WM 16-0008, Wolf Creek Generating Station Updated Safety Analysis Report (Usar), Revision 29, Drawing M-663-00017A, Rev. W01, Fire Protection Evaluations for Unique or Unbound Fire Barrier Configuration, Page B13-26 to G1A-162

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Wolf Creek Generating Station Updated Safety Analysis Report (Usar), Revision 29, Drawing M-663-00017A, Rev. W01, Fire Protection Evaluations for Unique or Unbound Fire Barrier Configuration, Page B13-26 to G1A-162
ML16204A149
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Site: Wolf Creek Wolf Creek Nuclear Operating Corporation icon.png
Issue date: 05/31/2016
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M-663-00017A, Revision WO 1 Page B13-26 of B 13-88 Fire Area (Side t): A-25 M4X Dw: M-OX1331 Fire Area (Side 2): A-l 10. Annular Gap (smallest):

1-1 12" 11. Gap between pen: NIA 12. Barrier Type: R 13. Opening Sleeved or Concrete:

Steel 14. Pipe Insulated:

No ** Wayne Aregood Prepared By: Jeff Suter Rwiewed By: Penetration Seal Data Appendix:

~q3 Penetration

  1. Pi 3380788 Penetration Type: RB-5A Loc.lElev.:

2000'-0" I. Barrier Thickness:

12" 2. Opening Size: 20"D 3. Penetrants:

(1) 14°F 4. Sealant Type: HDSElHDLE, Ceramic Fiber 5. Damming Sidel: Boot 6. Damming Side 2: Boot 7. Damming Continuity (Accmej):

NIA 8. Boat Condiiion (AcclRej):

Accept 9. Sealant Depth; Assumed Per Detail Walkdown Comments:

Slab thickness determined by Drawing C-1 C131 I. ** Top side pipe is covered with Armaflex wrth battom side pipe covered with insulation.

Sketch:

M-663-00017A, Revision W01 Page B 13-27 of B 13-88 Penetration Seal Data Appendh: 813 'I I Photos: PI 33S0788 "I I Fire Area A-25 (Side 1) Fire Area A-25 (Side 1) Fire- A-I Fire Area A-I (Side 2)

  • I *

'Seal Data Heat Affected Zone Review: P133S0788 F ir e Area (S ide 1) A-25 1. Annaflex on pipe: Additional Evaluation Required Fire Area (Side 2) A-1 No i ssues Within Heat Affected Zone Sid e 1 P hot o S i de 2 Photo Sketch FA: A-21 Sldl1

  • I . . * * .. ..
  • t-Page 813-28 of B I3-88 Appe n dix: B13 Rev i ew D i stances J 14" Pipe L1 & L2 Temp. R1 Radius R2 Radius Dlst. (ft) (Of) (In) (In) 0.5 1721 4.6 J 5.9 1 1539 3 , 8 i 5.1 1.5 13n 3 1 4.4 2 1233 2.4 ! 3.8 2.5 1105 1.8 3.2 3 991 1.3 2.7 '3.5 889 0: 9 2.2 4 799 0.4 1.8 4.5 719 0.1 1.4 . 5 647 Conta ct 1.1 5.5 583 0.8 6 1 527 0.6 6.5 477 0.3 7 432 0.1 7.5 392 Contact .IJ * *. . . ' . * * .,. ,:. .t.--* ..

M-663-000 17A, Revision W0 1 Sketch: Fire Area (Side I); 8-8 MOX Dwg: M-1x4921 Page B 13-29 of B 13-88 , I I II I 11 I Fire Area (Side 2): A-25 10. Annular Gap (smallest):

1-112" 1 1. Gap between pen: NIA 12. Barrier Type: 13. Opening Sleeved or Concrete:

Steel 14. Pipe Insulated:

No JeHSuter Prepared By: Wayne Aregood Reviewed By: Penetration Seal Data Appendix:

813 Penetration

  1. P133W2037 Penetration Type: M-I LodEh.: 2021'-6" 4. Barrier Thickness:

36" 2. Opening Sire: 18"D 3. Penetrants:

(1)12"P 4. Sealant Type: Foam 5. Damming Sidel: Ftush with barrier plane 6. Damming Side 2: Recessed 26-112" 7. Damming Continuity (AdRej): Accept 8. Boot Condifian (AcdRej):

NIA 9. Sealant Depth: 7-1 12" Walkdown Comments:

Barrier thickness determined by Drawing C-1 C1331 (wsa) I 5 I.' i- M-663#017A, Revision W01 Page B13-30 of B13-88 Penetration Seal Data Appendix:

Bt3 Photos: P133W2037 Fire Area A-8 (Side 1 ) Fire Area A-8 (Side I) (Side 2) Fire Area A-25 (Side 2)

  • *
  • Rev isi on WO I Penetration Sea t l Data Heat Affected Zone Review: P133W2037 Fire Area (Side 1) A-8 1 1" conduit (no 10) within Heat Affected Zone F i r e Area (Side 2) A-25 2. 2" Conduit (no 10) within Heat Affected Zone , routed up through ceiling and into Cont. Pene E-240. S i de 1 Photo Sk et ch FA: A-a Slde1 S i de2 Photo Page 8 13-31 ofBl3-88 Appendix: 813 Review Distances 12wPipe L1 & L2 Temp. R1 Radius R2 Radius Dist. {ft) rF) (In) (in) 0.5 17 1 2 4.6 <5.9 1 '1524 3.7 5.1 1.5 1357 3 4.3 2 1209 2.3 3.6 2.5 1078 '1.7 I 3.1 3 962 1.2 2.5 3.5 860 I o.1 2.1 4 76 9 0.3 1.7 4.5 689 Contact 1.3 5 618 I 1 5.5 555 0.7 6 499 0.4 6.5 450 0.2 7 406 0 7.5 .368 C ontact I M-663-00017A, Revision W01 Sketch: Fire Area (Side 1): A-8 M-OX Dwg: M-1x1921 Page B 13-32 of B 13-88 r Fire Area (Side 2): A-25 10. Annular Gap (smallest):

1-112" 4 1. Gap between pen: MIA 12. Barrier Type: W 13. Opening Sleeved or Concrete:

Steel 14. Pipe Insulated:

No Jeff Suter Prepared By: Wayne Aregood Reviewed By: Penetration Seal Data Appendix:

813 Penetration

  1. PI 33W2042 Penetration Type: M-I LocJElev.:

2021 '-6" 1. Barrier Thickness:

36" 2. Opening Size: 18"D 3. Penetrants:

(1 )lTP 4. Sealant Type Foam 5. Damming Sidel: Flush with barrier plane 6, Damming Side 2: Recessed 26-1 12" 7. Damming Continuity (AcdRej):

Accept 8. t3oot Condition (AcdRej):

NIA 9. Sealant Depth: 7-112" Walkdown Comments:

Barrier thickness determined by Drawing C-1 C1331 (wsa)

M-663-00017A, Revision W01 Page B 13-33 of B 13-88 1 I Penetration Seal Data Appendix:

813 I 11 Photos: P133W2042

-1 Fire Area A-8 (Side 1 ) (Side 2) Fire Area A-8 (Side 1 ) Fire Area A-25 (Side 2)

  • *
  • M-663-000 17A, R evisio n WOI Penetration Seal Data Heat Affected Zone Rev i ew: P133W2042 Fire A r ea (Side 1) A-8 1. 2" Conduit 1U1096 within Heat Affected Zone. Further review determ in ed that this raceway i s not PFS S O. Set-route control is n e cessary. Fire A r ea {S ide 2) A-25 2. U n scheduled 2" Conduit w i thin Hea t Affected Zone S ide 1 P hoto Side2Photo Sketch Page B 13-34 of B 13-88 Appendix: 813 Review Dista nc es (Refenwlo&

M-663-000 1 7A. FCji.Q 12" Pipe L1 &L2 Temp. R1 Radius R2Radius Dist.lftl (Of) (in) (In) 0.5 17 1 2 4.6 5.9 1 1524 3.7 5.1 1.5 1 357 3 4.3 2 2.3 3.6 2.5 1.7 3.1 3 9 62 1.2 2.5 3.5 86 0 0.7 2..1 4 769 0.3 u 4.5 689 Contact u 5 '6 18 1 ' 5.5 555 0.7 6 499 0.4 6.5 4 50 0.2 7 406 0 7.5 368 Contact

  • M-663-000 174 Revision WO 1 Page 8 13-35 of B 13-88 1 Sketch: Fire Area (Side 1): A-24 M-DX Dw~: M-1x1341 Fire Area (Side 2): A-l 10. Annular Gap (smallest):

2" 11. Gap between pen: N/A 12. Barrier Type: R 13. Opening Steeved or Concrete:

Steel 14. Pipe Insulated:

' No Wayne Aregood Prepared By: Jeff Suter Reviewed By: Penetration Seal Data Appendix:

~13 Penetration

  1. P13480877 Penetration Type: RB-5A LocElev.:

2000'-0" 1. Barrier Thickness:

12" 2. Opening Si: 20"D 3. Penetrants; (1) 14*P 4. Sealant Type: HDSEIHDLE, Ceramic Fiber 5. Damming Side1 : Boot 6. Damming Side 2: Boot 7. Damming Continuity (AcdRej):

NIA 8. Boot Cowtion {AcdRej):

Accept 9. Sealant Depth: 14" ** Walkdown Comments:

Slab thickness based on drawing C-1 C131 I. ' Pipe deemed not insulated due to topside pipe has Atmaflex, no insulation.

  • ' Sealant depth determined by inspection report.

M-663-00017A, Revision W01 Page B 1 3-36 of B 13-88 Penetration Seal Data Photos: PI 34S0877 Fin Area A-24 (Side 1) Fire Area A-I (Side 2) Fire Area A-24 (Side I) Fire Area A-1 (Side 2)

  • *
  • M-663-000 17A, Re v is i on WOI Penetration Seal Data Heat Affected Zone Review: Fire Area (Side 1) A-24 1. Arm afle x o n pipe. Fire Area (Side 2) A-1 No i ssues wit hin H eat Affected Zone. Side 1 Photo S k e tc h FA: A-M Slde1 ' .
  • l P134S0877 Side 2 Photo Page 81 3-37 of B 13-88 Appendix: 813 Review Distances (Re!IIWICI M-663-01Xl 1 7A, f1Qin 1.2.3-1) I I L1 & L2 , Dlst. (ft) 0.5 1 1.5 2 2.5 3 3.5 4 4 , 5 5 5.5 6 6.5 7 7.5 14" P i pe Temp. R1 Radius r F) (in) 1721 4.6 1 5 39 3.8 1377 3 1 2 33 2.4 1105 1.8 '991 1.3 8 8 9 0.9 799 0.4 719 0.1 647 Contact 583 527 4 77 43 2 I 392 I FA:A-1 INeZ R2 Rad i us (I n) 5.9 5.1 4.4 3.8 3.2 2.7 2..,2 1.8 1.4 1.1 0.8 0.6 0 . .3 0.1 Cont a ct I M-663-000 1 7A, Revision WO 1 Page Bf 3-38 of: Sketch: Fire Area (Side 1): A-8 M-OX Dwg: M-1x1921 Fire Area (Side 2): A-24 10. Annular Gap (smallest):

2" 1 I. Gap ktween pen: NIA 12. Barrier Type: W 13. Opening Sleeved or Concrete:

Sied 14. Pipe tnsulated:

No Jeff Suter Prepared By: Wayne Amgood Reviewed By: Penetration Seal Data Appendix:

BI 3 Penetration

  1. Pi 34W2054 Penetration Type: M-I klElev.: 2072'-3" 1. Barrier Thickness:

36" 2. Opening Size: IeuD 3. Penetrants:

(1)12"P 4. Sealant Type: Foam 5. Damming Sidel: Recessed 26-112" 6. Damming Side 2: Flush with barrier 7. Damming Continuity (AeclRej):

Accept 8. Boot Condidion (AcclRej):

NIA 9. Sealant Depth: 8-112" Walkdown Comments:

Barrier thickness determined by Drawing C-OC1341 (wa)

M-663-00017A, Revision W01 Page B 13-39 of 8 13-88 I Penetration Seal Data Appendix:

813 1 Photos: P134W2054 Fire Area A-8 (Side I) Fire Area A-24 Fire Area A-8 (Side 1) (Side 2) Fire Area A-24 (Side 2)

M-663-000J7A, Revision WOl

  • Penetration Seal Data Heat Affected Zone Review: P134W2054 Fire Area (Side 1) A-8 1. 3/4" CMT Lighting Conduit (to Panel OAOS): Not within Heat Affected Zone. 2. 24" Cable Tray 5A3C01: Not with in Heat Affected Zone. Fire Area (Side 2) A-24 No issue& with in Heat A ff ected Zone Side 1 Photo Side 2 Photo
  • opho Sketch FA: W tlde1
  • Page B 13-40 of B J 3-88 Appendix: 813 Rev.iew Distances (R8fwante Ma3-0001TA.

Fbn 7.2.3-1)

L1 & L2 Temp. R1 Radius R2 Radius Disl (ft) (*F) (in) (in) 0.5 1712 4.6 5.9 1 152 4 3.7 5.1 1.5 3 4.3 ---2 4209 2.3 3_6 2.5 1078 1.7 3.1 3 962 1.2 2.5 3.5 860 0.7 2.1 4 I 769 0.3 1.7 4.5 1 689 Contact 1.3 5 618 1 5.5 555 0.7 6 499 0.4 *6.5 450 0.2 7 406 0 7.5 368 Contact M-663-000 17A, Revision WO 1 Page B1341 of B13-88 '1 Sketch: fire Area (Side 1): A-1 6 MQX Dwg: M-1 XI 41 1 Fire Area (Side 2): A-8 10. Annular Gap (smallest):

1 31T6" 1 1. Gap between pen: NIA 12. Barrier Type: F 13. Opening Sleeved or Concrete:

Sbd 14. Pipe Insulated:

No Jeff Suter Prepared By: Wayne Aregood Reviewed By: Penetration Seal Data Appendix 813 Penetration

  1. PI 41 S? 01 5 Penetmtion Type; LocJEtev.:

2026'-0" I. Barrier Thickness:

20" 2. Opening Size: 30HD 3. Penetrants:

t7)24*P 4. Sealant Type: Foam 5. Damming Side1 : NlA 6. Damming Side 2: Recessed 10" 7. Damming Continuity (AcclRej):

Accept 8. Bmt Condion (AcclRej):

WA 9. Sealant Depth: 9', Reject Walkdown Comments:

Slab thickness based on C-OC141 I. 118" separation of foam at sleeve south end due to pipe movement.

Recessed depth on bottom side is based on inspection from the floor. Detail changed to M-6A based on field inspection.

I Page B13-42 of BI3-88 Fire Area A-16 (Side 1) (Side 2) Fire Area A-8 (Side 2) Penetration Seal Data Appendix:

1313 Photos: P141S1015 Fire Area A-1 6 (Side 1 j Fire Area A-8 r - I I

  • *
  • M-663-000 17A, Re v i si on WOl Penetration Seai i Data Heat Affected Zone Review: Fire Area (Side 1) A-16 1 4" Pipe with Armaflex Insulation
2. 4" Pipe with Armaflex I nsu l ation Fire Area {Side 2) A-a No i ssues with i n Heat Affected Zone. Side 1 Photo Sketch FA: A-11 *stde1 -l . .. P14151015 Side 2 Photo Page 813-43 of B 13-88 Appendix: 813 Review Distances (Ral'erenca fMi63.000 17A.

