ML19092A135
| ML19092A135 | |
| Person / Time | |
|---|---|
| Site: | Wolf Creek  |
| Issue date: | 03/11/2019 |
| From: | Wolf Creek |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML19092A099 | List:
|
| References | |
| WO 19-0010 | |
| Download: ML19092A135 (153) | |
Text
M-663-00017 A , Rev i s i on W03 Page G3D-27 of G3D-50 Structural Steel Fireproofing Data Appendix G3D 3101-1974 Thermal Short #1 Sketch Thermal Short .. . ., ,.o*. '£,)'"'. () * * * ;o ** Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 M-663-00017A , Rev i s i on W03 Page G3D-28 of G3D-50 Structural Steel Fireproofing Data Appendix G3D Room-Elevation
- ONAC-1984 Building:
Control Fire Area: C-05 Description
- Area Abov e Suspended Ce iling Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-OS3311 N/A Member Type: Beam Column Member Size: 27 X 94 N/R Comments: Additional 3" angle and 2-4" I in close proximity. Columns below drop ceiling are i ncased wi t hin CMU wal l , and above drop ceiling t here are no attachments.
NUREG-1805 FDT: Heat Release Rate (kW): Compartment Width (ft): Compartment Length (ft): Compartment Height (ft): Barrier Type: NUREG-1805 FDT Input Data 022_ Temperature_FV
.x l s (Version 1805.0) 02.3_tempe ratur e_c c_rev1.xls (Version 180 5.1) 650 65.5 54.25 1 5 Conc rete Forced Ventilation Rate (cfm): Supp ly: 4925 Exh t: 4350 Vent
Description:
Temp not in USAR Table 3.11, temp used i s based on other s imi lar rooms within the Control Bu i ld in g Initial Room Temp. (F): 90 Barr i er Thickness (in): 24 NUREG-1805 FDT Results Time When Forced Ventilation Exceeds 200 F (min): 30 Compartment Starting Temp. for Closed Room No Vent. FDT: 200.83 Hot Gas Layer Temperature@
180 minutes (F): Room Sketch: WZ7;(')4 . STE6t stl*<<>tJ IS A Boot r I:J e*P G-IIL t..r. WoflL$ lJeuw .v*r stt*IAN FdR C<.Ml17' 362.91 M-663-00017A , Revision W03 P age G 3 0-29 of G3 0-50 Structural Steel Fireproofing Data Appendix G30 ONAC-1984 Thermal Short #1 Sketch 't> ., , -... *6 . .. ...,_. .. ... ..... ..... . Thermal Short #1 Photo 1 T h erma l Sho rt #1 Pho t o 2 No photo required.
M-663-00017A. Revis i o n W03 Page G3D-30 of G3D-50 Structural Steel Fireproofing Data Appendix G3D Room-Elevation:
OSAC-1984 Building:
Co n t r ol Fire Area: C-06 Description
- A re a Above S u spen d e d Ce iling Thermal Short #1 (TS1) Data Therma l Short #2 (TS2) Data Drawing: C-OS3311 Member Type: Beam Member Size: 27 X 94 Comments:
No n e. NUREG-1805 FDT: Heat Release Rate (kW): Compartment Width (ft): Compartment Length (ft): Compartment Height (ft): Barr i er Type: N/A Co l um n N/R Col u m n s be l ow drop cei l ing are in cased within CMU wal l , and above drop c e i l ing there a re no attac h men ts. NUREG-1805 FDT Input Data 0 2.2_ T empera tur e_FV.x l s (Ve r sion 1805.0) 02.3_temp e r a ture_cc_rev 1.x l s (Ve r s i on 1 8 05.1) 65 0 6 5.5 31.2 5 15 C onc r ete Forced Ventilation Rate (cfm): S upp l y: 3 2 75 E x ht: 29 5 0 Vent Description
- T e m p n o t in USAR Table 3.11 , temp used i s ba s ed on othe r simi l ar rooms w i th in t h e Cont r o l Bu il d i ng. Initia l Room Te m p. (F): 90 Barrier Thickness (in): 24 NUREG-1805 FDT Results Time W h en Forced Vent i lat i on Exceeds 200 F (min): 10 Compartment Starting Temp. for Closed Room No Ve n t. F DT: 21 2.74 Hot Gas Laye r Te m pe r ature@ 1 80 mi nu t es (F): Room Sketc h: f:==:j}.*_o .... ___ S TRc.. ,._..,;-STB!i. Sit 0..,>-1 IS D <:.e*u......,
- w >Jo r F*A C U.Q\'T Y. 477.18 M-663-00017 A , Revis i o n W03 Page G3D-31 of G3D-50 Structural Steel Fireproofing Data Appendix G3D OSAC-1984 Thermal Short #1 Sketch Z7 X.'H VJ L!IN L bo i<IN(, N O R TH Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 No photo required.
No photo required.
M-663-00017 A, Rev i sion W03 Page G3D-32 of G3D-50 Structural Steel Fireproofing Data Append i x G3D Room-Elevation
- 3415-2016 Building: Co n tr ol Fire Area: C-13 Description
- Access Ctrl & E l ec Equip AJ C U nits No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-053511 Member Type: B eam Member Size: 24 X 68 Comments:
N/A N/A N/A No c o l um n s. NUREG-1805 FDT Input Data NUREG-1805 FDT: 0 2.2_ Tempe r a t ure_F V.xls (V e rs i on 18 05.0) 02.3_tempe r al u r e_c c_rev1.xl s (Ve r s i on 1 805.1) Heat Release Rate (kW): 6 5 0 Forced Ventilation Rate (cfm): S upply: 750 Ex h t 750 Compartment Width (ft): 13 Vent Description
- Compartment Length (ft): 53.5 1 5.25 Compartment He i ght (ft): Initial Room Te m p. (F): Barrier Type: Block Barrier Thickness (in): NUREG-1805 FDT Resu l ts Time When Forced Venti l ation Exceeds 200 F (min): Compartment Starting Temp. for Closed Room No Vent. FDT: 200 Hot Gas Layer Temperat u re @ 1 80 minu tes (F): 1062.38 Room Sketch: 90 8 M-663-00017A, Revision W03 Structural Steel Fireproofing Data 3415-2016 Thermal Short #1 Sketch . 4 ' 0 ' . Thermal Short #1 Photo 1
- 0 * ,. * * * * .-.lo , ." a . ..113 r --1 w 24 1(" 8 6'XIIt T<J.8u s eC.t"'eo..J A -A Thermal Short #1 Photo 2 Page G3D-33 of G3D-50 Appendix G30 M-663-00017 A , Rev i s i o n W03 Page G3D-34 of G3D-50 Structural Steel Fireproofing Data Appendix G3D Room-Elevation:
Description
- Drawing: Member Type: Member Size: Comme n ts: NUREG-1805 FDT: 3416-2016 Building: Access Ct r l & El ec Equip AJC Units No.2 Thermal Short #1 (TS1) Data C-0835 11 Beam 24 X 68 Add i t i ona l attachme n ts in c l ose pro x i mit y (3" x 1/4" a ngles). Contro l Fire Area: Thermal Short #2 (TS2) Data N/A N/A N/A No c o lum n s. NUREG-1805 FDT Input Data C-1 4 02.2_ Tempe r atur e_FV.xls (Vers i on 1 805.0) 02.3_1empe r alure_cc_rev1.xls (Version 1 8 0 5.1) Heat Re l ease Rate (kW): 650 Forced Ventilation Rate (cfm): S upply: 7 50 E xht: 750 Compartment Width (ft): 13 Vent Description
- Compartment Lengt h (ft): 63.5 Compartmen t He i g h t (ft): 1 5.25 I nit i al Room Te m p. (F): Ba r rier Type: Block Barr i er Thickness (in): NUREG-1805 FDT Resu l ts Time When Forced Vent il at i on Exceeds 200 F (min): 1 Compartment Starting Temp. for Closed Room No Ve n t. FDT: 20 0 Hot G a s Lay er T e mp e ra t ure@ 1 80 minu t e s (F): 939.95 Room Sketch: 90 8 ---------:_--_--.=---.-_--_--17'..o' PooR M-663-00017 A , Rev i s i o n W03 Page G3D-35 of G3D-50 Structural Steel Fireproofing Data Appendix G3D 3416-2016 Thermal Short #1 Sketch u ' .. Q w Z.4 J> "8 .. * <;&t:..T'ItJ IJ A-A Thermal Short #1 Photo 1 Thermal Sho rt #1 Pho to 2 M-663-00017 A, Revision W03 Page G3D-36 of G3D-50 Structural Steel Fireproofing Data Appendix G3D Room-Elevation:
3501-2032 Building:
Contro l Fire Area: C-21
Description:
Lower Cab l e Spread i ng Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: Member Type: Member Size: Comments:
C-0 53 61 1 Beam 30 X 10 8 Add itio na l attachme nt in close proximity (6" X 5/16 I}. C-053 001 Co lumn 14 X 342 NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.2_ Temperature
_FV.xls (Version 1805.0) 02.3_temperature
_cc_rev1.xls (V ersion 1805.1) Heat Release Rate (kW): 650 Forced Ventilation Rate (cfm): Supp ly: 500 Ex ht: 500 Compartment Width (ft): 65.5 Vent Description
- Compartment Length (ft): 99 14.75 Compartment Height (ft): Initial Room Temp. (F): Barrier Type: Concrete Barrier Thickness (in): NUREG-1805 FDT Results Time When Forced Ventilation Exceeds 200 F (min): Compartment Starting Temp. for Closed Room No Vent. FDT: 219.78 Hot Gas Layer Temperature@
180 minutes (F): 326.12 Room Sketch: 104 24 M-663-00017A , Revis i on W03 Page G3D-37 of G3D-50 Structural Steel Fireproofing Data Appendix G30 3501-2032 Thermal Short #1 Sketch ... N '5cC.TiotJ A-A Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 M-663-00017A, R e v i s i o n W0 3 P age G3D-38 of G3D-50 Structural Steel Fireproofing Data Appendix G3D 3501-2032 Thermal Short #2 Sketch F I N!!>I+VO AA T hermal Short #2 P h oto 1 Thermal S h ort #2 Photo 2 M-663-00017A , Revision W03 Page G3D-39 of G30-50 Structural Steel Fireproofing Data Appendix G3D Room-Elevation:
Descr i ption: Drawing: Member Type: Member Size: Comments:
3801-2073 Building:
Upper Ca bl e S pread i ng Room Thermal Short #1 (TS1) Data* C-1S3811 Beam 33 X 11 8 Or i entat i on cause large area of unp r otected steel. Co l umns only have Un i str u t , acceptab l e. Co ntrol F i re Area: Thermal Short #2 (TS2) Data N/R Colum n N/R U n istr u t on l y atta c hed to co lum ns. NUREG-1805 FDT Input Data C-22 NUREG-1805 FDT: 02.2_ Tem p er at u re_F V.x l s (V ers ion 1805.0) 0 2.3_temp e ra t ure_cc_re v1 .x is (Vers i on 180 5.1) Heat Release Rate (kW): 650 Forced Ventilat i on Rate (cfm): Supply: 3450 Ex h t: 3020 Compartment Width (ft): 65.5 Vent Description
- Compartment Length (ft): 99 11.75 Compartment Height (ft): In i tial Room Temp. (F): Barrier Type: Concrete Barrier Thickness (in): NUREG-1805 FDT Results Time When Forced Ventilation Exceeds 200 F (min): 15 Compart m ent Start i ng Temp. for Closed Room No Vent. FDT: 20 0.0 0 Hot Gas Layer Temperatu re@ 180 m in utes (F): 308.20 Room Sketch: -:r----W I U W W]JI(/1& 1 04 24 M-663-00017 A , Rev i s i on W03 Page G3D-40 of G3D-50 Structural Steel Fireproofing Data Appendix G3D 3801-2073 Therma l Short #1 Sketch 0 .* /) {) ..>
- 4', Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 M-663-00017A , Revision W03 Page G3D-41 of G3D-50 Structural Steel Fireproofing Data Appendix G30 Room-Elevation:
Desc r iption: Drawing: Member Type: Member S i ze: Comments: 6104-2000 Building:
Fuel Poo l Cool i ng H eat E x ch Room Thermal Short #1 (TS1) Data COS6211 Beam 24 X 55 Add it ional t hermal shorts in c l ose prox i mity. F u el F i re Area: Therm al Short #2 (TS2) Da t a N/A N/A N/A No columns. NUREG-1805 FDT Input Data F-02 NUREG-1 805 FDT: 0 2.2_Tempe ra ture_FV.x l s (V ersio n 1805_0) 02.3_temperature
_cc_rev1.x ls (Vers io n 180 5.1) Heat Release Rate (kW): 6 5 0 Forced Ve n t i lat i o n Rate (cfm): Supply: 1300 Exht: 1300 Compartment W i dth (ft): 15.25 Vent Desc r iptio n: Open Grille Compartment Length (ft): 80 2 5 Compartment Height (ft): In i t i al Room Temp. (F): Barrier Type: Concrete Barr i er Th i ck n ess (i n): NUREG-1805 FDT Resu l ts Time When Fo r ced Vent i lat i on Exceeds 200 F (mi n): Compartment Start i ng Temp. for Closed Room No Vent. F D T: 238.0 5 Hot Gas Laye r Te m pe rat u r e@ 1 80 mi n utes (F): 50 1.86 Room Ske t c h: I I 1:::-I Z.oco JVI";. 122 12 M-663-00017 A, Rev i s i on W03 Page G3D-42 of G3D-50 Structural Steel Fireproofing Data Appendix G30 6104-2000 Thermal Short #1 Sketch (J_) -,u:._ 'f tf'l.l A-A N The r mal Short #1 Photo 1 Therma l Sh ort #1 Pho t o 2 No photo required.
M-663-00017A , Revision W03 Page G30-43 of G3D-50 Structural Steel Fireproofing Data Appendix G3D Room-Elevation
- 6105-2000 Building:
Fuel Fire Area: F-0 3
Description:
Fue l Pool Coo ling Heat Exch Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: COS6211 N/A Member Type: Beam N/A Member Size: 24 X 55 N/A Comments: 6" pipe. No columns. NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.2_ Temperature_FV
.x ls (Versi on 1805.0) 02.3_temperature_cc_
r ev1.xls (Version 1805.1) Heat Re l ease Rate (kW): 650 Compartment Width (ft): 15.25 Compartment Length (ft): 80 Compartment Height (ft): 25 Barrier Type: Concrete Forced Ventilat i on Rate (cfm): Supp l y: 1300 Exht: 1300 Vent Description
- Open Gri ll e I nitial Room Temp. (F): Barr i er Thickness (in): 1 22 12 NUREG-1 805 FDT Results Time When Fo r ced Ventilation Exceeds 200 F (min): Compa rtm ent Start ing Temp. for Closed Room No Vent. FDT: 238.0 5 Hot Gas Layer Temperature@
180 m i nutes (F): Room Sketch: A 1 '-1052 .. v .... N ...-501.86 , I W14ll55 Fl M-663-00017 A , Rev i s i o n W03 P age G3D-44 of G3D-50 Structural Steel Fireproofing Data Appendix G3D 6105-2000 Thermal Short #1 Sketch IN-J A A Thermal Short #1 Photo 1 Thermal S h ort #1 P hot o 2 No photo required.
