. 'JC4 '/ ', ~ ~ee ~ee-~lag) ~e99- &(3W ~;999- 4,~~ 3 Instrumentation Liquids: ~ ,>n i' IOO .~OOIa<VW a~we- ~r Z~ 72,o7% I g 3y~y+X ~r I2,2. 0 I WC+ I4;V+8 Solids: Charcoal (lb. ) +-,&Be- e Transient: Charcoal (lb:) ~236. 1~,74'&'288-C4G g+ Fiber Drums: (lb.) 30 -+ee-Total ~9%F-I 9.5A-29 Amendment No. 11 SHNPP FSAR Fire Zone: l-A-4-CHFB, Charcoal Filter Room 1B, Elevation 261 ft ~ Floor Area: ~9& sq. ft. Quantity BTU in BTU/ Combustible Gal./lb./RF 1000's ~s.f t II Cable Power Insulation Control ~M4. je. X 4-" ~'ton</w-R65-<IC ~ C.5O 3S,~ 63-,008 ~4994$ }7P~ -qoo ~80 4t)')> 44-,888. I>4' $ ,9 }4 Instrumentation ~lQ S4 Ii ~<II 465 l'70 480Wq47< ~R& tt) Oo9 Ya XX/4'7O >So A-l,5~ 744 4 l)~7 Liquids: 0 19 7, ~gS lC~ ~388- ~O7 ~799 Solids charcoal (lb,) ~238 Transient: charcoal (lb.) fiber drums TOTAL (lb ) ~998.I>W 30 ~~ee- ~we- ~ +2-,3'-I+,7+~ 4-,7'ee.~i>> I ar 8 l8 2I I, ~M 'IW, Fire Zone: 1-A>>4-CHLR, Chiller Room, Elevation 261 ft. Floor Area: ~408 sq. ft. I 5, g~ -e Pf",I ~+ ~4 gN Cable Insulation ~/4 0;0 ~IL3e 00 74'4QQ-~ 39O) OOO +79 Power Control t ~+ <+Y+ ~~9$ bS'~8 95-,999 gf>GP ~I)O g7) k~~lZ)-ILO ~ }'LgO 7lO Instrumentation Liquids: Oil (gal.) ~ }+ ~+~~ ~i%} }O> ~"m'/< k.ZS -R$ - e+ Mu,97m. ~Q-z$ 9z 44 a;S3C ~%9- I g7 Solids 0 0 +vg Transient: Oil (gal.) 55 I) lO+)7Q ) l~) Fire Zone: l-A-4&0MB, Columns 41 to 43 and B to E, Elevation 261 ft. Floor Area: .4-,2Iee sq. ft ~ W}g1 Cable Insulation Power -72, 999-&o,7M m,-499 14m l -4+~}47,9'M-,749-m, sc.B ~g < t/~'80 Control. Instrumentation 370 -35 ~BC,'o~ ~We- ~,os' Liquids: Solids: 0 0 ~+O t+I'F Transient: Oil (gal.) 55 ,'eee- 9-Total -4&p988-3oo,C IS 9.5A-30 Anil ndmf nt No. 3 SHNPP FSAR Fi Zone: 1-A-4-COMB, Columns 41 to 43 and E to H, Elev on 261 ft. Floor rea: 5,100 sq. ft. Quantity TU in BTU/ Combustible Gal./lb./RF 1000's ~s. ft. Cable Insulation Power 240 43$ 200 8,500 Control 240 37,700 7,400 Ins trumentat ion 240 22,800 4,500 Liquids: Solids: sient: Oil (gal.) 55 00 1,400 Total 109,7 21$ 800 Fire Zone: 1-A-4-COME, Columns 41 to 43 and to Elevation 261 ft. Floor Area: ~3 $ o7(y sq. ft. E H, Cable Insulation Power <~$ ~8 X t$ 6 tTlt) L~'1 x @ 1' 4 240 C<Pan ~M8 My'f,si'f Control 240 3C,~~ S7-,~ ~$ HR ~,49~ Instrumen'tation (>ax sf~) 240 S'v,'Sf$ o Q.'~ 4r,.i'V, 928'- Ce Liquids: 0 S olids: 0 0 0 l $ 17 0 Transient- Oil (gal') 55 ~gee ~8M TOTAL 0 ~ 1 s'8, 9q< gS'> S I Fire Zone: 1-A-4-COMI, Columns 43 and I to L, Elevation 261 ft. Floor Area: sq. ft. I pS' & Cable Insulation'ower Control -.. ~ ' 74 ~. u1<o- %9-880 >i'I~f$
,<", > >....~~ +4+.,g 1~$ k~j
~0 / Instrumentation'L!lxr~lg)-- 7C'H 'gpQ4C - &580 7, 7%$ ' g . 8135 Liquids: ""0) Solids: 0 0 940 9>'P Transient: Oil (gal.) 55 Total ~Q 93-,RKI >~ ~%0 38-$ 8M 76, o6$ 4<~ >9K 9.5A-3l Amendment No. 1 0 SHNPP FSAR Fire Zone: l-A-4-COR, Access Corridor, Elevation 261 ft. Floor Area: ~998 sq. ft. BTU in BTU/ Combustible Quantity'al. /Ib . /RF 1000's ~s ~ ft. Insulation Cable - -7I> -~ +34.~.Sr,7$ f ~QQQ ~0 Power . ~ '...<~~pi ~ loC,S'oo Control- ,<~~1> . >>o 2&9 +, 44-~0 i >> Instrumentation - Lii~>P.i--' 37 2¹0 y',7i7-"&480-3,'its- -. Sti s.oo - &990 ~ ~ ". C+9 ~) I Liquids: 0 0 0 Solids: 0 0 0 <j9 fO 3,PS4 Transient: Oil (gal.) 55 ~000 Total RfR-,~ '2%Coi 94~ ~i@0 i@i, vvs-Fire Zone: l-A-S-HVA, HVAC Room lA, Elevation 286 ft. Floor Area: B-,RS sq. ft. fp tOO Cable Power InsulationsowH x DKAKJ Control C ~ C~N xs) C "xtVw) Instrumentation (a-s i sL. y 125 130 65 i'~) i~i7i4 is- ii~ ~~ 'Vi $43 z~,era. e-,see- v,S3a ~399 ~368 ~DO Liquids: (integral with . equipment) Solids: 0 0 /OP zH~ Transient: Grease (lb.) Total Co7'/g. QP] P f7 Fire Zone: l-A-5-HVB, HVAC Room 1B, Elevation 286 ft. Floor Area: -'.~0 sq. ft. 3i 59I Cable Insulation CWao~ex DCMH) Power 440 3 dg,OW ~X%- ig g7y ~+tu0 Control 4- y ~]i+y 645 ~~ V~S'6-,999 gP', <<y-0, C rCV Instrumentation /we > >tip ggq~~ lLOQO Liquids: (integral with 0 0 equipment) Solids: 0 0 /PP 2-$ Transient: Grease (lb.) To tal ~~966 -68;480 3>9, gs7 /i+ 838 Amendment No. 11 9.5A-32 SHNPP FSAR Fire Zone: lW-5&ATN, Battery Room Neutral (Non-Safety Related) Elevation 286 ft. Floor Area: 210 sq. fta Quantity BTU in BTU/ Combustible Gal /lb./RF 1000's ~s ~ ft. Cable Power ~)C Insulation E.W i o~P w O~&rH J LZ-0 8cg ) (~9xspq) 60 ~jo &75 ~ (vMo ~8eeM ggigg'7 ee %coo I(] @6' ios; yS~ Liquids: Solids: Transient: Oil (gale) 0 0 0 To tal ~M- '%WE 287 ddv008 w4 >i dcdS Pire Zone: 1-A-34~, Residual Heal Removal Heat Exchanger lA, Elevation 236 ft. and 261 ft. f--'cc, Cable /irz- 'p Insulation ci- \'Vtd~H )c.thg~tl) p M (in Conduit) 0 0 5,joe'nstrunentation Liquids: (integral with 0 e quipm ent) Solids: Transient: Oil (gal ) 0 0 0 To tel ~I88 4-,888-Y) foO (S;+95
5. Control of Hazards Electrical penetrations are sealed with three hour rated fire stops at all floors and at rated fire barrieiv walls. Mechanical piping penetrations through fire barrier walls are anchored or sealed with flexible or semi-rigid fire stop assemblies. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire stop assemblies. Fire dampers are not provided within safety related ductsm Partial or full height structural barriers may be provided between redundant safety related equipment within the area, as shown on the figures.
Three hour rated fire barriers were provided between redundant safety related cable trays at points of close proximity. Barriers consisting of cable tray covers were installed between safety and non-safety related cable trays, where Regulatory Guide 1 75 cannot be fully met. Fire breaks are installed ~ throughout this fire area as required. / ~ased on the "smoke removal rate recosssended for the comhnstdhle load ln the Cable Spreading Rooms (1 ~ 5 cfm/sq. ft ~ ) comparable smoke removal would be r 9.5A-33 SHNPP FSAR achieved for this area by a rate of approximately 0.2 cfm/sq. ft. Smoke, heat system for this area.'5'4~ ~ ~~+'~~ ~~ssa$ $ 1VC- Ci~ s$ ~y r ~ S~~ps.C ~ ~s ~~ ~'.~~ ~s$ .L- s=~ >> ~r rSC.st y +'COCC C.( Supply: S-3 (1A~S) Exhaust: E-17 (1X~S) EH (lAHA) S-3 (1BWNS) E-l 8 (1X~S) EH (1BWB) E-1 9 (1X~S) E-20 (1XWNS ) Entire fire area except for fire zones: 1W-5&VA$ 1W-5&VB$ and 1-A-5-BATN. Safety Function Class Mode Flow (cfm) cfm/s ~ ft. Supply (1A) NNS Operating 132,000 1~ 0 Supply (1B) NNS Standby 1320000 1~ 0 Normal Exhaust NSS Operating 134, 800 1~0 (E-17, E-18, E-19i E-20) Emerg Exhaust (1A) 3 Operating 6, 000 s 045 Emerg Exhaust (1B) 3 Standby 6,000 ~ 045 Fire Zone 1-A-5WVA Supply: AH-12 (lAWA) Exhaust: E-28 (1AWA) AH-12 (1BWA) E-28 (1B&A) Supply Operating 1, 800 Os 67 Supply Standby 1, 800 0. 67 Exhaust Operating 1, 800 0. 67'. Exhaust Standby 1, 800 67 Fire Zone 1-A-5WVB Supply: AH-13 (1AWB) Exhaust: E-29 (1AWB) AH-13 (1BWB) E-29 (1B&B) SuPPly 3 Operating 25100 Os 58 ~apply 3 Standby 25100 0. 58 Exhaust 3 Operating 2, 100 Os 58 Exhaust 3 Standby 2, 100 0 58 Fire Zone 1-A-5-BATN Supply: .AH-12 (lAWA) Exhaust: E-28 (1AWA) AH-12 (1BWA) E-28 (1BWA) Supply Operating 300 1.4 Supply Standby 300 1 ~ 4 Exhaust Operating 300 1.4 Exhaust Standby 300 1.4 9.5A-34 SHNPP FSAR APPENDIX 9.5A ~ 4
t. 'fbi nttficattnn Fire Areas: 1-A-BATA and 1-A"BATB
~Luilding: Reactor Auxiliary 15 Fire Areas: 1-A-BATA Bat tery Room lA, Elevation 286 ft' 1-A-BATB Battery Room 1B, Elevation 286 ft. Shown on Figures: 9.5A-9 and 9 'A-13 Length (ft ): 15 0814%) Width (ft ): 14CORT4Height (ft ): 8CBA<A ) ~ ~ ~ ~ l6.s Ceh~Bg t4 QRTB) P <BATS) Area (sq ft.): 210 5BATA3 Volume (cu. ft.): idge ~ ~ I C8ATB) (ek~B3 (RATA's.OR
2. Occu~anc The areas contain batteries, for safety trains SA and SB respectively, racks, associated controls, wiring in conduit and cable in trays.
k
3. Boundaries Wa11s, floors and ceilings are of reinforced concrete construction, with a minimum fire rating of three hours. Only one opening in the wall of each fire area is provided for personnel access protected by a certified three-hour A baal type fire rated door. There are no concealed spaces or floor trenches.
Combus t able Loadin Quantity BTU in Btu/ Combustible Gal./lb./RF 1000's ~s. ft. Fire Area: 1-A-BATA, Battery Room 1A e Cable InsuIation (RF) (wist x oops> 3~ 400 14,~6 Power ERA K+/ 20 g686-Control (in conduit) , 0 0 Instrumentation (in conduit) 0 0 Liquids Solids Transient (negligible) Total ~e P bob x,~84 9.5A-62 Amendment No. 15 SHNPP FSAR BTU in Btu/ 'ombustibleArea.'uantity Gal./lb./RF 1000(s ~s. ft. Fire l-A-BATS, Battery Room 1B r Cable Insulation (RF) asks Power ....,. ~(4.e) 7+r Instrumentation (Mty%lX MPl'Hg ('A@X 4-3 60 Qi 600 ~g <xS'~ ~,ss'7~ l ol,4m& Q't,077~ l (m'en'4) Liquids Solids Transient (negligible) 0 0 Total 86- .~Q gg pig ~3 t,+5S
5. Control, of Hazards Electrical penetrations are sealed with three hour rated fire stops at all floors and at rated fire barrier walls. Mechanical piping penetrations through fire barriers are anchored'or sealed with flexible or semimigid fire stop assemblies. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire stop
~ass mblies. Fire dampers are not provided within ductwork or transfer openings in safety related ducts. Curbs 6 in. high are provided "at each access door to prevent the spilling of battery electrolyte into the ad)acent areas. Rnseft on the smoke removal rate recommended for the combustible load in the Cable Spreading Rooms, 1.5 cfm/sq.'t., comparable smoke removal would be achieved for each area by a rate of approximately 0.13 cfm/sq. ft. for ~rea 1-A-BATA and 1.0 cfm/ft. for 1 A-BATB. Smoke, heat and products of fncnmplete combustion are removed by e normal ventila+on system for each-< s/i s(lrf s(((fear(.n(et Aaa 1 de p"hara tea'y a 7"re to c jaS(e a<<a((a7. c f' d'P "rs ~~~~e mme< ~~Pe<i+g ~;]I g~ ma6CeO Area: 1-A-BATA Supply: AH-12( lA-SA)& Exhaust.: F.-28(1A-SA) & (1B-SA) (1B-SA) 1-A-BATB AH-13(1A-SB)& E-29(1A-SB)& (1B-SB) (1B-SB) Safety Fire Area Function Class Mode ( ( ~(l 1-A-BATA Supply ~ 3 Op.:rating 300 l. 43 Supply 3 Standby 300 1.43 Exhaust 3 Operating 300 1.43 Exhaust 3 Standby 300 1.43 9.5A-63 Amendment No. 15 SHNPP FSAR APPENDIX 9 'A.5
l. Identification Pire Area: 1-A-CSRA Building: Reactor Auxiliary Fire Area: 1-AWSRA, Cable Spreading Room lA, Elevation 286 ft.
Et' Shown on Figures: 9,5A-9, 9.5A-12, 9.5A-)3 Length (ft.): Variable Width (ft.): Variable Height (ft.): 17 Area (sq. ft.): Volume (cu. ): 79,500
2. ~0ccc acc The area contains cable in trays and condui.t associated with safety train A.

3. Boundaries Mali, fLoor, ceiling, and structural columns supporting the area boundaries are of reinforced concrete construction, with a minimum fire rating of three hours. Multiple wall openings provided for personnel access are protected by certified three-hour A label type fire rated doors'he concealed space in this. area is a pipe chase located at Columns 36 and B. There are no concealed floor trenches.

