ML23135A188
| ML23135A188 | |
| Person / Time | |
|---|---|
| Site: | Wolf Creek  |
| Issue date: | 05/08/2023 |
| From: | Wolf Creek |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML23135A163 | List:
|
| References | |
| WO 23-0006 | |
| Download: ML23135A188 (1) | |
Text
Wolf Creek Nuclear Operating Corporation Page 1 of 1 M-663-00017A, Revision W01 Attachment C Fire Protection Evaluations for Unique or Unbounded Fire Wrap Configurations (There are currently no evaluations in this attachment)
M-663-00017A Page 1 Attachment D1 Revision W05 M-663-00017A Attachment D1 Fire Protection Evaluation For Containment Post-Tensioning Openings at C Buttress Rev. No. Prepared By Date Reviewed By Date W01 9/16/05 9/1605 Wayne S Aregood Jeff Suter W05 1/21/14 01/22/2014 Don Garbe Jeff Suter
M-663-00017A Page 2 of 13 Attachment D1 Revision W05 Table of Contents Revision Log ................................................................................................................................. 3 1.0 Purpose ............................................................................................................................. 4 2.0 Scope ................................................................................................................................ 4 3.0 References ........................................................................................................................ 4 4.0 Evaluation ......................................................................................................................... 5 5.0 Conclusions .................................................................................................................... 12
M-663-00017A Page 3 of 13 Attachment D1 Revision W05 Revision Log Revision Reason for Revision W01 Original Issue W05 Incorporate Alternative C-Buttress Enclosure Design
M-663-00017A Page 4 of 13 Attachment D1 Revision W05 1.0 Purpose 1.1 The purpose of this document is to evaluate a unique fire barrier design for the hatch covers protecting the Containment post-tensioning openings at C Buttress. 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 Hatch covers for the Containment post-tensioning openings at C Buttress.
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 USAR Section 9.5.1.2.2.3 (Page 9.5-21), Rev. 13 3.4 Drawing C-1C1441, Auxiliary Building - Area 4 Concrete Neat Lines Plan - Floor El.
2026, Rev. 1 3.5 Drawing C-1C1441A, Auxiliary Building - Area 4 C-Buttress Opening Design Details, Rev. 0 3.6 Drawing C-1C1541, Auxiliary Building - Area 4 Concrete Neat Lines Plan - Floor El.
2047 - 6, Rev. 0 3.7 Specification 10466-A-126, Technical Specification For Cementitious Fireproofing of Structural Steel For The Standard Nuclear Unit Power Plant System (SNUPPS), Rev.
7 3.8 UL Fire Test N-711 (A-126-00001), Fire Test Of Loaded Restrained Beams Protected By Cementitious Mixture 3.9 UL Fire Test N-712 (A-126-00002), Fire Test Of Loaded Restrained Beams Protected By Cementitious Mixture 3.10 Fire Endurance Test of a Wall Assembly Clad with Thermo-Lag 330-1 (Project No.
14980-98207) 3.11 ASTM E 119, Standard Test Methods for Fire Tests of Building Construction and Materials 3.12 M-663-00017, Penetration Seal Typical Details, W20
M-663-00017A Page 5 of 13 Attachment D1 Revision W05 3.13 E-106-00014, Transco Installation Manual for Darmatt KM-1 Fire Protection Systems 4.0 Assumptions 4.1 None.
5.0 Evaluation 5.1 Assessment of Condition to Design Requirements The floor slabs of the Auxiliary Building elevations 2026 and 2047 incorporate two hatchways that are located at each side of the containment Buttress C. These four openings are provided to permit access to the containment post- tensioning system tendons located at the same elevations as the floor slabs.
In effort to prevent fire propagation from one Fire Area to another, a steel plate protected on both sides by fireproofing material, covers each hatch opening. Hatch cover steel support members are also protected with fireproofing material. This protection arrangement along with the interface with the seismic expansion gap at the Containment Building wall presents a unique fire barrier configuration that is not directly bounded by fire testing. Therefore, further review is necessary to assess acceptability. Figures 1 and 2 from Reference 3.4 depict the design configuration for the hatch covers and support steel, including the interface with the seismic gap seal.
Also, depicted in Figure 3 from Reference 3.5 is an alternative design to allow access to the tendon covers without removing the enclosure design. This alternative design will permit access without damaging the fire protective material during tendon maintenance.
FIGURE 1
M-663-00017A Page 6 of 13 Attachment D1 Revision W05 FIGURE 2 FIGURE 1 and 2 NOTES: (as extracted from Drawing C-1C1441)
- 1. ALL JOINTS SHALL BE CAULKED PER MANUFACTURERS INSTRUCTION (UNO) TOP SIDE ONLY.
- 2. ALL EXPOSED STRUCTURAL ITEMS SHALL BE FIRE PROOFED WITH 3-HOUR FIRE RATED THERMO-LAG PER MANUFACTURERS INSTRUCTIONS (UNO) TOP SIDE ONLY.
- 3. TRIM #14 GAGE PLATE & CERABLANKET AS REQUIRED TO AVOID INTERFERENCES WITH TENDON GREASE CAPS.
- 4. ALL EXPOSED STRUCTRUAL STEEL ITEMS SHALL BE FIRE PROOFED WITH 3-HOUR FIRE RATED ALBI-DURASPRAY PER MANUFACTURERS INSTRUCTIONS BOTTOM SIDE ONLY.