M-663-00017 A , Rev isi on W03 Page G3D-45 of G3D-50 Structural Steel Fireproofing Data Appendix G3D Room-Elevation:
6202-2026 Building:
Fuel Fire Area: F-05
Description:
E l ectrica l Equipm e nt R oom Thermal Short #1 (TS 1) Data Thermal Short #2 (TS2) Data Draw i ng: Member Type: Member S i ze: Comments:
C1 86311 Beam 36 X 1 35 Additional attachments i n c l ose p r oxim i ty. N/A N/A N/A No c o lu mns. NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.2_ T e mper atur e_F V.x ls (Versi on 18 0 5.0) 02.3_temp er ature_cc_rev 1.x ls (Ve r sion 180 5.1) Heat Release Rate (kW): 650 Forced Ventilat i on Rate (cfm): Supp l y: 1 0800 Exht: 10800 Compartment Width (ft): 30.5 Vent Description
- Open Gri ll e Compartment Length (ft): 39 Compartment Height (ft): 20.5 Initial Room T emp. (F): Barr i er Type: Concrete Barr i er Thickness (in): NUREG-1805 FDT Results Time When Forced Ventilation Exceeds 200 F (min): 10 Co mpartment Start i ng Temp. for Closed Room No Vent. FDT: 20 0.76 Hot Gas Layer Temperature@
180 minutes (F): 556.31 Room Sketch: I I N w 110 12 M-663-00017 A , Rev i s i on W03 Page G 3 D-46 of G3D-50 Structural Steel Fireproofing Data Appendix G3D 6202-2026 Th ermal Short #1 Sketch I T herm a l Short #1 P h oto 1 T he r mal Short #1 Pho to 2 No photo required.
M-663-00017A. Revision W03 Page G3D--47 of G3D-50 Structural Steel Fireproofing Data Appendix G3D Room-Elevation
- 6304-2047 Building:
Fuel Fire Area: F-06
Description:
Exhaust Filter Absorber Room A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C 1 S6411 Member Type: Beam Member Size: 16 X 36 Comments:
NUREG-1805 FDT: Heat Release Rate (kW): Compartment Width (ft): N/A N/A N/A No columns. NUREG-1805 FDT Input Data 02.2 _Temperature
_FV .x is (Version 1805.0} 02.3 _temperature
_ c c _re v 1 .xis (Versi o n 1805.1} 650 13.5 Forced Ventilation Rate (cfm): Supp ly: 300 Exht: 300 Vent
Description:
Ope n Gri ll e Compartment Length (ft): 49.5 1 6.5 Compartment Height (ft): Initial Room Temp. (F): Barrier Type: Conc re te Barrier Thickness (in): NUREG-1805 FDT Results Time When Forced Ventilation Exceeds 200 F (min): 110 12 Compartment Starting Temp. for C l osed Room No Vent. FDT: 363.95 Hot Gas Layer Temperature@
180 minutes (F): Room Sketch: GUN Zo'+7' N'f'C> N 92 1.91 v Vc "'T l I M-663-00017A , Revision W03 Page G3D-48 of G3D-50 Structural Steel Fireproofing Data Appendix G30 6304-2047 Thermal Short #1 Sketch -"' Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 No photo required.
M-663-00017 A, Rev i s i on W03 Page G3D-49 of G3D-50 Structural Steel Fireproofing Data Appendix G3D Room-Elevation
- 6303-2047 Building:
Fuel Fire Area: F-0 7
Description:
Exhaust F ilt er Abs orber Room B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Draw i ng: C 1 8641 1 Member Type: Beam Member Size: 16 X 36 Comments:
NUREG-1805 FDT: Heat Release Rate (kW): Compartment Width {ft): N/A N/A N/A No columns. NUREG-1805 FDT Input Data 02.2_ Tempe r ature_F V.xls (Vers i on 1 805.0) 02.3_temperature
_c c_r ev 1.xls (Vers i on 1805.1) 650 13.5 Forced Ventilation Rate (cfm): S upply: 300 Exh t: 300 Vent
Description:
Ope n Gr ill e Compartment Length {ft): 49.5 Compartment Height {ft): 16.5 In it ial Room Temp. (F): Barrier Type: Concrete Barrier Thickness (in): NUREG-1805 FDT Results Time When Forced Vent il ation Exceeds 200 F (min): 1 110 12 Compartmen t Start i ng Tem p. for C l osed Room No Vent. FDT: 363.95 Hot Gas Layer Temperature@
180 minutes (F): Room Ske tch: 921.91 wX 'I v CNT M-663-00017A , Revision W03 P a ge G3D-50 of G3D-50 Structural Steel F i reproof i ng Data Append i x G3D 6303-2047 Thermal Short #1 Sketch .o N Thermal Short #1 Photo 1 Therma l Sho rt #1 Photo 2 No photo required.
I.
CREEK \r /NUCLEAR OPERATING CORPORATION M-663-00017 A Attachment G4 Fire Protection Evaluation For Structural Steel Fireproofing With Unprotected Thermal Shorts in Closed Rooms with a Credible Fire and No Ventilation or Forced Ventilation Rev. No. Prepared By Date Reviewed By Page 1 Date W03 6/20/07 06/20/07 M-663-00017 A Attachment G4 Revision W03 Table of Contents Page 2 of 12 Revision Log .................................................................................................................................
3 1.0 Purpose .............................................................................................................................
4 2.0 Scope ................................................................................................................................
4 3.0 References
........................................................................................................................
4 4.0 Assumptions
......................................................................................................................
5 5.0 Assessment of Condition to Design Requirements
...........................................................
5 6.0 Methodology
......................................................................................................................
7 7.0 Evaluation
.........................................................................................................................
8 8.0 Conclusions .....................................................................................................................
12 Appendix G4A, NUREG-1805 FDT Example-Closed Room No Ventilation
..............................................................
(2 Total Pages) Appendix G4B, NUREG-1805 FDT Example-Closed Room Forced Ventilation
.......................................................
(4 TotaiPages)
Appendix G4C, Thermal Short and Room Data Sheets Closed Room No Ventilation
...............................................................
(13 Total Pages) Appendix G4D, Thermal Short and Room Data Sheets Closed Room Forced Ventilation
.........................................................
(19 Total Pages)
M-663-000 17 A Attachment G4 Revision W03 Revision Reason for Revision W03 Original Issue Page 3 of 12 Revision Log M-663-00017 A Attachment G4 Revision W03 1.0 Purpose Page 4 of 12 1.1 The purpose of this document is to evaluate the acceptability of protected structural steel with unprotected steel attachments (thermal shorts) that are welded to the building steel. This evaluation was conducted in accordance with the guidance of NRC Generic Letter 86-10 and Regulatory Guide 1.189. 2.0 Scope 2.1 This evaluation is applicable to the Rooms identified in Table II. 3.0 References 3.1 NRC Generic Letter 86-10, Implementation of Fire Protection Requirements, dated April 24, 1986 3.2 10 CFR 50 Appendix R, Fire Protection Program For Nuclear Power Facilities Operating Prior To January 1, 1979 3.3 NRC Inspection Manual 0609, Appendix F, Fire Protection Significant Determination Process, dated 02/28/05.
3.4 NUREG/CR-6850, Fire PRA Methodology for Nuclear Power Facilities, published 09/2005 3.5 NUREG-1805, Fire Dynamics Tools (FDTs) Quantitative Fire Hazard Analysis Methods for the U.S. Nuclear Regulatory Commission Fire Protection Inspection Program, published 12/2004 3.6 NUREG-1824, Verification and Validation of Selected Fire Models for Nuclear Power Plant Applications 3.7 Regulatory Guide 1.189, Fire Protection For Operating Nuclear Power Plants, April2001 3.8 ASTM E-119, Standard Test Methods for Fire Tests of Building Construction and Materials 3.9 UL N-711, (A-126-00001
), Fire Test Report Of Loaded Restrained Beams Protected By Cementitious Mixture, Dated August 11, 1976 3.10 UL N-712, (A-126-00002), Fire Test Report Of Loaded Restrained Beams Protected By Cementitious Mixture, Dated May 13, 1977 3.11 A-126, Technical Specification For Cementitious Fireproofing Of Structural Steel For The Standardized Nuclear Unit Power Plant Unit (SNUPPS) 3.12 PIR 2002-2287, Structural Steel Fireproofing With Unprotected Attachments 3.13 FP-M-012, Rev 0, Structural Steel Fireproofing Thermal Shorts and Omissions Evaluation M-663-000 17 A Attachment G4 Revision W03 Page 5 of 12 3.14 Rev. 2, Fireproofing of Structural Steel 3.15 Drawing A-1801, Rev. 10 , Architectural Fire Delineation Floor Plan EL 1974'-0" 3.16 Updated Safety Analysis Report (USAR) Section 9.5.1.2.2.3.c , Rev. 15 and Table 9.5A-1 Sheet 27 , Rev. 4 3.17 AN-94-041 , WCGS IPEEE Project I PEEE Fire Ignition Frequencies 4.0 Assumptions 4.1 It is assumed that fireproofing material used to protect building steel is applied to a thickness as required by CNT-MC-600. This is an acceptable assumption based on a review of the Quality Control documentation maintained during initial fireproofing installation activities and subsequent inspections during ongoing plant repairs witnessed by Fire Protection personnel.
5.0 Assessment of Condition to Design Requirements 5.1 Requirements USAR Section 9.5.1.2.2.3.c , ident i fies that the notes contained on Figure 9.5.1-2 [Drawing A-1801] define the structural steel fireproofing requirements.
The structura l steel of all of the ceilings of the fire areas is fireproofed with 3-hour protection with the exception that no fireproofing is provided on the underside of the fuel building roof. USAR Table 9.5A-1 Sheet 27 (Rev. 4), that structural stee l supporting the Control and Auxiliary Building roofs is protected with [3-hour] rated fireproofing.
Table I identifies the ASTM E-119 temperature l imitations for structural steel protected with fireproofing. TABLE I ASTM E-119 Temperature Limitations for 3-Hour Fire Exposure Structural Member Maximum Single Point Maximum Average Type Temperature
(°F) Temperature
(°F) Beam 1300°{F) 11 00°(F) Column 1200°(F) 1000°(F) 5.2 Assessment At Wolf Creek, fireproofing material is generally applied over exposed surfaces of structural members with the exception of therma l shorts and intervening items. Underwriters Laboratories (UL) has tested severa l different size members utilizing both Albi Duraspray and Monokote Z-146 coatings to 3-hour ASTM E-119 fire exposures.
The testing for beams and columns, utilized W8 x 28 steel shapes incorporating two protect i on methods; contour and boxed. However, testing of both techniques did not incorporate thermal short attachments.
Therefore , the affect of heat f l ux into plant structural steel with unprotected
A Pa ge 6 of 12 Attachment G4 Revision W03 I thermal shorts is not directly bounded by fire testing. FP-M-01 2 reveal e d that unprotected thermal shorts, larger than Unistrut, contribute to single point temperatures that in so me c ase s exceed the ASTM E-119 accep ta nce crit e ria, ; assuming a fire exposure.
Typically, average temperatures sa tis fied the ASTM E-119 acceptance criteria.
Refer to Table II for the specific r o oms tha t are addressed by this evaluation.
TABLE II Th e rmal Shorts in Closed Rooms with Credible F ir e and No Venti.lation or Forced Vent i lation Fire Room Building Elev. Description
- Table Ill Table Ill I Area Group ASTM E-119 Rating A*3 1407 Auxiliary 2026-0 B oric A cid Batching Tank 1 Beam: About 2-Hours Area See Note 3 A-29 1304 Auxiliary 2013-6 Aux Feedwater Pipe 1&4 Beam: 1.8 Hours, Attachment size is Chase smaller than an a lyzed, See Note 2 1327 Auxiliary 2000-0 Feedwater Pump Valve 1&4 Beam: 1.8 Hours, Attachment size is Compartment No. 2 smaller than analyzed, See Note 2 A-30 1305 Auxiliary 2013-6 Aux Feedwater Pipe 1 1 Beam: About 2-Hours Chase I 3 Column: About 1-Hour, Attachment size is smaller than analyzed 1328 Auxiliary 2000-0 Feedwater Pump Valve 1 Beam: About 2-Hours Compartment No. 3 A-33 1329 Auxiliary 200().{) Vestibule 1 Beam: About 2-Hours C-15 3403 Control 2016-0 Non-Vital Swgr & Xfmr Rm 1 B e am: About 2-Hours No.1 See Note 3 BeJow 3404 Control 2016-0 Switchboard Rm No. 4 1 Beam: About 2-Hours, See Note3 3405 Control 2016-0 Battery Rm No. 4 1 Beam: About 2-Hours. I See Note3 I 2 Column:
3-Hours, See Note 2 3410 Control 2016-0 Switchboard Rm No. 2 1 Beam: About 2-Hours SeeNote3 3411 Control 2016-0 Battery Rm No.2 1 Beam: About 2-Hours C-16 3407 Control 2016-0 Battery Rm No. 1 1 Beam: Ab o ut 2-Hours 3408 Control 2016-0 Switchboard Rm No. 1 1 Beam: About 2-Hours 2 Column: N early 3-Hours, See Note 2 3409 Control 2016-0 Non-Vital Swgr & Xfmr Rm 1&4 Beam: 1.8 Hours, Attachment size is No.2 smaller than an a lyzed, See Notes 2 & 3 ' 3413 Control 2016-0 B attery Rm No. 3 1 Beam: About 2-Hours 3414 Control 2016-0 Switchboard Rm No. 3 1 Beam: About 2-Hours I M-663-00017 A Attachment G4 Revision W03 Table II Notes: Page 7 of 12 1. Category 1 (H member) as been conservatively assigned to this beam attachment configuration due to the lack of analysis of a W shape configuration welded to the bottom beam flange. It should be noted that W shapes thermally perform significan tl y better than H shapes due to the larg er exposed area of the H shape. 2. Hot spot forms in Web area around thermal short. Structural considerat i ons cou ld show this element performs i ts int ended design function for three-hours. Th i s Note is a direct excerpt from Calculation M-012. 3. Refer to Attachment G5 for the Heat Affected Zone (HAZ) rev ie w where steel i s an in tegra l element of the fire barrier assembly. 6.0 Methodology As discussed in Section 12.2.2 of M-663-00017A , Section 4.2.2 of Regulatory Guide 1.189 identifies that structural steel is not required to be protected to the fire resistance rating of the barrier [typically 3-hours], provided analysis demonstrates that the steel temperature reached during fire exposure does not result in structural failure of the steel. Considering the results of FP-M-012 , where an ASTM E-119 3-hour fire was modeled to assess thermal insult presented by unprotected attachments connected to protected steel, the Reg. Guide 1.189 approaclh allowance is utilized to address impact of unprotected thermal short attachments larger than Unistrut.