4. Combustible Loadin Quantity BTU in Btu/
Combustible Gal./lb./RF 1000rs ~s ~ fc ~ ~ Area: 1-AWSRA, Cable Spreading Room lA 97 v3 Floor Area: sq. ft. Cable insulation (RF) Power (in conduit) 0 0 Control rays 4 n<s~S 4, 683 ~~+~~1~~00 Instrumentation ~wyc %~is~ I, 495 2 43,W>~ GOO Liquids Solids 0 Transient (Negligible) Total ~~6 a/8j fM /> 9.5A-67 Amendment No. 15 SHNPP FSAR
5. Control of Hazards Electrical penetrations are sealed with three-hour rated fire-stops at all floors and at rated fire barrier walls. Mechanical piping penetrations through fire barriers are anchored or sealed with flexible or semi-rigid fire sto p asembl ies. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or serai-rigid fire stop assemblies Pire dampers are not provided within safety related ducts.
Three-hour rated fire barriers are provided between safety trains SA and SB at building columns E-B and 43. Barriers consisting of covers and/or fire retardant coatings are installed between safety and non-safety cable trays where Regulatory Guide 1.75 cannot be fully met Fire breaks are provided as required Based on the smoke removal rate recoramended for the combustible load in the Cable Spreading Rooms (1.5 cfm/sq. ft.) comparable smoke removal would be achieved for this area by a rate of approxlmately 1.4 cfm/s ~ ft. mo , eat a pro ucts o for this area: s(~M s ~~,~~r k&ci~i r~ ncomp ete corabustion are reraoved by t e smoke purge system 74~ %i& s~~ d~- Scr ~~~~ ~~a'bc, ~Act7p /P o P-.n~ r c~~d-m/ c 4 gRo ~&cger Supply: AH-12 (1AWA) Smoke Purge: ES-2 (lAWNS) AH-12 (18&A) ES-2 (1BWNS) Safety Function Class Mode Flow(c fm) (cfm/s ~ ft.) kecirculation Operating 2, 200 0.5 (lA-SA) kec irc ula t ion Standby 25200 0 5 (LB-SA) Sraoke k'urge NNS Operating 8$ 000 1 7 Snlo ke NNS Standby 8$ 000 1 7 .The nornral ventilation system for this area is a recirculated systera, which in case of fire, can be switched to once-through operation. The change from the normal ventilation to the smoke purge is manually initiated by the control room operator, based on the information received from the smoke detection systera installed in the Cable Spreading Room lA. The sraoke resulting from a fire in Cable Spreading Room lA is reraoved by fan ES-2 (lAWNS$ 1B&NS)$ which is normally turned on. There are no radioactive sources in this area. 9.5A-68 SHNPP FSAR APPENDIX 9.5A.6 Identifichtion Pire Area: 1-A-CSRB Building: Reactor Auxiliary Pire Area: 1-A-CSRB, Cable Spreading Room 1B, Elevation 286 ft Shown on Figures- 9 'A-9$ 9 'A-12$ 9 'A-13 Length (ft.): Variable Width (ft.): Variable Height (Et.): 17 D2.WH Area (sq ft.): ~l5 Volume (cu. ft.): 36,125 20 ~0ccu anc This area contains cable in trays and conduit associated with safety train B. Boundaries Walls, floor,'eiling and structural columns supporting the Eire area boundaries are of reinforced concrete construct'ion$ with a minimum fire rating of three hours Multiple wall openings provided for personnel access are protected by certified three-hour A label type fire rated doors. There are no concealed spaces or floor trenches'. Combustible Loarlinc +antity BTU in BTU/ Combustible Gal./lb./RF 1000's ~s. ft. Are': l-A-CSRB, Cable Spreading Room 1B Floor Area ~ 0~0'q$ WL3 fthm Cable'Insulation Power (in conduit) Cont rolff+P.t~ 2,050 8+z <f6 Instrumentation 100 Liquids 'reps g~y~ 0 So lids Transient (Negligible) Total ~+00- 0 6~ V>787 /$ 8>89~ 9.5A-72 Amendment No. 15 SHNPP FSAR 50 Control of Hazards Electrical penetrations are sealed with three-hour rated fire stops at all floors and at rated barrier walls. Mechanical piping penetrations through fire barriers are anchored or sealed with flexible or semi-rigid fire stop assemblies HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire stop assemblies Fire dampers are not provided within safety related ducts. Three-hour rated fire barriers are provided between safety trains SB and SA at building columns E-D and 41 'arriers consisting of covers and/or fire retardant coatings are installed between safety and non-safety cable trays where Regulatory Guide 1 ~ 75 cannot be fully met. Fire breaks are provided as tern required. ased on the smoke removal recommended for the combustible load in the Ca e Spreading Rooms (1 ~ 5 cfm/sq. ft.) comparable smoke removal would be achieved for thl.s area zone room by a rate of approximately 1 ~ 0 cfm/sq ft. mo e, eat a uc s o ncomp ete corn ustion are remove y t e smoke purge sys fo r this area: >"c$ '~ Qg, 5rve~ ~0~4. s-+6<<7p 4 iC,C. + << g,<~+~~ Supply: AH-13 (1A-SB) Smoke Purge: ES-2 (IA-NNS) AH-13 (1B-SB) ES-2 (1B-NNS) Function Class Mode Flow (cfm) (cfm/s ~ ft.) Recirculation 3 Operating 2,200 1 ~ 0 (1A-SB) Recirculation 3 Standby ',200 ls0 (1B-SB) Smoke Purge NNS Operating 8,000 3s8 Smoke Purge Standby 85000 3.8 The normal ventilation system for this area is a recirculated syst: em which in case of fire can be switched to once-through operation. The change from the normal ventilation to the smoke pu'rge is manually initiated by the control room operator, based on the'information received from smoke detection system installed in the Cable Spreading Room 1B. The smoke resulting from a fire in Cable Spreading Room IB is removed by the fans ES-2 (1A-NNS, 1B-NNS), which are normally turned off. P There are no radioactive sources in this area 9.5A-73 SHNPP FSAR APPENDIX 9.5A 7 s Identification Fire Areas: 1-A-EPA and 1-A-EPB Reactor AuxilLary 15 B>>ildi,ng: Fire Areas: l-A-EPA, Electrical Penetration Area 1A (Elevation 261 ft ) 1-A-EPB, Electrical Penetration Area lB (Elevation 261 ft.) Shown on Figures: 9.5A-8, 9 5A-12 Length (ft.): 63 Width {ft,.): 58 Height'(ft ): ~ 23 s,c s+ Area (sq. ft.): MF80 Volume (cu. ft.): 8,500 3 ~noon snc l: l f th areas contain electrical penetrations into the Containment, air hnndli.ng units MCC's, pressurizer heater controls and back up as associated controls, wiring in conduit and cable in trays.
3. Boundaries s
Walls floor c'eiling, and structural columns supporting the area boundaries are of reinforced concrete construction, with a minimum fire re ratin g of three hours. Mall openings for personnel access into each area aree two certified l l three--1iour .A a b e typee fire doors and a-certified one-and-a-half-hour B l h 1 type fi.re rated door at each stair tower eninngss for Floor open or handling of equipment are protected by reinforced concrete hatch covers wt. th a three-hour fi,re rating. There are no concealed spaces oi floor trenches. 4~ Combustible Loadin Quantity BTU in BTU/ Combustible Gal./lb./RF 1000's ~s. ft. Area- 1-A-EPA, Electri.cal Penetration Area 1A Cable Insulation ~~oyg a 0CPfK i o9, Soo >9,9 4T Power ( <4> + ) 730 e cia) 5L7 sS,ic 5 Control 4~< < <iy) 635 lip) f89 St) 3I7 3nsttussntstion(ttst))373 ~i@4 9.5A>>77 Amendment No. 15 SHNPP FSAR Quantity BTU in BTU/ Combustible Gal. /lb. /RF 1000's ~s ~ ft. Liquids (Minor Inte-gral with Equipment) Solids 0 Transient (Negligible) Total g g4,yCo S IIV,%47 Area: l-A-EPB, Electrical Penetration Area 1B Cable Insulation (~for g x oar Pf'H) (38,4,o> 37, >3l Power (~g gay 924 0 I Ql;77Cp z.,084-Control (.44<</q) 573 ) ~40 5 '3i,<6S I0S;349 Instrumentation(z'fcsf)378 Liquids (Minor Inte-gral with Equipment) Solids Transient-(Negligible) Total 0 ~PTO Q4-s;7>P I? I) QS3 5~ Control of Hazards Electrical penetrations are sealed with three-hour rated fire stops at rated fire barriers. Mechanical. piping penetrations through fire barriers are anchored or sealed with flexible or serai-rigid fiie stop assemblies HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire stop assemblies Fire dampers are not provided within safety related ducts Supplemental barriers, fire retardant coatings, and/or fire breaks are provided at cross-overs between safety and non-safety related cable trays at points of close proximity where Regulatory Guide 1~ 75 criteria cannot be fully met. Curbs six in. high are provided at the two access openings protected by Class A fire doors, to prevent water from flowing into or out of the fire areas. These curbs also prevent spread of flammable liquids from adjacent fire area into the areas 9.5A-78 'SHNPP FSAR Based on the smoke removal rate recommended for the combustible load in the Cable Spreading Rooms (1.5 cfm/sq. ft'), comparable smoke removal would be achieved for each area by a rate of a proximately ~ 55 cfm/sq. ft. for I-A-EPA and .60 <<fm/sq. ft. for I-A-EPB Smoke, ea pro ucts o ncomplete Qsyasl'8 5\1 ffs C.NOVal Ce,PnCs4g cl e$ B 0' WS ~t Il b4. y~SB~Qfacy bq $ ; be geBB't'ra c re, te c 'tele av te$ ssnts's f; re dasBa pesrs J re c $re Supply-Normal: S-3 (IA-NNS) Exhaust-Normal: E-17 (IX-NNS) S-3 (1B-NNS) E-18 (IX-NNS) E-19 (IX-NNS) Safety Function Class Mode Flow (cfm) (cfm/s . ft. ) Fire Area: I-A-EPA, Flectrical Penetration Area IA Supply 'NS " Operating 65200 I 7 Supply NNS Standby 6,200 le7 Normal Fxhaust NNS Operating 6,200 I 7 Normal Exhaust NNS Standby 65200 I 7 Fire Area: I-A-EPB, Electrical Penetration Area IB Supply NNS Operating 5,600 I ~ 5 Supply NNS Standby 5 '00 Normal Fxhaust NNS Operating 5$ 600 I 5 Normal Fxhaust NNS Standby 5$ 600 I ~ 5 There are no radioactive sources in these areas. 6~ Fire Detection The types of detection, actuation and signaling systems provided and their functions for these fire areas are as follows: Main Fire Detection Local Control Panel* Control Panel Suppres Det System Fire Zone Zone 'Ty e Basis Local** Ann Alarm Actu Ann Alarm I-A-EPA 1-30 Thermal Area X X X X X Zoniza- Area X X No X X tion 9.5A-79 SHNPP FSAR APPENDIX 9 'A 8 Identification Fire Area: 1-A-SWGRA Building: Reactor Auxiliary Fire Area: 1-A-SWGRA, Switchgear Room lA, Elevation 286 ft. Shown on Figures: 9 5A-9, 9s5A-12, 9 'A-13 Length (ft ~ ): 72 Width (ft.): ~72 Height (ft.): 16 Area (st ft.): Volume (cu. ft.): R<,9 H+ 2~ ~Occu aec The area contains 6.9 kV and 480V emergency switchgears, DC panels, diesel seqnencer panel 1A-SA, transfer panel lA-SA, battery chargers and associated controls, miscellaneous electrical panels, wiring in conduit and cable in trays. 3~ Boundaries Walls, floor, ceiling, and structural columns supporting the area boundaries nre of reinforced concrete construction, with a minimum fire rating of three hours. Multiple wall openings are provided for personnel access protected by certified three-hour A label type fire rated doors'loor and ceiling opening for handling of equipment are protected by reinforced concrete hatch covers with a three-hour fire rating. There are no concealed spaces or floor trenches.
4. Combustible Loadin Combustible Quantity Gal./lb./RF BTU in 1000's