7.2.3-1 l L1 &L2 Dist. (ft) 0.5 1 1.5 1 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 24* Pipe Temp. R1 Radius rFl (In) 1763 1 4.8 1615 ]4.'1 1480 3.5 1357 3 1244 2.5 1141 2 1048 1.6 962 1.2 884 0.8 0.5 748 0.2 689 Contact 635 585 ' 540 '499 ]462 1 427 396 FA: A-1 Slde2 R2Radlus (in) 6.1 5.5 4.9 4.3 3.8 3.'3 2.9 2.5 2.2 I 1.9 H) 1.3 1.1 0.8 0.6 0.4 0.3 0.1 Contact M-663-00017A, Revision W0 1 Fire Area (Side 1): A-4 6 MQX Dw~: M-1X1411 Page B 1344 of 8 13-88 I lO.AnnularGap(srnalest):

7-5/16 1 1. Gap between pen: NIA 12. Barrier Type: 13. Opening Sleeved or Cmcreie: Steel 14. Pipe Insulated:

No Jeff Suter Prepared By: Wayne Aregood Reviewed By: Penetration Seal Data Appendix:

B13 Penetration

  1. PI 41 Sf 023 Penetration Type: M-6A LocJEfev.:

2026' 1. Barrier Thickness:

12" 2. Opening Si: 24"D 3. Penetrants: (l)lBHP 4. Sealant Type; Foam 5. Damming Side1 : NIA 6. Damming Side 2: Flush with barrier 7. Damming Continuity

{AeclRej):

Accept 8. W Condition (AccRej):

NIA 9, Sealant Depth: 12" Walkdown Comments:

Slab thickness based on C-OC1411.

Detail changed to M-6A. Sketch:

M-663-000 17A, Revision W0 1 Fire Area A-1 6 (Side 1 ) (Side 2) Fireha A-8 (Side 2) Page B 13-45 of B 13-88 Penetration Seal Data Appendix:

813 Photos: P14lSt023 Fire Area A-16 (Side 1) Fire Area A-8

  • *
  • M-663-00017A, Revision WOl Penetration Seal Data Heat Affected Zone Review: P141S1023 Fire Area (Side 1) A-16 No issues within Heat Affected Zone. Fire Area (Side 2) A-8 No issues within Heat Affected Zone. Side 1 Photo Side2 Photo Sketch Page 813-46 of BB-88 Appendix: 813 Review Distances FlgLn 7.2.3-1) 18R Pipe L1 & L2 Temp. R1 Radius R2Radlus Dist. (ft) ("F} (in) (in) 0.5 1741 4.7 6 1 1576 3.9 5.3 1.5 1 426 3.3 4!6 2 1292 2.7 4 2.5 1171 2.1 3.5 3 1062 1.6 3 3.5 964 1.2 2.5 4 875 0.8 2.1 4.5 795 0.4 1.8 5 724 0.1 1.5 5.5 659 Contact 1.2 6 600 0.9 6.5 548 0.7 7 501 0.5 7.5 458 8 419 I 0.1 8.5 385 Contact No sketch required. . I M-663-000 17A, Revision WO 1 Page B 13-47 of B 13-88 Sketch; FireArea(Sldr I): A-16 M4X Dwg: M-1x1919 Fire Area (Side 2): A-26 10. Annular Gap (smallest):

1 " 1 1. Gap between pen: NIA 12 Barrier Type: 13. Opening Sleeved or Concrete:

Steel 14. Pipe lnsdated:

No Jeff Suter Prepared By: Penetration Seal Data Appndix: 813 Penetration

  1. PI 41 W1907 Penetration Type: NI-I LOcJElev.:

2041 '-6" I. Barrier Thickness:

f 2" 2. Opening Size: 18"D 3. Penetrants:

(1)12"p 4. Sealant Type; Foam 5, Damming Sidel: Flush with barrier plane 8. Damming Side 2: Recessed 2" 7. Damming Continuity (AeelRej):

Accept 8. Boot Condition (AcdRej):

WA 9. Sealant Depih: 8" Wal kdown Comments:

Wayne Aregood Reviewed By:

M-663-000 1 7A, Revision W01 Page B 13-48 of I3 13-88 Penetration Seal Data Appendix:

BI~ Photos: PI41 W1907 Fire Area A-1 6 (Side 1) Fire Area A-26 (Side 2) 1 Fire.,m_a A-26 (Side 2)

  • *
  • M-663-0001 7 A, Re v is i on WOl Penetration Seal Data Heat Affected Zone Review: P141W1907 Fire Area (Side 1) A-16 No issues within Heat Affected Zone F i re Area (S i de 2) A-26 No issues within Heat Affected Zone Side 1 Photo Side2Photo S k e tc h Page B 13-49 of B 13-88 Appendix:

813 Review Distances 12" PIJ)e L1 & L2 Temp. R1 Radius R2 Radius Dist. (ft) ("F) (in) (in) 0.5 1712 4.6 5.9 1 3.7 5.1 1.5 1 357 '3 4.3 2 1209 2.3 3.6 2.5 1 0 78 1.7 3.1 3 9 62 1.2 2.5 3.5 8 60 1 0.7 2.1 4 769 0.3 1.7 4.5 689 Co n ta ct 1.3 5 1 618 1 ' 5.5 555 0.7 6 . 4 99 0.4 6.5 45 0 0.2 7 4 06 0 7.5 368 C ont a ct I I No sketch requ*red .

M-663-000 17A, Revision WO 1 Page B 13-50 of B 13-88 Sketch: FA' All swr1 Fire Area (Side I): A-1 6 M4X Dwg: ha-1x1919 Fire Area (Side 2): A-26 f 0. Annular Gap [smallest):

1-fl2" It. Gap between pen: NIA f 2. Barrier Type: i 3. Opsrting Sleeved or Concrete:

Steel 14. Pipe Insulated:

No Jeff Suter Prepared By: Wayne Aregood Reviewed By: Penetration Seal Data Appendix:

BI 3 Penetration

  1. PI41 W1908 Penetration Type: M-7 Lmc.Elev.:

2041 '-6" 1. Bavier Thickness:

1 2" 2. Opening Size: 18"D 3. Penetrants:

(7 )22"P 4. Sealant Type: Foam 5. Damming Side1 : Flush 6. Damming Side 2: Recessed 3" 7. Damming Continuity (AcdRej):

Accept 8. Boot Condition (AcdRej):

NIA 9. Sealant Depth: 7" Walkdown Comments:

I M-663-000 I 7A, Revision W0 1 Page Bl3-51 of B13-88 Penetration Seal Data AP~OII~~X:

813 1 Photos: PI41 W1908 Fire Area A-1 6 (Side 1) Fire Area A-26 Fire Area A-1 6 (Side 1 ) (Side 2) Fire Area A-26 (Side 2)

  • *
  • M-663-0001 7A, Rev isio n WOl Penetration Seal Data Heat Affected Zone Review: P141W1908 Fire Area (Side 1) A-16 No i ssues with i n Heat Affected Zone Fire Area (Side 2) A-26 No issues within Heat Affected Zone Side 1 Photo Side2 Photo Sketc:h Page B 1 3-52 of B Appendix: 813 Review Distances (FWelw1ce M-W-000 17A, Flgule 7.2.3-1) 12" Pipe L1 &L2 Temp. R1 Radius R2 Radius Dist. (ft) ("F) (In) (in) 0.5 1712 4.6 5.9 1 1524 1 3.7 5.1 1.5 1357 3 4.3 2 I 1209 2.3 3.6 '2.5 1078 1.7 3 962 1.2 2.5 3.5 860 '0.7 '2.1 4 769 0.3 1.7 4.5 689 Contact 1.3 5 *618 ' 1 5.5 555 0.7 6 499 0.4 6.5 450 0.2 7 406 0 7.5 368 eon tact No sketch requir
  1. PI41 W1913 Penetration Type; M-I I. Barrier Thickness:

12" 2 Opening Size: 12-0 3. Penetrants:

f 1 )B"P 4. Sealant Type: Foam 5. Damming Side1 : Recessed 3-112" 6. Damming Side 2: Flush 7. Damming Continuity (AcdRej):

Accept 8. Boot Condition

[Acmej): NIA 9. Sealant Depth: 6- 112" Fire Area (Side f ): A-16 M4X Dwg: M-1x1919 Fire Area (Side 2): A-26 Walkdown Comments:

Barrier thickness based on drawing M-I XI41 1. Sketch: 10. Annular Gap (smallest):

I-f 12" 11. Gap between pen: NIA 12. Barrier Type: 13. Opening Sleeved or Concrete:

Steel 14. Pipe Insulated No Jeff Suter Prepared By: Wayne Aregood Reviewed By:

M-663-000 1 7A, Revision W01 Penetration Seal Data Appendix:

813 Photos: PI41 W1913 Fire Area A-16 (Side 1) e - Fire Area A-26 (Side 2) I rn rn Fire Area A-1 6 (Side 1 ) Fire Area A-26 (Side 2)

M-663-00017A, Revision W01 Fire Area (Side I): A-1 6 MOX Dwg: M-1x1421 Page B 13-55 of B 13-88 Fire Area (Side 2): A-3 10. Annular Gap (smallest):

2" 1 1. Gap between pen: NIA 12. Barrier Type: 13. Opening Sleeved or Concrete:

Steel 44. Pipe Insulated:

No Prepared By: Wayne Aregood Reviewed By: r Penetration Seal Data Appendix:

BI~ Penetration

  1. P142S1083 Penetration Type: M-I Ldlev.: 2026'-0" 1. Barrier Thickness:

20" 2. Opening Size: 30"D 3. Penetrants: (I )24*P 4. Sealant Type: Foam 5. Damming Side1 : NIA 6. Damming Side 2: Assumed per detail 7. Damming Continuity (AcclRej):

Accept 8. Boot Condition (AcclRej):

NIA 9. Sealant Depth: Assumed per detail Walkdown Comments:

Stab thickness based on C-OC141 I. Insulation abuts bottom side of penetration.

Top side is not insulated.

Original inspection document indicates 6" foam depth (wsa). Sketch:

Page B13-56 of BI3-88 (Side 2) FireArea A-46 (Sidef) Fire Area A-3 (Stde 2) Penetration Seal Data Appendix:

BI~ Photos: P142SlQ83 Fireh A-16 (Side11 FIE- A-3 L

  • *
  • M-663-000 17A, R evisio n WOl Penetration Seal Data Heat Affected Zone Review: Fire Area (Side 1) A-16 There are no issues w i thin the Heat Affected Zone. Fire Area (Side 2) A-3 There are no issues within t he Heat Affected Zone. Side 1 Photo Side2 Photo quired. Sketch Page B 13-57 of B 13-88 Append i x: 813 Review Distances (Ref erence Fogwe7 .2.3-1) 24ft Pipe L1 &L2 Temp. R1 Radius R2 Radius Dist. (ft) ("F) (in) (In}_ 0.5 1763 1 4.8 6.1 1 1615 : 4.1 5.5 1.5 1480 3.5 4.9 2 13 57 3 4.3 2.5 1244 2.5 3.8 3 . 1141 2 3.3 3.5 1048 1.6 2.9. 4 962 1.2 2.5 --4: 5 884 0.8 2.2 5 813 0.5 1.9 5.5 748 0.2 1.6 6 689 Contact :1.3 6.5 635 1.1 7 585 7.5 540 0.6 8 499 0.4 8.5 462 0.3 9 427 0.1 9.5 396 Contact No sketch required .

Page B13-58 of Sketch: Fire Area (Side I): A-1 6 M-OX Dwg: MIXf 421 Fire Area (Side 2): A-3 10. Annular Gap (smallest):

2" 11. Gap between pen: NIA 12. Barrier Type: 13. Opening Sleeved or Concrete:

SW 14. Pipe Insulated:

No Jeff Suter Prepared By: Wayne AregcQd Reviewed By: - - Penetration Seal Data Appendix:

813 Penetration

  1. P142S1086 Penetration Type: FEl LocJElev.:

2026'4" I. Barrier Thickness:

12" 2. Opening Sire: 30"D 3. Penetrants: . Ll,).24"P

4. Sealant Type; Ceramic Fiber 5. Damming Side1 : Boot 6. Damming Side 2; Boot 7. Damming Continuity (AcclRej):

WA 8. Boot Condition (Acmej): Accept 9. Sealant Depth: Assumed per detail Wal kdown Comments:

Slab thickness based on C-OC1411.

M-663-00017A, Revision W0 1 Page BI3-59 of BI3-88 Penetration Seal Data Appendix:

~13 Photos: P142S1086 Fireha A-1B (Siiel) Fireha A3 - Fire Area A-16 (Side 1) (Side 2) Fireha A-3 (Side 2)

Revision WOl Penetration Seal Data

  • Heat Affected Zone Review: P142S1086 Fire Area (Side 1) A-16 1 Armaflex insulation Fire Area (Side 2) A-3 Cond.1U1F2K.

not within Heat Affected Zone 2. 1*112" Cond. 6J1118, not within Heat Affected Zone 3. 2" Cond. 6U 1168. not within Heat Affected Zone Side 1 Photo Side 2 Photo

  • Sketch
  • Page B 13-60 of B 13-88 Appendix: 813 Review Distances 24" Pipe I L1&L2 Temp. R1 Radius R2 Radius Dist. (ft) I"F) Jln) {in) 0.5 1763 4.8 6.1 1 161'5 4.1 5.5 1.5 I 14ao 3.5 4.9 2 1357 3 4.3 2.5 1244 2.5 3.8 3 1141 2 3.3 3.5 H)48 2.9 4 962 1.2 2.5 4.5 884 0.8 2.2 5 813 0.5 I 1.9 5.5 748 0.2 1.6 6 689 Contact 1.3 6.5 635 H 7 585 I 0.8 7.5 540 I 0.6 8 499 0.4 8.5 462 0.3 : g 427 0.1 9.5 396 Contact I I Page B13-6I of B13-88 M-663-000 1 7A, Revision W0 1 Penetration Seal Data Appendix:

813 Penetration

  1. P142W1932 Penetration Type: M-6A LocJElev.:

2030'4" I. Barrier Thickness:

36" 2. Opening Si: 24"D 3. Penetrants:

(1)18*P 4. Sealant Type: Foam 5. Damming Sidh : flush 6. Damming Side 2: Recessed 25" 7. Damming Continuity (AcclRej):

Accept 8. Boot Condition (AcelRejJ:

NIA 9. Sealant Depth: 9" Walkdown Comments:

Barrier thickness based on drawing G-1 C1421. Changed detail to M-6A based on field inspection.

Damming on I side two is irregular in depth. Top portian of seal is recessed 25", while bottom portion is recessed 14". b ' I 3 -u &-it* a- .. , . .. #&Mi -- Fire Area (Side 1): A-1 6 M-OX Dw~: M-1x1919 Fire Area (Side 2): A-I 0 10. Annular Gap (smallest):

2" 11. Gap between pen: NIA 12. Barrier Type: 13. Opening Sleeved or Concrete:

Steel 14. Pip Insulated:

No Jeff Suter Prepared By: Wayne Aregcd Reviewed By: Sketch:

. . M-663-000 1 74 Revision W0 1 Page B13-62 of 813 Penetration Seal Data Appendix

BI~ I Photos: P142W1932 Fire Area A-1 6 (Side 1 ) Fire Area A-16 (Side 1) Fire Area A-1 0 (Side 2) Fire Area A-I 0 (Side 2)

  • *
  • M-663-000 1 7A, R ev i sio n WOl Penetration Seal Data Heat Affected Zone Review: P142W1932 Fir e A r ea (Si de 1) 1. 1-112" Cond. 1 U 10 15: Not with i n Heat Affected Zone 2. 1*112" Cond. 1 U10 1 4: Not with i n Heat Affected Zone 3. 1*112" Cond. 1 U101 3: Not w ithin Heat Affected Zone 4. 1-112* Cond. 1 U1012: Not wi th i n Heat Affected Zone F i re A r ea {S ide 2) A-10 No is sues within Hea t A f fected Zo ne Side 1 P hoto S i de 2 Photo Sketch FA: A-11 lkll 1 . ----; ' Page 8 13-63 of B 13-88 Appe n dix: 813 Rev i ew D i stances !R8felenc8 M-663-00017A.,...