5.2 Evaluation of Condition 5.2.1 Hatch Cover Plate The bottom side of the 1/4 thick checker plate steel hatch covers and the heavy steel angle engaging the containment wall (slip joint) are protected with cementitious fire proofing. Cementitious fireproofing is also provided on the topside of one hatch, while the remaining three are protected with a 1 base layer of Thermo-Lag 330-1 on the topside.
The cementitious fireproofing thickness is provided in accordance with the requirements necessary to achieve a 3-hour rating for structural steel, which has less restrictive acceptance criteria (1,100°F for beams or 1,000°F columns) than the ASTM E 119 unexposed side requirements for a fire barrier (250qF plus ambient). Additionally, subsequent Thermo-Lag testing (Reference 3.10) has demonstrated that a 1 thick base layer panel achieves a 3-hour F rating and a 139-minute T rating when subjected to the fire barrier test requirements of ASTM E 119.
As discussed above, both materials satisfy a 3-hour F rating independent of each other. However, further review is necessary to assess temperature performance considering the combined affect of both materials collectively installed as a single protective barrier.
M-663-00017A Page 7 of 13 Attachment D1 Revision W05 When structural or steel enclosures protected with fireproofing material are integral to a fire 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 cementitious fireproofing is provided on both sides of the hatch cover, subtracting the furnace temperature (1,925qF) from actual thermocouple data (1,100qF) from References 3.8 and 3.9 yields an approximate 825qF temperature drop across the exposed fireproofing during ASTM E-119 fire endurance testing. By applying this temperature drop logic to the unexposed fireproofing, conservatively the same results will be achieved, yielding an expected temperature of 275qF to the unexposed side of the barrier. This estimated 275qF is below the maximum cold side temperature limitations required by ASTM E 119. Therefore, this protection configuration is considered 3-hour T rated.
Where a combination of cementitious fireproofing and Thermo-Lag 330-1 is utilized as hatch cover protection, temperature performance is based on a comparison to the Thermo-Lag test (Reference 3.10) that obtained a 139 minute T rating and the previously discussed thermal performance of cementitious fireproofing. Reference 3.10, for the Thermo-Lag wall test configuration, presented an average unexposed side temperature of 498qF at 3-hours. Subtracting the furnace temperature (1,925qF) from the unexposed side thermal performance of the Thermo-Lag barrier (498qF) yields an approximate 1427qF temperature drop across the exposed Thermo-Lag during ASTM E-119 fire endurance testing. Considering this significant temperature drop coupled with the 825qF drop presented by the cementitious fireproofing, it is reasonable to estimate that the unexposed side temperature will not exceed the limits of ASTM E 119 (250q plus ambient). Therefore, this protection configuration is considered 3-hour T rated.
In plant inspection has revealed the presence of minor cracking within the Thermo-Lag 330-1 material. This minor surface cracking (up to 1/8 wide) is acceptable based on the intumescent properties of the material. When exposed to fire the material intumescences and forms a char layer to allow the subliming characteristics to cool the underlying substrate. Industry testing has demonstrated 1/4 through holes were not specifically detrimental to the overall performance of the protective coating.
Exposed Thermo-Lag 330-1 and cementitious fireproofing providing hatch cover protection may be covered with a paint topcoat as necessary to protect against potential moisture intrusion. An acceptable topcoat is Thermo-Lag 311 (see Figure 3). This is the topcoat recommended for use by the Thermo-Lag vendor (Thermal Science Incorporated). Additionally, industry Thermo-Lag fire testing, in support of developing the NEI Thermo-Lag Application Guide, has demonstrated that topcoat products such as Thermo-Lag 311 have no net effect on the thermal performance capability of a Thermo-Lag fire barrier assembly. This topcoat does not present an increase to area combustible loading once cured.
M-663-00017A Page 8 of 13 Attachment D1 Revision W05 No fire testing directly correlates the use of the Thermo-Lag 311 product for topcoating cementitious fireproofing. However, considering the acceptable fire performance when coating an intumescent Thermo-Lag material, and the static nature of the cementitious material when exposed to fire, the topcoat also will not negatively impact the thermal performance of cementitious fireproofing.
5.2.2 Hatch Cover Plate Interface with Seismic Gap A seismic gap seal has been installed at the Containment wall and Auxiliary Building C Buttress hatch openings to maintain fire barrier continuity.
This seismic gap design is similar to that required by M-663-00017, typical detail SG-2. The installed seismic gap seal design at the hatchways differs slightly from the evaluated SG-2 typical detail, but is considered superior both structurally and from a fire resistant capability. This superiority is based on the bottom side, structural steel slip joint design installed between the Containment wall and the 1/4 steel checker plate hatch cover as shown in Figure 1. This steel slip joint provides substantial corbel support for the primary fire resistant sealant (ceramic fiber) and is installed to be compatible with building moments.
This steel is also protected with a cementitious fireproofing material to satisfy fire endurance requirements. Although the structural members sizes and configuration that make up the hatch support members are smaller than that fire tested, 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.
The other differing element to the SG-2 typical detail is that no installed seismic Dymeric 511 caulk is provided on the bottom side of the seismic gap seal. The lack of bottom side Dymeric caulk has no impact to fire rating of the seal and is not a critical design attribute in the installed configuration based on the following, x The openings are not required to satisfy Water, Air or Pressure design requirements based on a review of adjacent penetration seals design requirements.
x At the hatchway locations the openings are constructed with a flood curb to satisfy any flood issues caused by fire fighting activities.
x The presence of cementitious fireproofing on the bottom side provides protection from water intrusion.
x There are no safety related, PFSSD components or equipment located in close proximity to the openings, if inadvertent water intrusion were to occur during fire fighting activities.