'TU/ ~s. fr. Area: l-A-SWGRA, Switchgear Room 1A Cable Insulation rr rr 4l,no ~%8-ll) gpss -b4-,856 Power Pgw4 QA) 410 ~ r1 II ~4 ~ ~W3 lO 4Z~ Control (~)t',g~+ ) 165 0- -kg888-rg Cf~ Instrumenta(i.on (.~'W< r/p) n 165 ~~9, ~50 Liquids (minor inte-gral with equipment) 0 9.5A-84 Amendment No. 15 SHNPP FSAR Quantity BTU in BTU/ Combustible Gal. /lb. /RF 1000's sci ~ ft ~ Solids Transient (negligible) 0 ~~09 3'~( M7 Control of Hazards Electrical penetrations are sealed with three-hour rated fire stops at all floors and at rated fire barrier walls. Mechanical, piping penetrations through fire barriers are anchored or sealed with flexible or semi-rigid fire stop assemblies HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire stop assemblies. Fire dampers are not provided within safety related ducts. Supplemental barriers consisting of cable tray covers, fire retardant coatings, and/or fire breaks are provided at crossovers between safety and non-safety related cable trays, or points of close proximity where Regulatory Guide 1.75 cannot be fully met. To prevent the spread of flammable liquids or hazardous materials spill into this area, 6 in. high curbs were provided at the pccess doors from fire areas 1-A-BAL (fire zones 1-A-5-llVA and 1-A-5-BATN) and 1-A-BATAe Smoke, heat and products of incomplete combustion are removed by the normal vent tlstton system for tbfs eree1 01iooIA. Smf+eievif kemf biy ) eiiMs&f e.'Los e itis 4 seet+ie. +ih. gneepi.orf, g1oto+ resiiioveil ~(rieofyj Supply: AH-12(1A-SA) Exhaust: E-28(1A-SA) AH-12(1B-SA)'-28(1B-SA) Smoke Purge: Valved Roof Vents Safety Function 'lass ~ Mode Flow (cfm) (cfm/sq. ft.) Supply 3 Operating 22,400 4.3 Supply 3 Standby 221400 4.3 Recirculate,on 3 Operating 21,800 4 0 Recirculation 3 Standby 21,800 4.0 Exhaust Operating 600 6.1
9. 5A-85
SHiVPP FSAR APPENDIX 9.5A.9 Ident L f ication Fire Area: 1-A-SWGRB Buildino: Reactor Auxiliary Pire Area: L-A-SWGRB, Switchgear Room 18, Elevation.286 fg. Shown on Figures: 9 'A-9, 9 'A-12, 9 'A-13 Length (ft.): 76 Width (ft.): 71 Height (ft.): 16 Area (sq. ft.): ~500 Volume (cu. ft.): ~40& W3WQ Zl.,yg ('. 2~ ~0ccu anc The area contains 6.9 kV and 480V emergency switchgears, DC panels, transfer panel B, diesel sequencer panel 8, exhaust fans, battery chargers and associated controls, wiring in conduit and cable in trays. Boundaries. WaLLs, floor, ceiling, and structural columns supporting the area boundaries are of reinforced concrete construction with a three-h'our minimum fire rating. l<uLtiple wall openings are provided for personnel access protected by certiELed three-hour A label type fire rated doors One certified one-and-a-half-hour 8 label type fire rated door is provided at the stair tower. Plour <<nd ceiling openings for handling of equipment are protected by reLnforced concrete hatch covers with a three-hour fire rating. There are no conceaLed spaces or floor trenches' 9~ Combustible Loadin Quantity BTU in BTU/ Combus table Gal ~ /lb./RF 1000's ~s. ft ~ Fire Area: L-A-SWGRB, Switchgear Room lA Floor Area'. sq. ft ~ Cable Insulation (RF) ~ )I Powar (Wp)iaq.) '1,220 Control )t. (~g&~) instrumantation < aX<i/< a 555 680 F2@3 >8'r ~ Liquids (minor inta-gral with equipment) 0 9.5A-90 Amendment No. 15 0 SHNPP FSAR Qua'nt ity BTU in BTU/ ~ Combustible Ga l. / lb. /RF 1000's ~s. ft. Solids Transient (neg1igible) 0 Total Control of Hazards %74, mg toto, gag I lectrical penetrations are sealed with three-hour rated fire stops at rated fire barrier walls. Mechanical piping penetrations through Eire barriers are anchored or sealed with flexible or semi-rigid fire stop assemblies. HVAC ductwork penetrations through fire barriers are sealed between duct and harrier opening with flexible or semi-rigid fire stop assemblies. Fire dampers are not provided within safety related ducts. To prevent the spread oE flammable liquids or hazardous materials spill into this area six in. high curbs were provided at the access doors .from fire areas 1-A-BAL (fire zone 1-A-5-llVB) and 1-A-BATB. Supplemental barriers consisting of covers, fire breaks, and/or fire retardant coatings are provided at crossovers between safety and non-safety related cable trays or points of close proximity where Regulatory Guide 1.7S cannot be fully met. Smoke, heat ~y f'~ g<i~~~oh, an products of incomplete combustion are removed by the ventilation system fnr this ar'ear 54.0~~ g~p(g('g~ Qy d + Clog& ArA~~+rc-ter') be rec6 CeA ~~ Pamfr."M r S,w o+ ~~9m( ~]~d Q Supply: AH-13(1A-SB) Smoke Purge: Valved Roof AH-13(1B-SB) Vents Safety Function Class Mode Flow (cfm) (cfrn/sq. ft.) Recirculation Operating 22,800 4 ~2 / l Recirculation Standby 22,800 4.2 Smoke Purge Standby 22,800 4.2 There are no radioactive sources in this area.
6. Fire Detection The type of detection and signaling system provided in this area anrl its functions are as follows:
9.5A-9l Amendment No. 1 SHNPP FSAR APPENDIX 9 'A.10 identify',catton Fire Area: 12-A-BAL But.lding: Reactor Auxiliary Building Fire Area: 12-A-BAL, Reactor Auxiliary Building Balance, Elevation 286, 305 and 324 ft. Fire Zones: As detailed under item 4, Combustible Loading. Shown on Figures: 9 'A-9, 9 5A-10 and 9 'A-13 Length (ft ): Variable Width (ft.): Variable Height (ft.): Variable Total Floor Area (sq. ft.): Volume (cu. ft ): ~ 181,000 ~Occn anc /6zP'he area contains H6V units, smoke purge fans, 3-ton monorails, exhaust fans, Air Hnndll,ng Units, associated controls, wiring in condui.t and cables in trays. 3~ . Boundaries Fire area boundary walls, floor, ceilings, roof, and structural columns supporti.ng the area boundaries are 'of reinforced concrete construction, with a fi.re rating of three hours as marked on the figures. Wall openings for personnel access are protected by certified three-hour A label type fire rated doors, and certified one-and-a half-hour B label type fire rated doors at stair towers ~ Floor openings for handling of equipment are protected by concrete hatch covers with a three-hour fire rating where required. Concealed spaces consist of valve pits approximately 5 ft x 1.5 ft size located in the Demineralizer Fill and Service Area in fire zone 12-A-5-DEH, on Elevation 286 ft. There are no concenled spaces in the other fire zones. 4~ Combustible Loadin~ Quantity BTU in BTU/ Combustible Gal./lb./RF 1000's ~s ~ I'.t. Fire Area: 12-A-BAL, Auxiliary Building Balance Total Floor Area: I+/+~ ft. sq. Cahle Insulation (RF) (o'>>r4s trre) 7'Z CF lO P ooo Power P~~ x+g C@~ 7W ZW4 &9 p~)> 'l& control('R"as+3 ) (t>>tcnP C'9+X+ g tao 7%1 ]( I) ( id<SPq) ~e 1<~ 4 z8D MS6% jul'uu'Nf><sorl(Ãr>g) 7jp. . aF /4~ de% l5~ p z.z 9.5A-96 Amendment No. 15 g 747 SHNPP FSAR Quantity BTIJ in BTil/ Cnmbusti.ble Gal./lb./RF 1000's Sqo f't ~ Liquids (Minor ante-l,ral with enisint()~ni x Solids: 4>r~04 <+2 eSz BB~B9 & charcoal charcoal (lb.) (lb.) fiber drums (lb.) o(l (Ral.) ~ Mi244 0 Cg~ 6<+ ~5+3- O gd4i f5& ~~ ~WMBQ()) (g~- g g+c i'+ CQR~ BJ4-Q~~ Fire one: 12-A-5-CHF, Charcoal Total Filter Room, Flevation /All~d 286 ft. ~~ gp ~" 7 7 4g8e Floor Area: Sqo fto Cable Insulation Power ('24pr 4g (in conduit) ~~ 56 Rgo qgL88 7 0+'jl'~83 COntrO1 (RF)(a+>5/ag(mI)- rOta C;qxW) Oo l>i~ (7z. g~- iZV& fo qg5 Ins trumentation (RF) (inc.A ~~ 2g ~ g~~95i i l~ ~gg)- > )>oRo Liquids (minor) 0 Solids: charcoal Transient: (lb.) g~~-244 ~ g Ql-P76 ace ~~ g+ ~~~ charcoal (lb. ) fiber drums (lb.) 11,125 280 (~~~1'Pi ~g z zoic O ~g~ z.~) Q@P-ge 7>tF) oi.l (gal ~ ) 55 Total. CSN~ZV7 Q~~ &2~ a+ I Fire 7one: 12-A-5-DIH, Demineralizers, Instruments, RVAC Fguipment Room, Flevation 286 ft. Floor Area: sq. ft. g )go 9.5A-97 Amendment No l SHNPP FSAR Quantity BTU in GTU/ Combustible Gal./lb./RF 1000's ~s ~ f t. CabLe Insulation (RF) Power 0 0 coatrolp><~+ 8 45P ~7~ fg 297 p~z~sP3~ ~~ +~)83 instrumentation 3~~ ~ ~+~ I H> Zc'K (aO ~a ~i~ Liqui ~N')~ fsz2(minor inte- 8 ei9. 4')9 gral with equipment) 0 So Lids: Transient: oil ~o @gap-o ~4 (gal ~ ) Total SAC R~P5 A+7 pggg. jg-A-C-CHEZ. Flee 7one: 12-A-6-CHF1,ACharcoal Filters, Elevation 305 ft as'7+ FLoor Area: sq ft. Cable Insulation (RF) Power ('24~+/ Control (Zdx 5/OQ C c4><Y4)~ 'Lnstrumentatiorf' 195 180 180 (~P-29,'Z+a ~- Cgj~~50~'916 4>q 2%% ~ g+~ g g~~ ~ 7'VB5 7qZSS Liquids (minor) 0 Solids charcoal (lb.) 2~F2<< 24'Cq95~ 95) )<5 Transient: charcoal {lb.) ~~~-gas go~ ~~@- 3<~/ED Ember drums oil {gal ) (lb.) 4+~555 ~g)- +j4fo @gp~ o ~P o6 4QP5< 8+ Total ~7c Wz'f~0 Amendment No. 15 9.5A-98 SHIPP FSAR Fire 7.one: 12-A-7-11V, Heating, Ventilating Room, Elevation 324 ft, F lonr Area: sq. ft. Cable Insulation (RF) Power (~qwAQ 150 cP>5'59 Cont rol (gg <g I/yg 160 5+ (Ceo 5'/4M Instrum'mentation A )35 ~QJ H6 Liquids (minor) 0 0 Solids 0 Transient: oil (gal ) Total 5~ Control of Hazards Electrical penetrations are sealed with three-hour rated fire stops at all floors and at rated Eire barrier wal1.s. Mechanical piping penetrations through fire barrier walls are anchored or sealed with flexible or semi-rigid Eire-stop assemblies. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire-scop assemblies. Fire dampers are not provided within ductwork or transfer openings in safety-related ducts. Supplemental barriers consisting of covers, Eire-breaks, and/or Eire-retardant coatings are provided at crossovers between 9.5A-99 Amendment No. 15 SHNPP FSAR safety and non-safety related cable trays or points of close proximity where Regulatory Guide 1 75 criteria cannot be fully mete Based on the smoke removal rate recommended for the combustible load in the Cable Spreading Rooms (1.5 cfm/sq. f t,), comparable smoke removal would b n hieved for this area b a rate of a proximatel Oe3 cfm/sq. ft mo e, heat, and products of incomplete combustion are remove the normal venttlation for this area: r~A'iC(~ A~m yC ~Amma w Cy g S4a(O,C~OCC6 s )ni Ia'yZBF- >~~~X~ ~~ system ~ C CpflF /ArFmsaeeeB-V i Z Supply: AH-14(1X-NNS) Exhaust: E-22(1X-NNS) Function Class Mode Flow (cfm) (cfm/s ft.) Supply NNS Supply 22,100 0 8 Exhaust NNS Exhaust 22,100 0.8 There are no radioactive sources in this area.
6. Fire Detection iue types of detection, actuation, and signaling systems provided in this area and their functions are as follows:
Main Fire Detection Local Control Panel* Control Panel Suppres Det System Fire Zone Zone Tyre Basis Local** Ann Alarm Actu Ann Alarm 12-A-6-CHF1 1-54 Thermal X X X X X Area Area'onization X X No X X Manual Alarm Area X X X X X X Station Area X X X No X X 12-A-7-HY 1-55 ionization Area X No Manual Alarm Station Area No X Elevator 1-56 Ionization Area X No X Shaft 12-A-5-CHF 1-45 Thermal Area X Ionization Area No Manual Alarm a Station Area X X 9.5A-100 SHNPP FSAR APPENDIX 9.5A.ll I. Identification Fire Area: 12-AWR Building Reactor Auxiliary Fire Area: 12-AWR,,Control Room Elevation 305 ft. 15 Fire Zone: 12-A-6&R1, Control Room 12-A-6-RT1, Terminal Cabinet Room Unit 1 Shown on Figures: 9.5A-10, 9.5A-12, and 9.5A-13 Length (ft. ): 210 Width (ft.): 52 Height (ft.): 17 Area (sq. ft.): 10,/00 'Volume (cu. ft ~ ): 140,800
2. ~Occu anc The area contains control room panels, computer consoles, radiation monitoring panels, alarms, incore instrumentation, desk relay panels, exhaust fans, component cooling water surge tank, associated controls, wiring in conduit, living quar.t.ers, visitor's gallery.