Walkdowns were conducted on a room-by-room basis utilizing structural steel drawings and a best effort visual inspection to determine the worse case thermal short configuration for columns , beams and where structural steel serves as an Appendix R fire boundary. For the purpose of this evaluation, all unprotected thermal shorts greater than Unistrut were reviewed and considered relevant to determine worse case scenario. FP-M-012 demonstrated that thermal short attachments equivalent to Unistrut did not present a thermal conductive path that would challenge structural steel integrity , assuming an ASTM E-119 fire exposure. See section 12.2.3 of M-663-00017 A for further discussion regarding the overall fireproofing assessment methodology utilized in the identification process for selecting the worse case thermal short configuration. Each worse case thermal short configuration was then compared to the configurations identified in Table Ill , from FP-M-012 , which were modeled assuming an ASTM E-119 3-hour fire exposure. The fire resistance rating of the Table Ill configuration that provided the closest match to the worse case configuration was utilized to infer an approximate fire resistance rating , again assuming an ASTM E-119 3-hour fire exposure. This comparison information is captured in Table II. In all cases the structural steel for the rooms satisfied at least a 1-hour rating , and in several cases nearly a 3-hour rating. Additionally , many unprotected attachment members were smaller than that analyzed in FP-M-012, and therefore the beam or column being evaluated is expected to perform better than that indicated. In effort to assess structural steel performance considering representative plant configurations and hazards , the NUREG-1805 Fire Dynamics Tools (FDT) were utilized to determine the maximum hot gas layer temperature anticipated within the rooms M-663-00017 A Attachment G4 Revision W03 Page 8 of 12 considering simple fire heat release rates provided in Appendix F of NRC Inspection Manual 0609. TABLE Ill Thermal Short Configurations Analyzed in FP-M-012 Thermal Short Summary Of Thermal ASTM E119 Fire Findings Configuration Short Configuration Resistance Rating 1 Typical H-Shape thermal About two-hours Large segment of flange short on a moderate size exceeds peak temperature beam criterion. 2 Multiple W-Shape thermal Nearly three-Hot spot formation on the web. shorts on a large size hours Structural considerations could column show this element performs function for three-hours. 3 Large H Shape thermal short About one-hour Large segment of entire cross-on a large size column section exceeds peak temperature criterion. 4 Typical W-Shape thermal 1.8-hours Hot spot forms in web area short on a moderate size around thermal short , Structural beam considerations could show this element performs function for three-hours. 5 Small thermal short Over three-hours Provides indications of Unistrut (Unistrut) on a moderate impact on temperature field in size beam structural steel. These thermal shorts have little impact on pr i mary structural element steel temperature.
6 Small thermal short Over three-hours Provides indications of Unistrut (Unistrut) on a moderate i mpact on temperature fie l d in size beam. Thermal structural steel. This i s the Insulation on beam within most severe type of Unistrut the Unistrut is missing. thermal short. 7.0 Evaluation Each Room identified in Table II was reviewed and evaluated to determine if building structural members with unprotected steel attachments l arger than Unistrut would affect the steel integrity in the event of fire. It was determined by utilizing NUREG-1805 Fire Dynamics Too l s that these rooms would not develop a hot gas layer that would influence the existing building steel , and existing building steel protection configurations are acceptable to maintain building integrity. Each Table II room is either a closed room with no ventilation or a closed room with forced ventilation.
A closed room with no ventilation is consistent with the application of NUREG-1805 FDT " 02.3_temperature_cc_rev1
.xls" (Version 1805.1 ), as it addresses modeling closed compartments with natural ventilation associated on ly with compartment leakage. This is an acceptable approach , as rooms of concern will have limited natural ventilation leakage occurring predominantly around allowed door gaps. Therefore , this FDT was utilized to assess room hot gas layer temperature development M-663-000 17 A Attachment G4 Revision W03 Page 9 of 12 for closed rooms containing no ventilation. An example of the FDT is provided in Appendix G4A. Where rooms were closed, with the exception of forced air ventilation openings, it was recognized that these rooms would effectively become a closed room once HVAC fire damper closure was achieved. HVAC fire dampers are closed by one of the following means:
- Automatically close by the fire alarm system , following smoke detection activation, for dampers provided with an electro-thermal link {ETL).
- Close by the melting of a fusible link with a temperature rating of 165 °F. Rooms with ETL controlled fire dampers were considered closed rooms with no forced ventilation, since room forced ventilation flow would be eliminated by fire alarm system activation, which would occur early in the fire development stage. Therefore, closed rooms with forced ventilation controlled by ETL fire dampers also utilize NUREG-1805 FDT " 02.3_temperature_cc_rev1
.xls" {Version 1805.1 ). Where fusible link fire dampers provide room ventilation isolation , it was recognized that forced ventilation would continue for the room until the compartment temperature reached the activation point of the fire damper fusible link. Therefore, each of these rooms was first treated as compartment with forced ventilation until room hot gas layer temperature exceeded 200°F. NUREG-1805 FDT "02.2_Temperature_FV
.xls" {Version 1805.0), was utilized for this application. An example of the FDT is provided in Appendix G4B. At the point that the hot gas layer temperature exceeded 200 °F , effectively creating a closed room with no ventilation following fire damper closure , relevant data from the Closed Room -Forced Ventilation FDT was extracted and utilized as input within the previously discussed FDT , for a closed room with no forced ventilation.
When the duration for reaching 200°F was less than 1 minute , 200°F was utilized as the input temperature for the Closed Room-Forced Ventilation FDT. Data collection necessary for FDT input is provided in the individual room data sheets documented in Appendices G4C and G4D. Appendix G4C contains data for closed rooms with no ventilation, while G4D is for closed rooms with forced ventilation. Input information necessary for each FDT utilized is as follows:
M-663-00017 A Attachment G4 Revision W03 Closed Room -No Ventilation NUREG -1805 FDT " 02.3_temperature_cc_rev1.xls" (Version 1805.1)
- Compartment width (ft)
- Compartment length (ft)
- Compartment height (ft)
- Barrier type (concrete or concrete block)
- Barrier thickness (in)
- Ambient air temperature
(°F)
- Fire Heat Release Rate (kW) Page 10 of 12
- Time when Closed Room-Forced Ventilation FDT exceeds 200°F (min)*
- Compartment starting temperature for Closed Room -No Ventilation FDT (°F) * *Data input from Closed Room -Forced Ventilation FDT Closed Room -Forced Ventilation NUREG-1805 FDT " 02.2_ Temperature_FV.xls" (Version 1805.0)
- Compartment width (ft)
- Compartment leng th (ft)
- Compartment height (ft)
- Barrier type (concrete or concrete block)
- Barrier thickness (in)
- Forced Ventilation Rate (cfm)
- Ambient air temperature
(°F)
- Fire Heat Release Rate (kW) I nitially , a fire with a constant 650 kW heat release rate (HRR) was utilized for the Table II rooms. This HRR was chosen considering the guidance of Appendix F to NRC Inspection Manual 0609. Table IV, extracted from the Inspection Manual , reveals that a 650 kW HRR is based on a large electrical fire that reflects a high confidence limit (98 1 h percentile) fire severity.
This fire severity envelops large electrical fires , transient combustible fires , and 90% of very large fire sources. This HRR exceeds the credible fire severity for each room of concern. It was initially chosen in effort to eliminate the need for a detailed quantitative review of room contents.
When ut i lizing a 650 kW HRR for each of the Table II rooms, the gas layer modeled did develop temperatures that exceeded the Table I maximum average exposure temperatures limitations for beams and/or columns. To further evaluate and assess the Table II rooms , a room by room walk down along with a comparison to the IEEE ignition source frequency calculation AN-94-041 was conducted in effort to reasonably develop a credible scenario heat release rate, considering room combustible loading , equipment , and the associated fire hazard. NRC Inspect ion Manual 0609 , Appendix F was utilized to aid in the process of mapping the general fire scenario characterization to a for each room evaluated. Table IV was M-663-000 17 A Attachment G4 Revision W03 Page 11 of 12 used to bin predefined fire characteristics for each room considering AN-94-041 and walkdown data. Each room was binned to either a 200 kW or 70 kW HRR fire based on an assessment of room contents in relation to Table IV information. Specifically , a 200 kW fire envelops small electrical , engine/heater , and transient combustible fires, white a 70 kW fire enve l opes 90% of both engine/heater and transient combustible fires. The credible heat release rates determined for each r oom are i dent i fied in the Appendix G4C and G4D room data sheets. In all cases , specific room area input into the FDT using a credible HRR yielded hot gas layer results at a 180-minute duration that were less than the ASTM E-119 average temperature limitat i ons identified in Table I. Refer , to the Appendix G4C and G4D room data sheets for specific results. During ASTM E-119 fire testing , temperatures are recorded on the steel surface underneath the fireproofing protective coating in effort to assess fireproofing effectiveness when subjected to approximate 1925 o F fire exposure for a 3-hour durat i on. Considering that the FDT ca l culated room hot gas layer temperature was l ess than the Table I ASTM E-119 average temperature l imitations , it is reasonable to conclude that unprotected thermal short attachments will not present a thermal failure mode to the structural steel , since the r oom will not attain temperatures during the postulated fire event that would challenge steel structural i ntegrity. 200kW 10MW TABL I E IV Generic Fire Bins 1 Table IV Note: 1. Inf ormation ex t ra ct ed from NRC I n spe cti o n Ma n u al 0609. A p pe n d i x F , Tabl e 23.1.
M-663-000 17 A Attachment G4 Revision W03 8.0 Post Fire Safe Shutdown Impact Page 12 of 12 There is no impact to post-fire safe shutdown (PFSSD) capability , as the evaluation demonstrates that postulated fire event room temperate will not result in detrimental impact to structural steel integrity. Refer to Attachment G5 for the Heat Affected Zone (HAZ) review where steel is an integral element of the fire barrier assembly.
9.0 Conclusions This evaluation demonstrates that unprotected thermal shorts , attached to structural steel within the Table II rooms, does not result in a detrimental impact to structural steel integrity.
Utilization of NUREG-1805 FDTs revealed that hot gas layer temperatures for each of the Table II rooms did not exceed the ASTM E-119 maximum average exposure temperature for beam or column limitation in the associated room. Therefore , the protected structural steel configurations within these rooms are acceptable for the intended service , and will not degrade the affected fire barrier or structural integrity of the building steel , or affect redundant PFSSD capability. Based on the above discussion, it is reasonable to conclude that the existing fireproofing on the structural steel with unprotected attachments will satisfy regulatory expectations and commitments as well as WCNOC F i re Protection Program requirements , to prevent building steel failure as a result of fire exposure.
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- M-663-00017A , Revision W03 Glllrfl.._.
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___________________
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20 Forced Vlllllllalion 30 Time(min) 50 50 60 Page G4B-3 of G4B-4 Append i x G4B ---___ .,.,.,_
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- M-663-00017 A , Revision W03 Page G4C-1 of G4C-13 Structural Steel Fireproofing Data Appendix G4C Room-Elevation
- 3403-2016 auildlng: Control 1 Fire Area: C-15 Description
- Non-Vital Swgr & Xfmr Rm No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) r oata Drawing: C-OS3511 C-OS3001 Member Type: Beam Column Member Size: 14X 30 14 X 370 Comments: No thermal shorts, column Is bounded by testing. NUREG-1*805 FDT Input Data NUREG-1805 FDT: 02.3_temperature_cc_rev1.xls (Version 1805.1) Credible Fire HRR (kW: Credible Fire Basis: SWGR: Moderate Fire MCC: Moderate Fire Cabinet: Small Fire Transfo1111er 480V Moderate Fire Exposed cable: Minimal, Small Fire 200KW Transient Package: Majority of BTU: Small F'n IPEEE Ignition Source Evaluation
- 1.82E-03 Barrier Type: Barrier Thickness (In): Compartment Width (ft): Compartment Length (ft): Compartment Height (ft): Initial Room Temp. (F): NUREG-1805 FDT Results Hot Gas Layer Temperature@
1*80 minutes (F): 534.27 Room Sketch: Block 8 12.5 30 15.25 90 M-663-00017 A , Revision W03
- Structural Steel Fireproofing Data 3403-2016 Thermal Short #1 Sketch I Thermal Short #1 Photo 1 *
- A-A b ** *
- *
- M-663-00017A.
Revision W03 Page G4C-3 of G4C*13 Structural Steel Fireproofing Data Appendix G4C Room-Elevation:
3404-2016 Building: Control Fire Area: C-15 Description
- Switchboard Rm No. 4 Thermal Short #1 (TS1) Data Therma'l Short #2 (TS2) Data Drawing: C-053511 C-053001 Member Type: Beam Column Member Size: 24X 76 14 X 370 Comments: Column has no thermal shorts , considered bounded by testing. NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_tempera\ure
_cc_rev1.xls (Version 1805.1) Credible Fire HRR (kW:
- Credible Fire Basis: SWGR: Moderate Fire MCC: Moderate Fire Cabinet: SmaU Fire Treosformer 480V Moderate Fire Exposed cable: Minimum. Small Fire 200KW Transient Package: Ma ority of BTU: Small Fire IPEEE Ignition Source Evaluation
- 2.00E-o3 Barrier Type: Barrier Thickness (in): Compartment Width (ft): Compartment Length (ft): Compartment Height (ft): Initial Room Temp. (F): NUREG-1805 FDT Results Hot Gas Layer Temperature@
1'80 minutes (F): 551.23 Room Sketch: Block 8 22.5 17 15.25 90 " '1 .., .. I M-663-00017 A, Revision W03 Page G4C-4 of G4C-13
- Structural Steel Fireproofing Data Appendix G4C 3404-2016 Thermal Short #1 Sketch A * .... (f t v , . D Q Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 * ' *
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- M-663-Q0017A, Revision W03 Page G4C-5 of G4-Cr13 Structural Stee 1 l Data Appendix G4C Room-Elevation
- 3410-2016 Building: Control Fire Area: C-15 Description
- Switchboa rd Rm No. 2 Thermal Short 11 (TS1) Data Thermal Short 12 (TS2) Data Drawing: C-OS3511 Member Type: Beam Member Size: 24X 76 Comments:
- NUREG-1805 FOT: Credible Fire HRR (kW: Credible Fire Basis: SWGR: Moderate Fire MCC: Moderate Fire Cabinet: SmaU Fire Transformer 480V Moderate Fire Exposed cable: Minimum , Small Fire N/A N/A N/A No columns. NUREG-1805 FDT Input Data 02.3_temperature
_cc_rev1.xls (Version 1805.1) 200KW Barrier Type: Barrier Thickness (In): Compartment W i dth (ft): Compartment Length (ft): Compartment Height (ft): Transient Package: Majority of BTU: Small Fire IPEEE Ignition Source Evaluation
- 1 93E-'l3 Initial Room Temp. (F): NUREG-1805 FDT Results Hot Gas Layer Temperature@
180 minutes (F): 591.41 Room Sketch: --=-----
Block 8 1 9 18 15.25 90
- Structural Steel Fireproofing Data Appendix G4C 3410-2016 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 * *
- *
Building: Control Fire Area: C-16
Description:
Sw i tchboard Rm No. 1 Thermal Short #1 (TS1) Data C-O S351 1 Thermal Short #2 (TS2) Data Drawing: Member Type: Beam Member Size: 24X68 Comments: NUREG-1805 FDT: Credible Fire HRR (kW: Credible Fire Basis: SWGR: Moderate Fire MCC: Moderate Fire Cabinet Smau Fire Transformer 480V Moderate Fire Exposed cable: Minimal, Small Fire C-OS3001 Column 14 X 398 NUREG-1805 FDT Input Data 02.3_temperature_cc_rev1
.xl (Version 1805.1) 200KW Bal'irJer Type: Barrier Thickness (in): Compartment Width (ft): Compartment
!Length (ft): Compartment Height (ft}: Transient Package: Majority of BTU: Small Fire IPEEE Ignition Source Evaluation
- 2.00E-03 Initial Room Temp. (F): NUREG-1805 FDT Results Hot Gas Layer Temperature