7.2.3-1 ) 18" Pipe L1 &L2 Temp. R1 Radius R2 Radius Dist. (ft) rn Jin) (in) 0.5 1741 4.7 6 1 1576 3.9 5.3 1.5 1426 3.3 4.6 2 1292 . 2.7 4 2.5 1171 : 2.1 3.5 3 1 062 1.6 3 3.5 964 1.2 2.5 4 $75 '0.8 2.1 4.5 795 OA 1.8 5 724 0.1 1.5 5;5 659 C on ta ct 12 6 600 0.9 6.5 54 8 0.7 7 5 01 0.5 7.5 4 58 0.3 8 419 0.1 8.5 385 C ontact M-663-000 1 7A, Revision WOl Page 3 13-64 of B 13-88 Sketch: Fire Area (Side 2): A-5 10. Annular Gap (smallest):

112* 11. Gap between pen: NIA 12. Barrier Type: 13. Opening Steed or Concrete:

Steel 14. Pipe Insulated:

No Wayne Aregood Prepared By: Jeff Suter Fieviewed By: Penetration Seal Data Appendix:

813 Penetration

  1. P143W2514 Penetmtion Type: M-g LocElev.:

2043'4" I. Barrier Thickness:

12" 2. Opening Size: 18'0 3. Penetmnts:

(1)12"P 4. Sealant Type: Foam 5, Damming Side1 : 3-112" recessed 6. Damming Side 2: flush 7. Damming Continuity (AcdRej):

Accept 8. Boot Condition (Acc/Rej):

NIA 9. Sealant Depth: 6- 112" Walkdown Comments:

Barrier thickness determined by Drawing C-OC1431.

see Plan View at Elevation 2038'-4114".

M-663-000 1 7A, Revision WO I Page B f 3-65 of B 13-88 (Side 2) Fire Area A-5 (Side 2) Penetration Seal Data Appendix:

BI 3 Photos: P143W2514 Fire Area A-1 6 (Side 1 ) Fire Area A-5 Fire Area A-16 (Side 1)

  • *
  • M-6 63-0001 7A, Revision WOl Penetration Seal Data Heat Affected Zone Review: P143W2514 Fire Area (Side 1) A-16 1. 24" Cable Tray 5U5A94, within Heat Affected Zone. Further review determined that this cable tray is not PFSSO. Set-route control is necessary
2. Cable Airdrop from 1" Conduit 5U5A1M, within Heat Affected Zone. Further review determined that this cable is not PFSSO. Set-route control is necessary. 3. Cable Airdrop from 314" Conduit 5U438R, Not within Heat Affected Zone. F i re Area (Side 2) A-5 4. 24" Cable Tray 5U5A94, within Heat Affected Zone. Further review determined that this cable tray is not PFSSO. Set-route control is necessary. Side 1 Photo Side2Photo Sketch Page B 13-66 of 8 13-88 Appendix: 813 Review Distances 12" Pipe L1 & L2 Temp. R1 Radius R2 Radius Dist. (ft) r F) (inJ (in) 0.5 '1712 4.6 I 5.9 1 1524 3.7 5.1 1.5 1357 .3 4.3 '2 1209 2.3 3.6 : 2.5 1078 1.7 3.1 3 962 1.2 2.5 3.5 860 0.7 2.1 . 4 769 0.3 1.7 4.5 689 Cont a ct 1.3 5 618 1 --5.5 555 0.7 6 4 99 0.4 6.5 4 5 0 j 0.2 7 40 6 0 7.5 368 C o nta ct I M-663-000 1 74 Revision W0 1 Page B 13-67 of B 13-88 Sketch: Fire Area (Side 1 ): A-I 6 M-OX Dwg: M-1 XI 938 Fire Area (Side 2): A-5 10. Annular Gap (smallest):

112" 1 1. Gag between pen: NIA 12. Barrier Type: 13. Opening Sleeved lor Concrete:

SW 14. Pipe insulated:

No Wayne Aregood PrepaFed By: Jeff Suter Penetration Seal Data Appendix:

813 Penetration

  1. P143W2515 Penetration Type: M-6A LOcJElev.:

2043'-0" 1. Barrier Thickness:

12" 2. Opening Size: 18-0 3. Penetrants: (i) 12"P 4. Sealant Type: Faam 5. Damming Sidsl : 1 14" recessed 6. Damming Side 2: flush 7. Damming Continuity (AcdRej):

Accept 8. Boot Condition (AcdRej):

NIA 9. Sealant Depth: 9-314" Walkdown Comments:

Barrier thickness determined by Drawing C-OC1431, see Plan View at Elevation 2038'-4114".

Detail changed from M- I to MA based on actual sealant depth. Reviewed By:

M-663-00017A, Revision W0 1 Page B 13-68 of B 13-88 Penetration Seal Data Appendix:

813 Photos: P143W2515 Fire Area A-1 6 (Side 1) Fire Area A-5 Fire Area A-1 6 (Side 1 ) (Side 2) Fire Area A-5 (Side 2)

  • *
  • M-663-000 1 7A, R evision WOI Penetration Seal Data Heat Affected Zone Review: P143W2515 Fire Are a (S ide 1) A-16 1 , 24" Cable Tray, 5U5A94 is within Heat Affected Zone (112" clearance to Pipe strut clamp). Further review detenn in ed that this cable tray is not PFSSD. Set-rout e control is necessary. Fire Area (S i de 2) A-5 1. 24" Cable Tfay, 5U5A94 is within Heat Affected Zone (3-1/2") Side 1 Pho t o Si de 2 Ph o t o Sket c h
  • Page B 1 3-69 of B 13-88 Append i x: 81 3 Review Di stan ce s 1 12" Pipe L1 & L2 Temp. R1 Radius R2 Radius 1 Oist. (ft) ("F) (In) (in) 0.5 1712 1 4.6 5.9 1 1 1 5 2 4 3.7 5.1 1.5 1357 3 4.3 I 1209 2.3 3.6 1078 1.7 3.1 3 9 6 2 1.2 .2.5 3.5 860 0.7 2.1 4 769 10.3 1.7 4.5 689 Cont a ct 1.3 5 61 8 1 5.5 5 55 0.7 6 4 99 0.4 6.5 45 0 (1:2 7 4 06 0 7.5 368 C ontact M-663-000 1 7A, Revision W01 Sketch: Fire Area (Side 1): A-23 M4X Dw~: M-1 XI 352 Page B 13-70 of 5 13-88 1; Fire Area (Side 2): A-1 5 10. Annular Gap (smallest):
  • 1-1 111 6" 1 1. Gap between pen: NIA 12. Barrier Type: A F 13. Opening Sleeved or Concrete:

Steel 14. Pipe insulated:

Yes Jeff Suter Prepared By: Wayne Aregood Reviewed By: Penetration Seal Data Appendix B13 Penetration

  1. P145S0952 Penetration Type: FB-I LdEtev.: 2026'-0" 1. Barrier Thickness:

24" 2. Opening Size: 24" 0 3. Penetrants: (t ) 4"P 4. Sealant Type:

Ceramic Fiber 5. Damming Sidel; Boot 6. Damming Side 2: Boot 7. Damming Continuity (AcdRej):

WA 8. Boot Condition (AcdRej):

Accept 9. Sealant Depth: Assumed per detail Walkdown Comments:

Stab thickness based on C-1 C1352. Top side of penetration is not fully accessible for inspection due to a box enclosure above penetration.

Original inspection records indicate 1-1 111 6" annular gap and the installation of the lap Seal per FCR I-BBI-305 (wsa).

M-663-00017A, Revision W01 Page B13-71 of B13-88 Penetration Seal Data ~ppndi~: 813 1 Photos: P145S0952 Fire Area A-23 (Side I ) Fire Area A-1 5 Fire Area A-23 (Side 4 ) Fire Area A-15 (Side 2)

M-663-00017A, Revision W01 Page B13-72 of B13-88 Sketch: FA: &a3 aCld.4 Fire Area (Side I): A-23 MOX Dwg: M-1 X1352 10. Annular Gap (smallest):

318" 1 1. Gap between pen: NIA 12 Bamer Type: A F W 9 3. Opening Sleeved or Concrete:

Steel P4. Pipe Insulated:

Yes Jeff Suter Prepared By: Wayne Aregood Reviewed By: Penetration Seal Data Appendix:

BI~ Penetration

  1. P145S0954 Penetration Type: FB-1 kEkv.: 2026'-On 1. Barrier Thickness:

24" 2 Opening Size: 14"D 3. Penetrants:

(1) 4"P 4. Sealant Type: Ceramic Fiber 5. Damming Side t : Boot 6. Damming Side 2: Boot 7. Damming Continuity (AcdRsj):

NA 8. Boot Condition (AcclRej):

Accept 9. Sealant Depth: Assumed per detail Walkdown Comments:

Slab thickness based on C-1C1352.

It appears that an FB-6 detail was utilized on the topside of penetration for flooding protection of insulation penetrating seal. Original inspection records indicate the installation of the Lap Seal per FCR 1 -BBl-305 (wsa), I + FA: klS M-663-000 1 7A, Revision WO 1 Page B 13-73 of B 13-88 Penetration Seal Data Appendix:

~13 Photos: Pi 45S0954 Fire Area A-23 (Side 1) Fire Area A-23 (Side 1 ) Fire Area A-15 (Side 2) Fire Area A-1 5 (Side 2)

M-663-000 17A, Revision W0 1 Page B13 FLreAreatSide 1): A-19 M9X Dwg: MIX1904 Fire Area (Side 2); CC-1 f 0. Annular Gap (smallest):

112" f f. Gap between pen: NIA $2. Barrier Type: A F 13. Opening Sleeved or Concrete:

Steel 14. Pipe Insulated:

t-b Waym Aregood Prepared By: Jeff Suter Rwiwved By: Penetration Seal Data Appendix:

61 3 Penetration

  1. Pi 52W1421 Penetration Type: M-7 LocElev.:

2055% 7 1. Barrier Thickness:

24" 2. Opening Sire: 16"D 3. Penatrants:

(1 112°F 4. Sealant Type: Foam 5. Damming Sidef: Flush 6, Damming Sick 2: 14" recessed 7. Damming Continuity (AoelRej):

Aocept 8. Boot Condition (AcdRej):

NIA 9. Sealant Depth: 8" Walkdown Comments:

Sketch:

M-663-000 1 7A, Revision W0 1 Page B13-75 of B 13-88 Penetration Seal Data Appendix:

813 Photos: P152W1421 Fire Area A-1 9 (Side 1 ) Fire Area CGI (Side 2) Fire Area CG1 (Side 2)

  • *
  • M-663-000 1 7 A, Revis i on WOI Penetration Seal Data Heat Affected Zone Review: P152W1421 Fire Area (Side 1) A-19 1 1. 1-3/4" Conduit 5U1N2R. within Heat Affected Zone. Further review de t erm in ed that thi s con d ui t I s not PFSSO. Set-route control is necessary. Fire Area (Side 2) CC-1 2. 112" EMT Lighting Condu it, not an issue 3. 112" EMT Li ghting Conduit , not an i ssue 4. 1* EMT Light i ng Conduit. not an I ssue 5. 112" EMT Li gh ti ng Conduit , not an i ssue Side 1 Photo Side2Photo uired. photo Sketch FA: A-11 _,., Page 813-7 6 of B I 3-88 Appendix: 1 813 Review D i stances (Refelwncoii'H63-<<<I17A.

7.2.3-1 ) 12"Pipe L1 & L2 Temp. R1 Radius R2 Radius Olst. (ft) ("F) (in) (in) 0.5 17 12 4.6 1 5.9 1 1524 3.7 5.1 1.5 1357 3 4.3 2 1209 2.3 3.6 2.5 107 8 1.7 3.1 3 96 2 1.2 2.5 3.5 860 0.7 2.1 4 769 0.3 1.7 4.5 1 689 Cont a d 1.3 5 6 1 8 1 5.5 5 5 5 0.7 '6 4 9 9 0.4 6.5 45 0 0.2 7 406 0 7.5 368 1 Con tact I I ' I M-663-000 17A, Revision W01 Page B 13-77 of B 13-88 Fire Area (Side I): C-1 M-OX Dwg: MI X3901 Fire Area (Side 2): CC-1 10. Annular Gap (smallest):

2" 11. Gap between pen: MIA 12. Barrier Type: A F f 3. Opening Sleeved or Concrete:

steel 14. Pipe Insulated:

No Wayne Aregood Prepared By: Penetration Seal Data Appendix:

813 Penetration

  1. P311 W0841 Penetration Type: tMA LodEkv.: 1976'4" I. Barrier Thickness:

36" 2. Opening Sue: 36"D 3. Penetrants:

(1 )WP 4. Sealant Type: Foam 5. Damming Sided: Flush 6. Damming Side 2: 19" recessed 7. Damming Continuity (AdRej): Accept 8. Boot Condition (AcclRej):

MA 9. Sealant Depth: I 5* Walkdown Comments:

Barrier thickness determined by Drawing C-I C3111. Side 2 k bulk fiber damming. Changed Detail from M-I to MSA based on actual sealant depth. Jeff Suter Reviewed By:

M-6634W17A, Revision WO 1 Page Bl3-78 of B 13-88 (Side I) Penetration Seal Data Appendix:

813 Photos: P311 W0841 Fire ha GI (Side 1) Fire Area CCI (Side 2)

  • *
  • M-663-0001 7A. Re vis ion WOl Penetration Seal Data Heat Affected Zone Review: P311W0841 Fire Area (Side 1) C-1 1. 1-1/2" Cond 5JA1W: Not within Heat Affected Zone. Fire Area (Side 2} CC-1 No i ssues w i th i n Heat Affected Zone. Side 1 Photo Sketch FA: C.1 Slde1 Side2 Photo Page B l3-79 ofBJ3-88 Appendix: 813 Review Distances (Rel'8nln<le t9JN17 ) L1 &L2 Dist. (ft) 0.5 1 1.5 2 2.5 3 3.5 4 . 4.5 5 5.5 6 6.5 7 30"Pipe Temp. R1 Radius ("F) (in) 1706 4.5 1513 3.7 1342 I 2.9 1192 2.2 1059 1.6 942 1 1.1 839 0.6 748 0.2 668 Contact 597 535 480 432 389 I FA: CC-1 81de2 R2 Radius (in) 5.9 5 4.2 3.6 3 2.4 2 1.6 1.2 0.9 0.6 0.4 0.1 Contact I M-663-000 1 7A, Revision WO 1 Page B 13-80 of B 13-88 Fire Area (Side I): C-1 MQX Dwg: M-1x3907 Fire Area (Side 2): CC-1 10. Annular Gap (smallest):

2" 41. Gap between pen: NIA $2. Barrier Type: A F 13. Opening Sleeved or Concrete:

SWl 14. Pipe Insulated:

No Wayne Aregod Prepared By: Jeff Suer Reviewed By: Penetration Seal Data Appendix:

813 Penetration

  1. P311 W0842 Penetration Type: MM Loc.lElev.:

1976'-0" 1. Barrier Thickness:

36" 2. Opening Sie: 36"D 3. Penetrants:

(1)30"P 4. Sealant Type: Foam 5. Damming Sidel: Flush 6. Damming Side 2: 20" recessed 7. Damming Continuity (AcdRej):

Accept 8. Bmt Condition (Adej): NIA 9. Sealant Depth: 14" Walkdown Comments:

Barrier thickness determined by Drawing C-1C311 t . Side 2 is bulk fiber damming. Changed Detail from M-1 to M-6A based on actual sealant depth. Sketch:

M-663-000 17A, Revision WO 1 Fire Area GI (Side 1) Page B 13-8 1 of B 1 3-88 Penetration Seal Data Appendix:

BI~ Photos: P311 WO842 Fire Area GI (Side 1) ' I- Fire Area CG1 (Side 2) I Fire Area CG1 (Side 2)

  • *
  • M-663-00017A, Revision WOl Penetration Seal Data Heat Affected Zone Review: P311W0842 Fire Area (Side 1) C-1 1. 1-1/2" Cond 5JA1W: Not with i n Heat Affected Zone. Fire Area (Side 2) CC-1 No i ssues with in H eat Affected Zone. Side 1 Photo Sketch FA:t-1 Side 1 Side 2 Photo .. * * ' ** ,;'!r* t>; : , (1.
  • r .. . (} . . . * * .. # : Page B 13-82 of B 13-88 Appendix; 813 Rev iew D'istances (RIIfaranca Mai3-0001 7 A.