3. Boundaries Walls, floor, roof, and structural columns supporting the area boundaries are ot reinforced concrete construction, with a fire rating of three hours.
Openings through walls for personnel use, including stairwells, are protected by airtight, seismically designed security doors with a fire rating equal to certified three-hour A label type fire-rated doors. A cast-in-place concrete trench approximately 11 ft. long, 2 ft. wide, 8 in. deep is provided under HVAC Control Board located in the Control Room. Covers 15 were not provided for the trench because of its small size and location, internal to the HVAC Control Board 15 The combustible loading is assumed to be negligible since there are no cables in cable trays or other combustibles in the Control Room area at any time-The only fire hazards considered for the area are limited quantities of control and instrumentation cable insulation inside the cabinet and some computer material transients. 9.5A-106 Amendment No. 15 SHNPP FSAR
5. Control of Hazards Electrical penetrations are sealed with three-hour rated fire-stops at all floors and at rated fire barrier walls. Mechanical piping penetrations through fire barriers are anchored or sealed with flexible or semimigid fire-stop assemblies. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semimigid fire-stop ducts ~ pizza d~u~m ~~a>i om heat, and products of incomplete combustion are removed by the Smoke, purge system for this area. $ 4WO $ ~%(c.ic~7 AeA-
+i~ shi~+c-/2$> s~e faa~sci~( c & )<~~8~> ~~i 7 smoke y ~II( ~ ~~~~ 5p 4 Safety Function Class Flow (cfm) (cfm/s . ft. ) Supply: AH-15 (lA-SA)&(lB-SB) Exhaust: Normal: Opera-tion: E-9 (1A-NNS)&(lB-NNS) , Smoke Purge ES-1(1A-NNS)&(18-NNS) Fire Zones: 12-A-6-CRI and 12-A-6-RT1$ Control Room and Terminal Cabinet Room Floor Area: 5,600 sq. ft. Normal Supply 3 Operating 145000 2.5 Normal Supply 3 Standby 14,000 2 ' Normal Exhaust NNS Operating 800 0.15 Normal Exhaust/ Smoke Purge NNS Standby 800 0. 15 Supply/Smoke Purge 3 .Operating 14,000 2.5 Supply/Smoke Purge 3 Standby 14,000 2.5 Smoke Purge NNS Operating 14,050 2.5 Smoke Purge NNS Standby 14,050 2.5 15 9.5A-107 Amendment No. 15 SHNPP FSAR APPENDIX 9.5A.12 e Identification Building: Reactor Auxiliary Fire Area: 12-A-CRCl Fire Area-'2-A-CRC, Control Room Complex, 15 Elevation 305 ft. i Fire Zones: 12 A 6 PICR18 12 A 6WR8 12 A 6 RCC18 12 A6 ARPl Shown on Figures: 9.5A-10, 9.5A-12, 9.5A-13 (ft.): (ft ): (ft.): 17 Length Area (sq ft.): %;.800'ariable Variable s's's' Width Volume: Height (cu. e43cv ft.): ~%ED 2o ~Occu anc The area contains the plant computer room process instrument and control racks, auxiliary relay panels, Communications Room, rod control cabinets, reactor trip switchgear, motor generator sets providing DC power for the control rod drive, associated controls, wiring in conduit, and cable in trays. 3~ Boundaries Walls, floor, roof, and .structural columns supporting the area boundaries are of reinforced concrete .construction, with a fire rating of three hours'all openings for personnel access are protected by certified three-hour A label type fire-rated doors. Cast-in-place concrete raceway 10 in. wide, 8 in. deep, running approximately 100 linear feet is provided in the computer room for the purpose of containing the interconnecting cables for the computers.
4. Combustible Loadin Quantity BTU in BTU/
Combustible Gal./lb./RF 1000's ~s. ft ~ Fire Area: 12-AWRC1, Computer Room Complex 15 Cable Insulation <orK a OSP7H) Power 0 (in conduit, concrete trenches, cabinets) ~sv, ssl ~l gSL Control (<~ a5/g 860 ~%}0 iC>>MH Ins t rurnent a t ion{>Vgs'-) 860 1~XL & (e 9.5A-117 Amendment No. 15 SHNPP FSAR Quantity BTU in BTU/ Combustible Gal./lb./RF 1000's ~s ~ rt Liquids (minor inte-gral with equipment) Solids Transient (negligible) 0 Total st, n.c.S e9 Sn-9 0 Fire Zone: 12-A-6-PICR1, Process Instru. & Control Racks, Zojg Fire Zone Area: ~~ sq. ft. Cable Insulation (~eoTH >r Oc I ting Power 0 (in conduit) >8t8)l l3$ > Vis'0~) Control (zMx5<+) 860 +9 <<~y-& s aC.n., V9V Qg3 ~ o Ins trumenta t ion(avast) 860 4k-,RS ~bee Liquids (minor inte-gral with equipment) 0 Solids Transient (negligible) 0 Total +<0 ~Con ~%8 +g5 5'7'L sh0 The combustible loading for the remaining three fire zones: 12-A-6-CR, , Computer Room, 12-A-6-RCCl, Rod Control Cabinets, 12-A-6-ARPl, and Auxiliary Relay Panels is assumed to be minor since there are no cables in trays or any other types of corabustibles present in these zones. The hazards considered for these zones are limited quantities of control and instrumentation cable insulation within cabinets and panels, as well as limited quantities of computer material transients'here is a small araount of exposed PVC cable associated with the distribution frame in the Communications Room, which is an insignificant fire loading. Control- of Hazards Electrical penetrations are sealed with three-hour rated fire-stops at rated Eire barriers'VAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire-stop assemblies'ire darnpers are not provided within safety related ducts A fire wall 13 ft. long 11 ft. high x 1 ft. thick poured concrete is provided 9.5A-118 Amendment No. 15 SHNPP FSAR Quantity BTU in BTU/ Combustible Gal,/lb./RF 1000's ~s ~ ft ~ Liquids (minor inte-gral with equipment) 0 Solids 0 (negligible) 0 'ransient Total SSo, >(5 Fire Zone: 12-A-6-PICRl, Process Instru. & Control Racks, 207g Fire Zone Area'~~ sq. ft. Cable Insulation (WrOvN x Pc Italy Power 0 (in conduit) IS &i %IS' Control (zM<5~<) 860 Cog I <o Ins trurnent a t ion(ace jt) 860 ae-,bee Liquids (minor inte-gral with equipment) 0 Solids Transient (negligible) 0 Total 5'S o w(o) ~g~ 5'7'L 4 N ~ The corabustible loading for the remaining three fire zones: 12-A-6-CR, Computer Roora, 12-A-6-RCCl, Rod Control Cabinets, 12-A-6-ARPl, and Auxiliary Relay Panels is assumed to be minor since there are no cables in trays or any other types of corabustibles present in these zones. The hazards considered for these zones are limited quantities of control and instrumentation cable insulation within cabinets and panels, as well as limited quantities of computer material transients'here is a,small amount of exposed PVC cable associated with the distribution frame in the Communications Room, which is an insignificant fire loading.
5. Control of Hazards Electri.cal penetrations are sealed with three-hour rated fire-stops at rated fire barriers'VAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire-stop assemblies. Fire dampers are not provided within safety related ducts' fire wall 13 ft. long 11 ft. high x 1 ft thick poured concrete is provided
~ 9.5A-118 Amendment No. )5 SHNPP FSAR Solid-State Protection Room (6,200 cfm) and Computer Room (3,620 cfm) through the smoke purge system fans ES-3 (IA-NNS) and ES-3 (1B-NNS). There are no radioactive sources in this area.
6. Fire Detection The type of detection systems provided in this area and their functions are as fo llovs:
Main Fire Detection Local Control Panel* Control Panel Suppres Det System Fire Zone Zone ~T e Basis Local** Ann Alarm Actu Ann Alarm 12-A-6-RCC1 1-47 Ioni- Products zation of Com-bustion X X No X 12-A-6-PICR1 1-52 Ioni- Products zation of Com-bustion X X No X 12-A-6-ARPl 1-49 Ioni- Products zation of Com-bustion X No 12-A-6-CR 1-50 loni- Products zation of Com-bustion X X X No X
The local fire detection control panel located in the RAB Elevation 305 ft., fire zone 12-A-6-RT1, covering ft.
all fire areas/zones located in RAB Elevation 305 ft. and 324
Local alarm and annunication of fire or trouble condition, both visual and audible, are provided for each area/detection zone at the local control panel; an audible alarm sounds at each fire detection zone location.
7~ Access and Initial Res onse Access to this area is provided from adjacent plant areas 12-A-CR and 12-A-HV&IR. Carbon dioxide-type extinguishers are provided in and adjacent to the area in accordance vith NFPA 10. Standpipe hose stations have been provided adjacent to the area. 9.5A-120 Amendment No. 15 SHNPP FSAR APPENDIX 9.5A.13 Identification Fire Area: 12-A-HV&IR Building: Reactor Auxiliary Building i 10 Fire Area: 12-A-HV & IR, Heating, Ventilating and Instrument Repair, Elevation 305 ft ~ Fire Zones. 12-A"6-HV7$ 12-A-6-IRR Shown on Length Area (sq. Figures: (ft ~ ft.): Sg CHUTE ): Verba~ 15" t'. WP3 Width Volume (ft.): ~g (cu. ~~ 9.5A-10 and 9.5A-13 ft ): ~ g HVVQ lo ( r.Rpy Height (ft ~ ): 17 ig CHV c zing) 9 @~6 gq q+'K 2s ~0ccccacc The area contains air handling units, heating coil control panel, two exhaust fans, MCCs radiation detectors, air cleaning unit (charcoal filter), steam generator, associated controls, and wiring in conduit.
3. Boundaries a
Walls, floor, roof, and structural columns supporting the area boundaries are of reinforced concrete construction, with a fire rating of three hours. Wall openings for personnel access are protected by certified three-hour A label type fire rated doors. There" are no concealed spaces or floor trenches ~
4. Combustible Loadin Quantity BTU in BTU/
Combustible Gal./lb./RF 1000's ~s. ft ~ Fire Area: 12-A-HV&IR, Heating, Ventilating, and Instrument Repairs 9,5>6 Floor Area: ~966- sq. ft. Cable Insulation (in conduit) Power 0 Control 0 Instrumentation 0 Liquids: (negligible, integral with equipment) 0 0 0 3n PgO 0,v~5 Solids.'harcoal (Ib') 20740 . Transients: Charcoal Fiber ~)(lb.) Drums g 14o 5 ~96- iQ,p>o +@SQ-280 4L, 142. e EN-TOTAL +Cfire o l4,,c4, T Amendment No. 15 9.5A-125 SHNPP FSAR +antity BTU in BTU/ Comb us t ib le Gal./1b.lkp 1000's ~s. ft. Fire Zone: 12-A-S-HV7, HVAC Equipment Room z, 575 Floor Area: ~e-sq. fte Cable Insulation (in conduit) Power 0 Control 0 Instrumentation 0 Liquids (minor, integral 0 with equipment) p .z,9$ '0 ) ~.v6Q Solids: Charcoal (lb.) 2,740 ~400. 1<uS i big>O b,4'f J Transients: Charcoal -k+r&e- ~XIII ~'pee-Fiber Drums (lb.) R@ TOTAL ~9,boo ig i55 Fire Zone: 12-A-6-IRR, Instrument Repair Room 't5o Floor Area: ~IOO-sq. ft Cable Insulation (in conduit) Power 0 0 0 Control 0 0 0 Instrumentation 0 0 0 Liquids 0 0 0 Solids 0 0 0 Transient (negligible) 0 0 0 TOTAL 0
5. Control of Hazards Electrical penetrations are sealed with three-hour rated fire-stops at all floors and at rated fire barrier walla. Hechanical piping penetrations through fire barrier walls are anchored or sealed with flexible or semi-rigid fire-stop assemblies. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire-stop asserablies. Fire dampers are not provided within safety-related ducts.
Based on the smoke removal rate provfded for the oombusttble load ln the Cable Spreading Rooms, 1.5 cfm/s . ft. corn arable smoke removal would be achieved, 9.5A-126 Amendment No. 11 SHNPP FSAR for this area b a rate of approximatel ~ 09 cfm/sq. ft Smpke$ heat, and pro ucts of incomplete corn ustion are remove y t e ventilation system for olde area: ro'hoccld occff~ctrat Qeaf'a go>geyccted Ly < p ye ro c(ooe ccccfolnci4e darcporS S acoke yomoa'al cape crf~ cell[ L(? rodccce J. Safety Function Class , Mode ( cfm/s ~ ft. Fire Zone 12-A-HV7 Supply: AH-16(IA-SA) Exhaust: E-10(IA-SA)&(IB-SB) AH-16(IB-SB) E-10(IB-SB) Supply Operating 70100 I ~ 9 Supply Standby 70100 1.9 Recirculation Operating 6$ 200 I ~ 7 Recirculation Standby 6 '00 I~ 7 Exhaust Operating 850 0. 32 Standby 850 0. 32 Fire Zone 12-A-6-IRR Supply: AH-16( I A-SA) Smoke Purge: ES3( I A-NNS) AH-16(IB-SB) ES3(IB-NNS) Recircula t ion Operating 10600 I ~ 6 Recirculation Standby 11600 I ~ 6' Smoke Purge NNS Operating 1$ 600 ~ 6 Smoke Purge NNS Standby 1,600 I~ 6 There are no radioactive sources in this area. 6~ Fire Detection The type oi detection, actuation, and signaling systems provided in this area and their functions are as follows: Main Fire Detection Local Control Panel* Control Panel Suppres Det System Fire Zone Zone ~T e Basis Local** Ann Alarm Actu Ann Alarm 12-A-6-HV7 1-53 Thermal Area X X X X X
9. 5A-127
0 SHNPP FSAR APPENDIX 9 'As14 Identification Fire Area: 5-F-BAL Building: Fuel Handling Fire Area: S-F-BAL, Fuel Handling Building Balance, Elevation 216, 236, 261, and 286 ft. Fire Zones: Detailed in Item 4 Shown on Figures: 9.5A-I4 through 9.5A-20 Length (ft.): Variableos'eWidth (ft.): Variable Height (ft.): Variable ~S, Area (sq. ft.): ~~900 Volume (cu. ft.): 2,700,000 2~ ~occu accy The area contains new and spent fuel pools, fuel transfer canals, new fuel containers, cranes, decontamination facilities, various pumps and filters, tanks, associated controls, wiring in conduit, and cable in trays.
3. Boundaries Walls, floor, roof, and structural columns supporting the area are of ref.nforced concrete construction, with a fire rating of three hours.
Wall openings for personnel access are protected by certified three-hour A label type fire rated doors and, by certified one-and-a-half-hour B label Type fire-rated doors at stair towers. Floor and ceiling openings for handling of equipment are protected by reinforced concrete hatch covers. There are no concealed spaces or floor trenches. 4 ~ Combustible Loadin Quantity BTU in BTU/ Combustible Gal ~ /lb /Ry .10 0's ~s fcd Fire Area: 5-F-BAL, Fuel handling Buidling Balance Floor Area (sq. ft ): .~ee& ~5oSo ~ I Cable Insulation g~<o~H ~ y:-pntg Power - - - - .. (>lw'f) - - - ~ 67 Co Instrumentation <>g ~ )- mx~~ I' I (in conduit) )~(>(~sxv~- l3-X+) C7 9.5A-132 SHNPP FSAR antity BTU in BTU/ Combustible Gal./lb./RF 100's ~s ~ Tt ~ Liquids: grease (lb.) ~4o Solids Transient: lube oi,l (gal ~ ) 55 TOTAL ~588 ~8 5;9 go ~ R./2-p( o93 s~s Fire Zone: 5-F-1-TK, Component Cooling Water Tank, Elevation 216 ft. Floor Area (sq. ft.): 6,120 Cable Insulation (in conduit) i&IPT.-Hw><~) ~ . ~ ----. O Control -- - ; ." .-((I2. )C ~ ..s x s)AH) Instrumentation Liquids: grease (lb.) t '> (. <>> 4) r->4~'I><7 ~ -0~ ~~-2 -' . - ~'..'0g" ~o- ...0.O ( I$ ')88 )AQQ<<e'olids Transient: oil (gal.) - 55 ~QQQ '87O.G TOTAL ~QQO +HHiQ s;980 9'77 Fire Zone: 5-F-1WI, Auxiliary Steam Condensate Tanks Elevation 216 ft. Floor Area (sq. ft.): M%08 >i"F60 Cable Insulation (in conduit) e - -o i HLo'rHxO P+ -n. 0-- '0O J'- power . -- Control = - - =. <<>> s) " cQ Oo . Instrumentation .Qt~~~) - i >-~ - - -0 Liquids (integral with - u~>+ 0 U 0 0 -0 equipment) Solids. 0 Transient: oil (gal ) 55 g 9' TOTAL ~980 e-S'p 'p'io xi IS~ Fi.re Zone: 5-F-1W2, Auxiliary Steam Condensate Tanks Elevation 216 ft. Floor Area (sq. ft.): IQ-,~O Cable Insulation (in conduit) Les nrn<<acorn> ~ . c) . - o- -- - o 8 instrumentation,( s<<"<<<<>el - Liquids (integral with equipment)- 0 - 0 -- g 1) 0 "'( 0 -- . 0 -- - - Solids Transient: oil (gal.) -- 55 TOTAL s' ~8 a ~588- 94'g) ~iQQ 0 5i 'P'fP Q Ig~ 9.5A-133 Amendment No. 15 SHNPP FSAR Quantity BTU in BTU/ Combustible Gal./lb./RS 1000's ~s. Tt. Fire Zone: 5&-3-DEC, Decontamination Area Equipment Elevation 261 ft. Cable Insula)ion,<>><<<> ~ .... - . - . 0 L14aa (s Instrumentation (in conduit) 'v>v) " 0 - ' - 0 -- -.0 Liquids (integral with equipment) ~ ">" 0- 0 ' 0 Solids 0 0 0 Transient (negligible) TOTAL ~'eGO ~$ 8 SjoC 3 Total combustible loading for cable insulation and all'other combustible materials for the following fire zones are found to be insignificant for the purposes of this analysis: Access Aisle, Elevation 216 ft. ,5%-2-DEC, Decontamination Area and'ransfer Tank, Elevation 236 ft ~ New Fuel Pool, Floor Elevation 246 ft. (y'&-1-AA1, 5&-23-NFP2, North Spent Fuel Pool (small), Floor Elevation 246 ft. '%-23-NFP1, 5%-23-Sr Pl, South Spent Fuel Pool, Floor Elevation 246 North Spent Fuel Pool (large), Floor Elevation 246 ft. ft.'&-23-SFP2, 5-F-23-FTCl, Fuel Transfer Canal Floor Elevation 251 ft. 5%-23+TC2, Fuel Transfer Canal Floor Elevation 251 ft. 5%-23WLP, Cask Loading Pool, Floor Elevation 240 ft. 5-P-3-DE, Decontamination Enclosure, Elevation 261 ft ~ 5&-3MHG, Change Area, Elevation-261 ft. 5%-3-STR, Cask Storage, Elevation 261 ft. 5-F-3"NF, New Fuel Containers, Elevation 261 ft. 5%-3-SC, Spent Fuel Shipping by RR car, Elevation 261 ft. 5-F-3-HV, H&V Area, Elevation 261 ft. 5%-3-% TC, Main Fuel Transfer Canal, Floor Elevation 260 ft. 5&-4-BAL, Flevation 286 ft.
5. Control of Hazards Electrical penetrations are sealed with three-hour rated fire-stops at all floors and at rated fire barriers. Mechanical piping penetrations through fire barriers are anchored or sealed with flexible or semi-rigid fire assemblies. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier openings with flexible or semi-rigid fire-stop assemblies. Fire dampers are not provided within safety-related ducts.
Supplemental barriers, fire-breaks, and/or fire retardant coatings are provided at crossovers between safety-and non-safety-related cable trays or points of close proximity where Regulatory Guide 1.75 criteria cannot be fully met. 9.5A-134 Amendment No. 15 SHNPP FSAR Based on the smoke removal rate recommended for the combustible load in the Cable Spreading Rooms (1 ~ 5 cfm/sq. ft ~ ), comparable smoke removal would be achieved for this area zone room by a rate of approximately 0.001 cfm/sq. ft. Smoke, heat, and products of incomplete combustion are removed by the ventilation system for this area. s'go Id >v gcc:~~t 4<A ba geo cr~+M bP + 'rc + c.) Se o~b m$ ic. fi're.,.= do~pers) Sn age re~ov'af M/'~ciVy lnl'I> r~~ee J, Supply: North: AH-21 (1-4A-NNS) Exhaust: North: E-11 (1-4A-NNS) AH-21 (1-4B-NNS) E-ll (1-4B-NNS) Supply: South: AH-22 (1-4A-NNS) Exhaust: South: E-14 (1-4A-NNS) AH-22 (1-4B-NNS) E-14 (1-4B-NNS) Safety Function Class Mode Flow (cfm) cfm/s ~ ft. Supply NNS Operating 47,000. 0.5 (North 6 South) Supply NNS Standby 47,000 0.5 (North 6 South) Fxhaust NNS Operating 47,000 0.5 (North 6 South) Exhaust NNS 'tandby 47,000 0.5 \ (North & South) Potential radioactive releases in this area can be expected from the Spent and New Fuel Racks (where @pent fuel is stored) and Spent Fuel Pools on Elevation 261 ft
6. Fire Detection The signaling and alarm systems provided for the Fuel Handling Building 5-F-Balance consist of manual alarm stations only, as indicated below:
Main Fire Detection Local Control Panel* Control Panel Suppres Det System Fire Zone Zone Tvpe Basis Local** Ann Alarm Actu Ann Alarm 5-F-BAL 1-78 Manual Area X X X No X X Alarm Stations
The local fire detection control panel located in the RAB covers all fire areas in the Fuel Handling Building.