@ 180 'minutes (F): 541.47 Room Sketch: @}-I ,__........____.,...._
______ I_ I Bloc'k 8 22 18 15.25 90 ..
- J i '
M-663-00017 A , Revision W03 Page G4c-8 of G4C-13
- Structural Steel Fireproofing Data Appendix G4C I 3408-2016 Thermal Short #1 Sketch
- Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
- I *
- M-663-0001 7 A , R ev i s i on W03 Page G4C-9 of G4C-13 Structural Steel Fireproofing Data Appendix G4C
- 3408-2016 Thermal Short #2 Sketch Thermal Short #2 Photo 1 T hermal Short #2 Photo 2 * * *
- *
- M*663-00017A , Revision W03 Page G4C-10 of G4C-13 Structural Stee 1 1 Fireproofing Data Appendix G4C Room-Elevation:
3409-2016 Building: Control Fire Area: C-16
Description:
Non-Vital Swgr & Xfmr Rm No. 2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: Member Type: Member Size: Comments: C-0$3511 Beam 27 X94 Additional Items in close proximity (4* l's and 21/2" angles). N/A N/A N/A No columns. NUREG-1805 FOT Input Data NUREG-1805 FDT: 02.3_temperature
_cc_re v 1.xls (Version 1805.1) Credible Fire HRR (kW: Credible Fire Basis: SWGR: Moderate F i re MCC: Moderate Fire Cab i net: Small Fire Transformer 480V Moderate F i re Exposed cable: M i nimal , Small Are 200KW Transient Package: Majority o f BTU: Small Fire I PEEE I gnition Source Evaluation
- 2.22E.03 Barr i er Type: Bar:rier Thickness (in): Compartment Width (ft): Compartment Length (ft): Compartment Height (ft}: Initial Room T emp. (F): NUREG-1805 FDT Results Hot Gas Layer Temperature@
180 minutes (F): Room Sketch: COMI\4 IT$ tcM4i110 WMI. TO
- n'U'*
t.o"' 31Wll l ND . . Z.c.f'C" '" /\. ...... v 565.18 Block 8 28 12.25 15.25 90 "' .r ' 1 J ,
M-663-00017A , Rev i sion W03 Page G4C-11 of G4C-13
- Structural Steel Fireproofing Data Append i x G4C 3409-2016 Thermal Short #1 Sketch Thermal Short #1 Photo 1 T hermal Short #1 Photo 2 * *
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- M-663-000 1 7 A , Revision W03 Page G4C..12 of G4C-13 Structural Steel Fireproofing Data Appendix G4C Room-Elevation
- 3414-2016 Build i ng: Control Fire Area: C-1 6 Description
- S witchboard Rm No. 3 Thermal Short #1 (TS1) Data C-053511 Thermal Short #2 (TS2) Data Draw i ng: Member Type: Beam Member Size: 24X68 Comments: N/A NJA NJA No columns. NlcJREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_temperature
_cc_rev1.xls (Version 1805.1) Credible Fire HRR (kW: Cred i ble Fire Basis: SWGR: Moderate Fire MCC: Moderate Fire Cabinet: Small Fire Transformer 480V Moderate Exposed cable: Minimal, Small Are 200KW Transient Package: Majority of BTU: Small Fire IPEEE Ignition Source Evaluation
- 1.93E..03 Barrier Type: Barrier Th ickness (in): *Compartmen t W i dth (ft): Compartment Lengt h (ft): Co m partmen t Height (ft): In i tial Room T e m p. (F): NUREG-1805 FDT Results Hot Gas Layer Temperatu r e@ 1 80 minutes (F): 591.4 1 R o om Sketch: Block 8 19 18 15.25 90 * .., j \
M..SS3-00017A , Revision W03 Page G4C-13 of G4C-13
- Structural Steel Fireproofing Data Appendix G4C ' 3414-2016 Thermal Short #1 Sketch .... , .. . . . Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
- ph 0 * *
- *
- M-663-00017A, .Revision W03 Page G4D-1 of G4D-19 Structura: l Stee'l Fireproofing Data Appendix G4D Room-Elevation:
1407-2026 Building:
Auxiliary Flre Area: A-03
Description:
Boric Acid Batching Tank Area Thermal Short #1 (TS1) Oata Thermal Short .#2 (TS2) Data Drawing: C-1$1521 N/A Member Type: Beam Column Member Size: 30 X 108 N/R Comments: Only 1 of 4 points are required to be evaluated. No thermal short attachments on column , b ounded by testing. NUREG-1805 FDT: Compartment Width (ft): Compartment Length (ft): Compartment Height (ft): Credible Fire HRR (kW): Credible Fire Basis: Small Motors: Sman Fire Small Pumps: SmaD fire Cabinet Small Fire ' Exposed cable: Minimum. ! Sman Fire Transient Package: Majority of BTU: SmaU Fire , IPEEE Ignition Source Evaluation
- 1.69E-03 Room Sketch: NUREG-1805 FOT Input 'Data 02.2_ Temperature_FV
.xls (Version 1805.0) 02.3_temperature_cc_rev1.xls (Version 1805.1) 19 29.75 20 70KW Forced Ventilation Rate (cfm}: Supply: 300, Open Grille Vent Description
- Exht 300 No Attachments to columns , Open Grille Barrier Type: Barrier Thickness (in): Initial *Room Temp. (F): NUREG-1805 FDT Results Block 12 104 Time When Forced Ventilation Exceeds 200 F (min): 15 Compartment Starting Temp. for Closed Room No Vent FDT (Ft: 204.41 Hot Gas Layer Temperature@
180 minutes (F): 303.16 M-663-00017A. Revision W03 Page G4D-2 of G40-19
- Structural Steel Fireproofing Data Appendix G40 1407-2026 Thermal Short #1 Sketch t .-. , c. * . A : 6 t: Thermal Short #1 *Photo 1 Thermal Short #1 Photo 2 * * *
- *
- M-663-00017A , Revision W03 Page G4[)..3 of G4D-19 Structural Steel Fireproofing Data Appendix G4D Room*Eievation
- 1304-2013 Building:
Auxiliary
- Fire Area: A-29 Description
- Aux Feedwater Pipe Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-151352 C-151001 Member Type: Beam Column Member Size: 18X 50 14X111 Comments: Add itional attachm e n ts In close proximity. Co lu mn In room only has Unistrut & JB's, column considered ac ceptable based on calculation FP-M-012. NUREG*1805 FDT: Compartment Width (ft): Compartment Length (ft): Compartment Height (ft): Credible Fire HRR (kW): Credible Fire Basis: I Exposed cable: Negligible Transient Package: Majority of BTU: SmaU Fire IPEEE Ignition Source Evaluation
- 3.76E-04 Room Sketch: NUREG-1805 FDT Input Data 02.2_Tempe rature_FV.xls (Version 1805.0) 02.3_temperature_cc
_rev1.xls (Version 1805.1) 22 10 Forced Ventilation Rate (cfm): Vent Description
- Supply: 150 Exht: 150 12 70KW Opening in floor where l adder is (3.5' X 3.5') Barrier Type: Barrier Thickness (in): Initial Room Temp. {F): NUREG*1805 FDT .Results Time When Forced Ventilation Exceeds 200 F (min): Concrete 12 104 2 Compartment Starting Temp. for Room No Vent FDT (F): 211.16 H ot Gas Layer Temperature@
180 minutes (F): *----oe.TS I I 380.73
- M-663-00017 A , Rev i sion W03 Page G4D-4 of G40-19
- Structural Steel Fi , reproofing Data Appendix G4D 1304-201.3 Thermal Short #1 Sketch fA 71 (* * * \1 -Co :) \." ' e>> ** .c a-*. Thermal Short #1 Photo 1 T hermal Short #1 Photo 2 * *
- *
- M-663-00017A , Revision W03 Page G40*5 ofG4D-19 Structural Steel Fireproofing Data Appendix G40 Room-Elevation:
1327-2000 Building:
Auxiliary Fire Area: A-29
Description:
Feedwater Pump Valve Compartment No. 2 Thermal Short 11 (TS1) Data Thermal Short#2 (TS2) Oata Drawing: Member Type: Member Size: C-151352 Beam 14X34 NIA N/A N/A Comments:
Add itional attachments in close proximity. No columns. NUREG-1805 FDT: Compartment Width (ft): Compartment Length (ft): Compartment Height (ft): Credible Fire HRR (kW):
- Credible Fire .Basis: Exposed cable: Negligible Transient Package: Majority of BTU: Small Fwe IPEEE Ignition Source Evaluation
- 3.76E-04 Room Sketch: NUREG-1805 FDT Input Data 02.2_Temperahlfe
_FV.xls (Version 1805.0) 02.3_t emperature
_cc_rev1.xls (Version 1805.1} 10 10 12 70KW Forced Ventilation Rate (cfm): Vent Descr.iption: Barrier Type: Barr i er Thickness (In): Initial Room Temp. (F): NUREG-1805 FDT Results Time When Forced Ventilation Exceeds 200 F (min): Supply: 100 Exh t 100 Concrete 24 104 1 Compartment Starting Temp. for Closed Room No Vent FOT (F): 200 Hot Gas Layer Temperature@
180 minutes (F): 502.33 ( i. ---1 M-663-00017A.
Rev i sion W03 Page G40-6 ofG4D-19
- Structural Steel Fireproofing Data Appendix G4D 1327-2000 Thermal Short #1 Sketch . *
- iJ
- 0.. . . ScCTI6 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 * *
- *
- M-66 3-00017A , Revis i o n W03 P age G4D-7 o f G4D-19 Structural Steel Fireproofing Data Appendix G4D Room..!Eievation: 1305-2013 Building: Auxi l iary Fire Area: A-30 Descr i ption: Aux F ee dwater Pipe Chase Thermal Short #1 (TS1) Data Therma l Short #2 (TS2) Data Draw i ng: C-1S1352 C-151001 1 Member Type: Beam Column Member Siz e: 18 X 50 14 X 1 11 Comments: Add i tional attachm e nts in close prox i mity orien ta tion of 1 ea. 4" tube causes 40 SQ IN. NUREG-1805 FDT: Compartment Width (ft): Compartment Length (ft): Compartment Height (ft): Credible Fire H RR (kW): *Credible Fire Basis: Exposed ca b l e: Negligib l e Transient P acka ge: Majority of BTU: S m all F ire IPEEE Ignition So urce E valuation: 3. 76E-04 R oom Sket c h: NUREG-1805 FOT Input Data 02.2_Tempera tur e_FV.xls (Version 1 805.0) 0 2.3_tem pe rature_cc_r e v 1.xls (Version 1 80 5.1) 22 10 Forced Ventilation Rate (cf m): Vent Descript i on: Sup pl y: 150 Exht: 1 50 12 70KW Openin g i n floor Where ladder is (3.5' X 3.5') Barr i er T ype: Ba rri er Thi ckness (In): Ini ti al Room Te m p. (F): NUREG-1805 FDT Results Tim e When Forced Ventilat i on Exceeds 200 F (m i n): Concrete 12 104 2 Compartment Starting Temp. f o r C l ose d Room No Vent FDT (F): 21 1.16 Hot Gas La yer Te m per a t ur e@ 1 80 1 m i nutes (F): 380.73 M-663-00017 A , Rev i sion W03
- Structural Steel Fireproofing Data 1305-2013 Thermal Short #1 Sketch Thermal Short #1 Photo 1 * * . . --"\ , . .... ,..* *...
- Structural Stee*l Fireproofing Data Appendix G4D 1305-2013 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2 * *
- *
- M-663-00017A, Revision W03 Page G4D-1 0 of G40-19 Structural Steel Fireproofing Data Appendix G4D Room-Elevation:
1328-2000 Building: Auxil i ary Fire Area: A-30
Description:
Feedwate r Pump Valve Compartmen t N o. 3 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2} Data N/A Drawing: C-1 5 1 35 2 Member Type: Beam Member Size: 14 X 34 Comments: NUREG-1805 FDT: Compartment Width (ft): Compartment Length (ft): Compartment Height (ft): Credible Fire HRR (kW): Credible Fire Basis: Exposed cable: Negligible Transient Package; Majority of BTU: Small Fire IPEEE Ignition Sou r ce EvaluaUon: 3.76E-04 Room Sketch: N/A N/A Column encapsulated i n conc r ete , co l umns considered bo u nded by tes ti ng. NUREG-1805 FOT Input Data 02.2_T em pe ra t ure_FV.xls (Version 1805.0) 02.3_ emperature
_cc_r e v1.xls (Ven;ion 1805.1) 10 10 1 2 70KW Forced Ventilation Rate (cfm): Vent
Description:
Barrier Type: Barrier 1J1 hickness (in): Initial Room Temp. (F): NUREG-1805 FDT Results Time When Forced Ventilation Exceeds 200 F (min): Suppl y; 1 00 Exh t 100 Concre t e 2 4 1 04 1 Compartment Starting Temp. for Closed Room No Vent FDT (F): 200 Hot Gas l.41yer Temperature@
180 minutes (F): I t . .;. , ,..__....;._.,......,.
__ ......,....._:__
,--+! """ '3!(11 v A -BU t v
- Ctko-.lol '"'
502.33 M-663-00017 A , Revision W03 PageG40-11 ofG4D-19
- Structural Steel Fireproof.ing Data Appendix G4D 1328-2000 Thermal Short #1 Sketch p * ' \ .. .. * ._6 I>'*
- q -* Loo lw" e:ASi Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 * *
- *
- M-663-00017A, Revision W03 Page G4D-12 of G4D-19 Structural Steel Fireproofing Data Appendix G4D Room-Elevation
- 1329-2000 Building:
Auxlllary Fire Area: A-33
Description:
Vestibule Thermal Short #1 (TS1) Data T 1 hermal Short #2 (TS2) Data Drawing: Member Type: Member Size: C-1$1352 Beam 10 X 21 N/A N/A N/A Comments: Only 1 of 6 points are required to be evaluated. Column encapsulated in concrete , columns cons i dered bounded by testing. NUREG-1805 FDT: Compartment Width (ft): Compartment Length (ft): Compartment Height (ft): Credible Fire HRR (kW): Credible , fire Basis: Exposed cable: Negligible Transient Package: Majority of BTU: Small Fire IPEEE Ignition Source Evaluation
- 3.76E-04 Room Sketch: NUREG-1805 FDT Input Data 02.2_ Temp&rature_FV
.xls (Version 1805.0) 02.3_temperature
_co_rev1.xls (Version 1805.1) Forced Ventilation Rate (cfm): Vent Description
- Suppl y: 100 Exht: 100 7 27.75 12 70KW Vent at floor (Hatchway to 1207 , 3.5' X 3.5'). Temp not in USAR Table 3.11 , used room 1207 below Barrier Type: Barrier Thickness (in); Initial Room Temp. {F): NUREG-1805 FOT Results Time When Forced Ventilation Exceeds 200 F (min): Co ncrete 12 106 1 Compartment Starting Temp. for Closed Room No Vent FDT (F): 200 Hot Gas Layer Temperature@
180 minutes (F): 368.12 M-663-00017A , Revision W03 Page G40-13 of G4D-19
- Structural Steel Fireproofing Data Append ix G4D 1329-2000 Thermal Short #1 'Sketch . e. ..