Based on the above discussions the C Buttress hatch interface with the seismic gap seal provides an equivalent 3-hour F and T rated configuration.
M-663-00017A Page 9 of 13 Attachment D1 Revision W05 5.2.3 Hatch Cover Plate Optional Protection and Configuration An optional configuration is herewith evaluated to partially eliminate the fireproofing material on one side of the C-Buttress enclosure (1/4 checker plate) that separates fire areas. The Bottom side protection will be revised to utilize 4 layers of Darmatt KM-1 panel secured to the 1/4 checker plate with four (4) 1/4 fasteners and stainless steel large (14 gauge min) washer restraining plate.
The reason to eliminate the fireproofing on the topside and revising the material type on the bottom side of the hatch is to allow unrestricted access to the C-Buttress tendon tensioning covers without loss of fireproofing material during disassembly. The elimination of the fireproofing on one side of the C-Buttress enclosure checker plate will not negatively impact the barrier to prevent the passage of flame or negate the barrier F and T rating. The design will be also prevent water flow to the lower level as previously designed.
Installation of 3-hour Darmatt KM-1 panel configuration on the bottom side of the enclosure plate, abutting snugly to the required structural steel fireproofing and slab opening sides will provide a 3-hour fire rating (F & T).
Both design requirements (fire and flood) are being met with the optional design. The new design will also permit the one-piece removal of the enclosure plate without damaging the fireproofing material, reducing cost consequences as compared to the current design. The structural components of the design are unchanged and fire resistance is the only change requiring evaluation and bounding.
The physical differences between the original design and the optional design being evaluated are as follows:
x The optional C-Buttress enclosure is not protected on one side (top or bottom).
x Reduced SG-2 seismic gap ceramic fiberfill (2 as compared to 3) throughout the Tendon Cover interference.
x Use of 3-Hour Darmatt KM-1 material design to protect the SG-2 design along the Containment Building interface and on side of the C-Buttress closure plate.
The design change at the 2047-6, South side C-Buttress enclosure will eliminate the need to cover the topside checker plate with fireproofing and changing the fireproofing material to Darmatt KM-1 along the side of the seismic gap configuration.
The hatch/C-Buttress enclosure plate shall be stenciled on top to ensure that material or combustibles are not stored on the enclosure plate and there are no combustibles within proximity to auto-ignite and propagate fire if a fire would occur in the fire area below. All four C-Buttress enclosures are similar and situated providing the same affect to combustibles. Therefore, this change may be applied to remaining C-Buttress enclosures when they are disassembled, provided the critical attributes evaluated are herein are incorporated.
M-663-00017A Page 10 of 13 Attachment D1 Revision W05 By installing the four (4) layers of Darmatt KM-1 on the bottom side of the checker plate maintains the F and T rating of the enclosure. The Darmatt KM-1 is fit snug to the slab opening and the structural fireproofing installed on the steel angle supports and fitted with intumescent expanding gasket material, closing off any plate exposure during fire exposure. The reduced ceramic fiberfill along the tendon cover interface (2 min) within the seismic gap seal design is compensated with 1 of additional fireproofing material on the support steel below to reduce thermal heat flux through the seismic gap seal design. In addition, Darmatt KM-1 as been added to the side of the seismic gap design and at the transition sections at each end of the closure plate to protect the vertical portions of the seismic gap design and transition segments from direct flame impingement. It must be noted that the seismic gap design at the C-Buttress does not incorporate Dymeric compound on the bottom side but incorporates a heavy steel support angle and fireproofing protection. Therefore, heat flux would have to propagate through approximately 2-1/2 of fireproofing and through the large 1/2 thick steel angle and the (2 min) ceramic fiberfill to affect the code side temperature. The remaining seismic gap configuration is as required and bounded per M-663-00017, Detail SG-2.
Four layers of Darmatt KM-1 has demonstrated through industry testing programs, to satisfy cold side temperatures when applied to cable tray, conduit and boxed enclosures. Installing the Darmatt KM-1 with steel or stainless steel fasteners and a large stainless steel restraining plate will ensure that the Darmatt KM-1 will remain fixed to the enclosure plate during fire and hose stream exposures resulting from firefighting activities. Typically Darmatt KM-1 barriers are secured with tie wire at 6 intervals along the barrier seams.
Because the cover plate protection is one piece that is restraining and covering the majority of the Darmatt KM-1 protective panels typical attachment methods will not be required. The Darmatt KM-1 panels covered by the restraining plate will perform at least equivalent to direct exposed Darmatt KM-1 panels. The large restraining plate will shield the underlying Darmatt KM-1 from direct flame impingement and equally spread the flame or hot gas throughout the exposed surface eliminating hot spots. Unlike similar fire protective barrier materials, Darmatt KM-1 does not require direct flame exposure to perform and insulate the underlying commodity during fire exposures. Darmatt KM-1 is not intumescent or subliming material. If necessary when consider reversing the Darmatt KM-1 to the top of the checker plate, notching the material at the fasteners is permissible. The small area notch is acceptable because the fastener will be recessed within the four layers and no combustible are permitted to be stored on the enclosure plate or with close proximity.
Water exposure during postulated flood conditions could expose some of the Darmatt KM-1 material to water. Industry Test, E-106-00031 performed a Soak and Drying test to ensure that repeater water exposures would not have a deleterious affect on the base material. The test sample was tested without the waterproof grey cloth to enable a worse case scenario by cyclic exposures with complete submersion. Post testing observations concluded that the material maintained its original physical conditions with no obvious degrading affects.