Local alarm and annunciation of fire or trouble condition, both visual and audible, are provid'ed for each fire area/detection zone at the local control panel and an audible alarm in the affected fire area.
9.5A-135 Amendment No. 15 SHNPP FSAR APPENDIX 9.5A.15
l. Identification Fire Area: 5-FWHF Building: Fuel Handling, Elevation 261 ft.
Fire Area: 5-F-CHF, Fuel Handling Building Emergency Exhaust Fire Zones: 5&-B-CHFA, 5&-3WHFB, 5-F-3DNN1, 5-F-3-DHN2 and 5-F-3WHF-BAL, as detailed in Item 4. Shown on Figures: 9.5A-15, 9.5A-18 Length (ft.): 160 Width (ft.): 31 Height (ft.): 23 Area (sq. ft.): 5,000 Volume (cu. ft.): 114,000
2. ~Occu auc The area contains emergency exhaust systems, exhaust plenums, air conditioning units, motor control centers, auxiliary relay panels, associated controls, wiring in conduit, and cable in trays.

3. Boundaries Walls, floor, ceiling, and structural columns supporting the area boundaries are of reinforced concrete construction, with a fire rating of three hours.
Wall openings for personnel access are protected by certified three-hour A label type fire rated doors. Floor openings of handling of equipment are protected hy concrete hatch covers. Concealed spaces consist of valve galleries, fuel pool demineralizer Gals cubicle, (10 ft. 6 in. x 9 ft. 6 in x 13 ft ~ ) and FHB Auxiliary Relay Room located in the fuel pool ciemineralizer rooms'elay Room located in the fuel pool demineralizer rooms.
4. Combustible Loadin Quantity BTU in BTU/
Combustible /lb./RF 1000's ~s. fc. Fire Area: 5-FWHF, Fuel Handling Building Emergency Exhaust Floor Area: ~ee g 4,9&a sq. ft. Cable Insulation 4+iorH2c DBprN) ~~ g~~ y >z7 Power Q2 E < '+) ~g &83,,/Cri$7$ ~+K p 'Vc24&fRKI Control c. >w2cg) - - Instrumentation gz~x<~. ~ "llo M ~ ~ +'4c2>~~e ~i + MO f~~~ H-,'800 ~fg" ~NO
c. ic.x~) z 7o
-- . Si,%S~ Z.,3>S Liquids (integral with equipment) 0 0 >i 9<7 Solids: charcoal (lb.) 2,458 0 9.5A-143 Amendment No. 15 SHNPP FSAR Quantity BTU in . BTU/ Combustible Gal./lb./RF , l000's ~s. ft. Transients: fiber oil (gal.) drums (lb.) -90 6o ~ tgO ~}QQ- ~Q ~ 0gT cha rcoal (lb. ) 1, 229 ,000 l~t~06- ss073 TOTAL +89-i~ 4Erp440 j Co&,zM Fire Zone: Floor Area: ~ S-F-3-CHFA, Charcoal Co78 sq. ft. Filter 1>>4x-SA Cable Insulation (W<o~~ x O~r~H) O 0 Power <~N" ~> O C.i>xu> 88 6o ~NO 4,Zoo ~550 @ @y@ Control l~< ~<~ Instrumentatlon (~Vg+) 88 Qw x4) 4 cs L <(579 Liquids Solids: charcoal (lb.) 0. 1, 229 I'lq 4Q ~8 799'l~r880 0 0 t9+4 I'fg 7VF wl 9<~ Trans ient s: charcoal (lb.) fiber drums (lb.) oil (gal.) 1, 229 ~30 o ~'see ~9QQG 488 ~c'$ a<88- ~~0 8 Es c) TOTAL ~480 f ~,peal 72l~Or Fire Zone: 5-F-3-CHFB, Charcoal Filter 1-4X-SB Floor Area: ~sq. 6aa-ft. Cable Insulation ( '%<0TH A Q~PTH) O Power Vwx4) ~NO g~~ Control (~w>vj U~>q~ ~i'4$ 0 o &;546 C) Ins trumentat ion (zq g~ ~ -36 R5830 4, 97/ .v+88-t l I Qlk XV) QP Liquids 0 0 ~ 0 i ~998- ~l 799 < TOTAL 43-,880 +By t88 NS, 'tCul Wa) 7oS 9.5A-144 SHNPP FSAR Quantity BTU in BTU/ Combus t ible Gs1. /lb. /RF 1000 's ~s. ft ~ Fire Zone: Floor Area: ~ 5-F-3-'DMN-l, Fuel Pool Demineralizer 7Vg sq. ft. Room Cable Insulation VlioTHx DcPrHj ll)oSQ s;svv Control <r; Srl 9, 'les Liquids (minor, integral ( axe I z5o 8, 't>S.)~ ll I 7t 9 with equipment) 0 0 0 Solids Transient: oil (gals) ~me ~ ~ox) 'O TOTAL ~QS 56-,~ RL, lSl ~4i6~ Fire Zone. Floor Area'. ~)Vf 5-F-3-DMN-2, Fuel Pool Demineralizer Room sq ~ fts Cable Insulation (W o j'H y 'IPPT'8) ~ Jo 8iM~ ll,OS9 l~Q (g L,mvmps) 55 p Control QaQ ~<) Ins tr umen t a t ii~~V) i oui~<><1 ~i'P 0 Jpg+ iv,ow '3>> 1~ ~) ~00 Cl+O i$,$ $I v+>+J '7g 8 VIS Liquids (minor, integral with equipment) 0 Solids Transient: oil (gal ~ ) TOTAL c~H& ~301} Fire Zone: Ml) ll ) 5-F-3-CHF-BAL, Fuel Handling Building Emergency Exhaust ~i ~6$ Balance Floor Area. ~%5 sq. ~il <5 ft Cable Power C ontrol ~ Insulation (in conduit) ~ = ~l Qliorvg D~~2 ~Ll 'zV.>'t') ~way 0 0 0 0 0 0 Instrumentation'<' 0 0 .(.wLl gQ O O u><v> 0 D 0 9.5A-145 Amendment No. 15 SHNPP FSAR Quantity .BTU in BTU/ Combustible Gal./lb./RF 1000's ~s ~ ft. Liquids (integral with equipment) Solids Transients: oil (gal,) ~lQQ- + charcoal (lb.) ~29-~ . 4;-i496. fiber drums (lb.) 499 TOTAL S Control of Hazards Electrical penetrations are sealed with three-hour rated fire-stops at fire barriers. Mechanical piping penetrations through fire barriers are anchored or sealed with flexible or semi-rigid fire-stop assemblies. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire-stop assemblies'ire dampers are not provided within safety-related ducts. Supplemental barriers fire-breaks and/or fire-retardant coatings are provided at crossovers between safety-and nonsafety-related cable trays or points of close. proximity where Regulatory Guide 1.75 criteria cannot be fully met. on the smoke removal rate recommended for the combustible load in the 'ased Cable Spreading Rooms, 1.5 efm/sqs ft ~ , comparable smoke removal would be chieved for this area by a rate of approximately 0.2 cfm/sq. ft. Smoke, hest, and products of incomplete combustion pre removed by the normal ventilation system for this area: %at t4 $ <A"<s~~4 le~+'c 9e~cvrA+ Q a 4:v'~ e)cs5c. sftv&~4C.+Vc c4mpcgy, I SmO~ temosstA Mfa' mls ll Supply: AH-21(I-4A-NNS) Exhaust: E-14(I-4A-NNS) AH-21(I-4B-NNS) E-14(I-4B-NNS) Function Safet Class Mode Flow(cfm) (Cfm/S ~ ft ~ ) 'apply NNS Operating 18 F 500 3s7 Supply NNS Standby 18,500 3.7 Exhaust NNS Opera t ing 18,500 3 ' Exhaust NNS Standby 18 '00 307 Sources of potentially contaminated releases in this fire area are the spent and new fuel racks (where spent fuel is stored), demineralizers, and the normal exhaust HVAC equipment, 9.5A-146 SHNPP FSAR APPENDIX 9.5A.16 Cg Identification 'Fi're Area: 5-F-FPP Building: Fuel Handling Building, Elevation 236 fthm Fire Area: 5-F-FPP, Fuel Handling Building Fuel Pool Heat Exchangers Fire Zones: 5-F-2-FPC, Fuel Pool Heat Exchangers 5-F-2-FPVl, Fuel Pool Valves Area 1 5-F-2-FPV2, Fuel Pool Valves Area 2 Shown on Figures: 9 'A-14 and 9.5A-18 Length (ft.): Variable Width (ftc) Variable Height (ftc) 16 Ei~8 Area (sq. ft.): Volume (cui fthm): 124,000
2. ~0ccu snc The area contains fuel pools heat exchangers, pumps, strainers, filters, skimmers, instrument racks, control panels, leak detection stations, Nitrogen accumulators, associated controls and wiring in conduit.

3. Boundaries Walls, floor and ceiling are of reinforced concrete construction with a fire rating of three hours. Wall openings for personnel access are protected by certified three-hour A label type fire rated doors. Floor openings for handling of equipment are protected by concrete hatch covers with a three-hour fire rating, Concealed spaces consist of pipe and valve spaces in fire zones 5-F-2-FPVl and 5-F-2-FPV2 and pipe trenches in fire zone 5-F-1-FPP. Trenches are provided for the purpose of containing pipe runs and are covered with metal platesi

4. Combustible Loadin Combustible 'al./lb Quantity
/RF 'TU in1000's ~s BTU/ ~ ft. Fire Area: 5-F-FPP, Fuel Handling Building Fuel Pool Heat Exchanger Elevation 236 ft P gzB Floor Area: ~ sqi fthm Cable Insulation (in conduit) Power 0 0 0 Control 0 0 9.SA-154 Amendment No. 15 SHNPP FSAR Quantity BTU in BTU/ Combustible Gal./lb./RF l 000's ~s. fs . Instrumentation 0 0 =. 0 Liquids: grease (lb.) 2. s 40 ~+, fz Solids: 0 0 Transient lube oil (gal.) 55 Totals Fire Zone: 5-F-2-FPC, Fuel Pool Heat Exchangers, Elevation 236 ft. Floor Area: Cable ~ ~f~3eq. ft. Insulation (in conduit) Power Control Instrumentation 0 .i Liquids: grease (lb,) Solids: 2 40 0 Transient oil (gal.) - lube 55 Totals ~ (I~ ~w- l/6/ The combustible loading due to cable insulation for fire zones 5-F-2-FPV and 5-F-2-FPV2 was found to be insignificant since all cables are in conduit'he only combustible loading considered in this analysis is a transient lube oil drum with a capacity of 55 gal.
5. Control of Hazards Electrical penetrations are sealed with three-hour rated fire stops at rated fire barrier walls. Mechanical piping penetratione through fire barrier walls are anchored or sealed with flexible or semi-rigid fire stop assemblies. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire stop assemblies. Fire dampers are not provided within safety related ducts.
Based on the smoke removal rate recommended for the combustible load in the Cable Spreading Rooms (1.5 cfm/sq. ft.) comparable smoke removal would be achieved for this area zone room by a rate of approximately 0.006 cfm/sq. ft, 9.5A-155 Amendment No. 1 SHNPP FSAR II'I products of incomplete combustion are r'emov'ed the normal Smoke, heat and system for this area:~~ ~>>-+'~'7 .by. I.,e ventilation F I/aE l Q g 'ta ~C Mm~srRsC-'lC SA~s/~K'~g S~~s- H~ l: V~ '~P]C- r '7 i/ supply.'H-22 g y'.g/sC~35 ~ (1-4A-NNS) 6 (1-4B-NNS) Exhaust: E-11 (1-4AWNS) 6 (.1-4B-NNS) 'I a Function Class '" ( ) ~(* I ~ ~ ) Supply NNS Operating " 6,000 1 2 Supply NNS Standby 68000 1~ 2 Exhaust NNS Operating 6, 200 I ~ 24 Exhaust NNS Standby 6,200 1.24 There are n'o radioactive sources released in this area, during normal operations 6~ Fire Detection The types of detection, actuation and signaling systems provided in this area and their functions are as follows-Main Fire Detection Local Control Panel* Control Panel Suppres System Fire Zone Zone ~e Basis Local** Alarm Actu Ann Alarm 5-F-2-FPC 1-73 Thermal Area X X X X 5-F-2-FPV1 1-73 Manual Area X Alarm I Station 5-F-2-FPV2 . 1-73 Manual Area Alarm Station
The local fire detection control panel located in the RAB, Elevation 261 ft. covers all areas in the entire Fuel Handling Building.

Local alarm and annunication of fire or trouble condition, both visual and audible, are provided for each area/detection zone at the local control panel 7~ Access and Initi.al Res onse Access to this area is provided from adjacent areas located in the Reactor Auxiliary Building Elevation 236 ft.
Carbon dioxide extinguishers are provided in the area in accordance with NFPA 10, Standpipe hose stations have been provided in the area. 9.5A-156 Amendment No. 15 SHNPP FSAR . APPENDIX 9a5A.17 ' Ce Identification Pire Areas: a s 1-D-DGA and 1-D-DGB Building: 'Diesel Generator Fire Areas: 1-D-DGA, Diesel Generator IA (Elevation 261, 280, 292 ft.) 1-D-DGB, Diesel Generator 1B (Elevation 261, 280, 292 ft.) Fire Zones. Detailed under Item 4 "Combustible Loading" Shown on Figures: 9 5A>>21 and 9.5A-22 c Length (ft.): 105 Width (ft,): 38 Height (ft.): 50 Total Area (all fire 8,900 Volume (cu. ft ~ ): 200,000 zones sq. ft.)
2. ~0cca acc s
Fwch fire area contains the diesel generator 1A-SA and 1B-SB respectively with accessories, electrical room, HVAC equipment, associated piping, controls, and wiring in conduit bourse'he 30 Boundaries Mall, floor and roof are of reinforced concrete construction, with a minimum Ce fire rating of three East wall has an opening for air intake considered to have an equivalent of three-hour fire rating based on physical separation from other structures'wo wall openings protected by certified three-hour A label type fire rated doors are provided for personnel access. Roof opening for handling of equipment is protected by a concrete hatch to maintain three-hour fire barrier integrity. There are no concealed spaces or floor trenches. The stairway landing is separated from the Exhaust Silencer Room (Fire Zone 1-D-3-DGA-ES) by a two-hour fire rated enclosure with a certified one-and-a-half hour B label type fire rated door for personnel safety.
4. Combustible Loadin Quantity BTU in BTU/
Gal./lb./RP 1000'a s~ft . Fire Areas: 1-D-DGA or 1-D-DGB, Diesel Generator 1A-SA or 1B-SB zoo Floor Area. ~0 D sq. ft Cable Insulation (in conduit) Power 0 0 Control 0 0 9.5A-162 Amendment No. 15 SHNPP FSAR 'Quantity . BTU in BTU/ Combustible Gal,/lb./RF 1000's ~s. ft. Instrumen-tation 0 Liquids: Lube oil roQ 3 (gal) 450 48,600 Solids: 0 0 0 Transient: oil ry qO r,ez-~ (gal.) 55 Total $ 4-600'-4~+ X~k6 n f'~'7B~ Fire Zones: 1-D-DGA-RM or 1-D-1-DGB-Rm, Diesel Generator Room 1A or 1B (Elevation 261 ft.) 'z ran. Floor Area: ~ sq. ft Cable Insulation (in conduit) Power 0 0 0 Control 0 0 0 Instrumen-tation 0 0 0 Liquids: Lube oil Z-2 q'7~ (gal.) 450 48,600 Solids: 0 0 0 Transient: oil M~ 'FM z.q 8~ (gal.) e Total '~90 ~~s"MO Fire Zones: 1-D-1-DGA-ASU or 1-D-l-DGB-ASU, Diesel Generator 1A or IB Air Starting Units (Elevation 261 ft.) Floor Area: sq. ft Cable Insulation (in conduit) Power 0 0 0 Control 0 0 0 Instrumen-tation 0 0 0 9.5A-163 Amfndmint No. 3 SHNPP FSAR Quantity BTU in BTU/ Combustible Gal ~ /lb. IRP 1000's ~s. ft. Liquids: (integral with equip-ment) Solids: 0 0 0 Transient: oil goe ~co-M (gal ) o B~ Total ~80 Fire Zones: 1-D-DGA-ER or I-D-1-DGB-ER, Diesel Generator Room 1A or 1B Electrical Room (Elevation 261 ft.) Floor Area: 400 sq. ft. Cable Insulation (in conduit) Power Control Instrumen-tation Liquids: (integral with equip-ment) Solids: Transient (negligible) 0 Total Fire Zones: 1-D-2-DGA-HVD or I-D-2-DGB-HVD, Diesel Generator IA or 1B H6V Duct Area (Elevation 280 ft~) Floor Area: //Q ft. , sq Cable Insulation (in conduit) Power Control Instrumen-tation 9.5A-164 SHNPP PSAR Quantity BTU in BTU/ Combustible Gal. /1b /RF 100D's ~s. fe. Liquids 0 0 0 Solids 0. 0 0 Transient {negligible) 0 0 0 Total 0 Fire Zones: I-D-3-DGA-ES or I-D-3-DGB-ES, Diesel Generator Ih or IB Exhaust Silencer Room (Elevation 292 ft.) ./VcS P Floor Area: ~%0 sq ft Cable Insulation Power 0 0 0 Control 0 0 0 Instrumen-tation 0 0 Liquids (integral 0 0 0 with equipment) Solids 0 0 0 Transient (negligible) 0 0 0 Total 0 0 Fire Zones: I-D-3-DGA-HVR or 1-D-3-DGB-HVR, Diesel Generator 1A ft.) Floor Area: Cable ~ or 1B HGV /bo7sq. ft. (Elevation Insulation (in conduit) 292 Po~er 0 0 Control 0 0 0 Instrumen-tation 0 0 0 9.5A-165 SHhPP PSAR Quantity BTU in BTU/ c Combustible -Gal./lb./RF 1000's ~s ~ ft. L5.quids (integral 0 0':. 0 I . "~ with equipment) Solids 0 0 Transient ~ (negligible) 0 0 Total 0 0 Control of Hazards F.'lectrical penetrations are sealed with three-hour rated fire stops at all floors and at rated fire barrier walls Mechanical piping penetrations ~ through fire barriers are anchored or sealed with flexible or semimigid fire stop assemblies. HVAC duct work penetrations through fire-barriers are sealed between duct and barrier opening with flexible or semimigid fire stop assemblies. Equipment containing combustible liquids is enclosed within curbs and retaining walls as indicated on the drawings to limit the spread of anticipated oil releases, to retai'n the released oil from the diesel lube oil system and to route the releases to the diesel generator room sump from where it is pumped to the oil disposal system.. Curbs, retaining walls and watertight doors prevent spread of combustible liquid releases between fire zones, beyond or into the fire area. Full height structural barriers with a fire rating of three-hours are provided between redundant adjacent safety related diesel generators 1A-SA and 1B-SB, day tank areas 1-D-DTA and 1-D-DTB. Based on'the smoke removal rate recommended for the Cable Spreading Rooms (1 ~ 5 cfm/sq. ft.) comparable smoke removal would be achieved for these areas at a rate of approximately 0. 18 cfm/sq. ft mo e, heat an pro ucts o incomplete 8 s>'~(ctsaA S~cRC i c~DvafL Supply: By transfer hf~ ~ f~cP~~ combustible are remove y4 t e ventilation f Q wt&G ~ system for this area: c4&ccF ~~s~/Jwc ~l<c; Exhaust: E61(lA-SA, 1B-SA) ~f~ AH-85 (1A-SA$ 1B-SA) E86(1A-SA$ 1B-SA) 1 Safety Function Class Mode ) ~(/ Fire Zone: 1-D-1-DGA-RM, Diesel Generator Room lA Normal Operating Condition: Exhaust: E-61 (1A-SA) Operating 2, 100 0.9 I'.5A-166 Amendment No. 15 0 SHNPP FSAR APPENDIX 9. 5A. 18
1. Identification Fire Areas. 1-D-DTA and 1-D-DTB Building: Diesel Generator ) 15 Fire Areas: 1-D-DTA, Diesel Generator Fuel Oil Day Tank lA Enclosure 1-D-DTB, Diesel Generator Fuel Oil Day Tank 1B Enclosure Shown on Figures: 9.5A-21, 9.5A-22 Length (ft.): 12 Width (ft.): 12 Height (ft.): 29
/CD Area (sq. ft.): 344 Volume (cu ft.): 4,200
2. ~0ccc scc s Each area contains the diesel generator fuel oil day tank 1A-SA and 1B-SB respectively, piping in a pipe chase and tank access ladders