- I) *b y.(lO X.tl AA Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 * *
- *
- M-663..00017A. Revision W03 Page G40..14 of G4D-19 Structural Steel Fireproofing Data Appendix G4D Room-Elevation:
3405-2016 Building: Control F ire Area: C-15
Description:
B att e ry Rm No. 4 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-O S 3511 Member Type: Beam Me m ber Size: 24X76 Comments: NUREG-1805
, FDT: i Compartment Width (ft}: Compartment Length (ft): Compartment 1 Height (ft): Credible Fire HRR (kW): Credible Fire Basis: Batteries IPEEE Ignition Source Evaluation
- 7.76E-04 Room Sket ch: C-O S 3001 Column 14 X426 Column embe d ded on b o th sides. ALBI Is 2-112" thick minim u m due to finish requirements. NUREG-1805 FDT Input Data 02.2_ Temperature
_FV .xis (Version 1805.0) 02.3_temperature
_cc_rev1.xls (Version 1805.1) 20.5 12 15.25 200KW Forced Ventilation Rate (cfm): Vent Desc r ipt i on: Barr i e r Type: Barrier Thickness (in}: Initial Room Te mp. (F): NUREG-1805 FDT Results Tim e When , forced Ventilation Exceeds 200 F (m in): Supply: 300 Exht 390 Block 8 90 Compartment Start in g Temp. fo r Closed Room No Vent FDT (F): 200 Hot Gas Layer T empe r ature@ 180 minu tes (F): 812.83 l I @£Ern I .. i I 1 M-663-00017A , Revision W03 Page G4D-15 of G4D-19
- Structural Steel F.ireproofi'ng Data Appendix G4D 3405-2016 Therma l Short 11 Sketch Ia * . , , 4 . *** .. b '
- 0 * . Q .. ** .. 1 . f lOw A.* A. Thermal Short 11 Photo 1 Thermal Short 11 Photo 2 * *
- *
- M-663-00017 A, Revision W03 Page G4D-16 of G4D-19 Structural' Steel Fireproofing Data Appendi" G4D Room-Elevation:
3407-2016 Building:
Description
- Battery Rm No. 1 Thermal Short #1 {TS1) Data Drawing: C-OS3511 Member Type: Beam Member Size: 24 X 68 Comments: Add i tional item s in close proximity. Control Fire Area: C-16 Thermal Short #2 (TS2) Data N/A N/A N/A No columns. NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.2_ Temperature_FV.xls (Version 1805.0) 02.3_temperature_ccJev1.xls (Version 1805.1) Compartment Width (ft): Compartment Length (ft): Compartment Height (ft): Credible Fire HRR (kW):
- Credible Fire Basis: Batteries IPEEE Ignition Source Evaluation
- 7.76E-04 Room Sketch: 12 20.5 15.25 200KW Forced Ventilation Rate (cfm): Vent Description
- Barrier Type: Barrier Thickness (in): Initia l Room Temp. (F): NUREG-1805 FDT Results Time When Forced Ventilation Exceeds 200 F (min): Supply: 300 Exht: 390 Block 8 90 1 Cornpartment Starting Temp. for Closed Room No Vent FDT (F): 200 Hot Gas Layer Temperature
@ 180 minutes (F): 812.83
- I {
M-663-00017 A, Revision W03 P<\ge G40..17 of G4D-19 Structural
'Steel Fireproofing Data
- Appendix 'G4D 3407-2016 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 * * *
- *
- M-663-00017A , Revis i on W03 Structural Stee'l Fireproofing Data Room-Elevation:
3413-2016 Bui\ding: Description
- Battery Rm No. 3 Thermal Short #1 (TS1) Data Draw in g: C-OS351 1 Member Type: Beam Member Size: 24 X 68 Comments: Page G40-18 of G4D-19 Appendix G4D Control Fire Area: c-16 Thermal Short #2 (TS2) Data N/A N/A N/A NocoJumns. NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.2_ Temperature_FV .xis (Version 1805.0) 02.3_temperature_cc
_rev1.xls (Version 1805.1) 1 Compartment Width (ft): Compartment 1 Length (ft}: Compartment Height (ft): Credible Fire HRR (kW): Credible Fire Basis: Batteries IPEEE Ignition Source Evaluation
- 7.76E-Q4 Room Sketch: 21 12 15.25 200KW Forced Ventilation Rate (cfm): Vent Description
- Barrier Type: Barrier Thickness (In): Initial Room Temp. (F}: NUREG-1805 FDT Results Time When Forced Ventilation Exceeds 200 F (mln}: Sup ply: 200 Exht: 340 Block 8 90 1 Compartment Starting Temp. for Closed Room No Vent FDT (F): 200 Hot Gas Layer Temperature
@ 180 minutes (F): 801.75 !I' ww.e ------
M*663-00017A , Revis i on W03 Page G40*19 ofG4D-19
- Structural Steel Fireproofing Data Appendix G40 3413-2016 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 *
- Page 1 --
CREEK OPERATING CORPORATION M-663-00017 A Attachment G5 Fire Protection Evaluation For HAZ Assessment of Structural Steel Integral to Fire Boundary Rev. No. Prepared By Date Reviewed By Date W03 7/6/2007 71612007 M-663-000 17 A Attachment GS Revision W03 Table of Contents Page 2 of 15 Revision Log .................................................................................................................................
3 1.0 Purpose .............................................................................................................................
4 2.0 Scope ................................................................................................................................
4 3.0 References
........................................................................................................................
4 4.0 Assumptions
......................................................................................................................
S 5.0 Assessment of Condition to Design Requirements
...........................................................
5 6.0 Methodology
......................................................................................................................
6 7.0 Evaluation
.........................................................................................................................
8 8.0 Conclusions
.....................................................................................................................
15 Appendix GSA, Room Data Sheets .........................................................
(63 Total Pages)
M-663-000 17 A Attachment G5 Revision W03 Revision Reason for Revision W03 Original Issue Page 3 of 15 Revision Log M-663-000 17 A Attachment G5 Revision W03 1.0 Purpose Page 4 of 15 1.1 The purpose of this document is to evaluate the Heat Affected Zone (HAZ) impact of 10 CFR 50 Appendix R fire barriers containing integral structural steel where either of the following is present: 2.0 Scope
- Steel is provided with fireproofing on only one barrier side.
- Fireproofing is provided on both steel sides and an unprotected thermal short attachment larger than Unistrut is present. This evaluation was conducted in accordance with the guidance of NRC Generic Letter 86-10. 2.1 This evaluation is applicable to the Rooms identified in Table II. 3.0 References 3.1 NRC Generic Letter 86-10, Implementation of Fire Protection Requirements, dated April 24, 1986 3.2 10 CFR 50 Appendix R, Fire Protection Program For Nuclear Power Facilities Operating Prior To January 1, 1979 3.3 ASTM E-119, Standard Test Methods for Fire Tests of Building Construction and Materials 3.4 UL N-711, (A-126-00001), Fire Test Report Of Loaded Restrained Beams Protected By Cementitious Mixture, Dated August 11, 1976 3.5 UL N-712, (A-126-00002), Fire Test Report Of Loaded Restrained Beams Protected By Cementitious Mixture, Dated May 13, 1977 3.6 A-126, Technical Specification For Cementitious Fireproofing Of Structural Steel For The Standardized Nuclear Unit Power Plant Unit (SNUPPS) 3.7 PIR 2002-2287, Structural Steel Fireproofing With Unprotected Attachments 3.8 FP-M-012, Rev 0, Structural Steel Fireproofing Thermal Shorts and Omissions Evaluation 3.9 CNT-MC-600, Rev. 2, Fireproofing of Structural Steel 3.10 E-15000, Electrical Cable And Raceway List, Rev. 65 3.11 A-126, Cementitious Fireproofing of Structural Steel, Rev. 7 3.12 Updated Safety Analysis Report (USAR) Section 9.5.1.2.2.3.a, Rev. 19 M-663-00017 A Attachment G5 Revision W03 Page 5 of 15 3.13 Change Package 012323, M-663-00017 A Revision to incorporate Structural Steel Fireproofing Evaluation and Analysis, Rev. 0 3.14 IEEE 383, Standard for Qualifying Class 1 E Electric Cables and Field Splices for Nuclear Power Generating Stations 4.0 Assumptions 4.1 It is assumed that fireproofing material used to protect building steel is applied to a thickness as required by CNT-MC-600.
This is an acceptable assumption based on a review of the Quality Control documentation maintained during initial fireproofing installation activities and subsequent inspections during ongoing plant repairs witnessed by Fire Protection personnel and inspections performed during the this evaluation process. 5.0 Assessment of Condition to Design Requirements 5.1 Requirements USAR Section 9.5.1.2.2.3.a identifies that the design, construction, test method, and acceptance criteria for fire rated barriers is per applicable sections (determined by construction type) of ASTM E-119, UL standards, and state building codes. 5.2 Assessment Fire testing does not directly bound the use of protected steel as part of a fire barrier assembly.
Such a configuration presents the potential to transmit detrimental temperatures from the fire side through the steel element of the fire barrier to insitu combustibles and/or post-fire safe shutdown (PFSSD) circuits located in close proximity to the unexposed side of the steel fire barrier segment. Attachment G 1, Section 7.1, evaluated that steel with fireproofing on both barrier sides containing unprotected thermal short attachments no larger than Unistrut in size and mass provides an equivalent 3-hour F and T rated configuration.
Therefore, HAZ review, similar to that discussed in Section 7.2.3 of M-663-00017A for non-T rated penetration seals, is only necessary for structural steel integral to a fire barrier assembly where either of the following is present:
- Steel is provided with fireproofing on only one barrier side.
- Fireproofing is provided on both steel sides and an unprotected thermal short attachment larger than Unistrut is present.
M-663-00017 A Attachment G5 Revision W03 6.0 Methodology Page 6 of 15 Where a HAZ review was necessary for steel that is integral to a fire barrier assembly, a review similar to M-663-00017 A Section 7.2.3 was conducted with the exception that a review distance of two feet from the unexposed steel surface was utilized.
This is an acceptable distance considering the air gap temperature drop discussion provided in M-663-00017 A Section 7 .2.3. This two-foot distance from the structural steel member on the unexposed side is the area that encompasses the HAZ. Assuming an ASTM E-119 three-hour fire duration, a temperature of either 1925°F or 11 00°F was assigned to the unexposed barrier side based on the fireproofing configuration provided, including consideration for unprotected thermal short attachments larger than Unistrut.
A 1925°F temperature was utilized for the following configurations:
- Fireproofing is single sided with an unprotected attachment on either barrier side.
- Fireproofing is provided on both barrier sides and an unprotected attachment larger than Unistrut is located on the fire side such that it is in proximity (within two feet) to an unexposed side attachment that supports a raceway within the HAZ. An unexposed side temperature assignment of 1925°F for the above configurations is a conservative approach, as it utilizes the maximum temperature attained during ASTM E-119 fire testing, with no credit given for concrete barrier heat sink or recognition that the hot spot created by the unprotected thermal short on the exposed barrier side will be localized.
An 11 00°F temperature was utilized for the following configurations:
- Fireproofing is single sided and no unprotected attachments larger than Unistrut are present on either barrier side.
- Fireproofing is provided on both barrier sides and an unprotected attachment larger than Unistrut is not in close proximity (within two feet) of an unprotected attachment on the opposing barrier side. An unexposed side temperature assignment of 11 00°F for the above configurations is a an acceptable approach based on subtraction of ASTM E-119 furnace temperature (1925°F) from Reference 3.4 and 3.5 thermocouple data (1, 1 00°F). This yields an approximate 825°F temperature drop across the exposed fireproofing during ASTM E-119 fire endurance testing. For PFSSD circuits and IEEE-383 cable, an insult temperature limitation of 700°F was utilized.
A temperature limitation of 400°F was utilized for other Class A combustibles.
These temperature limitations are consistent with M-663-00017A, Section 7.2.3. Figure 6-1 reflects the review process utilized to assess HAZ impact.
M-663-000 17 A Attachment G5 Revision W03 Walkdown thermal short & building steel incorporated into Appendix R barriers to determine if circuits and/or exposed combustibles are present in the HAZ (within 2' of barrier of concern).
Assign unexposed side temperature (1925°F or 11QQ°F). 1) Document in M-663-00017A Attachment G data sheet for unprotected thermal short. No 2) Implement design control for scheduled circuit(s) to ensure HAZ issue is addressed if circuit(s) is to be credited for PFSSD in the future. No Document in M-663-00017A Attachment G data sheet for unbounded thermal shorts Yes Further Action Required to Address Issue:
- Evaluation or
- Field Work Required Page 7 of 15 Yes Further Action Required to Address Issue:
- Evaluation or
- Field Work Required Figure 6-1, Heat Affected Zone Review Process M-663-00017 A Attachment G5 Revision W03 7.0 Evaluation Page 8 of 15 7.1 Where structural steel is incorporated into a 10 CFR 50 Appendix R barrier, sided protection does not satisfy cold side temperatures, when considering an ASTM E-119 3-hour design basis fire. The one-sided protection configuration will not allow flame passage through the barrier. However, it could result in temperatures up to 11 00°F or 1925°F on the unexposed steel surface of the barrier. Each room was reviewed for HAZ impact in effort to document each raceway and insitu combustibles within two (2) feet of the barrier segment containing steel protected with cementitious fireproofing to ensure PFFSD is not impacted.
In addition, two-side protection with unprotected attachments can also produce localized high temperatures.
Therefore, protected steel with unprotected attachments was also reviewed for HAZ impact at barriers separating fire areas. No credit was given to area suppression systems, in effort to achieve a level of conservatism in the analysis process. One sided structural steel fireproofing is determined to be "F" rated only and does not satisfy "T" rating requirements when exposed to a design basis fire. Specification A-126, Section 7.1 states in part, "stair towers and elevator construction shall be protected from external hazards", thus in these cases structural steel fireproofing was not required on both sides of the barrier. Where these barriers provide 10 CFR 50 Appendix R separation, this configuration does not satisfy maximum cold side temperature limitations required by the WCNOC Fire Protection Program (250°F plus ambient for fire barrier construction and 325°F plus ambient for fire barrier penetration seals). Therefore, each location where one-sided fireproofing or significant attachments are present was evaluated for HAZ impact to ensure PFSSD is not affected.