Based on the above discussions, the use of 3-hour Darmatt KM-1 material, either on top or the bottom of the enclosure plate, and on the vertical sides of
M-663-00017A Page 11 of 13 Attachment D1 Revision W05 the seismic gap design provides an equivalent 3-hour F and T rated configuration as originally designed.
FIGURE 3 (Optional Detail Closure Plate - C-1C1441A)
FIGURE 3 NOTES:
- 1. ALL EXPOSED STRUCTURAL ITEMS SHALL BE FIREPROOFED WITH 3-HOUR FIRE RATED FIREPROOFING PER SPECIFICATION A-126 AND CNT-MC-600 AND MANUFACTURERS INSTRUCTIONS.
THE AREA OF INTERFERENCE NOTCHING OF THE SG-2 SEISMIC GAP DESIGN REQUIRES INCREASED THICKNESS (1) TO COMPENSATE FOR THE REDUCED CERAMIC FIBER FILL AT THE TENDON COVER NOTCH. THE CHECKER PLATE DOES NOT REQUIRE FIREPROOFING ON ONE SIDE (TOP OR BOTTOM).
- 2. TRIM #14 GAGE PLATE & CERABLANKET AS REQUIRED TO AVOID INTERFERENCES WITH TENDON COVERS. MAINTAIN 2 MINIMUM CERAMIC FIBER THROUGHOUT THE INTERFERENCE AREA.
- 3. ALL CLOSURE INTERFACE JOINTS SHALL BE CAULKED WITH GREY DOW CORNING 732 CAULK TO PREVENT THE PASSAGE OF WATER (TOP SIDE ONLY).
5.3 Post Fire Safe Shutdown Impact There is no impact to PFSSD systems or components as a result of this evaluation.
The C Buttress hatch cover plates and associated interface with the seismic gap seal are evaluated as 3-hour F and T rated.
6.0 Conclusions Based on the above discussions, it is reasonable to conclude that the C Buttress hatch cover plates and associated interface with the seismic gap seal are 3-hour F and T rated. The C Buttress hatch covers with one sided Darmatt KM-1 fireproofing protection or two sided protection as originally designed satisfy regulatory requirements and commitments as well as WCNOC Fire Protection Program requirements, to prevent spread of fire from one Fire Area to another.
M-663-00017A Page 12 of 13 Attachment D1 Revision W05 Figure 3 Thermo-Lag 311 Product Data Sheet (Page 1 of 2)
M-663-00017A Page 13 of 13 Attachment D1 Revision W05 Figure 3 Thermo-Lag 311 Product Data Sheet (Page 2 of 2)
Page 1 M-663-00017A Attachment D2 Fire Protection Evaluation For Resin Loading Chute Cover Plate (Penetration P141S1028)
Rev. No. Prepared By Date Reviewed By Date W01 8/22/05 8/22/05 Jeff Suter Wayne S Aregood
M-663-00017A Page 2 of 6 Attachment D2 Revision W01 Table of Contents 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 3 of 6 Attachment D2 Revision W01 Revision Log Revision Reason for Revision W01 Original Issue
M-663-00017A Page 4 of 6 Attachment D2 Revision W01 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 M-663-00017.
This evaluation was conducted in effort to satisfy regulatory expectation regarding qualification and documentation of fire barrier penetration seals, as discussed in NRC Information Notice 88-04. This evaluation was conducted in accordance with the guidance of NRC Generic Letter 86-10.
2.0 Scope 2.1 Resin loading chute cover plate (penetration P141S1028).
3.0 References 3.1 NRC Generic Letter 86-10, Implementation of Fire Protection Requirements, dated April 24, 1986 3.2 NRC Information Notice 88-04, Inadequate Qualification and Documentation of Fire Barrier Penetration Seals.
3.3 10 CFR 50 Appendix R, Fire Protection Program For Nuclear Power Facilities Operating Prior To January 1, 1979 3.4 M-663-00017, Penetration Seal Typical Details, Rev. W20 3.5 USAR Section 9.5.1.2.2.3 (Page 9.5-23), Rev. 13 3.6 C-0C1441, Auxiliary Building - Area 1 Concrete Neat Lines Plan - Floor EL.
2026-0, Rev. 17 3.7 AP 10-102, Control of Combustibles, Rev. 9 3.8 Underwriters Laboratory Fire Resistance Directory (UL System CAJ0010), 2002 Edition 3.9 XX-X-004, Combustible Fire Loading for Each Room in the Various Fire Areas at WCNOC, Rev. 3 4.0 Assumptions 4.1 None.
5.0 Evaluation 5.1 Assessment of Condition to Design Requirements The steel cover plate over penetration P141S1028, shown in Photos 1 and 2, is not directly bounded by a typical seal detail from M-663-00017. 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,
M-663-00017A Page 5 of 6 Attachment D2 Revision W01 primary use of Room 1405. This room, which is on the topside of the floor penetration, is designated as a combustible material staging area per AP 10-102.
Photo1, P141S1028 Topside Photo 2, P141S1028 Bottom Side Room 1405 & Fire Area A-26 Room 1307 and Fire Area A-8 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 demineralizer compartments. The chute opening is integral with an embedded steel floor sleeve that is elevated approximately 4 above the floor surface. The opening is covered with a 1/4 thick steel plate. The steel plate design protecting the opening is depicted on drawing C-0C1441. The penetration opening is controlled via penetration number P141S1028.
The 1/4 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 3-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, PFSSD 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 up to 1,000 lbs of Class A material.