7 2.3-1 ) l1 & l2 Dist. (ft) 0.5 1 '1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 30" Pipe Temp. (*f) 1706 1513 1342 1192 1059 942 839 1 748 668 597 535 480 432 389 FA: CC.t 81de2 R1 Radius (in) 4.5 3.7 2.9 22 1.6 1.1 0.6 0.2 Contact R2 Radius (in) 5.9 5 4.2 3.6 3 2.4 2 1.6 1.2 0.9 0.6 '0.4 0.1 Contact I M-663-00017A, Revision W0 1 - Page Bl3-83 of B13-88 Fire Area (Side 2): CC-1 10. Annular Gap (smallest):

2" 11. Gap between pen: NIA 12. Barrier Type: A F W 13. Opening Sleeved or Concrete:

SW f 4. Pipe lnsufated; No Wayne Aregood Prepad By: Jeff Suter Reviewed By: Penetration Seal Data Appendix:

BI 3 Penetration

  1. P311 W0845 Penemion Type: M-6A Fire Area (Side 1): GI L~~flte~.:

1 976'-0" M-OX Dwg: M-1x3901 1. Barrier Thickness:

38" 2. Opening Size: 36"D 3. Penetrants:

(1 130'P 4. Sealant Type: Foam 5. Damming Sidel: Flush 6. Damming Side 2: 23" recessed 7. Damming Continuity (AcclRej):

Accept 8. Booi Condition (AcdRej):

MA 9. Sealant Depth: 11" Walkdown Comments:

Barrier thickness determined by Drawing C-1 C3111. Side 2 is bulk fiber damming. Changed Detail from M-1 to M- 6A based on actual sealant depth. Sketch:

M-663-000 17A, Revision WO 1 Page B13-84 of Bl3-88 Fire Area G1 (Side 1) Penetration Seal Data Appendk ~43 Photos: P311 W0845 Fire Area C1 (Side 1) Fire Area CG1 (Side 2) I Fire Area CGI (Side 2)

  • *
  • M-663-0001 7A , Revis i on WO J Penetration Seal Data Heat Affected Zone Review: P311W0845 Fire Area (S i de 1) C-1 1 1-112" Cond SJA 1 W: Not w i thin Hea t Affected Zone. Fire Area (Side 2) CC-1 No i ssues willl i n Heat Affected Zone. Side 1 Photo S k et ch FA:C.1 Skl*1 Side2Photo Page 813-85 of B 13-88 Appendix: 813 Review Oistances (Rsfenlncll M-663-<10017 A 1.2.3-1 ) L1 & L2 Dist._(ft) 0.5 1 1.5 2 3 3.5 4 4.5 5 5.5 6 6.5 7 30-Pipe Temp. R1 Radius (Of) (in) 1706 4.5 1 5 13 3.7 1 342 2.'9 1192 2.2 105 9 1.6 94 2 1.1 839 0: 6 74 8 0.2 668 Contact 5 97 I 535 ' 480 432 389 I FA: CC.1 Sfde2 R2 Radius (in) ' 5.9 '5 1 4.2 ' .3.6 3 2A 2 1.6 1.2 0.9 0.6 0.4 0.1 Contact M-663-000 17A, Revision W0 1 Page B 13-86 of B 13-88 Sketch: Fire Area (Side 2): F-3 10. Annular Gap (smallest):

1 " 11. Gap between pen: NIA 12. Barrier Type: F 13. Opening Sleeved or Concrete:

Steel 14. Pipe Insulated:

No Wayne Aregood Prepared By: JbW sufgt- Reviewed By: Penetration Seal Data Appendix:

813 Penetration

  1. P611 W0206 Penetration Type: M-I Fin Area (Side 1): F-2 LocJElev.:

2018'-0* M-OX Dwg: M-1 X6906 1. Barrier Thickness:

12" 2 Opening Size: 16'D 3. Penetrants:

(1)lPP 4. Sealant Type: Foam 5. Damming Side1 : Recessed 2" 6. Damming Side 2: Flush 7. Damming Continuity (AcdRej):

Ac~pt 8. Boot Condition (AcelRej):

WA 9. Sealant Depth: 8" Walkdown Comments; Wall thickness determined by Drawing C-1 CB1 1 1 . - FA: M wet Fire Area F-2 (Side 1 ) M-663-00017A, Revision WOl - -- Page B 13-87 of B 13-88 Penetration Sea[ Data Appendh; 613 Photos: P611 WO206 Fire Area F-2 (Side 1 ) I w fire Area F-3 1 (Side 2) Fire Area F-3 (Side 2)

M-663-0 0 017A, Revision W Ol Penetration Seal Data

  • Heat Affected Zone Review: F i re Area (S i de 1 ) F-2 No i s s ues within H e at A ff e cte d Z on e. F i re Area (S ide 2) F-3 N o i ssues w ithi n H eat Affected Zo ne. Si de 1 P ho to
  • Sketch
  • P611W0206 Si de2 Phot o l' .. _. *, ... ,**.II. *,* . *'0>,. Ill/ Page BlJ-88 ofBJ3-88 Appendix: 813 Rev ie w Distances (Referance Figllla 7 .2.).1 J L1 & L2 Dist. (ft) 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 12" Pipe Temp. R1 Radius (" F) (in) 1712 4.6 1 524 3.7 1357 3 1 209 2.3 Hl78 1.7 962 1.2 *860 0.7 769 0.3 689 Contact 618 555 499 450 I 406 I 368 FA: F-3 9ide2 R2 Radius (in) 5.9 5.1 4.3 3.6 3.1 2.5 2.1 1.7 1.3 1 0.7 0.4 0.2 0 Contact Wolf Creek Nuclear Operating Corporation Page 1 of 1 W663-00017A, Revision W01 Attachment C Fire Protection Evaluations for Unique or Unbounded Fire Wrap Configurations (There are currently no evaluations in this attachment)

Attachment D2 Fire Protection Evaluation For Resin Loading Chute Cover Plate (Penetration PI41 S1028) Page 1 .- Wayne S Aregood Table of Contents Revision W01 Revision Log

....................................................................................................................................

3 1.0 Purpose ...............................................................................................................................

4 ..................................................................................................................................

2.0 Scope 4 ..........................................................................................................................

3.0 References 4 4.0 Evaluation

...........................................................................................................................

4 5.0 Conclusions

.........................................................................................................................

6 M-663-00017A Page 2 of 6 Attachment D2 .

Revision Log M-663-00017A Page 3 of 6 Attachment D2 Revision WOl Revision WO1 Reason for Revision Original Issue M-663-00017A Attachment D2 Revision W01 Page 4 of 6 1.0 Purpose 1.1 The purpose of this document is to evaluate an existing penetration seal that is not directly bounded to the typical detail limitations established in M663-00017.

~ This evaluation was conducted in effort to satisfy regulatory expectation regarding qualification and documentation of fire barrier penetration seals, as discussed in NRC lnformation Notice 88-04. This evaluation was conducted in accordance with the guidance of NRC Generic Letter 86-10. 2.0 Scope 1 2.1 Resin loading chute cover plate (penetration PI41 S1028). 1 3.0 References 3.1 NRC Generic Letter 86-10, Implementation of Fire Protection Requirements, dated April 24, 1986 3.2 NRC lnformation Notice 88-04, "Inadequate Qualification and Documentation of Fire Barrier Penetration Seals".

I 3.3 10 CFR 50 Appendix R, Fire Protection Program For Nuclear Power Facilities I Operating Prior To January 1, 1979 1 3.4 IVC663-00017, Penetration Seal Typical Details, Rev. W20 1 3.5 USAR Section 9.5.1.2.2.3 (Page 95-23), Rev. 13 ~ 3.6 C-OC1441, Auxiliary Building - Area 1 Concrete Neat Lines Plan - Floor EL.

2026'-O", Rev. 17 I 3.7 AP 10-102, Control of Combustibles, Rev. 9 3.8 Underwriters Laboratory Fire Resistance Directory (UL System CAJOOIO), 2002 Edition 3.9 XX-X-004, Combustible Fire Loading for Each Room in the Various Fire Areas at WCNOC, Rev. 3 I 4.0 Assumptions 1 4.1 None.

1 5.0 Evaluation 1 5.1 Assessment of Condition to Desiqn Requirements The steel cover plate over penetration P141S1028, shown in Photos 1 and 2, is not directly bounded by a typical seal detail from M663-00017. The plate protection was discussed in Revision 17 to USAR Section 9.5.1.2.2.3.

However, additional discussion was deemed necessary in order to address the current, primary use of Room 4405. This room, which is on the topside of the floor penetration, is designated as a combustible material staging area per AP 10-102. Photol, P141S1028 TopJde Room 1405 & Fire Area &26 5.2 Evaluation of Condition The resin loading chute is located in the Auxiliary Building, 2026' elevation floor slab between Rooms 1405 and 1307. The chute is used to facilitate the loading of resin into the dernineralizer compartments.

The chute opening is integral with an embedded steel floor sleeve that is elevated approximate ty 4" above the floor surface. The opening is covered with a W' thick steel plate. The steel plate design protecting the opening is depicted on drawing C-OCl441.

The penetration opening is controlled via penetration number PI41 S1028. The %" thick steel plate protection ensures that that the opening portion protected by steel will not allow the passage of flame comparable to UL System CAJ0010. This UL system reveals that a minimum 0.057" (16 gauge) thick steel plate on one barrier side provides a >hour Fire (F) rated seal. The design of the steel cover plate reduces the likelihood for plate distortion as it overlaps the penetration sleeve and is not subject to any load other than that presented by the weight of the plate. The elevated embedded sleeve will also prevent water intrusion from manual fire fighting activities entering the fire area below. In addition, there are no safety related, PFSSO components or equipment located in close proximity to the openings if inadvertent water intrusion would occur during manual fire fighting activities.

There is no direct testing demonstrating a Temperature (T) rating for the steel plate. Therefore, further review is required to assess acceptability.

Calculation XX-X-004 reveals that the combustible loading for the area below penetration P141S1028 is Low, while the topside combustible loading still maintains a Low classification, even with an allowance for storage of ~p to 1,000 bs of Class A material.

The flmr slab containing penetration

~?44$f028 is 20" thick reinforced concrete (Reference 3.6). This substantial barrier thickness ensures that a fire in Fire Area A26 (topside of penettation) will not result in unacceptable unexposed side temperatures beyond the barrier plane, as the significant air gap (24") will dramatically drop temperature influence from the exposed side. This M-663-00017A Attachment D2 Revision W01 Page 6 of 6 determination is based on the discussion provided in Section 7.2.3 of M-663- 00017, which reveals a conservative linear temperature drop of 222°F for each inch of air space transition from the exposed element. The recessed location of the plate from the bottom side provides some protection from direct flame impingement, as fire would need to travel up through the opening for a distance of 24" inches before reaching the plate. Since the opening will not promote a stack affect, flame transition into the barrier opening would be limited, especially considering the low combustible loading in the area. The platform area below the penetration is not typically subjected to a significant transient combustible package, as it is within horizontal travel path of the resin loading chute. Additionally, fixed, exposed combustible loading in proximity to the opening is Low. Considering area combustibles and the recessed location of the plate, a fire in Fire Area A-8 will not will not present a potential ignition source, via steel plate conduction, for combustibles within Fire Area A-26. Therefore, barrier integrity is ensured. Based on the above discussion, the steel cover plate over penetration P141S1028 provides an acceptable level of fire protection commensurate with the hazards present in the area. The steel plate is considered 3hour F rated. Additionally, it is reasonable to conclude that the non-T rated aspect of the steel cover plate will not negatively impact a communicating Fire Area based on the combustible loading for a fire in Fire Area A8 and the separation distance of the steel plate from the unexposed barrier side for a fire in Fire Area ,426. 1 5.3 Post Fire Safe Shutdown Impact There is no impact to PFSSD systems or components as a result of this evaluation.

The steel cover plate for penetration P141S1028 provides a 3-hour F rated seal. The protection configuration and area hazards provide reasonable assurance that barrier integrity and PFSSD capability will not be compromised as a result of the non-T rated aspect of the penetration seal.

6.0 Conclusions Based on the above discussions, it is reasonable to conclude that the steel cover plate for penetration P141S1028 is acceptable as 3-hour F rated and will perform rts intended function, regardless of not achieving a T rating.

The penetration seal satisfies regulatory requirements and commitments as well as WCNOC Fire Protection Program requirements, to prevent spread of fire from one fire area to another. It has also been determined through this evaluation that the lack of a T rating will not affect the plant's ability to achieve and maintain PFSSD.

Wolf Creek Nuclear Operating Corporation M-663-00017A. Revision W01 Page 1 of 1 Attachment E Fire Protection Evaluations for Unique or Unbounded Fire Door Configurations (There are currently no evaluations in this attachment)

- w.' 71 NUCLEAR OPERATING CORPORATION M-663-00017A Attachment F1 Fire Protection Evaluation For Fire Dampers Beyond Barrier Plane Page 1 Date 8/22/05 Rev. No. wo1 Prepared By Wayne S Aregood Date 8122105 Reviewed By

& Jeff Suter M-663-00017A Attachment F1 Revision W01 Table of Contents Page 2 of 7 Revision Log ...................................................................................................................................

3 1.0 Purpose ...............................................................................................................................

4 2.0 Scope ..................................................................................................................................

4 3.0 References

..........................................................................................................................

4 4.0 Evaluation

...........................................................................................................................

5 5.0 Conclusions

.........................................................................................................................

7 Revision Log M-663-00017A Page 3 of 7 Attachment F1 Revision W01 Revision WO1 Reason for Revision Original Issue M-663-00017A Attachment F1 Revision W01 Page 4 of 7 1.0 Purpose 1 .I The purpose of this document is to evaluate a unique design for two fire dampers located outside the plane of the fire barrier.

This evaluation was conducted in effort to satisfy regulatory expectation regarding qualification and documentation of fire barrier issues. This evaluation was conducted in accordance with the guidance of NRC Generic Letter 86-10.

2.0 Scope 2.1 Fire dampers GKD0180 and GKD0182. 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 SNUPPS FSAR Section 9.5.1.2.2.3.d (Page 9.5.1-16), Rev. 15 3.4 USAR Section 9.5.1.2.2.3.d (Page 9.5-1 9), Rev. 15 3.5 UL-555, UL Standard for Safety Fire Dampers 3.6 Drawing M-1 HI 521, Heating, Ventilating

& Air Cond. Auxiliary Building EL. 2047'- 6" Area 2, Rev. 9 3.7 Drawing M-OH1905, Heat and Ventilating

& Air Cond. Fire Damper Details, Rev. 4 3.8 Specification 10466-M-627B, Technical Specification For Dampers For The Standard Nuclear Unit Power Plant System (SNUPPS), Rev.

13 3.9 Specification 10466-A-126, Technical Specification For Cementitious Fireproofing of Structural Steel For The Standard Nuclear Unit Power Plant System (SNUPPS), Rev.

7 3.10 UL Fire Test N-711 (A-126-00001), Fire Test Of Loaded Restrained Beams Protected By Cementitious Mixture 3.11 UL Fire Test N-712 (A-126-OOOOI), Fire Test Of Loaded Restrained Beams Protected By Cementitious Mixture 4.0 Assumptions 4.1 None.

5.0 Evaluation 5.1 Assessment of Condition to Design Requirements Vertical fire dampers GK00180 and GKDO182 communicate between the 2047-6" etevation of the Auxiliary Building Control Room AC and Filtration Unit 'A' (Room 1512 and Fire Area A22) and the Control Building Equipment Cabinet Area (Room 3605 and Fire Area C27). Drawing M1 HI521 reveals that these fire dampers are located outside the fire barrier plane on the Auxiliary Building side (see Photos ? and 2) in accordance with the installation details of drawing WQH1905. This configuration is not bounded by UL-555, which qualifies the fire resistive performance of fire dampers within the plane of the barrier. This issue was generally addressed in the original Fire Protection Licensing Basis (Reference 3.3). However, further discussion was deemed necessary to formally assess the acceptability of this fire barrier protective configuration.