3. Boundaries Walls, floors and ceilings are of reinforced concrete construction, with a fire rating minimum of three hours. One wall opening is provided for each area for personnel access, protected by a watertight, three-hour A label type fire rated door, three ft. above the floor level to allow for a three ft. high retainin g wall ca P able of containin g a PP roximatel 110 ercent of the tank volume ~
There are no concealed spaces or. floor trenches. A 12 in. x 12 in. air intake opening is provided in the West wall of the fire area (Elevation 303 ft ~ ), protected by a three-hour rated automatic fusible link fire damper.
4. Combustible Loadin Quantity BTU in BTU/
Combustible Gal/lb./RF 1000's ~s. ft ~ Fire Areas: 1-D-DTA and 1-D-DTB, Diesel Generator Fuel Oil Day Tank (lA-SA and 1B-SB) Enclosure Cable Insulation (in conduit) Power 0 0 0 Control 0 0 0 Instrumentation 0 0 0 Liquids: diesel oil (gal.) 3,000 ~ /z8~ ue-o z;~a+ ze ~My6ee 7 Solids Amendment No. 15 9.5A-178 SHNPP PSAR 'ombustible ~) MWC~ Of L Qusntity Csl/lb/RF Total BTU 32~ee in 1000's <~s qqo ~s ~~F00 ~, BTU/ ~ ft. ZW/ /Q s-z.~ ~~ 5~ Control of Hazards Electrical penetrations are sealed with three hour-rated fire stops at the rated fire barriers. Mechanical piping penetrations through fire barriers are anchored or sealed with flexible or semi-rigid fire stop assemblies. HVAC exhaust ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire stop assemblies, Each diesel fuel oil day tank, containing diesel oil is located within an enclosure provided with a three ft. retaining wall (capable of retaining approximately 110 percent of the tank volume) ~ A watertight door is also provided to prevent spread of'combustible liquids releases beyond the fire area, when the floor drain valve, located in the valve pit adjacent to this area (Fire Zone 1-D-1-DGA-ASU or 1-D-1-DGB-ASU) remains closed, in its normal operating position. After the valve is manually opened the drainage flows by gravity into the Diesel Generator Room (Fire Zone 1-D-1-DGA-RM or 1-D-1-DGB-RM) sump from where it is pumped to the oil disposal system. ~P'lyer Based on the smoke removal rate recommended for the combustible load in the Cable Spreading Room, 1.5 cfmlsq. ft. comparable smoke removal would be achieved f h f these areas by a rate of a roximately 17 cfm/sq. ft. i t p~a~~ mo e, eat and products of incomplete combus n are removed by e ventilation~Csystem for this area:S4~+ >~<<<~/~~~ ~~ F~ft'~>~~ 6w pc~&h W SP'gare 4V tC Fi g~ bb<pFS~ ges0~- hL Cb/ WC r p air ~ Supply: By transfer from access corridors Exhaust: E-61(IA-SA) (1-D-DTA) E-61(lB-SA) Exhaust: E-61(1C-SB) (1-D-DTB) E-61(1D-SB), Safety Function Class Mode "u ) ~uI ~ ) Exhaust 3 Operating 1,100 8 Exhaust 3 Standby 1, 100 8 Exhaust 3 Operating 1,100 8 Exhaust 3 Standby 1,100 8 There are no radioactive sources in this area 9s5A-179 SHNPP FSAR APPENDIX 9.5A.19 1~ Zdenti f ication Fire Areas: I 1-0-PA and 1-0-PB 15 Building: Diesel Oil Storage Area I Fire Areas. 1-0-PA, Diesel Oil Pump Room 1A Elevation 242025 fto 1-0-PB, Diesel Oil Pump Room 1B Elevation 242.25 ft. Shown on Figure: 9.5A-23 Length (ft.): 10i5 Midth (ft.): 9 Height (fts): 1005 Area (sq. ft.): 95 , Volume (cu. ft.): 1000 ,
2. ~0ccc acc Each fire area contains the diesel fuel oil transfer pump lA-SA and 1B-SB respectively, with associated piping, valves, fittings, the exhaust fan and duct, associated controls and fairing in conduit

3. Boundaries s Mails, floor and roof are of reinforced concrete construction, with a fire rating of three hours. Mall openings for personnel access are protected by certified three-hour A label type fire rated doors'all openings for air C makeup are protected by three-hour fire door dampers. Concealed spaces consist of catch basins, one for each pump room, approximately 2 ft. X 2 ft.
in sizes 4 Combustible Loadin Quantity BTU in BTU/ Combustible Gal /lbs/RF 1000's ~s. Ec. Fire Areas: 1-0-PA or 1-0-PB, Diesel Oil Pump Room lA or 1B Cable Insulation (In Conduit) Power Control ~ 0 Instrumentation Liquids (integral with equipment) Solids 0 0 Transient: oil(gala) 55 ~HO CZ~ Total Ms060'-e <D ~60 ~z.~7 9.5A-184 Amendment No 15 r SHNPP FSAR I 5.~ Control ~ o f Hazards Electrical penetrations are sealed with three-hour'.,rated'ire stops at the rated fire barriers. Mechanical piping penetrations through fire barrier walls are anchored or sealed with flexible or semi-rigid fire stop assemblies. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire stop assetnblies. Automatic fusible like operated fire door dampers are provided within transfer openings. Catch basins provided in each area prevent spread of oil releases beyond the fire area. Structural three-hour rated barriers are provided between redundant ad)acent safety-related equipment. Based on the smoke removal rate recommended for the combustible load in the Cable Spreading kooms, 1. 5 cfm/sq. ft., comparable smoke removal would be achieved for these areas by a rate of a roximately 0.5 cfm/sq. ft oke, heat and products of incomp ete combustion are remove y t e normal ventilation~~eg-p giVe @ systein for these'reas.>ho~t& > @~ IZ ab ~c.~ Mrem~WC. p'<AC-4 >~iZs~p~~+i~ ~~ B'~e ~~ +~'+ I bupply: ~ By Transfer 'xhaust: E-85(IANNA) and (IBWA) E-85(IAMB) and (IBWB) Safety Func tion Class Mode Flow(c fm) (cfm/s .ft.) Exhaust 3 Operating 10300 13. 7 Exhaust 3 Standby I, 300 13 ~ 7 There are radioactive sources in this area.
b. Fire Detection The types these fire of detection areas are as follows.'ain and actuation systems provided and their function for Fire Detection Local Control Panel* Control Panel Suppres Det System Yire Zone Zone Tyre Basis Local* Ann Alarm Actu Ann Alarm I W-PA 1-92 Thermal Area X X X X X X UV Area X X X No X X 1 W-Ill 1-93 Thermal Area X X X X X X UV Area X X . X No X X

The local fire detection control panel 'servicing fire areas i&MA and 1~-PB in the Diesel Oil Storage Area is located in the access stairway.

Local alarm and annunciation of fire or trouble condition, both visual and audible, are provided for each area/detection zone at the local control panel and an audible alarm sounds at the affected ar'ea.
9.5A-185 SHNPP FSAR APPENDIX 9 ~ 5A. 20 1~ Identification Fire Areas: 12-0-TA A and 12<<0-TB Buildi.ng: Diesel Fuel Oil Storage Tank Area Fire Areas: 12-0-TA, Diesel Fuel Oil Storage Tank IA and 2A 15 12-0-TB, Diesel Fuel Oil Storage Tank 1B and 2B Shown on Figure: 9.5A-23 c Length (ft.): 66 Width (ft ): ~ 21 Height (ft.): 18.5 ,/a 8C Area (sq. ft ~ ): ~RlO Volume (sq. ft.): 26,000
2. ~0ccc acc Each area consists of the Diesel Fuel Oil Storage Tank 1A and 1B, respectively. 15

3. Boundaries Diesel fuel oil storage tanks are buried and of Seismic Category I construction, which is considered to be equivalent to a fire rating of three hour s.
t ible (y 4~ Comhus Loading Quantity BTU in BTU/ Combustible 'Gal /lb /RF 1000's ~s. ft. Fire Area. l2-0-TA or 12-0-TB Cable Insulation Power (In conduit) 0 0 Control (In conduit) 0 0 Instrumentation (In conduit) 0 0 0 a Liquids: oil(gal ~ ) SOO~oOO jar@7~ >a+ 175,000 Solids Transient: 0 TOTAL 5, Control of Hazards 295dDBDD l7 @7g yg8 Mechanical piping penetrations through fire barriers are sealed with flexible or semimigid fire stop assemblies. There are no electrical or HVAC penetrations. Cg
9. 5A-1 89 Amendment No. 15
SHNPP FSAR APPENDIX 9.5A.21 'dentification Fire Areas: 12-I-ESWPA and 12-I-ESWPB Building: Intake Structure'ire Areas'. 12-I-ESWPA; Emergency Service Water Pumps lA, Elevation 262 ft. 12-I-ESWPB, Emergency Service Water Pumps 1B, Elevation 262 ft. Shown on Figure. 9 5A-40 Length (fts):. 85 Width (ft,): 24 Height (ft.): 16 Area (sq. ft ~ ): 2,100 Volume,-(cu. ft ~ ): 34,000
2. ~0ccc acc Each area contains the emergency service water pumps, lA-SA and 1B-SB, re p ctively, associated piping and valves motor control centers, switchgear, cables in conduit and controls.

3. Boundaries Walls, floor, roof and structural columns supporting the area boundaries are of reinforced concrete construction with a fire rating of three hours. Wall openings that allow access of personnel from outside the areas are protected by security doors, which are considered to have an equivalent of three hour fire rating based on the special separation from other structures and limited fire loading inside the fire area, Wall openings for personnel access within the areas are not protected

4. Combustible Loadin Quantity BTU in BTU/
Combustible Gal ~ /lb./RF 1000's ~s ~ fc. Fire Area: 12-I-ESWPA or 12-I-ESWPB Cable Insulation: Power (In Conduit) 0 0 0 Control (In Conduit) 0 0 0 Instrumentation (In Conduit) 0 0 0 Liquids: Oil (gal.) Solids 82.5 8 i/0 ~e- Have, 0 0 Tr ansient: Oil (gal ) 55 ~0~~ 0 ~ee a-ecp TOTAL 1$ rS 0-c0011 7>'72-Amendment No. 15 9.5A-192 SHNPP FSAR
5. Control of Hazards Mechanical piping penetrations are anchored or sealed with flexible or semimigid fire stop assemblies'lectrical penetrations are sealed with three hour fire stops at rated fire barriers. There are no HVAC penetrations.
ased on the smoke removal rate recommended for the combustible load in t Cable Spreading Rooms (1 ~ 5 cfm/sq., ft ~ ) comparable smoke removal would be chieved for these areas by a rate of approximately 0.02 cfm/s ~ f A once through ventilation system is provided for the pump and MCC rooms which can be used to remove smoke and products of incomplete combustion: 15 Floor Ar ea: 1, 600 sq. ft. Supply: Louver s: Exhaust: E-88(1A-SA) L-105(1A-NNS) xs i Floor Area: 1,600 sq. ft.'i Supply: Louvers: Exhaus t: E-88( 1B-SB) L-105 (1B-NNS) Safety Function Class Mode Flow(cfm) (cfm/s ~ ft.) Supply NNS Oper sting 11,750 7~3 Exhaust 3 Operating 11,750 7~3 Exhaust 3 Standby 110750 7.3 15 c) Electrical E uipment Room lA Floor Area: 500 sq. ft ~ Supply: AH-86(IA-SA) Exhaust: Louvers: L-109(1A-NNS) Xs i d) Electrical E ui ment Room 1B Floor Area: 500 sq. fthm Supply: AH-86(1B-SB) Exhaust: Louvers: L-109(1B-NNS) 9.5A-193 Amendment No. 15 SHNPP FSAR APPENDIX 9.5A 22 .1 ~ Identification Fire Area: 5W-BAL 15 Building: Waste Processing Fire Area: 5W-BAL Fire Zones: Detailed in Item 4 Shown on Figures: 9.5A-6, 9.5A-8, 9.5A-14, 9.5A-18, 9.5A<<24 through -33. Length (ft.): Variable Width (ft.): Variable Height (ft ): Variable Area (sq. ft.): 231,500 Volume (cu. ft. ): 3, 500, 000
2. ~Occu anc The area contains various tanks, pumps, cornpressors, evaporators, laboratories, drunnning areas, health physics facilities, offices, laundries, locker rooms, decontamination areas, computer room, HVAC equipment, d e mineralizers miscellaneous equipment, associated controls, wiring in conduit and cab le in trays.