The floor slab containing penetration P141S1028 is 20 thick reinforced concrete (Reference 3.6). This substantial barrier thickness ensures that a fire in Fire Area A-26 (topside of penetration) 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 Page 6 of 6 Attachment D2 Revision W01 determination is based on the discussion provided in Section 7.2.3 of M-663-00017, which reveals a conservative linear temperature drop of 222qF 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 3-hour 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 A-8 and the separation distance of the steel plate from the unexposed barrier side for a fire in Fire Area A-26.
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 its 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 plants ability to achieve and maintain PFSSD.
Wolf Creek Nuclear Operating Corporation Page 1 of 1 M-663-00017A, Revision W01 Attachment E Fire Protection Evaluations for Unique or Unbounded Fire Door Configurations (There are currently no evaluations in this attachment)
Page 1 M-663-00017A Attachment F1 Fire Protection Evaluation For Fire Dampers Beyond Barrier Plane Rev. No. Prepared By Date Reviewed By Date W01 8/22/05 8/22/05 Wayne S Aregood Jeff Suter
M-663-00017A Page 2 of 7 Attachment F1 Revision W01 Table of Contents Revision Log ................................................................................................................................... 3 1.0 Purpose............................................................................................................................... 4 2.0 Scope .................................................................................................................................. 4 3.0 References.......................................................................................................................... 4 4.0 Evaluation ........................................................................................................................... 5 5.0 Conclusions......................................................................................................................... 7
M-663-00017A Page 3 of 7 Attachment F1 Revision W01 Revision Log Revision Reason for Revision W01 Original Issue
M-663-00017A Page 4 of 7 Attachment F1 Revision W01 1.0 Purpose 1.1 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 9.5-19), Rev. 15 3.5 UL-555, UL Standard for Safety Fire Dampers 3.6 Drawing M-1H1521, Heating, Ventilating & Air Cond. Auxiliary Building EL. 2047-6 Area 2, Rev. 9 3.7 Drawing M-0H1905, 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-126-00001), Fire Test Of Loaded Restrained Beams Protected By Cementitious Mixture 4.0 Assumptions 4.1 None.
M-663-00017A Page 5 of 7 Attachment F1 Revision W01 5.0 Evaluation 5.1 Assessment of Condition to Design Requirements Vertical fire dampers GKD0180 and GKD0182 communicate between the 2047-6 elevation of the Auxiliary Building Control Room AC and Filtration Unit A (Room 1512 and Fire Area A-22) and the Control Building Equipment Cabinet Area (Room 3605 and Fire Area C-27). Drawing M-1H1521 reveals that these fire dampers are located outside the fire barrier plane on the Auxiliary Building side (see Photos 1 and 2) in accordance with the installation details of drawing M-0H1905. 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.
Cementitious Fireproofing (Typical)
Photo 1 Fire Damper GKD0180 (from Auxiliary Building Side)
Cementitious Fireproofing (Typical)
Photo 2 Fire Damper GKD0182 (from Auxiliary Building Side)
M-663-00017A Page 6 of 7 Attachment F1 Revision W01 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) 5/8 Hilti Kwik Bolt Type II anchors, as shown on Drawing M-0H1905. These damper enclosures are constructed from 1/2 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 1/4 expansion joint and are not physically attached to the enclosure, thermal expansion would not have a direct affect to 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 Page 7 of 7 Attachment F1 Revision W01 5.3 Post Fire Safe Shutdown Impact There is no impact to PFSSD systems or components as a result of this evaluation. Fire dampers 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 3-hour 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.
Page 1 M-663-00017A Attachment G1 Fire Protection Evaluation For Generic Fireproofing Issues Rev. No. Prepared By Date Reviewed By Date W03 6/13/07 6/13/07
M-663-00017A Page 2 of 16 Attachment G1 Revision W03 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....................................................................................................................10 7.0 Evaluation .......................................................................................................................11 8.0 Conclusions.....................................................................................................................16 Appendix G1A, Room Data Sheets... (162 Total Pages)
M-663-00017A Page 3 of 16 Attachment G1 Revision W03 Revision Log Revision Reason for Revision W03 Original Issue
M-663-00017A Page 4 of 16 Attachment G1 Revision W03 1.0 Purpose 1.1 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 1.189.
2.0 Scope 2.1 This evaluation is applicable to the Rooms identified in Table II.
3.0 References 3.1 NRC Generic Letter 86-10, Implementation of Fire Protection Requirements, dated April 24, 1986 3.2 10 CFR 50 Appendix R, Fire Protection Program For Nuclear Power Facilities Operating Prior To January 1, 1979 3.3 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-126-00001), 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 3.11 Drawing A-1801, 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 Page 5 of 16 Attachment G1 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 Requirements USAR Section 9.5.1.2.2.3.c , identifies that the notes contained on Figure 9.5.1-2
[Drawing A-1801] 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 I ASTM E-119 Temperature Limitations for 3-Hour Fire Exposure Structural Member Maximum Single Point Maximum Average Type Temperature (qF) Temperature (qF)
Beam 1300q(F) 1100q(F)
Column 1200q(F) 1000q(F) 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 Z-146 coatings to 3-hour ASTM E-119 fire exposures. The testing for beams and columns, utilized W8 x 28 steel shapes incorporating two 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.
M-663-00017A Page 6 of 16 Attachment G1 Revision W03 Additionally, in various plant areas structural steel has been integrated as part of the fire barrier assembly. However, fire testing does not directly bound the use of protected steel as an element of a fire barrier assembly.
Refer to Table II for the specific rooms that are addressed by this evaluation.