M663-000 1 7A Page 5 of 7 Attachment Fl Revision W01 F 1t0 2 Fire Damper GKD0182 (from Auxiliary Building Side) Photo I Fire Damper GKD0180 (from Auxi llary Building Side)

M-663-00017A Attachment F I Revision W01 Page 6 of 7 5.2 Evaluation of Condition Fire rated dampers are typically mounted and positioned between barrier surfaces within the plane of the barrier to replicate as tested conditions, with the exception of two Control to Auxiliary Building fire dampers, GKD0180 and GKD0182. Fire dampers GKD0180 and GKD0182 are mounted within a heavy welded steel enclosure, seismically attached to the barrier surface with eight (8) 518" Hilti Kwik Bolt Type II anchors, as shown on Drawing MOH1905. These damper enclosures are constructed from

'/2" thick welded steel with a welded closure plate of 10-gauge steel. The duct is welded directly to the enclosure plate and the enclosure plate welded to the damper assembly enclosure.

The surface mounted enclosures are fabricated in a manner that integrates the support structure and damper assembly enclosures into single unit that is conservatively protected with a clad of cementitious fireproofing material to resist the affects of direct flame impingement during fire exposure. Structurally, the damper enclosures are designed to satisfy both seismic requirements and fire exposure. In the unlikely event that the attached duct sections would be exposed to direct flame impingement, the exposed duct sections could potentially become deformed during fire exposure. However, it is not credible that the small sections of 8" diameter duct would induce loads significant enough to structurally degrade or deform the robustly constructed damper enclosures during a fire exposure. Because damper tracks maintain a

'/4" expansion joint and are not physically attached to the enclosure, thermal expansion would not have a direct affect b the operation of the damper assembly. The cementitious fireproofing completely encapsulating the damper enclosure sides, support structure and associated anchors that attach the enclosure to the barrier surfaces add significant protection from the degrading affects of fire exposure. This protective configuration coupled with the significant heat sink capability of the barrier provides substantial protection from heat induced structural failures or significant deformation to the steel enclosure and fire damper assembly. Although the structural member sizes that make up the damper enclosures are smaller than that tested (Reference 3.10 and 3.11) with fireproofing protection, the considerable surface area contact with the underlying concrete provides significant value through heat transfer. Therefore, structural integrity is maintained as a result of thermal inertia and the insulating capability of the applied cementitious fireproofing clad. Considering the robust damper enclosure design and the installed cementitious fireproof clad along with the heat transfer capability of the interfacing concrete wall, it is reasonable to conclude that a failure of the duct on either side of the wall will not violate the fire barrier or prevent the damper assembly from operating as designed.

M-663-00017A Attachment F1 Revision W01 Page 7 of 7 5.3 Post Fire Safe Shutdown Impact There is no impact to PFSSD systems or components as a result of this evaluation.

Fire cbmpers GKD0180 and GKD0182 will prevent the passage of flame between communicating Fire Areas for a duration of 3-hours. 6.0 Conclusions Based on the above discussions, it is reasonable to conclude that fire dampers GKD0180 and GKD0182 provide 3hour protection equivalent to a fire damper located within the barrier plane as tested by UL 555. The fire dampers satisfy regulatory requirements and commitments as well as WCNOC Fire Protection Program requirements, to prevent spread of fire from one Fire Area to another.

CREEK OPERATING CORPORATION Page 1 Attachment GI Fire Protection Evaluation For Generic Fireproofing Issues Rev. No. W03 Prepared By

  • Date 611 3/07 Reviewed By Date 6/13/07 Table of Contents 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 I0 7.0 Evaluation

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11 .....................................................................................................................

8.0 Conclusions 16 .........................................................

Appendix GI A, Room Data Sheets (162 Total Pages)

M-663-00017A Page 2 of 16 Attachment GI Revision W03 Revision Log / W03 ( Original Issue Revision M-663-00017A Page 3 of 16 Attachment GI Revision W03 Reason for Revision M-663-00017A Attachment G1 Revision W03 Page 4 of 16 1.0 Purpose 1 .I The purpose of this document is to evaluate generic fireproofing issues resulting from plant walk downs conducted in effort to address the acceptability of protected structural steel with unprotected miscellaneous 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 1.1 89. 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 Regulatory Guide 1.189, Fire Protection For Operating Nuclear Power Plants, April 2001 3.4 ASTM E-119, Standard Test Methods for Fire Tests of Building Construction and Materials 3.5 UL N-711, (A-126-OOOOI), Fire Test Report Of Loaded Restrained Beams Protected By Cementitious Mixture, Dated August 11, 1976 3.6 UL N-712, (A-126-00002), Fire Test Report Of Loaded Restrained Beams Protected By Cementitious Mixture, Dated May 13, 1977 3.7 A-126, Technical Specification For Cementitious Fireproofing Of Structural Steel For The Standardized Nuclear Unit Power Plant Unit (SNUPPS) 3.8 PIR 2002-2287, Structural Steel Fireproofing With Unprotected Attachments 3.9 FP-M-012, Rev 0, Structural Steel Fireproofing Thermal Shorts and Omissions Evaluation 3.10 CNT-MC-600, Rev. 2, Fireproofing of Structural Steel 3.1 1 Drawing A-1 801, Rev.

10, Architectural Fire Delineation Floor Plan EL 1974'-0" 3.12 Updated Safety Analysis Report (USAR) Section 9.5.1.2.2.3.c, Rev. 15 and Table 9.5A-1 Sheet 27, Rev. 4 M-663-00017A Page5of 16 Attachment GI Revision W03 4.0 Assumptions 4.1 It is assumed that fireproofing material used to protect building steel is applied to the thickness 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 Reauirements USAR Section 9.5.1.2.2.3.c , identifies that the notes contained on Figure 9.5.1-2 [Drawing A-18011 define the structural steel fireproofing requirements. The structural 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 steel supporting the Control and Auxiliary Building roofs is protected with [3-hour] rated fireproofing. Table I identifies the ASTM E-119 temperature limitations for structural steel protected with fireproofing.

TABLE l ASTM E-119 Temperature Limitations for 3-Hour Fire Exposure Maximum Average Temperature (OF) 1 1 0O0(F) 1 OOOO(F) Structural Member TY pe Beam Column 5.2 Assessment At Wolf Creek, fireproofing material is generally applied over exposed surfaces of structural members with the exception of thermal shorts and intervening items.

Underwriters Laboratories (UL) has tested several different size members utilizing both Albi Duraspray and Monokote 2-146 coatings to 3-hour ASTM E- 119 fire exposures. The testing for beams and columns, utilized W8 x 28 steel shapes incorporating two protection methods; contour and boxed. However, testing of both techniques did not incorporate thermal short attachments.

Therefore, the affects of heat flux into plant structural steel with unprotected thermal shorts is not directly bounded by fire testing.

FP-M-012 revealed that unprotected thermal shorts, larger than Unistrut, contribute to single point temperatures that in some cases exceed the ASTM E-119 acceptance criteria, assuming a 3-hour fire exposure. Typically, average temperatures satisfied the ASTM E-119 acceptance criteria. Maximum Single Point Temperature

("F) 1 3OO0(F) 1 2OO0(F)

M-663-00017 A Attachment G1 Revision W03 Page 6 of 16 Fire Area A-1 A-2 A-3 A-4 A-5 A-6 A-8 Additionally , i n various plant areas structural steel has been integrated as part of the fire barrier assembly.

However , fire testing does not direct l y bound the use of protected steel as an element of a fire barrier assembly. Refer to Table II for the spec i fic rooms that are addressed by this evaluation.

TABL 1 E II Rooms Addressed By Evaluation Room Building Elev. Deacrlptlon

Comments/References 1102 Auxiliary 1974-0 Chiller & Surge Tanks Area See Section 7.3 1 1 03 Aux ili ary 1974..() letdown Ch ill er Heat Exc h Room See Section 7.3 11 04 Aux il iary 1 974..() L etdown Re h eat Heat I Exch See Section 7.3 Room 1 1 05 Auxiliary 1974-0 Valve Compartmen t See Section 7.3 1106 Auxiliary 1974-0 Moderating Heat Exch Room See Section 7.3 1115 Auxil i ary 1974-0 Normal Charging Pump Rm See Section 7.3 1123 Auxil i ary 1974-0 , Passage See Section 7.3 1124 Auxiliary 1974-0 Valve Compartment See Sect i on 7.3 1125 Auxiliary 1974-0 Letdown Heat Exch Room See Section 7.3 1128 Auxiliary 1974-0 Auxiliary Feedwater Pump Room See Sectio n 7.3 1129 Auxiliary 1974-0 Aux Steam Cond Recovery & See Sec ti o n 7.3 Storage Tank 1201 Auxiliary 1988-0 Vestibule See Sect i o n 7.5 and Attachmen t G5 1205 Auxiliary 1988-0 Access Area A No Stee l with ooncre t e ceiling. 1111 Aux ili ary 1 974-0 Res i dua l Heat Remova l P um p See Sect i on 7.3 Room A 1112 Aux ili ary 1974..() Co n tainment Spray P u mp Room See Section 7.3 A 11 1 3 Aux ili ary 1974-0 Safe t y I nj ec ti o n P u mp Room A See Sect i on 7.3 1 114 Aux il iary 1974-0 Centrifugal Cha r g in g Pump See Section 7.3 Room A 11 1 6 Auxiliary 1974-0 Boric Acid Tank Roo m B See Section 7.3 a n d Attachment G5 1107 Auxil i ary 1974..() Centrifuga l Charging Pump See Sect i on 7.3 RoomS 1108 Auxiliary 1974-0 Safety I njection Pump Room B See Sec ti on 7.3 1109 Aux i l i ary 1974-0 Residual Heat Removal Pump See Sec ti o n 7.3 RoomB 1110 Aux i l i ary 1974-0 Containment Spray P u mp Room See Sect i o n 7.3 8 11 19 A u x i l i ary Sta i r Aux. Sta ir A-1 & A-1 A See Sect i on 7.5 and A tt achme nt G5 1 601 A u x ili arY 2064-4 E l evato r Mach i ne Room No. 2 See Sect i o n 7.5 1 127 Auxfliary Sta i r A u x. Sta i r A-2 See Section 7.5 and Attachmen t G5 1302 Auxiliary 2000-0 Filter Compartmen t s Typ i ca l of 5 No Stee l w i th conc r ete ceiling. 1306 Auxiliary 2000-0 Valve Compartme n ts Typ i ca l of 5 No Stee l w i t h concrete ceiling. 1308 Auxiliary 2000-0 Valve Compartme n ts Typ i ca l of 8 No Steel wit h concrete ceiling. 1312 Aux i l i ary 2000-0 Boron Meter & R.C. Ac ti vi t y Misc. S t eel only , protected with MonitorR m mono rail a tt achments , See Section 7.4 1313 Aux i liary 2000-Q Vo l ume Control Tank Rm No T hermal Sho rt Iss u es 1316 Aux ili ary 2000..() Va l ve Compartment M i sc. Steel only , protec t ed wi t h mo n o r a il attachmen t s , See Section 7.4 1317 Aux ili ary 2000..() Sea l Water Heat Exch Rm M i sc. Stee l o n ly, protected with mono rail attac h me n ts , See Sect i on 7.4 M-663-00017A Page 7 of 16 Attachment G1 Revision W03 a m A-8 13j9 Auxiliary 2000-0 Demineraliuer Compartments No Steel with concrete ceding. (Cont.) Typical of 8 3321 Auxiliary 2000-0 Exit Vestibu te See Section 7.5 and Attachment G5 A-9 1309 Auxiliary 2000-0 Residual Heat Removal Heat See Section 7.f, No Thermal Short Exch Rrn B Issues A-10 1310 Auxiliary 200&0 Residual Heat Removal Heat See Section 7.1, No Thermal Shod Exch Rm A . Issues A-1 1 1335 Auxiliary 2000-0 Electrical C has See Section 7.1 A-12 1336 Auxiliary 200M Electrical Chase No Steel with concrete ceiling. A-23 1411 Auxiliary 2037-7 Main Feedwater Rm No. I Misc. Steel, no structural steel within this Room, See Section 7.4 1412 Auxiliary 2037-7 Main Feedwater Rm No. 2 Misc. Steel, no structural steel within this Room. See Section 7.4 A-26 1415 Auxiliary 20264 1 & C Hot Shop No Steel with Drop ceiling, above steel is evaluated in Room 1405, See Attachment G3 A-28 1413 Auxiliary 20264 Auxiliary Shutdown Panel Room No Steel with concrete ceiling. C-I 3104 Control Stair Control, Stair No. G2, South See Section 7.5 Access Control to Aux Building Duct Control 1974-0 Duct Chase - East Wall of 3101 See Section 7.7 Chase C-2 3106 Control 1974-0 Electrical Chase See Sections 7.2 and Attachment G5 C3 3105 Control 1974-0 Electrical Chase See Sections 7.2 and Attachment G5 C-5 3206 Control 1984-0 Cortidor Partial Height Room, no structural steel within this Room. Steel abve will be reviewed as part of Rwm NAC, Attachment G3 3272 Control 1984-0 Women's Locker Room Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment G3 3213 Control 1984-0 Women's Toilet Partial Height Rmm, no structural steel wlthln this Room. Steel above will be reviewed as part of Room NAC, Attachment G3 3214 Controt 1984-0 Hall Partial Height Room. no structural steel within this Room. Steel above will b reviewed as part of Room MAC, Attachment G3 3275 Control t 984-0 Men's Shower Room Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Rwrn NAC, Attachment G3 3216 Control 19844 DyingRoorn Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room . NAC, Attachment G3 3217 Control 1984-0 Men's Toilet Partial Height Rmm, no structural steel within this Rmm. Steel above will be reviewed as part of Room NAC, Atfachment G3 3218 Control 19840 H.P. ofiice Area Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment 63 M-663-00017A Page 8 of 16 Attachment G1 Revision W03 - C , 3219 Control 1984-0 H.P. office Partial Height Room, no structural (Cont.) steel within this Rmm. Steel above will be reviewed as part of Room NAC. Attachment G3 3220 Control 1984-0 Sign lnlOut Area Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room MAC, Attachment G3 3221 Contml 1984-0 Vestibule No. 1 Partial Height Room, no structural steel within this Rmm. Steel above will be reviewed as part of Room NAC, Attachment G3 3222 Control 1984-0 H.P.ofke Partial Height Room. no structural steel within this Room. Steel above will be reviewed as part of Rm NAC, Attachment G3 3223 Contml 1984-0 Janitors Closet No Steel with concrete ceiling. 3224 Control 1984-0 Vestibule No. 2 Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Rmm NAC, Attachment G3 C-6 320t Control Stair Control, Stair C-1 See Section 7.5 and Attachment G5 3202 Control 1984-0 Controlled H.P. kt & Inst. Partial Height Room, no sbctural Storage Room steel within this Room. Steel above will be reviewed as part of Uwrn SAC, Attachment G3 3203 Control 1984-0 Hot Janitors Closet No Steel with concrete wiling. 3204 Control 19844 Corridor No. 1 Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room SAC, Attachment G3 3205 Control 1984-0 H.P. Area Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room SAC, Attachment G3 3207 Control 1984-0 Exit Monitor Area Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room SAC, Attachment G3 3208 Control 1984-0 Laundry Room Partial Height Room, no structural steel within this Room. Steel awe will be reviewd as part of Rwm SAC, Attachment 63 3209 Control 1984-0 Decon Area Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room SAC, Attachment G3 3210 Control 1984-0 Decon Shower Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room SAC, Attachment G3 3211 Control 1984-0 H.P.Area Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room SAC, Attachment 63 C-7 3230 Control 1984-0 Electrical Chase See Sections 7.1 & 7.2 C-8 3229 Control 1 984-0 Electrical Chase See Section 7.2 and Attachment G5 C-11 3305 Control 200&0 Electrical Chase See Sections 7.1 & 7.2, and Attachment G5 C-12 3306 Control 2000-0 Electrical Chase See Sections 7.1 & 7.2 M-663-00017A Page 9 of 16 Attachment G 1 Revision W03 C-$7 js~u wrn Electrical Chase See Sections 7.1 & 7.2, and Attachment G5 C-18 9 Control !016-0 8ectrical Chase See Sections 7.1 & 7.2, and Attachment G5 C-19 C19 Control 201 6-0 Cable Chase @ CA-C3,2016-0 See Section 7.1 to 20324 C-20 C20 Conttol 2016-0 Cable Chase @ CA-CG, 201 6.0 See Section 7.1 to 20324 C-23 3505 Control 20324 Electrical Chase See Section 7.1 & 7.2 and Attachment G5 C-24 3504 Control 2032-0 Electrical Chase See Section 7.1 8.7.2 C-25 C25 Contra1 2032-0 Cable Chase @ CA-C6,20324 See Section 7.1 to 2047-6 12-26 C26 Control 2032-0 Cable Chase @ CA-C3,20326)