3. Boundaries Walls, floor, roof and structural columns supporting the area boundaries are of reinforced concrete construction, with a fire rating of three hours. Wall openings for personnel access are protected by certified three hour A Label type fire rated doors'ertified one and a half hour B Label type fire rated doors are provided at stair towers. Floor and Gals roof openings for handling of equipment are protected either by metal or reinforced concrete covers'oncealed spaces consist of suspended ceilings and are constructed of noncombustible materials ~ Other concealed spaces consist of valve galleries, pipe tunnels and pipe chases.
4, Combustible Loadin Quantity BTU in BTU/ Combustible /lb./RF 1000's ~s. fe. Fire Area: 5W-BAL, Waste Processing Building // ~3M Cable Insulation (~r>rr ~ b~~Q Mz dr& Power (gc, x Q) 2?/W ~3 ~4a-,see o ~H~ (Z rrxg) 8 os) ) o~EQQ C O.~x +) Z iW /b2~7S 3 z,zzM Amendment No. 15 9.5A-197 (w (~g Ce~~L (30m'0 2; 4,7I iz< S7g IÃf (zest.4 ajjs'5~ 0'/8 ~+rSz3 (r.z ~~) SHNPP FSAR z'~+q~ Zi'V~I i& 3~ ~~~eP (pop. ycp'ze'jt. +D ~ ZoO es'7 6 9Zo pisces 7'poh I3Zg 23 Sos 6 gS~ cjoy (Iz jt Combustible 1~ Gal ~ /lb./RF 1000's s tta fr ~ F00 'P~ ~j90 2.5 liquids'Oil (gali) 24 ~ee m st're Solids: Char coal (lb.) ~/I J~ ~~rR xs Transients: Charcoal (lb.) Oil (gal.) Fiber drums (lb,) A'I>a~~ j RS 55 sqHe, MO ~968IM~'t76 tr6 ~~ ~j%0 ~~e7'f 8D I~a r / [ TOTAL ~f&fF-Bgo &b>zv 'I I I 3~$ 9'7 is Fire Zone: 5-W-1MHTKl, Waste Holdup Tank, i Elevation 211 ft 7oZ0 Floor Area: sq. ft uiojl, a. b z Cable Insulation'gb l?A /PO c+ 7~ cg~z~w it)p z C Wino r z 8sj ower 9 o8/ Control Instrumentation n~q 4,7$ >o'les ~~0 ~eo 1~8) 'Pa f89 7p'Vl l~equ LgP.f ~ pment) Fg q +06 o63 3 98( 0 W~/ O'0 q I'f6 PesV ,) Solids 0 0 M 5YO Transient: Oil (gal ~ ) TOTAL 55 ~e 4-:~00 ~80 ad@ 3 O'P>74 Q f~ g2g Fire Zone: 5-W-1WDTKj Floor Drain Tanks, WPB Elevation 211 ft Joy I (Q Floor Area: ~~0'q. ft CM l.'tjrtt Insulation se'able Power 97K~ <@+~M, 300 +-,ceo- X~ ~+ Control aO~ O ~~75'VV Instrumentation(au~'4 gal~ 5'>y >>P~ 'Liquids (integral with equipment) Solids 0 0 Transient: Oil (gal.) 00 TOTAL ~5eP /63 ~o )W~C a/ 9.5A-198 Amendment No. 15 SHNPP PSAR <. 2.il Pig~ gas~ J I~~uf 7~1C ~ t... 8-~:lol2- ~f'l=r Quantity BTU in BTU/ Combustible Gal./lb./RF 100 0' ~s.f s c3oz v) 2Va 31t ') IIS 330 Xl~ 5~ 'R,s~~ 73 O~ Cable Insulation I Z.33. ~ 2Zo /(o ~o ow soav l 7o 3CO (Z <ac 99 Cont o I Z.Xe) 3 YO X-2-,560 z,'i7s-Instrumentation 3c3% el ((5 &y@5 q7C f ] 80 Syst6 Z lax') ZZ> 3y O'D Liquids (integral with equipment) 0 0 Solids 0 Transient: Oil (gal.) TOTAL ~80 M~800 ~e ~i88-G Dgz~ 9'tZ 5 1~63 Fire Zone: 5-W-1-VG-1, Valve Gallery 1, Elevation 211 ft. 7o2Q Floor Area: sq. ft. Cable Insulation Power Control ~Pop V. p~ as-> I~ 2 Bi) ~ ~"~ ~0O ~80 272 + Instrumentation& 4~9) x 9) (gz Liquids (integral wS th equipment) 0 0 0 Solids 0 Transient: Oil (gal.) ~00C) TOTAL 8.NO zaS~78 fts Z- s- t3 )P( Fire Zone: 5-W-1-TKS, Miscellaneous Tanks, Elevation 211 Floor Area: 10,4M sq. ft Cable Irlsulatio t30~ss 'f) ~) z.6~~ AC 88 M7~ s3Y '773e ee-eee + ~ [2.V Power 33Z. X V$ 1'~ .088 / Control 0)( V Instrumentation (3o~~) Z7S ~ zes s">)338 7/<2?.~ee 7>4 > qB hM Liquids (integral with equipment) Solids 0 0 Transient: Oil (gal ) ~coo ~80~ TOTAL ~ee- &r,~e- ~V SV7~2oQ z3g Fire Zone: 5-W-1-VG-2, Valve Gallery 2, Elevation 211 ft. 7o2.o Floor Area: 2090- sq. ft. 9.5A-199 Amendment No. 1 SHNPP FSAR in Combustible 'alQuantity /1b /RP . . BTU 1000'8 BTU/ ~8. ft. Fire Zone: 5W-l-HCHTK, High and Low Conductivity Holding Tanks, ~ Elevation 216 ft. +r +D Floor Area.'4480 sq. ft Cable Insulation . x l~V'lt Power Ij7~ D~en s-,ee>>~~ Contxol (/>~ <) Ins t rumnnt ation ((2 ~4 I SO ~ l3D6r5 ZC,X7$ &~f30 a t(D ~266 8+oo f ~ee- ~<~> Liquids (negligible integral 0 0 0 with equipment) Solids 0 0 0 Transient: Oil (gal.) TOTAL ~00 8/~F38 9.5A-200 Amendment No. 15 SHNPP FSAR Quantity BTU in BTU/ Combustible Gal ~ /lb./RF 1000's ~e. ft ~ Fire Zone:'W-l-SW, Secondary Waste, Elevation 216 ft. Floor Area: ~ 38'7 2 sq Cable Insulatioy yoc tt P'ower bV~gQ Control (,I Z.<<Wy ~ (0'O go+ Hm~ l~r>'"0 ~90 '~00 roO a L~7$ Instrumentation ~><>4 4~ 1~00 4.o )s,wso RP00 3<~~ /OO Il~ 8 ta~Z Liquids (integral with equipment) 0 0 0 Solids 0 0 0 Transient 90 TOTAL Fire Zone: 5-W-2-TKS1, Gas Decay Tanks ~p608'oga'd i<< 15 Elevation 236 fts Floor Area: ~ bg379 sq. ft, Cable Insulation (Zo<<4 ~ Power ci~p-wg tPo 347$Aa 0o z7~ 7&p690 ~00 S ~W8 vugg Control(/~a~+> Ins trumentati.on 54 <<V) 3Cm I/~i 7~~ 98%00 7/~ 9oc ~00 //~ 2. O a1/ (zsf aaO rad /gd 400 ~m,si3 38-,M0 CI~QS d ~ND g ~i~ S 70 Co~ Liquids 0 0 0 Solids 0 0 0 Transient: Oil (gal ~ ) e ~990 TOTAL 00 M~90 3gp~on ~3 ~+~ Amendment No. 15 9.5A-201 SHNPP FSAR Quantity STU in STU/ Combustible Gal ~ /lb./RF l000' ~s. ft. Fire Zone: 5&-2WTkf Heaters, Elevation 236 ft. ~)@O ~ Floor Area: $ 880 sq' fto Qiyr4 tt. b rL Cable insulation ~(> ~g) 3/g s Power 4~ IS~ sr 0~ zs,i~O40&05 QO tf'og //0 2&I 3~fl6+ moo "~~ Control Instrumentation (3<A y') (NVW~) /sf" 0 ~ r/P~ t/~ i~///'(~f00'6, o38 f 00 89(l 6?5 7 Liquids (negligible) 0 0 0 Solids 0 0 0 s Transient: Oil (gal ). TOTAL LCD-,500 ~ee- /bf> x9> 35 6 Fire Zone. 5W-2&VAPf Waste Elevation 236 ft. D'78'vaporator, Floor Area: ~ygo $ 880'q. ft. Cable Insulation fgo ~f/ Power 0 s"~ ~ rr Control. p~f"<) 'r>,~~ NM00' QQ 'z3'73? Instr umen ta t ion'$ 3 o ~ v) fthm />i'3~ 4$ g$ 00 MOO rf'o,cog ~2-MA+ 6$ " r s~lrg ~t,zM Liquids (negligible) 0 0 0 Solids 0 0 0 Transient: Oil (gals) TOTAL ~e0-0 ~I0 +7 f~ 'D o>Rz9 sf '7> fS D Fire Zone: 5W-2dlVACf HVAC Equipmentf Elevation 236 ft W7Ge. Floor. Area: 4880 sq. Cable Insulation 233 Power go<"" Control Cs Instruneh tation 63~V) g?V ftV) //6@( /z,786 ~f00 AM00 /ovz>- Z,'?2.O Liquid (minor, integral wi.th equipment) 0 0 0 Solids 0 0 0 Transient: Oil (gal) 6+00 3+00 TOTAL 2~f00 ~ 3+,~8'f~ 3> /> 786 /og 9.5A-202 SHNPP FSAR I Combustible Quantity Gal./lb./RP 't . BTU '000's in '<<.BTU/ fItt, Fire Zone: 5W-2-RPOR, Relay and Process Instrument:Room, Elevation ft. ~ 236 I 7z.8 Floor Area: sq. fthm Cable Insulation (~'b~ ~ ~/'~~ Power 0 ~ 0 0 Control (3< ~ M$ Instrumentation (S c ~ 9$ ~ e ~~4>>r" 4a-,e99-qG<~< 39-,ceo exmoO I'76 ~~0 ~~>~~~ ~'8'~< Liquids 0 0 0 Solids 0 0 0 Transient 0 0 0 TOTAL 00 48(~000, 35z~3 Vg 2.2.g> a&I Fire Zone. 5W-2-TLHSTK, Treated Laundry and Hot Shower Tanks, 15 Elevation 236 ft Floor Area: &74o ft ~86 sq. ~ Cable uea <<a'W Insulytion(<< Power So)c I / F06+ c~q Zr,a>-O 5~095 e'sS' Control~>>~V> x87 3$ 3 00 83ol InstrumentationC3 <43 Qv ~N 850'~ 34~>38 C z.s'7 Liquids (negligible) 0 0 0 Solids 0 0 0 Transient: Oil (gal ~ ) x~o ~90 TOTAL 00 ~0+99 193,49fo Z3g > ~H~) Cable P..r ~Z~ V') Control(~ +0'+~ Instrumentation (z M~ a)'4~~ r4s +76 1.7~~a~aa fh~07> ~8>~3~00 ~00 sy~ Mo 3-,ceo ~/zq7 73oS 444'iquids (minor, integral with equipment) 0 0 0 Solids 0 0 9.5A-203 Amendment No. 15 SHNPP FSAR I Quantity BTU in BTU/ Combustible Gal /lb./RF 1000's ~s ~ ft. ~ Transient: Oil (gal.) Ji ~0 TOTAL '. ' " -7+0000 99-a O~/ gg /8~Zf' Fire Zone: 5W-2~PT, .Computer Room, Elevation 236 ft Floor Area: / z-sqi ft Cable Insulation (~'~ <<~~3 Power (in conduit) Control (3o < "I) Instrumentation (3> @RE -~o goO ~~ 0 <<-VSvK&m90 VC,~~, SQ 0 ~ 0 g qZp I 28-,000 47> z> f Liquids Solids Transient: (negligible) 0 0 0 TOTAL ~a~99 e~e9- Wo~ f'Mgi Fire Zone: 5W-2WR, Waste Processing Control Room and Cable Vault, Elevation 236 ft Floor Area: ~ ZXQO sq, fta Cable Insulation(t s& a besot) Power (in conduit) Control(SO fc 'i) Instrumentation(3cb <99- +og8y3 8b~ '72-& 15 Fire Zone: 5-W-2-LCHTK-1, Low Conductivity Holding Tanks, Elevation 236 ft sq. ft ~ Cable Insulation (i 0K ~ P~~ii3 1 Power (~V< 9) 150 z X ~90- , 0O 7oPQ Control (z ~>4 150 BS'z~-v~00 ~90- i ~/ Ins t rument at i on (2,cr ~ q) 150 >'ti 8'7$ ~99 goy gap Liquids 0 0 9.5A-204 Amendment No. 15 SHNPP FSAR Ouantity BTU in BTU/ Combustible Gal./lb./RF 1000's sq. ft, Solids 0 0 0 Transient: Oil (gal.) ~gO O TOTAL , BM 3o~/z8 cire Zone: 5-W-2-COND, Solid Waste Evaporator Distillate Condenser, Elevation 236 ft. z.s~ Floor Area: 4480 sq. ft. 1 'able Insulation('>~ (xV~V> ">+ ~h )gn zVooo Power <, z ~> ~D +96 3~7>~ ~BBO g chic& Control (>~> V) Instrumentation(2-V>> 'I) 9~~ zoic Ger 86 <<o s-39>S"~Off 0 05 z6~)g3 00 iS'S~Z-Liquids Solids 0 0 Transient: Oil (gal.) 0 .~en Q TOTAL ~~ee- a9,.eO- /Cz, 8m W7~ y3+ Fire Zone: 5-W-34-DRM, Drumming Area, Elevation 261 ft. Floor Area: lf,'7 ~~ Co sq. ft. Cable Insulation (~< >"" < >W~) Power u4 sb 4~A 3-,88) r~>V Controls>+>> (( +~ 2g ~l) Instrumentation (x 0>> &~ aoO '240 ~R}6 ~e ~"~ i~~s ((~ >>y) ~~3B Q z~rzs D 0 /f7+ 9 ~ 5A-205 Amendment No. 2 SHNPP FSAR Ouantity BTU in BTU/ Combustible Gal./10./RF 1000's sq. ft . Liquids (integral with equipment) 0 0 'Solids 0 Transient: Fiber drums (lb.) 600 4,800 TOTAL 48~0 tm" grg08-(5 9>4 (3 gz~r~ Fire Zone: 5-W-3-STR, Storage Area, Elevation 261 ft. Floor Area: ~f8'q. ft. Cable Insulation (~t ~ 4" >~<~ g,X6Q ~E652-(go~ V) 9S S 6 ~2$ > i7zo Cwv x+) Power /SS rg7> D rS sg"P (>> ~~) Control (3g x~g ~ r mrs a-,ann r >-s~< Instrumentation Cz<r g.s-a ~ 0 +~>@ ~00'/zs u3 3&g8RO 0a xsam Llp rgb Liquids (integral with equipment) 0 0 Solids n 0 Transient: Oil (gal.) 1 TOTAL Ga-:Ioroas'2&, 300 gr/064 &$ Z.Q~ 2-dO Fire Zone: 5-'8-3'/CWHEl Waste processing Building Cooling Water Heat Exc2-mal) angers 1-4A, Elevation 261 ft. Floor Area: e ~ +6$ 2-sq. ft. Cable Insulation pz.~ i@ ' I<i,7s 8 2S era Power (iz ~ <) rois o0]~ 0OO fN) z,zs 8 Ca u~ +i Control fr sro sEZC0 a gsc,63 Instrumentation b. V~g) 0 g gt/(S r a, rt.~) 1 A$ iS;6 0'4 Q P~ 3VS Liquids (negligible) 0 0 0 Solids 0 0 0 Transient: Oil (gal.) ~ee > Fire Zone: 5-W-34-CRK-2, Waste Processing TOTAL zqvi Building Cooling Water 78'-z ~OA 887 Heat Fmchangers 1-4B, Elevation 261 ft. V&V~ Floor Area: 0 sq. ft. Cable Insulytion(~<~< /'+~v ~~ 7/~ iz'4 es& Contro3(s~ Sr@' ~iz~, g o7, 2,hM 33-,460 <~~ (rzr Instrumentation r Cz. glrxg r /g 00'30 Pzge, gd, 3~0 38$ 3~~vs e )ss 7 Amendment No. l
9. 5A-206
SHNPP FSAR Ouantity BTU in BTU/ Combustible Gal./lb./RF 1000's eq. ft. Liquids (negligible) 0 Solids 0 0 0 Transient: Oil (gal.) eo~ ~ao + TOTAL ss-.'ceo i2 @(ASH l Fire Zone: 5-W-34-CWP, Waste processing Building Cooling Water ~ Pumps 1-4 Z.SQ D Floor Area: sq. ft. Cable Insulation (a qbTlq~bL~ (~s~Q AD be~ Z$ ) 648 power Ou )t H3 Ii s7h 29,300 Control (zVA 'II) 220 8 $> 12 OOQ Instrumentation (><wM) gwx y) is foe'g,e)s 1-'~ 5,000 ii.i ~4 ly19'/ Liquids (integral with equipment) 0 0 Solids 0 0 0 Transient: Oil (gal.) TOTAL 'D 4~0 / t,tpkq q ft. Fire Zone: Floor Area: Cable ~ 5-W-4-SWG2, Switchgear Room 2, Insulation sq. ft. Elevation 276 QLi lpga,go I.WIDTH X ~DEPTH) se-eee (Rc) ~ 4) Control C,so x ~) Instrumentation (in conduit) 0 ee-,ceo ~'~e "">>'7' 0 Liquids 0 0 Solids 0 0 Transient (negligible) 0 0 TOTAL ~IN ao,ZBI.iC @q ASS'. 9 j ft. Pire Zone: Floor Area: Cable ~ 5-W-4-SWG1, Switchgear Room 1, l>81 Insulation sq. ft.. Elevation 276 gz, fig.fo cS>gl'f. Zuuqo TII x 06PTII) PS C3q) ~4.> Control 3 o x4 ) ue I>$ s+-ceo "'Smeo " Instrumentation (in conduit) 0 0 0 9.5A-207 Amendment No- 2 SHNPP PSAR Ouantity . 'BTlJ in BTJJ/ C) Combustible ..Gal./lb./RF 1000'a Sqa ft ~ g Liquids 0 " 0 Solids 0 0 0 Transient (negligible) 0 0 0 TOTAL 0 00a-100 a~ is~, rs Fire Zone: 5-W-4-WRK, Working Area, Elevation 276 ft. /ago Floor Area: &59& sq. ft. Cable Insulation (~1MHX 06tfH) Power (in conduit) n "~3,>>z.-c.0- - .o Control -.......~ (3ox4)-- -- .W3o 4-+o- - -ween <<,~~$ Instrumentation--"-4box4) + >(,~1 Xv)- 30... ~AN ~ ' <9<9 ~ ~ g,9rS <<Y7 Liquids 0 0 led cvo~~ds 0 0 0 Transient (neglibible) 0 n 0 TOTAL ~eA 89 gag >g >o,O<J ft. Fire Zone: Floor Area: Cable ~ 5-W-5-HV, wy)K Insulation sq. H & V ft. Area, Elevation 291 Power ~ . gV)DEPTH X qpo g q) t.>o X4p ~Af))An.~ )g~,t<~p 2 C 9+. v> COntrOl Q8 I< Instrumentation (Mx'g 80 ' S;@Sf->4'F0 a, IVV.Sh Liquids 0 0 0 i<)1~5 133)974 x>) $ 6$ '. 4S Solids: Charcoal (lb.) 0 4R-, HK Transient: Charcoal (lb.) Fiber drums (lb.) )<) l>j 280 /33)974 ~e ~~)s4s ~ <8'~00 Ã8.49 TOTAL ) ~0500 >>7))9S ~< sv os.go Fire Zone: ft. ~ 5-W-5-FAN, Miscellaneous Fans, Elevation 241 >9i5" Floor Area: sq. fthm Cable Insulationc.Mip<H x oaf<M) al,)S7$ o -- - --4S~ Power i %c.90 x4) O~~~-@~380... Control ---- 1 >>>- . .~~<>gC'~ 6o~.. +.008)S joo "~0' ')'S7 Instrumentatiok ."4> F'.r>3~xH) 'l xQ) '7o.- . g>,><3>r~ 9 3oo >~ 'S'P~ Amendment No. 1 9.5A-208 SHNPP PSAR Ouantity BTU in - . BTU/ Combustible Gal./lb./RP 100D's sq. ft . Liquids (integral with equipment) 0 0 Solids 0 0 0 O 0 O Transient: Oil (gal.) ~88 +r880 TOTAL +24~8 le,787.> o ~j ss,xM 888 Fire Zone: 5-W-5-CHF, Charcoal Filter Room, Elevation 291 ft. 5 9I S Floor Area: -5988 sq. ft Cable Insulation Control (w<pwex ocprH> (so~ +) (go~qy Zoo s~C"~ rg,yg])~p~ ~a c,~~a.s I P-,988 ~~,~~> ~~ Instrumentation /we x V) ~ R50" yg. (~g ~)80 4-,6e8 O,'8~4 >< Liquids (minor) 0 0 0 ~>, 369 'f +>, ps-g <'7~ 6 97.of Solids: Charcoal (lb.) &gRS 93+~) i>3 I 3'3, Rv Cr i~, s C.g, ~g Transient: Charcoal (lb.) Fiber drums (lb.) ~~0 Ll~ 280 ~4%% ~) '3YS ~o TOTAL ~~0 ~mee 7~9'IL'~> )3f o99.54 Fire Zone: 5-W-CHL, Waste Processing Building Chillers, Elevation ft. Floor Area: ~ 291 S'9 l5 sq. ft. Cable Insulation Power Control Qt4lOYQ X QCpt'Cl) g o z~) (7o ~ ~ toS 3t SN It1& ~$ ~400 ~AS-I) 5;3$ R 8'f l7 7g'$.I Instrumentation (2qyy) 120- xv,goo ~~~0 +,7l+.$ ~ B'%& Liquids: Oil (gal.) 24 gtHB Solids ' 0 0 jX IS yg %19 10 Transient: Oil (gal ~ ) ~g480 4-rQAO TOTAL +BR-rR69 ~%0 >S alt ~48 om~ Fire Zone: 5-W-S-SLD, Waste Solidification Area, Elevation 291 ft. Floor Area: Cable ~ Insulation sais sq.ft W (Wa QTH g QepTH) l5;av - - ~$ 36 Power ....,,'a~~ xg i Control '.,",'- (3~x,v-).- . ~. ~,,'~>>- 34640 sash~ "1~co>>"~ Instrumentation c..-~4,q) q')--. l4'o" -'+ >~- ~~s S+30 ~)(livN). " l8o- >o',pic'- - . >s'I 9.5A-209 Amendment No. 2 SHNPP TSAR in 0, Quantity BTU BTU/ Combustible Gal./lb./RP 1000's ~s. ft ~ Liquids (negligible) 0 Solids 0 0 0 0 0 '~RO O Transient: Oil (gal i) TOTAL /z7~ $ ~ ~l) Ssf The amount of combustible materials accounted for the fire zones listed below are insignificant, and thus, their combustible loading is negligible. These fire zones are: 5-W-1W1, Auxiliary Steam Condenser Tank and Pumps, Elevation 216 ft. 5-W-lW2, Auxiliary Steam Condenser Tank and Pumps, Elevation 216 ft. 5-W-1-TK, HVAC Condensate Recirculation and Transfer Tank and Miscellaneous Pumps, Elevation 216 ft. 5-W-2-DMK, Secondary Waste Demineralizer, Elevation 236 ft. 5-W-3-MLR, Men's Locker Room, Elevation 261 ft. 5-W-34-IC, Instrumentation and Controls Shop, Elevation 261 fthm 5-W-4-LAL, Low Activity Lab, Elevation 276 ft 5-W-4WL, Hot Laboratory, Elevation 276 ft. 5-W-4-DRM, Drumming Area by Drum Filliag Station, Elevation 276 ft. 5-W-5&A, Future Volume Reduction System Area, Elevation 291 ft. 5, Control of Hazards Electrical penetration's are sealed with three hour rated fire stops at all floors and at rated fire barriers, Mechanical piping penetrations though fire barrier walls are anchored or sealed with flexible or semi-rigid fire stop assemblies. HVAC ductwork penetrations through fire barriers are sealed between duct and barrier opening with flexible or semi-rigid fire stop assemblies Fire dampers are not provided within safety related ducts. Partial or full height, structural barriers, are provided in many cases between components within the area. Supplemental barriers, fire breaks and fire retardant coatings are provided as required, Based on the smoke removal rate recommended for the combustible load in the Cable Spreading Rooms (1 ~ 5 cfm/sq. ft.) comparable smoke removal would be chieved for this fire area by a rate of approximately 0.2 cfm/sq. ft 9.5A-210 Amendment No. 15 SHNPP FSAR Smoke, heat and products of incomplete combustion are removed by the '4 ventilation system for this area: 5'1$ u/J W@'c4cyfC liep+ $ a gas~cv~f& p A 4i're c$ C<C'Se aubMs'C -fi'rC +~'$spdrS >WC/C$-'Am~V~I CCpaC,'+ ~,I/ 4> Exhaust: E&5 (I WXWNS) t'Ca/VCC/.'upply: EAC-5 (l&XWNS) EACH (l&XWNS) E&6 (l&X~S) From E&7 (1&XWNS) Contaminated E&9 (l&XWNS) Spaces E-83 (1&X~S) (Standby) E-59 (1&AWNS) From R-7 (1&A~lS) non-R-8 (1&ASS) contaminated Spaces Note: The following areas have their own independent systems which have once-through capability:
1) Control Room and Cable Vault