TABLE II Rooms Addressed By Evaluation Fire Room Building Elev.
Description:
Comments/References Area A-1 1102 Auxiliary 1974-0 Chiller & Surge Tanks Area See Section 7.3 1103 Auxiliary 1974-0 Letdown Chiller Heat Exch Room See Section 7.3 1104 Auxiliary 1974-0 Letdown Reheat Heat Exch See Section 7.3 Room 1105 Auxiliary 1974-0 Valve Compartment See Section 7.3 1106 Auxiliary 1974-0 Moderating Heat Exch Room See Section 7.3 1115 Auxiliary 1974-0 Normal Charging Pump Rm See Section 7.3 1123 Auxiliary 1974-0 Passage See Section 7.3 1124 Auxiliary 1974-0 Valve Compartment See Section 7.3 1125 Auxiliary 1974-0 Letdown Heat Exch Room See Section 7.3 1128 Auxiliary 1974-0 Auxiliary Feedwater Pump Room See Section 7.3 1129 Auxiliary 1974-0 Aux Steam Cond Recovery & See Section 7.3 Storage Tank 1201 Auxiliary 1988-0 Vestibule See Section 7.5 and Attachment G5 1205 Auxiliary 1988-0 Access Area A No Steel with concrete ceiling.
A-2 1111 Auxiliary 1974-0 Residual Heat Removal Pump See Section 7.3 Room A 1112 Auxiliary 1974-0 Containment Spray Pump Room See Section 7.3 A
1113 Auxiliary 1974-0 Safety Injection Pump Room A See Section 7.3 1114 Auxiliary 1974-0 Centrifugal Charging Pump See Section 7.3 Room A A-3 1116 Auxiliary 1974-0 Boric Acid Tank Room B See Section 7.3 and Attachment G5 A-4 1107 Auxiliary 1974-0 Centrifugal Charging Pump See Section 7.3 Room B 1108 Auxiliary 1974-0 Safety Injection Pump Room B See Section 7.3 1109 Auxiliary 1974-0 Residual Heat Removal Pump See Section 7.3 Room B 1110 Auxiliary 1974-0 Containment Spray Pump Room See Section 7.3 B
A-5 1119 Auxiliary Stair Aux. Stair A-1 & A-1A See Section 7.5 and Attachment G5 1601 Auxiliary 2064-4 Elevator Machine Room No. 2 See Section 7.5 A-6 1127 Auxiliary Stair Aux. Stair A-2 See Section 7.5 and Attachment G5 A-8 1302 Auxiliary 2000-0 Filter Compartments Typical of 5 No Steel with concrete ceiling.
1306 Auxiliary 2000-0 Valve Compartments Typical of 5 No Steel with concrete ceiling.
1308 Auxiliary 2000-0 Valve Compartments Typical of 8 No Steel with concrete ceiling.
1312 Auxiliary 2000-0 Boron Meter & R.C. Activity Misc. Steel only, protected with Monitor Rm mono rail attachments, See Section 7.4 1313 Auxiliary 2000-0 Volume Control Tank Rm No Thermal Short Issues 1316 Auxiliary 2000-0 Valve Compartment Misc. Steel only, protected with mono rail attachments, See Section 7.4 1317 Auxiliary 2000-0 Seal Water Heat Exch Rm Misc. Steel only, protected with mono rail attachments, See Section 7.4
M-663-00017A Page 7 of 16 Attachment G1 Revision W03 Fire Room Building Elev.
Description:
Comments/References Area A-8 1319 Auxiliary 2000-0 Demineralizer Compartments No Steel with concrete ceiling.
(Cont.) Typical of 8 1321 Auxiliary 2000-0 Exit Vestibule See Section 7.5 and Attachment G5 A-9 1309 Auxiliary 2000-0 Residual Heat Removal Heat See Section 7.1, No Thermal Short Exch Rm B Issues A-10 1310 Auxiliary 2000-0 Residual Heat Removal Heat See Section 7.1, No Thermal Short Exch Rm A Issues A-11 1335 Auxiliary 2000-0 Electrical Chase See Section 7.1 A-12 1336 Auxiliary 2000-0 Electrical Chase No Steel with concrete ceiling.
A-23 1411 Auxiliary 2037-7 Main Feedwater Rm No. 1 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 2026-0 I & C Hot Shop No Steel with Drop ceiling, above steel is evaluated in Room 1405, See Attachment G3 A-28 1413 Auxiliary 2026-0 Auxiliary Shutdown Panel Room No Steel with concrete ceiling.
C-1 3104 Control Stair Control, Stair No. C-2, 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 C-3 3105 Control 1974-0 Electrical Chase See Sections 7.2 and Attachment G5 C-5 3206 Control 1984-0 Corridor Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment G3 3212 Control 1984-0 Womens 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 Womens Toilet Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment G3 3214 Control 1984-0 Hall Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment G3 3215 Control 1984-0 Mens Shower Room Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment G3 3216 Control 1984-0 Drying Room 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 Mens Toilet Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment G3 3218 Control 1984-0 H.P. office Area Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment G3
M-663-00017A Page 8 of 16 Attachment G1 Revision W03 Fire Room Building Elev.