See Section 7.1 to 2047-6, C-27 3601 Control 2047-6 Control Rmm Control Room is a partial height mom, no structural steel within this Room. Steel abwe will be reviewed as part of Room 3605, AMachment G3 3603 Control 2047-6 Shift Supervisors office Control Room is a partial height room, no structural steel within this Room. Steel abve will be reviewed as part of Room 3605, Attachment G3 3604 Coniml 2047-6 Foyer Contml Room is a partial height room, no structural steel within this Room. Steel abwe will be reviewed as paart of Room 3605, Attachment 63 3606 Controt 2047-6 Emergency Equipment Storage Partial Height Room with concrete Room ceiling, no structural steel within this Room. 3616 Control 20474 Vestibule Partial Height Room with concrete ceiling, no structural steel within this Room. C-28 3602 Control 2047-6 Pantry Partial Height Room with concrete ceiling, no structural steel within this Room. 3607 Control 2047-6 Toilet PartiaI Height Room with concrete ceiling, no structural steel within this Room. - 3608 Control 2047-6 JanitorsCloset Partlal Height Room wibh mncrete ceiling, no structural steel within this Room. C-29 3609 Control 2047-6 SAS Room Partial Height Room with concrete ceillng, no structural steel within this Room. C30 3617 Control 2W7-8 Electtical Chase See Section 7.1 & 7.2 and Amchment G5 C-31 3618 Control 2047-6 Electrical Chase See Section 7.1 & 7.2 C-32 C32 Control 2047-6 Cable Chase @ CA-C6,2047-6 See Section 7.1 to 2073-6, (2-33 3804 Control 2073-6 Electrical Chase See Section 7.1 & 7.2 C-34 C34 Control 2073-6 Cable Chase @ CA-C6 No Steel I C38 C-37 C36 C37 Control Control 2000-0 20004 Cable Chase @ CA-CB. 2000-0 to 2016-0, Cable Chase I@ CA-C3,200&0 to 201 6-0 See Section 7.1 and Attachment G5 See Section 7.1 and Atlachment G5 M-663-00017 A Attachment G 1 Revision W03 Page 10 of 16 Fire Room Building Elev. Description

Comments/References Area D-1 5203 Emergency 2000-0 Emergency Diesel Generator

" A" See Section 7.6 Diesel Gen. Room D-2 5201 Emergency 2000-0 Emergency Diesel Generator

  • s* See Section 7.6 Diesel Gen. Room ESW K105 Essential 2000-0 ESW Pump House -Room A No Steel, concrete reinforced beams A Service and columns. Water ESW K104 Essential 2000-0 ESW Pump House -Room B No Stee l, concrete reinforced beams ' B Service and columns. Water F-1 6101 Fuel Stair Stair F-1 No Steel 6102 Fuel 2000*0 laydown Area See M-663-00017 A. Sec. 12.2.1 6103 Fuel 2000-0 Cask loading Pool No Steel 6106 Fuel 2000-0 Spent Fuel Pool & Storage Racks See M-663-00017A , Sec. 12.2.1 6201 Fuel 2026-0 Passage See M-663-00017A.

Se.c. 12.2.1 6204 Fuel 202.6-0 ' Cask Washdown Pit See M-663-00017A , Sec. 12..2.1 6205 Fuel 2026-0 Fuel Transfer Canal No Steel 6210 Fuel 2032-6 New Fuel Storage Area See M-663-00017 A, Sec. 12.2. 1 6301 Fue l 2047-6 General !Floor Area See M-663-00017 A, Sec. 12.2.1 6302 Fuel 2047-6 laydown Area See M-663-00017 A , Sec. 12.2.1 RB RB Reactor All Reactor Build ing No F ire proofing in Reactor Buildina 6.0 Met hodology Walk downs 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-663-00017A for further discussion regarding the overall fireproofing assessment methodology utilized.

Based on categorization of walkdown results, the following generic issues are addressed by this evaluation:

  • Appendix R Barriers with Incorporated Structural Steel
  • Steel Internal to Cable Chases
  • Embedded Steel
  • Miscellaneous Steel
  • Steel Protection for Stairwells and Elevators
  • Diesel Building Structural Steel M-663-00017A Attachment GI Revision W03 Control Building Duct Chase Page 11 of 16 Appendix G1A to this evaluation documents the result of the Fire Protection reviews and assessments for each room listed in Table II. The data sheets are provided to record input information critical to the overall assessment process. Where a room did not present a uniquelunbounded structural steel fireproofing issue, the basis for acceptability is documented in the corresponding G1A walkdown data sheet, and is repeated in Table II. 7.0 Evaluation 7.1 Appendix R Barriers With Incorporated Structural Steel Two-sided protected steel integral to a fire barrier assembly is typically used where cable chases have been erected to separate fire areas. The steel is located at the ceiling and forms a part of the fire barrier interfacing with concrete or CMU walls and concrete ceilings completing the separation from other fire areas. When integrated fire barrier structural or steel enclosures are protected with fireproofing material on both sides of the barrier, only one barrier side will be exposed to the fire, thus limiting heat flux through the unexposed fireproofing.

The unexposed fireproofing can be expected to provide a significant insulator as demonstrated by comparing the delta between furnace temperature and the maximum steel exposure temperature. Where two-sided cementitious fireproofing is provided the protected steel is expected to meet WCNOC cold side temperatures requirements. This expectation is based on the following: During ASTM E-119 testing, furnace temperatures are maintained at 1925°F. By subtracting the furnace temperature (1,925"F) from actual thermocouple data (l,lOO°F) from References 3.5 and 3.6 yields an approximate 825°F temperature drop across the exposed fireproofing during ASTM E-119 fire endurance testing. By applying this temperature drop logic to the unexposed fireproofing, similar results will be achieved, yielding an expected temperature of approximately 275°F to the unexposed side of the barrier. This estimated 275°F is below the 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, two sided protection configurations are considered 3-hour F and T rated, provided no unprotected thermal shorts greater than Unistrut in size or mass are present. Calculation FP-M-012 has demonstrated that unprotected Unistrut has no significant thermal influence to building steel under fire exposure conditions. Where thermal shorts greater than Unistrut in sizelmass are present, each location on the steel portion of the barrier was reviewed for Heat Affected Zone (HAZ) influence to ensure Post Fire Safe Shutdown (PFSSD) is not impacted or M-663-00017A Attachment GI Revision W03 Page 12 of 16 insitu combustibles are not in proximity to allow auto ignition resulting in flame propagation.

The HAZ review is documented in Attachment G5. Cable chase fire barriers are typically constructed with reinforced concrete and/or solid CMU walls and steel at the ceiling interface that forms a part of the Appendix R barrier. This integrated barrier design incorporates an approximate 1" gap for seismic interaction that is filled full depth with compressed ceramic fiber and is coated on both sides with structural steel fireproofing. The concrete or CMU walls do not directly support the steel due to the approximate 1" gap between the bottom flange of the steel member(s) and the top of the barrier wall(s). The presence of the gap will not be a detriment or have a degrading affect to the barrier since the gap is completely filled with ceramic fiber and clad with cementitious fireproofing material on both sides of the barrier. The wall segments that make up the barrier portions of the wall and/or fire barrier will prevent catastrophic steel failure by supporting the steel from below if steel deflection occurs during fire exposures. However, because steel sizes are so much greater than that tested (W8 X 28), steel deflection is not expected to occur and barrier integrity will be maintained for a 3-hour duration.

Additionally, transient combustible presence with the cable chases is limited and access is strictly controlled, with cable chase doors remaining locked during normal plant operation and/or refuel evolutions. Moreover, cable chases are provided with detection and a wet pipe sprinkler system (C-36 and C-37 are provided with sprinkler protection only) to rapidly suppress any fire that may occur, providing direct cooling to the steel portions of the barrier. Therefore, it is reasonable to conclude that barrier failure will not occur due to unsupported steel forming a part of the cable chase walls. 7.2 Steel Internal to Cable Chases Several of the larger cable chases were found to contain smaller steel (typically W12 X 28) with moderately sized unprotected tube members attached. These smaller structural members have been provided for cable tray support designs not to support the building slab or equipment above. The larger perimeter steel of these cable chases is the primary support structure for the slab and associated building structures, which provides the required structural integrity. When comparing the other areas adjacent to the cable chases the slab thickness is the same, with significantly greater spans between main structural steel members within the adjacent rooms reviewed. Because cable chase room spans are minimal and the cable tray supports are from floor to ceiling, where they are attached to the smaller structural steel members, it is not credible that failure would occur from the affects of fire. Based on the above discussions, it is reasonable to conclude that these rooms andlor areas are acceptable and will not require a detailed thermal short analysis for the reasons discussed above.

7.3 Embedded Steel Building steel that is partially embedded into concrete slabs (ceilings) is not subject to failure by unprotected thermal shorts.

The concrete slabs provide substantial reinforcement and significant heat sink capability to the embedded M-663-00017A Attachment GI Revision W03 Page 13 of 16 steel. Therefore, it is not credible to postulate steel failure due to unprotected thermal short attachments when steel is embedded into reinforced concrete. Building steel that is partially embedded or integrated to concrete walls forming a fire barrier is designed with concrete (6" thick, min) on one side and protected with fireproofing on the other side. This design also presents direct support to the steel from below and side. Thus, providing substantial reinforcement and significant heat sink capability to the structural steel if exposed to direct flame impingement. Therefore, it is not credible to postulate steel failure due to unprotected thermal short attachments when steel is embedded into reinforced concrete walls and supported from below.

7.4 Miscellaneous Steel In some case miscellaneous steel was protected with fireproofing material.

Failure of miscellaneous steel will not result in roomlarea building steel failure.

Therefore, further review is not required. Degraded fireproofing on miscellaneous steel does not require repair.

7.5 Steel Protection for Stairwells and Elevators Stairwell and elevator steel integral to the fire barrier assembly is only protected on the hazard side in accordance with Specification A-126 (Reference 3.7). Since the fire loading in the stairwells and elevator enclosure(s) are extremely low, a credible fire cannot occur or challenge the building steel integrated to stairwell or elevator barriers. Stairwell and elevator barriers are typically constructed with reinforced concrete and/or solid CMU walls and steel at the ceiling interface that forms a part of the Appendix R barrier. This integrated barrier design incorporates an approximate 1" gap for seismic interaction that is filled full depth with compressed ceramic fiber and is coated on the hazard side with structural steel fireproofing. The concrete or CMU walls do not directly support the steel due to the approximate 1" gap between the bottom flange of the steel member(s) and the top of the barrier wall(s). The presence of the gap will not be a detriment or have a degrading affect to the barrier since the gap is completely filled with ceramic fiber and clad with cementitious fireproofing material on the hazard side of the barrier. The wall segments that make up the barrier portions of the wall and/or fire barrier will prevent catastrophic steel failure by supporting the steel from below if steel deflection occurs during fire exposures. However, because steel sizes are so much greater than that tested (W8 X 28), steel deflection is not expected to occur and barrier integrity will be maintained for a 3-hour duration. Additionally, storage of transient combustibles within stairwells is not generally permitted due to egress and ingress requirements. The design of the elevator enclosure does not permit access or storage of combustible materials. These one sided structural steel fireproofing configurations are determined to be "F" rated only and cannot satisfy "T" rating requirements if exposed to an ASTM E-119 3-hour fire duration.

Specification A-126, section 7.1 states in part, "stair towers and elevator construction shall be protected from external hazards." Therefore, in these cases structural steel fireproofing is not required on both sides of the barrier.

Where these barriers provide Appendix R separation, this M-663-00017A Attachment GI Revision W03 Page 14 of 16 configuration does not satisfy cold side temperature limitations of the WCNOC Fire Protection Program. Therefore, for each location where one-sided fireproofing or significant attachments are present the area was reviewed for Heat Affected Zone (HAZ) influence to ensure PFSSD is not affected. This HAZ review is documented in Attachment G5. Thermal shorts attached to stairwell steel will not impact the structural integrity of the steel due to the corbel support afforded by the under supporting walls.

7.6 Diesel Building Structural Steel The Diesel Building rooms 5201 and 5203 were reviewed for unprotected thermal short impact to fireproofed structural steel. However a worse case thermal short analysis review was not warranted. This is due to the fact that building steel for room 5201 is not directly connected to room 5203 building steel. If failure would occur in one room it will not influence the redundant room building steel. The center reinforced concrete wall is two feet thick which supports both steel structures in both Diesel rooms through large embeds. Because of the robust nature of the wall, it will remain unaffected by fire, thus preventing catastrophic structural failure. Industry testing for penetration seal and fire wrap has repeatedly demonstrated that concrete test slabs with substantially less thickness and grade of concrete were not affected to the point of failure for a 3-hour duration.

Although, these test slabs were not load bearing, no evidence of heat stress occurred, further substantiating the integrity of the separation wall between the two fire areas for the emergency diesel generators.

Based on the above discussion it is reasonable to conclude that steel failure caused by fire in one diesel generator room will not affect the redundant train room or PFSSD capability. Therefore further thermal short analysis is not required.

I 7.7 Control Building Duct Chase The Control Building Duct Chase (Fire Area C-I) is open to all levels of the Control Building, traversing up from 1974' elevation Room 3101 to the 2073' elevation interfacing with multiple Fire Areas. See Figure I for a simplified elevation view of the duct chase in relation to interface with other Control Building fire areas. Fire Protection has performed a visual inspection of the integrated barrier steel fireproofing as observed from the Control Building 1974' (Room 3101) elevation, and has determined that the Duct Chase steel is protected on the chase side as well as room sides (two-sided protection) throughout the Control Building. This visual inspection noted four (4) levels without difficulty and the remaining floors and associated steel could not be observed due to accessibility limitations presented by HVAC duct and support steel. However, based on that observed from 1974' (4 levels), it is reasonable to conclude that the remaining integrated steel members that make up the duct chase are protected with fireproofing consistent with the observed lower levels. Therefore, protected duct chase steel that is integral to an Appendix R fire barrier will perform consistent with that discussed in Section 7.1. A HAZ review is not required on the Duct Chase side since the opening is limited to mechanical components. Attachment G5 documents the HAZ review for the Control Building rooms interfacing with the duct chase.

M-663-00017A Page 15 of 16 Attachment GI Revision W03 FIGURE 1 Control Building Ducf Chase 8.0 Post Fire Safe Shutdown Impact Table II rooms with no exposed steel, no thermal short attachments, or worse case thermal short attachments equivalent to Unistmt, do not negatively affect post-fire safe shutdown (PFSSD) from a building structural integrity perspective, as the failure mode of concern (significant thermal insult path to structural steel) is not present. For the remaining Table II rooms (with the exception Rooms 5201 and 52031, PFSSD is not negatively affected from a building structural integrity perspective as the evaluations above determined that roomlftre area structural integrity would be maintained in the event of an ASTM E-119 3-hour fire exposure.

For Rooms 5201 and 5203 the unique or unbounded structural steel fireproofing configurations are acceptable, as fire barrier separation is maintained with no impact to PFSSD capability.