As such, any raceway/circuit or component within 2 feet of the one-sided protected barrier steel and/or two-sided protected steel with large thermal shorts will be considered within the HAZ and will be evaluated for PFSSD impact utilizing the Figure 6-1 methodology.
Thermal shorts attached to stairwell steel will not impact the structural integrity of the steel or induce steel failure due to the corbel support afforded by the under supporting walls. Table II defines the review scope and identifies the communicating rooms and fire areas along with the raceways that are potentially subject to thermal insult, based on proximity to the barriers evaluated.
Each room and raceway (where applicable) is dispositioned in the "Comments/Disposition" Section of Table II, with reference provided to the appropriate evaluation paragraph section below. Area walkdown reviews revealed that no insitu combustibles (other than IEEE-383 cable) were located within the HAZ for each of the Table II areas. Appendix G5A documents the result of the Fire Protection reviews and assessments for each room and area listed in Table II, below. The data sheets contain relevant information for each location reviewed for HAZ impact.
Fh 17 A Attachment G5 Revision W03 Room Bldg Area A-1 1201 Aux A*l 1116 Aux 1117 1407 Aux A-5 1119 Aux Aux Aux A-6 1127 Aux Aux A-8 1320 Aux 1321 Aux A-26 1405 Aux a.v. 1988*0 1974-0 2026-Q 1988-0 2000-0 2047-6 1974-0 2000-0 2000.0 2000..0 2026-Q TABLE II HAZ Barrier Review ROQIII RoomWfb Areas Vestibule 1201 1119 A-1 A-5 Boric Acid 1116 1301 Tank Room B A-3 A-8 Boric Acid 1111 1320 Tank Room A A-3 A-8 Boric Acid 1407 1408 Batching A-3 A-16 Tank Area Aux. Stair A-1 1119 1201 A-5 A-1 1321 A-8 1502 A-20 Aux. Stair A-2 1127 1120 A-6 A-1 1320 A*8 Aux. Corridor 1320 1127 No.4 A-8 A-6 Exit Vestibule 1321 1119 A-8 A-5 Chemical 1405 1401 Storage Area A-26 A-16 Page 9 of 15
-. ...........
- (Inches) 19250F 1). No HAZ review required , no items N/A in close proximity. Bounded 1.) No HAZ review required, N/A embedded steel (Concrete) on backside.
Bounded 1.) No HAZ review required. N/A embedded steel (Cohcrete) on backside. Bounded 1.) No HAZ review required, N/A embedded steel (Concrete) on backside.
1100°F 1). No HAZ review required, no items NIA in close proximity. 1925°F 1 ). No HAZ review required, no Items N/A in close proximity. 1100DF-R Items 1, 2 & 3 ate NOT PFSSD: 4" (R)1 1 ). Conduit 5U4B8R, See Section 7.1.3. NO Set Route Control Required 4" (R)1 2). Conduit 6U1214, See Section 7 .1.3, NO Set Route Control Required 4" (R)1 3). Conduit 5C1014. See Section 7 .1.3, NO Set Route Control Requir&d 1925°F 1). No HAZ review required, no items N/A In close proximity. 1925'F.C Items 1 and 2 are NOT PFSSD. 1100'F-R Item 3 Jj PFSSD: %" (C)1 1). Conduits 1J1E10, Set Route Control Required See Section 7 .1.2 1%" (C)1 2). Conduit 1 U1 F2G, Set Route ' Control R*qvired See Seetion7.1.2 4" (C)1 3). Conduit 4U305H, Set Route Control Required See SRtion 7 .1.6 1100'F-R Item 1 is NOT PFSSD: 14%" (R)1 1 ). Conduit 4J3C1 E. See Section 7 .1.3, NO Set Route Control Required 110o<'F-R 1). No HAZ review required , no items N/A in close proximity.
Bounded 1.) No HAZ review required, N/A embedded steel (Concre te} on baCkside.
Fh M-663-00017 A Attachment GS Revision W03 Roam -Anta .. C-2 3106 Cntrl C-3 3105 Cntrl C-6 3201 Cntrl Cntrl Cntrl Cntrl Cntrt C n trl I I C-8 3229 Cntrl Elev. .... Dllcrtpllon:
1974-0 Electrical Chase 1974-0 Electrical Chase ' 1984-0 Control Building , Stair C-1 2000-0 2016-0 2032-0 2047-6 2073-0 I 1984--0 I Electrical Chase Rooniil Flia-ANM I 3106 3101 C-2 C-1 3105 3101 C-3 C-1 I I 3201 I OSAC C-6 C-6 ' 3201 3302 C-6 C-10 3201 3403 I C-6 C-15 3201 3501 C-6 C-21 ' 3201 3605 C-6 C-17 3201 3801 C-6 C-22 3229 3204 C-8 C-6 Page 10 of 15 ! .. (Inches) ttOO'F-R Items 1, 2 & 3 are NOTP.FSSD:
6" (C), 1). Cable Tray 5JfA90, See Section 3" (R)1 7.1.3. NO Set Route Control Required 6" (C), 2). Cable Tray 5U4A90. See Section 3" (R)1 7.1.3 , NO Set Route Control Requ*ired --e* (C), 3). Cable Tray 5U1B90 , See Section 3" (R)1 7.1.3, NO Set Route Control Requ i red .. .. 110rF-R Items 1 & 2 are *NOT PFSSD: 9" (C), 1 ). Cable Tray 6U1 890 , See Section 7" (R)' 7.1.3 , NO Set Route Control Required 1 , I e* (C)1 2). Cable Tray 6U3G90 , See Section 2" (R), 7 .1.3 , !NO Set Route Control Required 1100°F-R 1). N/A ligh *ng conduit, Same Fire NIA Area, No HAZ review required , See Section 7.1.1 , no items l n close proximity. -. 192.5°F-R 1). NIA lighting and commun i cations N/A conduit No HAZ review required , See Section 7.1.1 , no items in Close proximity. 19251F-R Items *1 is _NOT PFSSD and Item 2!§_PFSSD; 23" (C)1 1). Cable Tray 6J8D22, See Section (R)1 7 .1.3 , NO Set Route Control Required 23" (C)1 2). cable Tray 6U3E21 , Set Route 3" (R)1 Control Required See Sec:tion 7 .. 1.5 11000F-C 1). Lighting conduit , Same Fire .Area , N/A No HAZ review required , See Section 7.1.1. no items in c l ose *proximity. 110CI'F-R Item 11s NO'TPFSSD: 14" (R)1 t). Conduit6J1T1A. See Section 7.1.3, NO Set Route Control Required 1t25"F.C Items 2 & 3 are NOT PFSSD: 21" (C)1 2). Conduit 4J3006, Set Route Control Requirad See Section 7.1.2 ' 7" (C)1 3). Conduit 4.13007 , Set Route Control Required See Sef:tion 7.1.2 1100°F-R 1). 'No HAZ review required , items noted were Lighting and Detection N/A conduits no other 4 tems in close proximity , See Section 7.1.1. 11IJOIF-R Item 1 is !!Ql PFSSD: 7"(R), 1 ). Cable Tray 6U3G90 , See Section 7 .1.3, NO Set Route Control Required a Fire M-663-00017 A Attachment GS Revision W03 ArM ... C-9 3301 I" Cntrl I I --C-11 3305 Cntrt C-13 3415 Cntrl C-15 3403 Cntrl ' 3404 Cntrt ---3405 CntrJ 3410 Cntrt I C-16 3409 Cntrl . C*17 3418 Cntrl _, C-18 3419 Cntrl C-21 3501 Cntrl EttY 2000-0 2000-0 2016-0 2016-0 2016-0 2016-0 2016-0 2016-0 2016-0 2016-0 2032-0 ..... DelcriPtfon:
.... ESF 3306 I Switchgear C-9 C-12 Room No.1 Electrical 3305 3302 Chase C-11 C-10 Access Ctrl & 3415 3416 ElecEquip C-13 C-14 A/C Units No. 1 Non-Vital 3403 3404 Swgr& Xfmr C-15 C-15 RmNo.1 Switchboa rd 3404 I 3403 RmNo.-4 C-15 C-15 Battery Rm 3405 3406 No.4 C-15 C-35 Switchboard 3410 3418 RmNo. 2 C-15 C-17 Non-Vital 3409 3401 Swgr&Xfm r C-16 C-35 RmNo.2 Electrical 3418 3410 Chase C17 C-15 Electrical 34 1 9 3414 Chase C-18 C-16 Lower Cable 3501 3505 Spreading C-21 C*23 Room Page 11 of 15 . (lnc:hn) 1100'FoR hem 1
& Item 2 is NOTPFSSD:
6" (C)' 1). Cable Tray 5C8081 , See Section 4" (R)1 7.1.4, NO Sat !Route Control Required 6" {C), 2). Cable Tray 5C8A81 , See Section 2" (R)' 7.1.3, NO Set Route Control Required 110CJIIF-R Items 1 & 2 are !iQI PFSSD: 5" (R)1 1 ). Cable Trays 6J1S70, See Section 7.1.3 , NO Set Route*Control Required -----23" (R)1 2). Cable Trays 6U3H70, See Section 7.1.3, NO Set Route Control Required 1100'f.C Items 1& 2 Me <c>' 1 ). Conduit 4U3061, Set Rout. Control Required See Section 7.1.2 1aa-p;.c Item 2 Is !!QI. PFSSIJ: 12" (C)1 2). Conduit 6U3089. Set Route I 2" (R)' Control Required See Section 7.1.2 -Sounded 1 ). No HAZ Issue, Lighting Conduit Only , See Room 3201-2016 , !No HAZ N/A review required 1 Bounded 1). Same FtreArea.
No HAZ*review NfA required Bounded 1 ). Same Are Area. No HAZ review N/A I required 110o-F-R Item 1 is NOT PFSS: 12" (C)1 1). Conduit 5.!3027 , See Section 10" (R)1 7.1.3, NO Set Route Control Required 11000F-R 1 ). No HAZ review required, no items NlA in close proximity. --110CJIIF-R Items 1 and 2 ARE PFSSD and Item 3 is NOT PFSSD: 8" (R)1 1). Cable Tray 6C8A60, See Section 7.1.4, NO Set Route Control Reqv l red 8" (R)1 2). Cable Tray 6U3H60 See Section 7.1.4 , NO Set Route Control Req\lired 8" (R)1 3). Cable Tray 6J1A60, See Section 7 .1.3 , NO Set Route Control Required 110CJI'F-R Item 1 is NOT PFSSD and Item 21SPFSSD:
8" (C)' 1). Cable 'rray 5C8A70, See Section 3" (R}1 7 .1.3 , NO Set Route Control Required s* (C)' 2). Cable Tray 5C8070, See Section 3* (R)1 7.1.4, NO Set Route Control Required 11000F-R 1 ). 'See Room 3505. Item 1. *No HAZ N/A review required.
no Items in close proximity.
FJre M-663-00017 A Attachment G5 Revision W03 .... lldg Ante C-22 3801 : Cntrl *C-23 3505 Cntrl C-27 3605 Cntrl C-30 3617 Cntrl C-35 3406 Cntrl 3412 Cntrt C-36 C36 Cntrl C-37 C37 Cntrt F-4 6203 Fuel F*5 6202 Fuel Table Notes: Elh. Room Diflcrlpllon
- 2073-0 Upper Cable Spreading Room 2032-0 Electrical Chase 2047-6 Equipment cabinet Area 2047-S Electrical Chase 2016-0 Corridor No. 2 2016-o Emergency Shower& Eyewash Area 20oo-o Cable .Chase @CA-C6 , 2000-0 to 2016-0, 2000-0 Cable Chase @CA-C3, 2000-Qto 2016-0 2026-0 Air Hand ling Equipment Room 2026-o Electrical Equipment Room Page 12 of 15 Roonltlfli
- -* *.,.-AriM (Inches) 3801 3201 11000F-R 1). No HAZ Issue, Gatronics Conduit C-22 C-6 NJA Only , See Section 7.1.1 3505 3501 1100'F-R Item 1 is NOT PF.SSD: C-23 C-21 T (R)1 1). cable Tray 6J1A56, See Section 7.1.3, NO Set ROI.te Control Requ i red 3605 3617 NJA 1). See Room 3617 , Duplicate HAZ C-27 C-30 3617 3605 1100'f.R Items 1, 2 & 3 are !!.QLPFSSD:
C-30 C-27 18" (C)1 1). Conduit 4J1032, Set Route %-(R)' Control Required See Section 7 .1.2 8" (R)1 2). Cable Tray 6J1A4{), See Section 7.1.3. NO Set Route Control Required 8" (R)1 3). Cable Tray 6C8A40 , See Section 7.1.3, NO Set Route Control Required 3406 3405 11000F-R 1 ). Grid Plug Mounting , No HAZ C-35 C-15 N/A review required. No HAZ Issues I 3412 3101 I UOQIF-R Items 1, 2 and 3 are NOT C-35 C-1 PFSSD: Duct 2" (C)' Conduit 4U1 E2N, Set <Route Control Required See Section 7.1.2 Chase 2" (C)1 2). Conduit to JB 4U3045 , Set Route Control Required See Section 7.1.2 2" (C), 3). Conduit to JB 4U3046, Set Route Control Required See Section 7.1.2 3412 3411 1180'F-R Item 1 is NOT PFSSD: C-35 C-15 8" (C)' 1). Conduit 4U1 E2N, See Section 2" (R), 7.1.3, NO Set Route Control Required C36 3302 1100"f-R 1 ). Conduits in close proximity enter C-36 C-10 ad'j8C8nl FA. No HAZ Issue N/A Elec. 3301 Bounded Item 1 is NOT PFSSD: ' Chase C-9 1%" 1). Conduit 2U1034 , See Section C-37 (R)1 7.1.3, NO Set Route Control Required Unislrut only, no thermal impact 6203 6202 1925°F-C Item 1 is NOT PFSSD: F-4 F-5 NJA 1). Conduit 6J6014 , Assumed failed, see Room 6202 6202 6203 1925"F.C Item 1 is NOT PFSSD: F--5 F-4 14" (C)1 1). Conduit 6.16014, 'Set Route Control Required See Section 7.1.2 1. To determine acceptable air gap distance, conductive pathways , estimated exposure temperature is based on existing steel protection configuration and whether the exposure is C-Conduction or R-Radiant.
In each case , the worse case Conductive and Radiant distance is used, either cumulative or a single thermal pathway exposure were reviewed as applicable. I M-663-000 17 A Page 13 of 15 Attachment G5 Revision W03 7.1.1 Unscheduled conduit such as communication, fire detection and general plant lighting are not considered relevant to PFSSD and are not evaluated for PFSSD impact. Cabling contained within conduit cannot support combustion, propagate flame or hot gases. Therefore, fire propagation is not credible.