Description:
Comments/References Area C-5 3219 Control 1984-0 H.P. office Partial Height Room, no structural (Cont.) steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment G3 3220 Control 1984-0 Sign In/Out Area Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment G3 3221 Control 1984-0 Vestibule No. 1 Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment G3 3222 Control 1984-0 H.P. office Partial Height Room, no structural steel within this Room. Steel above will be reviewed as part of Room NAC, Attachment G3 3223 Control 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 Room NAC, Attachment G3 C-6 3201 Control Stair Control, Stair C-1 See Section 7.5 and Attachment G5 3202 Control 1984-0 Controlled H.P. Tool & Inst. Partial Height Room, no structural Storage Room steel within this Room. Steel above will be reviewed as part of Room SAC, Attachment G3 3203 Control 1984-0 Hot Janitors Closet No Steel with concrete ceiling.
3204 Control 1984-0 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 above will be reviewed as part of Room SAC, Attachment G3 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 G3 C-7 3230 Control 1984-0 Electrical Chase See Sections 7.1 & 7.2 C-8 3229 Control 1984-0 Electrical Chase See Section 7.2 and Attachment G5 C-11 3305 Control 2000-0 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 G1 Revision W03 Fire Room Building Elev.
Description:
Comments/References Area C-17 3418 Control 2016-0 Electrical Chase See Sections 7.1 & 7.2, and Attachment G5 C-18 3419 Control 2016-0 Electrical Chase See Sections 7.1 & 7.2, and Attachment G5 C-19 C19 Control 2016-0 Cable Chase @ CA-C3, 2016-0 See Section 7.1 to 2032-0 C-20 C20 Control 2016-0 Cable Chase @ CA-C6, 2016-0 See Section 7.1 to 2032-0 C-23 3505 Control 2032-0 Electrical Chase See Section 7.1 & 7.2 and Attachment G5 C-24 3504 Control 2032-0 Electrical Chase See Section 7.1 & 7.2 C-25 C25 Control 2032-0 Cable Chase @ CA-C6, 2032-0 See Section 7.1 to 2047-6 C-26 C26 Control 2032-0 Cable Chase @ CA-C3, 2032-0 See Section 7.1 to 2047-6, C-27 3601 Control 2047-6 Control Room Control Room is a partial height room, no structural steel within this Room. Steel above will be reviewed as part of Room 3605, Attachment G3 3603 Control 2047-6 Shift Supervisors office Control Room is a partial height room, no structural steel within this Room. Steel above will be reviewed as part of Room 3605, Attachment G3 3604 Control 2047-6 Foyer Control Room is a partial height room, no structural steel within this Room. Steel above will be reviewed as part of Room 3605, Attachment G3 3606 Control 2047-6 Emergency Equipment Storage Partial Height Room with concrete Room ceiling, no structural steel within this Room.
3616 Control 2047-6 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 Partial Height Room with concrete ceiling, no structural steel within this Room.
3608 Control 2047-6 Janitors Closet Partial Height Room with concrete ceiling, no structural steel within this Room.
C-29 3609 Control 2047-6 SAS Room Partial Height Room with concrete ceiling, no structural steel within this Room.
C-30 3617 Control 2047-6 Electrical Chase See Section 7.1 & 7.2 and Attachment 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, C-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 C-36 C36 Control 2000-0 Cable Chase @ CA-C6, 2000-0 See Section 7.1 and Attachment G5 to 2016-0, C-37 C37 Control 2000-0 Cable Chase @ CA-C3, 2000-0 See Section 7.1 and Attachment G5 to 2016-0
M-663-00017A Page 10 of 16 Attachment G1 Revision W03 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 B 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 Steel, 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-663-00017A, 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, Sec. 12.2.1 6204 Fuel 2026-0 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-663-00017A, Sec. 12.2.1 6301 Fuel 2047-6 General Floor Area See M-663-00017A, Sec. 12.2.1 6302 Fuel 2047-6 Laydown Area See M-663-00017A, Sec. 12.2.1 RB RB Reactor All Reactor Building No Fireproofing in Reactor Building 6.0 Methodology 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:
x Appendix R Barriers with Incorporated Structural Steel x Steel Internal to Cable Chases x Embedded Steel x Miscellaneous Steel x Steel Protection for Stairwells and Elevators x Diesel Building Structural Steel
M-663-00017A Page 11 of 16 Attachment G1 Revision W03 x Control Building Duct Chase 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 unique/unbounded 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:
x During ASTM E-119 testing, furnace temperatures are maintained at 1925qF. By subtracting the furnace temperature (1,925qF) from actual thermocouple data (1,100qF) from References 3.5 and 3.6 yields an approximate 825qF 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 275qF to the unexposed side of the barrier. This estimated 275qF is below the maximum cold side temperature limitations required by the WCNOC Fire Protection Program (250qF plus ambient for fire barrier construction and 325qF 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 size/mass 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 Page 12 of 16 Attachment G1 Revision W03 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 and/or 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 Page 13 of 16 Attachment G1 Revision W03 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 room/area 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 Page 14 of 16 Attachment G1 Revision W03 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.
7.7 Control Building Duct Chase The Control Building Duct Chase (Fire Area C-1) 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 G1 Revision W03 FIGURE I Control Building Duct 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 Unistrut, 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 5203), PFSSD is not negatively affected from a building structural integrity perspective as the evaluations above determined that room/fire 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-663-00017A Page 16 of 16 Attachment G1 Revision W03 Refer to Attachment G5 for documentation of the HAZ review for steel 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 and/or 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.
M-663-00017A, Revision W03 Page G1A-1 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1102-1974 Building: Auxiliary Fire Area: A-01
==
Description:==
Chiller & Surge Tanks Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1211 N/A Member Type: Beam N/A Member Size: 27 X 94 N/A Comments: Embedded Steel, Not a Thermal There are no Columns in this Room.