M-663-000 1 7A Attachment GI Revision W03 Page 16 of 16 Refer to Attachment G5 for documentation of the HAZ review for steet that is incorporated as an element of an Appendix R fire barrier assembly.

9.0 Conclusions Based on physical plant walk down reviews and assessments performed by Fire Protection, the rooms identified in Table II, containing protected structural steel (where applicable) have been determined to be acceptable due to steel configurations andlor supporting wall structures that ensure fire barrier separation will be maintained in the event of an ASTM E-119 3-hour fire exposure.

Some rooms did not contain structural steel, and some steel structures had no thermal attachments and are bounded to UL testing. Others contained worse case thermal short attachments equivalent to Unistrut, which FP-M-012 demonstrated did not present a thermal conductive path failure mode for protected structural steel. In conclusion, Table II rooms containing structural steel protected with fireproofing are acceptable, as fire barrier separation is maintained with no impact to PFSSD capability.

&663-00017A, Revision W03 Paae GIA-1 ofG1A-162 Structural Steel Fireproofing Data Appendix MA I Room-Elevation: 1 1 02-1 974 Building:

Auxiliary Fire Area: A-0 1 I Chiller & Surge Tanks Area Thermal Short #I (TSI) Data Drawlng: Member Type: Member Size:

Comments:

Beam Embedded Steel, Not a Thermal Sh~rt Issue. Room Sketch: Thermal Short #2 (TS2) Data NIA NIA NIA There are no Columns in this Room. Thermal Short #I Sketch M4#40017A, Revision W03 Page GlA-2 of GIA-I62 Thermal Short #I Photo 2 Structural Steel Fireproofing Data Appendix GIA 1 1 02-1 974 Thermal Short #I Photo 1 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2 -- - -- - ---=A -. '1 4- C..

M4340017A, Revision W03 Page GIA3 of GIA-162 Room Sketch: Thermal Short #2 (TS2) Data NIA NIA MIA There are no Columns in this Room Structural Steel Fireproofing Data Appendlx GI A Room-Elevation:

I 103-1 974 Building:

Auxiliary Fire Area: A-01

Description:

Letdown Chiller Heat Exch Room Thermal Short #I (TSI) Data Drawing: C-OS1211 Member Type: Beam Member Size: 24 X 68 Comments:

Embedded Steel, Not a Thermal Short ksue. # ! I-=-, 7 81 ; + .-- IJ r~wm 5ectr0~ &-A . . - Thermal Short #I Sketch M4#400f 7A Revision W03 Page GlA-4 of GIA-162 Structural Steel Fireproofing Data ~ppmdix GI A 11 03-1 974 Thermal Short #1 Photo 1 I Thermal Short At2 Photo f Thermal Short #2 Photo 2 -- No photo required.

Thermal Short #I Photo 2 Thermal Short #2 Sketch No sketch required.

M46340017A, Revision W03 Page GfA-5 ofG1A-162 Room Sketch: Thermal Short #2 (TSZ) Data NIA NIA NIA There are no Columns in this Room. Structural Steet Fireproofing Data Appendlx GIA Roam-Elevation

1 1 04-1 974 Bullding:

Auxiliary Fire Area: A-01

Description:

Letdown Reheat Heat Exch Room Thermal Short #I (TS1) Data Drawing: C-OSf211 Member Type: Beam Member Size: 24 X 68 Comments:

Embedded Steel, Not a Thermal Short Issue. -JQ "I 5, .JUT* I SWL 6WWifiTtW SCT103 A-A 15 WrceSdfinr~~~

VPW IN PtQW Thermal Short #I Sketch M-663-00017k Revision W03 Page G1A6 of GIA-162 Thermal Short #I Photo 2 Structural Steel Fireproofing Data Appendix G~A 1 104-1 974 Thermal Short #I Photo I -7 Thermal Short R Sketch Thermal Short #2 Photo I Thermal Short #2 Photo 2, -- - - I No photo required.

No photo required.

Page GiA-7 Qf G1A-162 Thermal Short #2 (TS2) Data NI A NIA NIA There are no Columns in this Room. Room Sketch;. Thermal Short #I Sketch Structural Steel Fireproofing Data Appendix GI A Room-Elevation:

1105-1 974 Bullding:

Auxiliary Flre Area: A-01

Description:

Valve Compartment Thermal Short #1 (TSt) Data Drawing: C-OSl2l1 Member Type: &am Member Size: 30 X 99 Comments:

Embedded Steel, Not a Thermal Shart Ism. k ' Q-- ---,r ' %F- I 3; , ' #,,&,+ rb lqW.wre u&r YLT&~ A-A $! 1 ' +-&A - --

M-663-00017A, Revision W03 Page GIA-8 of GIA-162 Thermal Short #I Photo 2 Structural Steel Fireproofing Data Appendix GIA 1 105-1 974 Thermal Short #I Photo 1 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2 I I I I II l1 I M4#00017A, Revision W03 Page GIA-9 of GtA-162 Structural Steel Fireproofing Data Appendix GIA Room-Elevation:

1 106-1 974 Building:

Auxiliary Fire Area: A4 1

Description:

Moderating Heat Exch Room Thermal Short #l (TS1) Data Drawing: C-OS1211 Member Type: Beam Membersize:

24x68 Comments:

HAZ, Mono Rail extending through CMU filled Block out, Not an issue. t I ..+ v&w LbbAWkUM 1' - --. .- - t. - +- *. - - b Thermal Short #2 (TS2) Data MIA NIA NIA There are no Columns in this Room. Room Sketch: Thermal Short #I Sketch -.. -1. .,

I I:. MB6340017A, Revision W03 Paae GIA-10 of Gl A-162 Structural Steel Fireproofing Data Appendix GI* I 1 106-1 974 Thermal Short #I Photo f Thermal Short #2 Sketch Thermal Short #I Photo 2 Thermal Short #2 Photo I Thermal Short #2 Photo 2 No phata required.

.> + .. . ., blo . photo required.

I W683-00017A, Revision W03 Page GlA-11 of GIA-I62 Room Sketch: Thermal Short #2 (TS2) Data NIA MIA NIA There are no Columns in this Room. rhermal Short #1 Sketch Structural Steel Fireproofing Data Appendix GIA Room-Elevation:

11 15-1 974 Building:

Auxiliary Fire Area: A-01

Description:

Normal Charging Pump Rm Thermal Short #1 (TSI) Data Drawing: C-f S1221 Member Type: Beam Member Size: 27 X 84 Comments:

HAZ, Mono Rail extending through CMU filled Block out, Not an issue. ww ~GTI~M A-A VIEW mk~~ E& ST @> 1 M-663-00017A, Revision W03 Page GIA-f2 of GlA-162 I Structural Steel Fireproofing Data Appendix G~A I Thermal Short #I Photo 1 ermal Short #2 Sketch Thermal St-* #I Photo 2 m I Thermal Short #2 Photo 1 sketch required.

NO pnoto required.

I Thermal Short #2 Pho& 2 : 4' ..' - ' .& , - ,5 1.. No" I ", , . ; required . .),.

M-66900017A, Revision W03 Structural Steel Fireproofing Data Appendix GIA I Room-Elevation:

I 123-1 974 Building:

Auxiliary Fire Area: A-0 1 I

Description:

Passage Thermal Short #I (TSI 1 Data Drawing: C-OSl231 Member Type: Beam Member Size: Comments:

Embedded Steel no evaluation required.

Room Sketch: Thermal Short #2 (TS2) Data NIA NIA NIA No Columns within this Room Thermal Short #I Sketch - ,. -.- sr~;rlol~

A-A -- ,

M-663-00017A, Revision W05 Paae GIA-I4 of GlA-162 Structural Steel Fireproofing Data Appendix 01~1 9 123-1 974 Thermal Short #I Photo 1 Thermal Short #2 Sketch Thermal Short #1 Photo 2 Thermal Short #2 Photo 1 No sketc quired. 'b photo required.

Thermal Short #2 Photo 2 I No photo required.

M-663-00017A, Revision W03 Page G1A-15 of GlA-162 Room Sketch: Thermal Short #2 (TS2) Data NIA NIA NIA No Columns within this Room Structural Steel Fireproofing Data Appendix G t A Room-Elevation:

1 124-1 974 Bulldlng:

Auxiliary Fire Area: A-01

Description:

Valve Compartment Thermal Short #I (TS1) Data Drawing: C-0s 1 23 1 Member Type: Beam Member Size: 24 X 68 Comments:

Embedded Steel no evaluation required.

1 T4' 1 'c+-* 1 . l'! [hi I L i I- '1 1 - - f 4"s % STL , '77 I ! I, - -y 7- GSFiMW.bi T* WD r WI .LU u*** . ; .I,* !, -p .1 - -

  • Mlt: ncCmWb6 VIW& R!um 6 bbS;*M-. L . ! 4f~w \S PrrwuabW 0rlVlS~MdU~t' I .4 + -w - -. T+bKkw 15 t?LTlWmb hub 15 ~r*rrr~gm Or- TU~ a NM6 fie-. i .I -1 ri Thermal Short #H Sketch M-663-0004 7A, Revision W03 Pme G1A-16 of GIA-162 I Structural Steel Fireproofing Data Appendix GIA 1 124-1 974 Thermal Short #I Photo 1 Thermal Short #2 Sketch Thermal Short #I Photo 2 I Thermal Short #2 Photo 1 Thermal Short #2 Photo 2 No photo required.

M-663-017A, Revision W03 Structural Steel Fireproofing Data &ppendix GIA Room-Elevation

Description:

Building:

Auxiliary Fir@ Area: Letdown Heat Exch Room Thermal Short #I (TSI) Data C-QS 123f Beam Thermal Short #2 (TS2) Data NIA NIA NIA No Columns within this Room Drawing: Mem bet Type: Member Size: Comments:

Embedded Steel na evaluation required.

Room Sketch: Thermal Short #I Sketch Sjb X OSrS 4 S&Tia*1 A-A M-663-00017A, Revision W03 Thermal Short #I Photo 2 Page GtA-18 of GIA-162 Structural Steel Fireproofing Data Appendix G 1 A 1125-1974 Thermal Short #I Photo 1 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2 . -- - No photo required.

M-663-00017A, Revision W03 Page GlA-19 of GIA-162 Structural Steel Fireproofing Data Appendix GIA Building:

Auxiliary Fire Area:

Description:

Auxiliary Feedwater Pump Room Thermal Short #I (TSI) Data Thermal Short #2 ITS21 Data Drawing: Member Type: Member Size: Comments:

Beam Cotumn NIR Columns, Unistrut only, no issue. Beam embedded with concrete on one side Roam Sketctr: - . . - - , . -*--- A Thermat Short #I Sketch M-663-00017A, Revision W03 Page GIA-20 of GlA-162 q&. 8. 2,' : - &:!;- : rp3:!li,:

,>:-,A ,.,,: '- -m<:,,*7, , . , -, ~%"$jhoto . I.. I .::,<:. . - ,*,'- --. .-*:':., " reqw ired Thermal Short #I Photo 2 Structural Steel Fireproofing Data Appendix GI A 1128-1974 Thermal Short #I Photo 1 Thermal Short #2 Sketch Thermal Short #2 Photo I Thermal Short #2 Photo 2 C I M-683-00017A Revision W03 Structural Steel Fireproofing Data Appendix GIA I Drawing: Member Type: Member She: Comments:

Building:

Aux Steam Cond Recovety & Storage Tank Thermal Short #1 (TS1) Data GI $1 352 Beam 14 X 34 Beam embedded with concrete on one side Room Sketch: Thermal Short #2 (TS2) Data NIA Column NIR Columns, Unistrut only, no issue. Thermal Short #9 Sketch Fire Area:

M-663000 t 7A, Revision W03 Page G1 A-22 of G1A-162 Thermal Short #I Photo 2 Structural Steel Fireproofing Data Appendix GIA 1 129-1 974 Thermal Short #I Photo 1 Thermal Short #2 Sketch -.- Thermal Short #Z Photo 1 Thermal Short #2 Photo 2 - .- - .. .. I M-863-00017A, Revision W03 Page GlA-23 of GIA-162 I Structural Steel Fireproofing Data Appendix GIA Room-Elevation:

1201-1 988 Building:

Auxiliary Fire Area: A-01 I

Description:

Vestibule Drawing: Thermal Short #1 [TSI) Data C-0s I 331 Thermal Short #2 (TS2) Data NIA NIA NIA No Columns Member Type: Beam Member Size: 24 X 68 Comments:

Beam embedded or support by underlying wall., No Issue Room Sketch: - Ill Thermal M-665.00017A, Revision W03 Page GfA-24 of GIA-162 Structural Steel Fireproofing Data Appendix GIA Room-Elevation:

==

Description:==

Drawing: Member Type: Member Size: Comments:

Access Area A Thermal Short #I ITS11 Data NIA None NIA No exposed steel Auxi Nary Fire Area: Thermal Short #2 (TS2) Data NIA None NIA NO exposed steel -- - Thermal Short #I Sketch M-66340017A, Revision W03 Page G1A-25 of GlA-162 Structural Steel Fireproofing Data Appendix GI A Room-Elevation:

11 11-1 968 Building:

Auxiliary Fire Area: A-02 I

Description:

Residual Heat Removal Pump Room A Thermal Short #i (TSI) Data Thermal Short #2 (TS2) Data NIA MA NIA Tkre am rm C;akJmns in thk Room. I Drawing: I Member SUe: Comments:

Mono Wll extending Wmgh CMU Siliwd EM out, Not an Issue- Maon f292 Thermal Short #'I Sketc M663-OW 17A, Revision W03 Page GIA-26 of GIA-162 I I Structural Steel Fireproofing Data Appendlx GIA I Theml Short #I Photo 1 Thermal Short #2 Sketch Thermal Short #I Photo 2 <No photo required.

M-863-OW 17A, Revision W03 Page GI A-27 of GiA-162 Structural Steel Fireproofing Data Appendix GIA Room-Elevation:

1112-1968 Building:

Auxiliary Flre Area: A-02

Description:

Containment Spray Pump Room A Thermal Short #I (TSI) Data Drawing: C-1Sf 221 Member Type: Beam Member Size: 21 X 55 Comments:

HAZ, Mono Rail extending through CMU filled Block out, Not an issue. Thermal Short #2 (TS2) Data NIA NIA MIA There are no Columns in this Room. Room Sketch: Thermal Short #1 Sketch MB63-OWi7A, Revision W03 Thermal Short #2 Sketch Therma! Ck-* #1 Photo 2 Page G1A-28 of GIA-162 Structural Steel Fireproofing Data Appendix GIA 1112-1968 Thermal Short #I Photo 1 I Thermal Short #2 PhW 1 Thermal Sh~rt #2 Phdo 2 2 - No sketch required.

M463-00017A, Revision W03 Page GtA-29 of GIA-182 Thermal Short #2 (TS2) Data NIA NYA NIA There are no Columns in this Room. Room Sketch: Structural Steel Fireproofing Data Appendfx GIA Room-Elevation:

11 13-1974 Building:

Auxiliary Fire Area: A-02

Description:

Safety Injection Pump Room A Thermal Short #1 (TS1) Data Drawing: ClS1221 Member Type: Beam Member Size: 18 X 50 Comments:

HAZ, Mono Rail extending through CMU filled Block out, Not an issue. Shwf #I Sltekh ---------------

a, I? 'I - fL HI2 W Lsa-LA4i Em7 - . -. . I M-663-00017A, Revision W03 Page GIA-30 of GlA-162 Structural Steel Fireproofing Data Appendix GI A 1113-1974 Thermal Short #I Photo 1 Thermal Short #j Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 3 Thermal Short #2 Photo 2 No photo required I No phot~ required.