7.1.2 Scheduled Non-PFSSD conduits referring to this section are located within the HAZ and cable within the conduits have the potential to sustain damage from heat transmission through the barrier segment fabricated from building steel protected with cementitious fireproofing, as postulated temperature exposure exceeds 700°F for the respective raceway. However, fire propagation will not occur, as cabling contained within conduit cannot support combustion, propagate flame or hot gases; therefore, fire propagation is not credible.
Future use of these raceways shall be restricted or may require field modification if they are credited for PFSSD in the future. E-15000 set-route control is required for these raceways to ensure future raceway use continue to satisfy the conclusions of this evaluation.
Referenced E-15000 set-route changes were completed by change package 012323. 7.1.3 Scheduled Non-PFSSD conduit and cable tray raceways referring to this section have been determined to have sufficient distance from the point of thermal insult and will not be thermally affected by conductive or radiant heat on the unexposed barrier side. This determination is supported by use of the air gap methodology described in M-663-000 17 A, Section 7.2.3, which credits air space to reduce exposure temperatures to cabling and combustibles within or adjacent to the HAZ. Each HAZ issue was reviewed to ensure combustibles on the unexposed side of the barrier would not be affected by radiant energy and/or auto-ignition.
Air gaps and thermal short distances were measured to permit use of the 222°F temperature drop rule for every 1" of air gap. After considering the air gap distance, each of the HAZ issues would have to meet acceptable cable exposures of <700°F. Maintaining exposure temperatures below this limitation will ensure that fire propagation cannot occur, and the raceway will not be affected through conduction or radiant heat. 7.1.4 PFSSD credited conduit or cable tray raceways referring to this section have been determined to have sufficient distance from the point of thermal insult and will not be thermally affected by conductive or radiant heat on the unexposed barrier side. This determination is supported by use of the air gap methodology described in M-663-00017A, Section 7.2.3, which credits air space to reduce exposure temperatures to cabling and combustibles within or adjacent to the HAZ. Each HAZ issue was reviewed to ensure combustibles on the unexposed side of the barrier would not be affected by radiant energy and/or auto-ignition.
Air gaps and thermal short distances were measured to permit use of the 222°F temperature drop rule for every 1" of air gap. After considering the air gap distance, each of the HAZ issues would have to meet acceptable cable exposures of <700°F. Maintaining exposure temperatures below this limitation will ensure that fire propagation cannot occur, and the raceway will not be affected through conduction or radiant heat.
M-663-00017A Page 14 of 15 Attachment G5 Revision W03 7.1.5 PFSSD credited cable tray 6U3E21, located in Room 3403, is a 12" X 4" open cable tray in close proximity to a 6" x .375 thick I beam that is attached to the building steel. The building steel separates 10 CFR 50 Appendix R fire areas and is protected on the cable tray side with cementitious fireproofing (one-sided protection).
The exposed side of the barrier is Room 3201, North Control Building Stairwell.
The cable tray is 23" away from the postulated exposure temperature of 1925°F as determined by the steel configuration and one-side fireproofing.
Conservatively applying the M-663-00017A, Table 7.2.3-2B review distance for a 12" diameter pipe, in relation to the 6" beam, reveals that at 24" the thermal exposure would be approximately 1209°F. Application of the air gap methodology of 222°F drop per 1" air gap reveals an approximate temperature of 543°F for the cables within the tray of concern. This is less than the 700°F insult temperature limitation for the IEEE-383 cable. However, this raceway requires E-15000 set route control to ensure future cable additions consider impact to this evaluation.
This E-15000 set-route change was completed by change package 012323. 7.1.6 PFSSD credited conduit 4U3D5H, located in Room 1320 is a 3" rigid steel conduit supported by a 4" tube steel and Unistrut design mounted to the vertical column separating fire areas. The conduit contains PFSSD cabling associated with BIT injection.
The building steel separates 10 CFR 50 Appendix R fire areas and is protected on the conduit side with cementitious fireproofing (one-sided protection).
The exposed side of the barrier is Room 1127, North Auxiliary Building Stairwell.
The conduit is 4" away and mounted directly on to the conductive path to the postulated exposure temperature of 1925°F, as determined by the steel configuration and one-side fireproofing.
The thermal path is conductive and thermal failure is expected due to the close proximity of the conduit to the exposure temperature of 1925°F. A fire in A-6 does not require BIT injection.
Seal injection is available with no inventory loss through letdown. Therefore, PFSSD capability is not affected if a fire would occur in Fire Area A-6. However, this raceway requires E-15000 set route control to ensure future cable additions consider impact to this evaluation.
This E-15000 set-route change was completed by change package 012323. 7.2 Post Fire Safe Shutdown Impact There is no impact to PFSSD capability, as the evaluation demonstrates that steel integral to 10 CFR 50 Appendix R fire barriers will prevent fire propagation.
The comprehensive walkdown review for each of the areas revealed that no exposed insitu combustibles or PFSSD capability is negatively affected by the steel fire barrier segments.
M-663-00017 A Attachment G5 Revision W03 8.0 Conclusions Page 15 of 15 Based on physical plant walk downs, reviews and assessments performed by Fire Protection the room and areas identified in Table II above, contain protected structural steel that separate 10 CFR 50 Appendix R fire areas. Each of these barriers vary in configuration, some with one-sided protection and others with two-sided protection with unprotected attachments that could induce heat through the barrier beyond WCNOC cold side temperature limitations, if an ASTM E-119 three hour fire were to occur in the adjacent fire area. Therefore, each raceway that was located within the HAZ was reviewed for potential impact to PFSSD. All raceways listed in Table II above have been determined to be acceptable and do not affect PFSSD considering the protective coating or thermal short configurations that are present. It is reasonable to conclude that the building steel integral to a fire barrier will satisfy regulatory expectations and commitments as well as WCNOC Fire Protection Program requirements, to prevent fire propagation and unacceptable thermal insult to raceways on the unexposed side of the fire barrier.
M-663-00017A , Revision W03 Structural Steel Fireproofing Data Room-Elevation
- 1201-1988 Building:
A ux i liary
Description:
Vest i bule Room Sketch: HAZ #1 Sketch ---.!O !..."' ,...-------! 1.> * ...
- L) ** p ,. . . ** _*(1. a.. [D}iJ N6 i+lfZ J SSqt:s, I NJU/.IIi%'
11 HAZ #1 Photo Page G5A-1 of G5A-63 Appendix GSA Fire Area: A-01 M-663-00017A , Rev i s i on W03 Page G5A-2 of G5A-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation
- 1116-1974 Building:
Auxi l iary Fire Area: A-03 Description
- Bor i c Acid Tank Room B Room Sketch: @' HAZ #1 Sketch HAZ #1 Photo M-663-00017 A , Rev i s i on W03 Page GSA-3 of GSA-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation
- 1117-1974 Building: Aux i l i a r y Fire Area: A-03 Descript i on: Boric Acid Tank Room A Room Sketch: ITS I HAZ #1 Sketch 1111111.1 Look*"' So tl HAZ #1 Photo M-663-00017 A , Rev i s i on W03 Structural Steel Fireproofing Data Room-Elevation
- 1407-2026 Building: A u xi liary
Description:
B oric A c id B atching Tank Are a Room Sketch: HAZ #1 Sketch vtew LoOK'" s o..rrH HAZ #1 Photo II A Z r ..... , /) . " * ** D XC. \tO N fo...* A Page G5A-4 of GSA-63 Appendix GSA Fire Area: A-03 M-663-00017 A , Rev i s i on W03 Page GSA-5 of GSA-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation:
1119-1988 Building:
Auxil i ary Fire Area: A-0 5
Description:
Aux. Sta i r A-1 & A-1 A Room Sketch: HAZ #1 Sketch HAZ #1 Photo M-663-00017A Rev i s i o n W03 P a g e GSA-6 of GSA-63 Structural Steel Fireproofing Data Append i x GSA Room-E l eva ti on: 11 1 9-2000 Bu i lding: A ux ili ary F i re Ar e a: A-05 Description
- Aux. Stai r A-1 & A-1 A Room Sketc h: 1..-+--+-t-"r H AZ #1 Sk e t c h H AZ #1 P h oto No photo required.
M-663-00017A , Rev i s i on W03 Page G5A-7 of G5A-63 Structural Steel Fireproofing Data Append i x GSA 1 119-2000 HAZ #2 Sketch A. \ 1 * ' .o. UI!.iJ \o.IO " Cl lt C...tlS l-ANilrNii Zzr., i vJ/ol-) -S>'L. 4'1'1 rn IJI*'L J .. 4. ---"f)
- 6 'A ,' ' IJ/iw /.1Jol:411r.
IJ6t111 HAZ #2 Photo No photo required.
M-663-00017 A , Rev i sion W03 Structural Steel Fireproofing Data Room-Elevation:
1119-2047
==
Description:==
Aux. Sta i r A-1 & A-1 A Room Sketch: HAZ #1 Sketch A HAZ #1 Photo Building:
A ux i liary (o l>o.Ar>'>
J:l)('o.JloF o C'>t\AI2't..
T-'\! ...: At*N 1 ,..,""
Page GSA-8 of GSA-63 Appendix GSA Fire Area: A-05 M-663-00017A , Rev i s i on W03 Structural Steel Fireproofing Data Room-Elevation:
1127-1974
==
Description:==
Aux. Stair A-2 Room Sketch: HAZ #1 Sketch NO 1/AZ @IT] I HAZ #1 Photo Build i ng: 11/iz. I Page GSA-9 of GSA-63 Appendix G5A Auxi li a ry Fire Area: A-06 M-663-00017 A , Rev i sion W03 Page G5A-1 0 of G5A-63 Structural Steel Fireproofing Data Appendix GSA 1127-1974 HAZ #2 Sketch liJ.al l 't"' MIJ 1t'1A'i HAZ #2 Photo M-663-00017 A, Rev i s i on W03 Structural Steel Fireproofing Data Room-Elevation:
1127-2000 Building: Description
- A u x. S ta i r A-2 Room Sketch: E.U.**M 7 14 A.I 2.Q)I1' ( hDR m n I [@!] I J LIW'I""t HAZ #1 Sketch HAZ #1 Photo A u x i l i ary ('-./D.
/IJ 3 LUAtN-.JS" .5*(0111 : 4U !.0 SH I 3' 1,.; I D
- 14 I t; Page G5A-11 of G5A-63 Appendix GSA F i re Area
- A-06 M-663-00017A , Rev i s i on W03 Structural Steel Fireproofing Data 1127-2000 HAZ #2 Sketch '"i I .:zc; .J lf16
..... (';'(i' c ... f -.1> II . 0
- HAZ #2 Photo J/4Z l ;>roor Sft.iiC-.1 A*A Page GSA-12 of GSA-63 Appendix GSA M-663-00017A , Revision W03 Page GSA-13 of GSA-63 Structural Steel Fireproofing Data Appendix GSA 1127-2000 HAZ #3 Sketch HAZ #3 Photo M-663-0001 7 A , Rev i s i o n W03 Page GSA-14 of GSA-6 3 Structural Steel Fireproofing Data Appendix GSA Room-Elevation:
1127-2026 Bu i lding: A uxil i ary F i re Ar e a: A-06 Descrip t ion: Au x. Sta i r A-2 Room Sketch: HAZ #1 Sketch 0 6
- HAZ #1 P h oto No photo r equired.
M-663-00017 A , Revision W03 Page GSA-1 5 of GSA-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation
- 1320-2000 Building:
A ux i l i ary Fire Area: A-08 Desc r iption: Co r r i dor No. 4 Room Sketch: HAZ #1 Sketch II " .
A*A HAZ #1 Photo M-663-00017 A , Revision W03 Structural Steel Fireproofing Data Room-Elevation
- 1321-2000
==
Description:==
E x it Vest i bu l e Room Sketch: El.ev. zooo' Building: Aux i l i ary HAZ #1 Sketch l A ' HAZ #1 Photo No photo required. Page GSA-16 of GSA-63 Appendix GSA Fire Area: A-08 M-663-00017A , Rev i s i on W03 Page GSA-17 of GSA-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation:
1405-2026 Building: Aux iliary Fire Area: A-26
Description:
Chem i ca l Storage A rea Room Sketch: HAZ #1 Sketch HAZ #1 Photo M-663-00017A , Revision W03 Structural Steel Fireproofing Data Room-Elevation:
3106-1974
==
Description:==
E l ectr i ca l Chase Room Sketch: HAZ #1 Sketch , . . : .,...-., ,:....-..,-H *. :...il lo---H-*-11 [ _] ,. ( T'(f) II I , I' 1: S.l!:C::.i IO!.l A-A HAZ #1 Photo Building:
Page GSA-18 of GSA-63 Appendix GSA Control Fire Area: C-02 'b I
- f A ST M-663-00017 A , Revis i on W03 Structural Steel Fireproofing Data Room-Elevation:
3105-1974
==
Description:==
E l ectr i ca l C hase Room Sketch: HAZ #1 Sketch C** .. ,.J t;,1.1l .;-,o [P ..... T] 'liEN LbO h/6. & liST HAZ #1 P h oto Building:
Control ---@ S t: Ci l O>J A-A Page GSA-19 of GSA-63 Appendix GSA F i re Area: C-0 3 ce M-663-00017A , Revision W03 Structural Steel Fireproofing Data 3105-1974 HAZ #2 Sketch HAZ #2 Photo tZI 55 A-A* ( P Ar roa t..) Page G5A-20 of G5A-63 Appendix GSA * .* . ..
M-663-00017A, Revision W03 Page GSA-21 of GSA-63 Structural Steel Fireproofing Data Appendix G5A Room-Elevation:
3201-1984 Building:
Cont rol Fire Area: C-06
Description:
Control , Sta ir C-1 Room Sketch: HAZ #1 Sketch No sketch required.