2) Office and Laundry Areas

3) Laboratory Areas Function Class Mode ) ~)) ~ ~ )
Supply NNS Operating 920000 0$ 8 (g Supply Exhaust Exhaust Exhaust Exhaust NNS NNS NNS NNS NNS Operating Operating Operating Operating Operating 925000 32,700 325700 32, 700 32, 700 0.8 0,7 0$ 7 0,7 0$ 7 Exhaust NNS Operating 25, 000 Os 11 Exhaust NNS Operating 24,400 Os 11 Exhaust NNS Operating 24,400 Os ll Potential liquid borne radioactive releases from waste processing building equipment are contained by 6 in. curbs provided in areas where such releases are likely to occur, such as Waste Holdup Tanks,. Floor Drain Tanks, Low and High Conductivity Holding Tanks, air borne radioactive releases from equipment are absorbed by etc'otential charcoal filters provided in the building ventilation system at Elevation 291 ft, 6i Fire Detection The types of detection, actuation and signaling systems provided in this area and their functions are as follows: 9.5A-211 SHNPP FSAR I APPENDIX 9e 5A.23 '. l. ~ Identification ~ Building: Turbine Building Fire Area.'Turbine Generator Shown on Figures: 9.5A-34, 9.5A-35 ~ 9.5A-36, 9.5A-37, 9.5A-38, and 9.5A-39 Length (ft ): 350 Width (ft.): 160 Height (ft.): 74 z.ob Area (sq. ft. ): Volume (cu. ft.): 4,144,000 'I The area contains the turbine generator, condensers, condensate pumps, water treatment system, feed pumps, turbine generator lube oil system, hydrogen seal oil system, L.P, heaters, 6,9 kV switchgear, 480V MCCs and switchgear, associated controls, wiring in conduit and cable in trays, and charcoal filter.
3. Boundaries Turbine Building is an open structure of non-combustible construction.
'he The building floors (Elevation 240 ft. and 261 ft.), walls between Elevation 240 ft. and 261 ft. ~ and structural columns supporting these floors are of reinforced concrete construction equivalent to three-hour fire rating. Above Elevation 261 ft the building is constructed of steel and concrete slab on steel frame and metal form decking, and has no walls or roof. Steel columns and beams used for structural support are not fireproofed. Stairways leading to Elevation 240 ft. are enclosed within two-hour fire rated construction and are provided with certified one and a half hour B label type fire rated doors Miscellaneous structures on each elevation, such as Switchgear Room Elevation 261 ft.) and Electrical Room (Elevation 286 ft.) are enclosed in concrete block masonry, equivalent to three-hour fire barrier construction. Structural barriers constructed of reinforced concrete are provided between equipment on Elevation 240 ft. Floor and ceiling openings for handling of equipment are protected by either concrete or metal hatch covers. There are no concealed spaces or floor trenches ~, r 9.5A-221 Amendment No. 15 'SHNPP FSAR .~ 4 Combustible Loadin 1 antity . . BTU 'in BTV/ Combustible ~ /lb./RF 'al 1000's ~s ~ Zt 15 Fire Area. 1W, Turbine Generator ~ ~ 's $F 2-~ Floor Area. ~%0 sq. fto Cable Insulation JLtllDW Jc Q~~) vss6-,880-e>W mee. I ~~~~ Power (2 < ~ +>- Control i'~ (s'0 s <,---: )) (/A k) - -- fr+$ '3'nstrumentatio+<~q)- -~+QO 4 >c ~> oa 344)pGQ8 7<+r~oD ~ tE~C MW/>a> ~ Liquids: Oil (gal.) W~z 4866 40veee. ~+a q~ I 8~i ~4 Solids: Charcoal (lbo) ~e i~f88 ~p680 488- 3 oyg Transients: oil (gal.) 55 ~68 /OO charcoal (lb.) ~8'7M'I ~r666 ~l. I~8 Fiber drums (lb.) 380 ~e~oVo TOTAL ~366-ti v,e'eo Elevation 240 ft. Basement Floor Area. ~z bee ~280 sq. ft. Cable Insulation (~1/+//. Power <>g>> '+) P'. J~P4 598'~~ ~Ci~< kER~t} I >>> lo ~688i 5 "+ ~ +6 I~t'4% '4<~8 gs am'- N 4N -- DS1~ i~n 'nstrumentation(av>> Liquids: oil (gal.) e >~z-Solids: charcoal (lb ) ~i'~>i>S ~eee i8'< ~~ ~68- ~ ~~~ Transients mOwo oil (gal.) 55 ~06 466 charcoal (lbs) ~580+~+~ M88+l /~8 +M l,>>4 Fiber drums (lb.) 380 ~00aowo 488- ~B TOTAL ~~68 i~e s c9 Elevation 261 ft, 9'ion Ground Floor Floor Area: a~AO sq. ft. i 9.5A-222 Amendment No. 15 SHNFP FSAR 0' Combustible Quantity Gal ~ /Lb. /RF STU in BTU/ Cable Insulation Instrunhntation(zv~+3 - (i z. ~+ ~ z5z) ~0ee. ii+Fs f oo Me-,coo~~ Oggad&$ 8 44:~3'>Sgg ~ ~~ 4+;8% 8,'7 Ye @a~>9 .~ Liquids: oi1 (gal.) 2'5~8~~ 0>I7,4 <~ee ~yioiM -~ ai - + qt Solids 0 0 S, r9n Transients- oil (gal0) ~$ 0' 100 TOTAL 4y96~ ~4 9&~6'M Elevation 286 ft. Mezzanine Floor Wf 00a.ce ft Floor Area:, sq (br' Pa ~) Cable Insulation z Sl& Pnnwer CZV K ( ~ ~) ~ ~~QQ ~me) ~i>7~ 7-,BBO <~ i q' gay( l/D l4-00'ee f 4 ~ N 7~ Control(z< ,See>>'7> CI ~%3 ~& ~ Instrunentation A,v0.6) - - - Mo (gzp,A) I/8 (,r ~fSZ683an ~MAS>~
0' P
Liquids: Solids Transient: oQ. (gal.) 200 0 0 0 oil (gal,) 55 100 TOTAL 4@4-;~0 QO zz S ~ee z-li@gS~ 5~o P7
5. Control of Hazards Electrical penetrations are sealed with three hour rated fire stops at all floors and at fire barrier equivalent. Mechanical piping penetrations through fire barrier equivalents are anchored or sealed with flexible or semi-rigid fire stop assemblies HVAC ductwork penetrations through fire barrier semi-rigid fire stop assemblies0 Fire dampers are ductwork+7 F lac DrhQI21672. Pc~~+M o~
~ equivalent are sea1ed between duct and barrier opening with flexible or provided within Equipment containing combustible or flammable liquids is enclosed within curbs or sumps to retain the released oil and 'to route the releases to drainage systems. Curbs and drains prevent spread of combustible liquids releases beyond the fire area. Supplemental barriers, fire breaks and/or fire retardant coatings are provided as required. Based on the smoke removal rate recommended for the combustible load in the Cable Spreading Rooms (1 ~ 5 cf'm/sq. ft.), comparable smoke removal would be acheived in the cable vault on Elevation 250 ft. by a rate of approximately 9.5A-223 0 lt

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