M-663-00017A, Revision W03 Page GlA-31 of GIA-I62 Structural Steel Fireproofing Data Appendix G~A Room-Elevation:

11 4 4-1 974 Building:

Auxiliary Fireha: Ad2 I

Description:

Drawlng: Member Type: Member Size: Comments:

Gmmgal Charging Pump Room A Thermal Short #I ITS11 Data Beam HAZ, Mono Rail extending through CMU MI4 Black out, Not an issue. Room Sketch: Thermal Short #2 VS2) Data NIA NI A NIA There are no &hams in this Room. .-. * . Thermal Short #I Sketch C wmlnrj A-A, I M-663-00017A, Revision W03 Page GfA-32 of GIA-162 Structural Steet Fireproofing Data Appendlx GI A 11 14-1974 Thermal S hor! #I Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 - Thermal Short #2 Photo 2 M-663-00017A, Revision W03 Structural Steel Fireproofing Data Appendix GIA I Raom-Elevation:

==

Description:==

Building:

Auxiliary Boric Acid Tank Room B Themal Short #I ITS1 I Data Drawing: C-OS I421 MemberType:

Beam Member Sim Comments:

HAZ 8 thermal short is located on a beam that is partially embedded, mncrete on the back side, not an issue. No HA2 Issue. Room Sketch: Thermal Short #2 nS2) Data NIA NIA NIA There are no Columns in this Room. Thermal Short #I Sketch ired.

M-663-00017A, Revision W03 Page GlA-34 of GIA-162 Structural Steel Fireproofing Data Appendix GIA I 1116-1974 Thermal Short #I Photo 9 red Thermal Short #1 Photo 2 No photo required Thermal Short #2 Sketch Thermal Short #2 Photo 1 No sketch required.

Thermal Short #2 Photo 2 No photo required.

M-66340017A, Revision W03 Page G1 A35 of G1A-162 I Structural Steel Fireproofing Data Appendix GI A I Room-Elevation:

11 07-1 974 Building:

Auxiliary Fire Area: A-04 I Centrifugal Charging Pump Room B Thema1 Short #I RSi) Data Thermal Short #2 (TS2) Data NIA MA NEA Them are -en amlrr fits Room. Drawing: C-Wl 211 Member Size: Comments:

HEB WVQ Rail e-riding through CM,U Rlld Blwk-out, Not an issue, Room Sketch: Thermal Short #1 Sketch M-663-000 t 7k Revision W03 Page GIA-36 of GIA-162 Thermal Short #a Sketc Thermal Short #I Photo 2 I NO photo requireA Structural Steel Fireproofing Data Appendix G I A 1 I 07-1 97 4 Thermal Short #I Photo I Thermal Short #2 Phob 1 Thermal Short #2 Phsta 2 - -- - - .- - No sketch required. . . . . i., , . .. ,

M-663-00017A, Revision W03 Paae GIA-37 of GlA-162 Structural Steel Fireproofing Data Appendix G~A I Room-Elevation

Description:

Building:

Auxiliary Fire Area: A-M Safety Injection Pump Room 6 Thermal Short #I (TSI) Data C-0s 121 1 Beam Thermal Short 82 (TS2) Data NIA NIA NIA There are no Columns in this Ro5m Drawing: Member Type: Member Size: Comments:

HAZ, Mono Rail extending through CMU filled Block out, Not an issue. Thermal Short #1 Sketch M-663-00017A, Revision W03 Page G7A-38 of GIA-162 No photo required I #:I I Thermal Short #I Photo 2 Structural Steel Fireproofing Data Appendix GI A 1 108-1 974 Thermal Short #1 Photo 1 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2 i . - 1 No photo required.

h6663-O0017A, Revision W03 Paae GI A-39 of G1A-I62 Structural Steel Fireproofing Data Appendix I Room-Elevation:

I I 09-1 968 Building:

Auxiliary Fin Area: A-04 I

Description:

Drawing: Member Type: Member Size: Comments:

Residual Heat Removal Pump Room B Thermal Shott #I TTSI) Data W, ~r@,Rall,ext~ndFng thm@ WU #led &lo& but, No$ an issue. Room Sketch: Thermal Short #2 (TS2) Data NIA MIA MIA Them am ild Colmns4h Ws Room. Thermal Short #I Sketch M46340017A, Revision W03 Page G1A4 of EIA-162 Thermal Short #2 Sketch Thermal Short #I Photo 2 Structural Steel Fireproofing Data Appendix GIA I I 09-'I 968 Thermal Short #I Photo I r r L Thermal Short #2 Phot;~ I' Thermal Short #2 Photo 2 I No sketch required.

Nb photo required.

M46340017A, Revision W03 Page GlA-41 of G1A-162 Room Sketch: Structural Steel Fireproofing Data Appendix GIA Room-E tevatlon:

qll0-1968 Bullding:

Auxiliary Fire Area: A-04

Description:

Containment Spray Pump Room B Thermal Short #1 (TS1) Data Drawing: C-OS1211 Member Type: Beam Member Size: 21 X 62 Comments:

HAZ, Mono Rail extending through CMU filled Block out, Not an issue. I Thermal Short #I Sketch SL2 - * - - S&?t6N Ad L- . --. Vie W LbDKldh UIST Thermal Short #2 (TS2) Data NIA NIA NIA There are no Columns in this Room.

M66300017A, Revision W03 Pane GlA-42 of GIA-I62 Structural Steel Fireproofing Data Appendix GIA I 11 10-1968 Thermal Short #I Photo 1 Thermal Short #2 Sketch Thermal Short #I Photo 2 I..: NO photo required Thermal Short #2 Photo 1 Thermal Short #2 Photo 2 I No photo required M-66340017A, Revision W03 Page GIA-43 of GlA-1 62 Structural Steel Fireproofing Data Appendix GIA I Room-Elevation:

I

Description:

Aux. Stair A-l 8 A-1A Building:

Auxiliary Fire Area: Drawing: Thermal Short #I (TSI) Data C-0s 1231 I Member Type: Beam I Member Size: NIR Comments:

No Thermal Short Issues Room Sk-' h: .. ..'. 'a* Thermal Thermal Short #2 USZ) Data MIA Column NIR There are no Thermal Shorts Attached to the Column M-663-00017A Revision W03 Page GfA44 of G1A-162 Structural Steel Fireproofing Data Appendix GI A I Room-Elevation:

Bullding:

Auxiliary Fire Area: I

Description:

Aux. Stair A-1 & A-1A Thermal Short #I (TSII Data Thermal Short #2 (TS2) Data NIA I Drawing: C-0s 1 331 1 Member Type: Beam Column Member Size: MIR Comments:

No Thermal Short Issues NIR There are no Thermal Shorts Attached to the Column Room Sketch:

M-663-00017A, Revision W03 - Page GIA.45 of GlA-162 - Structural Steel Fireproofing Data Appendix G~A Room-Elevation:

If 19-2000 Building:

Auxiliary Fire Area: A-05 I

Description:

Aux. Stair A-l & A-1A Thermal Short #I nS1I Data Drawing: Member Type : Member Sue: Comments:

NIR Beam is embedded or supported by underlying Wall, Thermal Shod Review not required.

Room Sketch: Thermal Short #2 (TS2) Data Column There are no Thermal Shorts Attached to the Corumn No sketch required.

M-663-00017A, Revision W03 Page G1A46 of GlA-162 Structural Steel Fireproofing Data Appendix GIA 11 19-2000 Thermal Short #I Photo 2 Thermal Short #I Photo 1 No photo required -

  • d. )" @;: : t ,L;:. Thermal Short #2 Sketch Thermal Short #2 Photo ? Thermal Short #2 Photo 2 No photo required.

M-66340017A Revision W03 Page G1A-47 of GfA-I62 ' Structural Steel Fireproofing Data Appendix GI A Room-Elevation:

11 19-2026 Building:

Auxiliary Fire Area: A-05 I

Description:

Aux. Stair A-l & A-IA Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data I Drawing: NIA Column I Member Type: Beam NIA I Member Size: NIA There are no Thermal Shorts Attached to the Column Comments:

There are no Thermal Shorts Attached to the Beam Room Sketch I w Paae GI A-48 of GIA-I62 Structural Steel Fireproofing Data Appendix GI A Room-Elevation:

Oescriptlon:

Drawing: Member Type: Member Size: Comments:

Room Sketch: Building:

Auxiliary Fire Area: Aux. Stair A-I & A-IA Thermal Short #I (TSY) Data C-0s 1 63 1 Beam NIA No Thermal Short Issues Thermal Short #2 (TS2) Data NIA Column NIA No Thermal Short Issues Thermal Short #I Sketch , ! - I!: : . :,, I I No sketch require^.

Paae GIA-49 of GlA-162 Structural Steel Fireproofing Data Appendix GIA Room-Elevation:

==

Description:==

Drawing: Member Type: Member Size: Comments:

Auxiliary Aux. Stair A-1 & A-IA Thermal Short #I (TSi) Data N IA Beam NIA No Thermal Short Issues Room Sketch: Thermal Short #2 (TSZ) Data NIA Column NIA No Thermal Short Issues - Fire Area: A-05 Thermal Short #f Sketcl No sketch required.

M-663-00017A, Revision W03 - - --- Page G1A-50 of GfA-162 Structural Steel Fireproofing Data Appendix GI A Room-Elevation

1601 -2062 Building:

Auxiliary Fire Area: A-05

Description:

Aux. Stair A- t & A-1 A Thermal Short #1 (TS1) Data Thermal Short #2 (TSZ) Data NIA NIA NIA No Columns Drawing: Member Type:

Member Size: Comments:

NIA Beam NIA No Thermal Shorts Room Sketch: ThermaI Short #I Sketch - -&: - ,, ,lY'. r q);. ,...c, . , ;: 1- - .*- .. a. - ! : ,> ,,;.a $ b '. -' ,... .: 13 : 4. , > No sketch. required. , - , ,

M-663-00017A, Revision W03 . - Page G1A-51 of GIA-162 Structural Steel f ireproofing Data Appendix GIA Room-Elevation:

==

Description:==

Drawing: Member Type: Member Size: Comments:

Bullding:

Auxiliary Fire Area: Aux. Stair A-2 Thermal Short #I (TSI) Data Beam Beam is supported by underlying wall. Thermal Short #2 (T S2) Data Column NIA Na thermal shorts. Room Sketch: I ..., Thermal Short.#l SketcT M-66900017A, Revision W03 Page GIA-52 of GlA-162 Structural Steel Fireproofing Data Appendix G~A I 127-1 974 Thermal Short #1 Photo 1 Thermal Short #P Photo 2 No photo required Thermal Short #2 Sketch Thermal Short #2 Photo 1 No photo required - -

MB63-000 t 7A, Revision W03 Page Gl A-53 of GI A-I62 Structural Steel Fireproofing Data Appendix GIA I Fire Area: A-06 Room-Elevation:

==

Description:==

Building:

Auxiliary Aux. Stair A-2 Thermal Short #1 (TSI) Data Thermal Short #2 (TSP) Data Drawing: Member Type: Member Size: Comments:

Beam 18x50 Column Embedded Steel no evaluation Embedded Steel no evaluation required.

required.

Room Sketch:

M46300017A, Revision W03 Page G 1 A-54 of GI A-162 Structural Steel Fireproofing Data Appendlx GIA Room-Elevation:

Building:

Auxiliary Fire Area:

Description:

Aux. Stair A-2 Thermal Shod #I ITS11 Data Thermal Short #2 (TS2) Data NIA NIA NIA No Columns Drawing: Member Type: Member Size: Comments:

NIA Beam Beam embedded with concrete on one side Room Sketch: No sketch required.

M463-0001 YA, Revision W03 Page GIA-55 of GIA-162 Thermal Short #2 uS2) Data NIA NIA NIA No Columns. Structural Steel Fireproofing Data Appendix GIA Room-Elevation:

1 127-2047 Building:

Auxiliary Fire Area: A-06

Description:

Aux. Stair A-2 Thermal Shofl #I (TS1) Data Drawing: C-lS1641 Member Type: Beam Member Size: 24 X 76 Comments:

No fireproofing, steel protrudes through steel & concrete barrier, 6 (min) thick and is qualified.

Beam is protected on one side with concrete and the other side with fireproofing.

Room Sketch: I - - - - .*-- . *.;4 /; I IN :I' .-- - t- l- +_-.j I *. I---. - *-- -- A -r4*- - rs '~h

  • I - 1 I ..I. 111. - -... 1 . 1 I II - .WW!* vl'l W 24&74 .- . .,-. - * . ..- -* 2 I. Thermal Short #1 Sketch i I - - f . --. I. .-- ! wm-M# -- v. i M-663-00017A, Revision W03 Page GtA-56 of GIA-162 t Structural Steel Fireproofing Data Appendix GIA 1 1 27-2047 I Thermal Short #l Photo 1 Thermal Short #2 Sketch Thermal Short #I Photo 2 m Thermal Sho~ #2 Photo Thermal Short #2 Photo 2

-0.r 74 Revision W03 Page GI A-!57 of G1A-I62 Structural Steel Fireproofing Data ~ppendix GIA Room-Elevation:

1302-2000 Building:

Auxiliary Fire Area: A-08

Description:

Drawing: Member Type: Member Size: Comments:

HBer Compartments Typical of 5 Thermal Short #l (TS1) Data None NIA No exposed steel Room Sketch: Thermal Short #2 (TS2) Data NIA None NIA No exposed steel Thermal Short #'l Sketch M-66340017A, Revision W03 Page GI A-58 of GI A-1 62 Structural Steel Fireproofing Data Appendix GIA Room-Elevation

1306-2000 Building:

Auxiliary Fire Area: A-08 Drawing: Member Type: Member Size: Comments:

Valve Compartments Typical of 5 Thermal Short #I ITS1 I Data NIA None NIA No expose steel Room S~P+-~. Thermal Short #2 (TS2) Data NIA None NIA No expose steel Page Gl A-59 of GIA-162 Thermal Short #2 (TS2) Data NIA None NIA No exposed sfeel r Structural Steel Fireproofing Data Appendix GIA Room-Elevation:

1308-2000 Bullding:

Auxiliaty Flre Area: A-08

Description:

Valve Compartments Typical of 8 Thermal Short #I (TSI) Data Drawing: NIA Member Type: None Member Size: NIA Comments:

No exposed steel Room Sketch: I I I I I Thermal Short #1 Sketch L ,., ",I: 2 '1, .# No sketch , . required. . '... , , . . ;I - %,,i " , .,:-a! . . r' :, - , .. -. ; fr -,+ - , .. . I..,' .I '. .. - , -. - ..

M663MH)I 7A, Revision W03 Page GI A-60 of GI A-1 62 Thermal Short #2 (TS2) Data NIA None NIA No Columns in his room Room Sketch: No sketch required.

Structural Steel Fireproofing Data Appendix GIA Room-Elevation:

131 2-2000 Bullding:

Auxiliary Fire Area: A-08

Description:

Boron Meter & R.C. Activity Monitor Rm Thermal Short #I (TSI) Data Drawing: NIA Member Type: None Member Size: NIR Comments:

No Building Steel in this room M-663-00017A.

Revision W03 Page GlA-61 of Gl A-162 Thermal Short#l Photo 2 Structural Steel Fireproofing Data Appendix GIA 1312-2000 Thermal Short #I Photo 1 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2 I - -- -- .- .. - No photo required.

M-663-00017A, Revision WO3 Page GIA-62 ofG1A-162 i Structural Steel Fireproofing Data Appendix G~A I Room-Elevation:

==

Description:==

Building:

Auxiliary Fire Area: Volume Control Tank Rm Thermal Short #I (TSI) Data Thermal Short #2 (TS2) Data NIA NfA NIA No Columns Drawing: Member Type: Beam Member Size: Comments:

Steel (Flange) is flush with slab (embedded) and protected with Fireproofing, No Attachments, Embedded steel member. Room Sketch:. Thermal Short #I Sketcl M-663-00017A, Revision W03 Page GIA-63 of GIA-162 . ..' C.., ..:. ., - 1. :.: - I hip . . photo required.

Thermal Short #1 Photo 2 Structural Steel Fireproofing Data Appendjx GIA 1313-2000 Thermal Short #1 Photo f Thermal Short #2 Sketch Thermal Short #2 Photo 7 Thermal Short #2 Photo 2 . : - = I - --- I - 7'4 I.. I No photo required.

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