HAZ #1 Photo M-663-00017A , Revision W03 Structural Steel Fireproofing Data Room-Elevation:
3201-2000 Building:
Co ntrol
Description:
C on trol , Sta i r C-1 Room Sketch:
I JJo'tl HAZ #1 Sketch -. a*.*o* .* A n.O*. A ... ,.. ... *JI C WAll. l3z.ot I VI!W OOj; t.IJ c, IJ6 R.171 HAZ #1 Photo StC.rtoN A-A Page GSA-22 of GSA-63 Appendix G5A F i re Area: C-0 6 M-663-00017 A, Rev i s i o n W03 P age G5A-23 of G5A-63 Structural Steel Fireproofing Data Appendix GSA 3201-2000 HAZ #2 Ske t ch Haz Sketch 2 HAZ #2 Photo M-663-00017 A, Revision W03 Page GSA-24 of GSA-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation:
3201-2016 Building: C on t rol F i re Area: C-0 6
Description:
Contro l , Sta i r C-1 Room Sketch: 3Z.O I 0--r-----------'--
!ifEV. l O/t-HAZ #1 Sketch HAZ #1 Photo M-663-00017A , Revision W03 Page GSA-25 of GSA-63 Structural Steel Fireproofing Data Appendix GSA 3201-2016 HAZ #2 Sketch HAZ #2 Photo M-663-00017A. Revision W03 Structural Steel Fireproofing Data Room-Elevation
- 3201-2032
==
Description:==
Control , Sta i r C-1 Room Sketch: HAZ #1 Sketch j..l Building: !*"'1"' Contro l c-t" ;;w z.tJ 32. IJ TS E tEYI1'1'ft)lv Zo3z' NT? HAZ #1 Photo Page GSA-26 of GSA-63 Appendix GSA Fire Area: C-06 I M-663-000 17 A , Rev i sion W03 Structural Steel Fireproofing Data 3201-2032 HAZ #2 Sketch L J KI.Nf, -J7. -Ll'iH iiN/i (ON (Ju,f £Le '/1 /ltJN 2o3Z' HAZ #2 Photo Page GSA-27 of GSA-63 Appendix GSA M-663-00017 A , Revision W03 Structural Steel Fireproofing Data Room-Elevation
- 3201-2047 Description
- Co n t ro l , S t a i r C-1 Room Sketch: fi.E.Y. Z D 4 ( (rm.) @ I .. *;. Building: Contro l -'IJJ'"'Ioo HAZ #1 Sketch _. HAZ #1 Photo -"1 1'1 007 I Eli?:IJ U>lt7 W 'Z1xi'+ r--' 111 z a. R.ACeS _; 4 'J 300(., ( 4" {oJJt)) Page GSA-28 of GSA-63 Appendix GSA F i re Area: C-06 M-663-00017 A , Rev i s i on W03 Page G5A-29 of G5A-63 Structural Steel Fireproofing Data Appendix G5A 3201-2047 HAZ #2 Sketch salt A-A HAZ #2 Photo M-663-00017 A , Revis i on W03 Page GSA-30 of GSA-63 Structural Steel Fireproofing Data Appendix GSA 3201-2047 HAZ #3 Sketch El£ . 2().47' J..ilt Z. 6N L 'T' NO 1Ncemn S.ltoi?T , .... -*. VsCW LObi\W6 G A..S I HAZ #3 Photo M-663-00017A , Rev i s i on W03 Structural Steel Fireproofing Data Room-Elevation:
3201-2073
Description:
Con t rol. S tair C-1 Room Sketch: HAZ #1 Sketch ... o. I> i,'6 .. lllill .... .,., h'* *b .. Building: 'Z.073' E.l.i V A 7 1 o kiTS HAZ #1 Photo Page GSA-31 of GSA-63 Appendix GSA Control F i re Area: C-06 M-663-00017A.
Revision W03 Structural Steel Fireproofing Data Room-Elevation
- 3229-1984
==
Description:==
E l ectr i ca l Chase Room Sketch: HAZ #1 Sketch 7'X J( I. (lYP z) HAZ #1 Photo Building:
Page GSA-32 of GSA-63 Appendix GSA Control Fire Area: C-08 M-663-00017A , Rev isi on W03 Page G5A-33 of G5A-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation
- 3301-2000 Building: Contro l Fire Area: C-09 Description
- ESF Sw i t chgear Room No. 1 Room Sketch: :h
- Room Layout HAZ #1 Sketch VIC:W LOO"i':IIJl, 5t.:.c.T tbk.J A-A H AZ #1 Photo No photo required.
M-663-00017A , Revision W03 Page G5A-3 4 of G5A-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation
- 3305-2000 Build i ng: Contro l F i re Area: C-1 1
Description:
E l ectrica l Chase Room Sketch: tot t*wo. *l15" 'e) f4 Ut' """* C. II )luw I<>II I B 7o I; <.I }4 To o.l .... oC:
I. llT *'Ttai-'-f..(.8A7o 1 3)0'3 I ,:t'R'I) 1\1\'Z., " 8 11\70 t.J" I A E.J.fi v HAZ #1 Sketch V ll. w LLlol iNh I::A ST HAZ #1 Photo M-663-00017A , Revision W03 Structural Steel Fireproofing Data 3305-2000 HAZ #2 Sketch s .
- t> f:l :. HAZ #2 Photo (cub loll SIC.. .,.. ....... -b 3"IS70 I Page GSA-35 of GSA-63 Appendix GSA M-663-00017A , Rev i sion W03 Page G5A-36 of G5A-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation
- 3415-2016 Building:
Co n t ro l Fire Area: C-1 3 Description
- A c ce s s Ct rl & E le c E q uip AJ C Uni ts No. 1 Room Sketch: F HAZ #1 Sketch HAZ #1 Photo M-663-00017A , Revision W03 Page GSA-37 of GSA-63 Structural Steel Fireproofing Data Appendix GSA 3415-2016 HAZ #2 Sketch HAZ #2 Photo M-663-00017A , Rev i s i on W03 Structural Steel Fireproofing Data 3415-2016 HAZ #3 Sketch II) *C'I Q * , I' A HAZ #3 Photo Page G5A-38 of G5A-63 Appendix GSA M-663-00017 A, Revision W03 Structural Steel Fireproofing Data Room-Elevation
- 3403-20 1 6 Building: Descr i ption: No n-Vi tal Swgr & Xfmr Rm No. 1 Room Sketch: II .. [@]
.... (-..... If ""161 I .}'Irs I H AZ #1 Sketch H AZ #1 P h oto Contro l t-1 .. Nb 1J T T il e ;;m&. tS To GIL..; ... toJ No photo required.
Page G5A-39 of G5A-63 Appendix GSA F i re Area: C-15 M-663-00017 A , Revis i on W03 Structural Steel Fireproofing Data 3403-2016 HAZ #2 Sketch LJ '
- Q HAZ #2 Photo , 0 (4'-1 i=1 0lr 'liZ t. Page G5A-40 of G5A-63 Appendix GSA M-663-000 1 7A , Re v is i o n W03 Structural Steel Fireproofing Data Room-Eleva t ion: 3404-2016 Bu i lding: Desc r iptio n: Sw i tchboard Rm No. 4 R oom Sketch: ' (7 ! T '* ""'
r .34<>4 H A Z #1 Ske t c h A H AZ #1 P h o t o Control NtJ 19 Tt> ut."'""'"'* No photo required. Pa ge G5 A-4 1 o f G5A-63 Appendix GSA F ir e Area: C-15 M-6 63-00017A , Rev isi on W03 Structural Steel Fireproofing Data Room-Elevation
- 3405-2016
==
Description:==
Battery Rm No. 4 Room Sketch: HAZ #1 Sketch H AZ #1 Photo Building: Control NO t/AZ. tS.(c,e;o; / l. A L.8 1 l TN/.. r..%J I.J"fa? I A-ll Page GSA-42 of GSA-63 Appendix GSA Fire Area: C-15 M-663-00017 A , Rev i s i on W03 Structural Steel Fireproofing Data Room-Elevation
- 3410-2016
==
Description:==
S wi tchbo a rd Rm No.2 Room Sketch: HAZ #1 Sketch HAZ #1 Photo Building:
Co n t r ol aE. . "ZCl\\.o (Ni';.) [a[] Pcoc>.C 3"1/01 SCC.T!O N Page GSA-43 of GSA-63 Appendix GSA Fire Area: C-1 5 M-663-00017A , Revision W03 Page GSA-44 of GSA-63 Structural Steel Fireproofing Data Appendix GSA 3410-2016 HAZ #2 Sketch 3 5 p. -. j --v . l}lf[] b* 1 3--l to I
- p -L;.-. LA' p HAZ #2 Photo M-663-00017A , Revision W03 Page GSA-45 of GSA-63 Structural Steel Fireproofing Data Appendix GSA 3410-2016 HAZ #3 Sketch HAZ #3 Photo M-663-00017 A , Rev i s i on W03 Structural Steel Fireproofing Data Room-Elevation
- 3409-2016 Building: C ont r o l Descriptio n: Non-Vit al Swgr & Xf mr R m No. 2 Room Sketch: ALL CotU u W A LL A l:ht lf et>Ji TO 14112.*1 l!'loiTiflt f'lt<>M R<>otYI 1 1 1110 H AZ #1 Sketch HAZ #1 Photo A J"'l'll v A" t'CN U I'f S /IV C t.oSif Tlll!tA.It<, t/W4"'-To Jt<lt!JO'l 3"i..I Page G5A-46 of G5A-63 Append i x GSA Fire Area: C-1 6 M-663-00017A , Revision W03 Page GSA-47 of GSA-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation:
3418-2016 Building:
Control Fire Area: C-17
Description:
E l ectrica l Chase Room Sketch: HAZ #1 Sketch A*A HAZ #1 Photo M-663-0001 7 A , Rev i s i on W03 Structural Steel Fireproofing Data 3418-20 1 6 HAZ #2 Sketch "J"IAI,O I lilt! U>o "'"' G Ai. r HAZ #2 Pho t o Si£C.TIO tJ A*A No photo required.
Pag e GSA-48 of GSA-63 Appendix GSA M-663-00017 A , Revis i o n W03 Page GSA-49 of GSA-63 Structural Steel Fireproofing Data Appendix GSA 3418-2016 HAZ #3 Sketch l-"1 311 c.o A*A V/t!'N HAZ #3 Photo No photo required.
M-663-00017 A , Revision W03 Structural Steel Fireproofing Data Room-Elevation:
3419-2016 Building:
==
Description:==
Ele ctr i ca l Chase Room Sketch: --------HAZ #1 Sketch H AZ S k et ch 1 r* &.!
5C SA-,<>
VlfW LOOr\fl.l6 wc:.ST HAZ #1 Photo Page GSA-50 of G5A-63 Appendix GSA Contro l F i re Area: C-18 N sec r161J A *A M-663-00017A , Revision W03 Page GSA-51 of G5A-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation:
3801-2073 Building:
Control F i re Area: C-22 Description
- Upper C abl e S pread i ng Room Room Sketch: -:r--(C H AZ #1 Sketch HAZ #1 Photo M-663-00017A , Revision W03 Structural Steel Fireproofing Data Room -Elevation:
3505-2032 Building:
Control Description
- Electrical Chase Room Sketch: A ....------
v Jolo t..;l.fiV A 1tdi..J 2,..o)'l,.
N,..., HAZ #1 Sketch HAZ #1 Photo ! Page GSA-52 of GSA-63 Appendix GSA Fire Area: C-23 M-663-00017A , Rev i s i o n W03 Structural Steel Fireproofing Data Room-Elevation:
3605-2047 Description
- Equipment Cab in et A rea Room Sketch: H AZ #1 Sketch ... b -.. t1 * , 0 Bu i ld i ng: Control ;v tJ tJAI C owmm O IJ l..'t' 8 ?UICJ;""5 S*. ltQOM LAY4ur FoR T 'I' t.Jo'S , v 'E.W LM , *. u. r HAZ #1 Photo No photo r equired. Page GSA-53 of GSA-63 Appendix GSA F ire A r ea: C-27 M-663-00017A , Revisio n W03 Structural Steel Fireproofing Data Room-Elevation:
3617-2047 Descript i on: Electr i cal Chase Room Sketch: HAZ #1 Sketch .. Building:
Control * ! r P .. -* .b .,.
R.:JoY'fl t.A\'04 T PC2Qita .... , '1'(. HAZ #1 Photo Page G5A-54 of GSA-63 Appendix GSA F i re Area: C-30 M-663-00017A, Revision W03 Structural Steel Fireproofing Data Room-Elevation:
3406-2016 Build i ng:
Description:
C orridor No. 2 Room Sketch: HAZ #1 Sketch HAZ Sk etch 1 HAZ #1 Photo Co n trol , A If' 10" C/1 1/MIJF/, .. "Til liJ l 340i.o I Page GSA-55 of GSA-63 Appendix GSA Fire Area: C-35 M-663-00017A , Rev i sion W03 Structural Steel Fireproofing Data 3406-2016 HAZ #2 Sketch <i!.<..rODoJ
- 8 W:Wlbol:llll.
HAZ #2 Photo 'flllt.c;. ON G.O , SCT .3 +o 4"
<..I RICMI'I'S ltJ CLoSG f'eo.J HA"Z. l: TcSM. Page G5A-56 of G5A-63 Appendix GSA M-663-00017A , Rev i s i on W03 Structural Steel Fireproofing Data Room-Elevation:
3412-2016 Building: Control
Description:
Emergency Shower & E y e wash Area Room Sketch: EL/fYl.Oih. (NTS) HAZ #1 Sketch fl. *' ... ** I> .. HAZ #1 Photo ' AL'B 1 )<.t TIJ 1XS" yEJi!'( Ttl IC P::. AITi/1!> ., *i, < I I **-.. * ;) : j _._ Page GSA-57 of GSA-63 Appendix GSA Fire Area: C-35 M-663-00017A , Revis i on W03 Structural Steel Fireproofing Data 3412-2016 HAZ #2 Sketch .. * . t .. n. I# * * .. "' l't 1 1 i(o oJt 4U.3<>'\5 4<i3o4t..
Vtt:W sour-f !;,eC.77&.U
.4 -A r I S A '3 u+* *f'TIIIG A T HAZ #2 Photo Page G5A-58 of G5A-63 Appendix GSA M-663-00017A , Rev i sion W03 Page G5A-59 of G5A-63 Structural Steel Fireproofing Data Appendix GSA 3412-2016 HAZ #3 Sketch ..
A-A HAZ #3 Photo M-6 63-00017A , R e v i s i o n W03 Structural Steel Fireproofing Data Room-Elevat i on: C036-2000 Building: Descrip t ion: Cable Chase@ CA-C6 , 2000-0 to 2016-0 , Room Sketc h: HAZ #1 S k etch AU. (dN/Jf.JITS 141 '-'-" PfM.t ti1*Vi' To "1-i A£ E,qit"R..
Room 33ot. 1\.lC I HAZ #1 Photo Page GSA-60 o f GSA-63 Appendix GSA Control F i re A r ea: C-36 M-663-00017 A , Revision W03 Structural Steel Fireproofing Data Room-Elevation
- C037-2000 Building:
Description:
Cable Chase @ CA-C3 , 2000-0 to 2016-0 Room Sketch: 'i <o"'l> 2 10 34 A LL t! ra1J.J) "'" 61.E c.. rrr+Sc A il<'
I1HZ0\4E.tt rle.ft Contro l IC 1J 'A 3:.f"'J3 v HAZ #1 Sketch . -0 . u-?loot HAZ #1 Photo Page GSA-61 of GSA-63 Appendix GSA F i re Area: C-3 7 M-663-00017 A , Rev i sion W03 Page GSA-62 of GSA-6 3 Structural Steel Fireproofing Data Appendix GSA C037-2000 HAZ #2 Sketch HAZ #2 Photo M-663-00017A , Revis i on W03 Page GSA-63 of GSA-63 Structural Steel Fireproofing Data Appendix GSA Room-Elevation
- 6202-2026 Building:
Fuel F i re Area: F-05
Description:
Elec t r i cal Equ i pment Room Room Sketch: V vT v H I _. HAZ #1 Sketch HAZ #1 Photo Wolf Creek Nuclear Operating Corporation f\k663-00017 A, Rev i s i on W01 Attachment H Page 1 of 1 Fire Protection Evaluations for Unique or Unbounded Firestop and Cable Tray Cover Conf i gurations (There are currently no evaluations in this attachment)