Short Issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-2 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1102-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Letdown Chiller Heat Exch Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1211 N/A Member Type: Beam N/A Member Size: 24 X 68 N/A Comments: Embedded Steel, Not a Thermal There are no Columns in this Room.
Short Issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-4 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1103-1974 Thermal Short #1 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 Page G1A-5 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1104-1974 Building: Auxiliary Fire Area: A-01
==
Description:==
Letdown Reheat Heat Exch Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1211 N/A Member Type: Beam N/A Member Size: 24 X 68 N/A Comments: Embedded Steel, Not a Thermal There are no Columns in this Room.
Short Issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-6 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1104-1974 Thermal Short #1 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 Page G1A-7 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1105-1974 Building: Auxiliary Fire Area: A-01
==
Description:==
Valve Compartment Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1211 N/A Member Type: Beam N/A Member Size: 30 X 99 N/A Comments: Embedded Steel, Not a Thermal Short There are no Columns in this Room.
Issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-8 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1105-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Moderating Heat Exch Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1211 N/A Member Type: Beam N/A Member Size: 24 X 68 N/A Comments: HAZ, Mono Rail extending through There are no Columns in this Room.
CMU filled Block out, Not an issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-10 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1106-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Normal Charging Pump Rm Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1221 N/A Member Type: Beam N/A Member Size: 27 X 84 N/A Comments: HAZ, Mono Rail extending through There are no Columns in this Room.
CMU filled Block out, Not an issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-12 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1115-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Passage Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1231 N/A Member Type: Beam N/A Member Size: 30 X 99 N/A Comments: Embedded Steel no evaluation No Columns within this Room required.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-14 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1123-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Valve Compartment Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1231 N/A Member Type: Beam N/A Member Size: 24 X 68 N/A Comments: Embedded Steel no evaluation No Columns within this Room required.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-16 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1124-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Letdown Heat Exch Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1231 N/A Member Type: Beam N/A Member Size: 24 X 68 N/A Comments: Embedded Steel no evaluation No Columns within this Room required.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-18 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1125-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Auxiliary Feedwater Pump Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1352 Member Type: Beam Column Member Size: 14 X 34 N/R Comments: Beam embedded with concrete on Columns, Unistrut only, no issue.
one side Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-20 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1128-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Aux Steam Cond Recovery & Storage Tank Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1352 N/A Member Type: Beam Column Member Size: 14 X 34 N/R Comments: Beam embedded with concrete on Columns, Unistrut only, no issue.
one side Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-22 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1129-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Vestibule Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1331 N/A Member Type: Beam N/A Member Size: 24 X 68 N/A Comments: Beam embedded or support by No Columns underlying wall., No Issue Room Sketch:
Thermal Short #1 Sketch
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==
Description:==
Access Area A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: None None Member Size: N/A N/A Comments: No exposed steel No exposed steel Room Sketch:
Thermal Short #1 Sketch
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==
Description:==
Residual Heat Removal Pump Room A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1221 N/A Member Type: Beam N/A Member Size: 24 X 68 N/A Comments: HAZ, Mono Rail extending through There are no Columns in this Room.
CMU filled Block out, Not an issue.
Section 12.2.2 Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-26 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1111-1968 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Containment Spray Pump Room A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1221 N/A Member Type: Beam N/A Member Size: 21 X 55 N/A Comments: HAZ, Mono Rail extending through There are no Columns in this Room.
CMU filled Block out, Not an issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-28 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1112-1968 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Safety Injection Pump Room A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1221 N/A Member Type: Beam N/A Member Size: 18 X 50 N/A Comments: HAZ, Mono Rail extending through There are no Columns in this Room.
CMU filled Block out, Not an issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-30 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1113-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Centrifugal Charging Pump Room A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1221 N/A Member Type: Beam N/A Member Size: 27 X 84 N/A Comments: HAZ, Mono Rail extending through There are no Columns in this Room.
CMU filled Block out, Not an issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-32 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1114-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Boric Acid Tank Room B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1421 N/A Member Type: Beam N/A Member Size: 24 X 76 N/A Comments: HAZ & thermal short is located on a There are no Columns in this Room.
beam that is partially embedded, concrete on the back side, not an issue. No HAZ Issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-34 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1116-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Centrifugal Charging Pump Room B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1211 N/A Member Type: Beam N/A Member Size: 21 X 55 N/A Comments: HAZ, Mono Rail extending through There are no Columns in this Room.
CMU filled Block out, Not an issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-36 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1107-1974 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Safety Injection Pump Room B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1211 N/A Member Type: Beam N/A Member Size: 16 X 40 N/A Comments: HAZ, Mono Rail extending through There are no Columns in this Room.
CMU filled Block out, Not an issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-38 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1108-1974 Thermal Short #1 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 Page G1A-39 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1109-1968 Building: Auxiliary Fire Area: A-04
==
Description:==
Residual Heat Removal Pump Room B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1211 N/A Member Type: Beam N/A Member Size: 24 X 68 N/A Comments: HAZ, Mono Rail extending through There are no Columns in this Room.
CMU filled Block out, Not an issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-40 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1109-1968 Thermal Short #1 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 Page G1A-41 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1110-1968 Building: Auxiliary Fire Area: A-04
==
Description:==
Containment Spray Pump Room B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1211 N/A Member Type: Beam N/A Member Size: 21 X 62 N/A Comments: HAZ, Mono Rail extending through There are no Columns in this Room.
CMU filled Block out, Not an issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-42 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1110-1968 Thermal Short #1 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 Page G1A-43 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1119-1974 Building: Auxiliary Fire Area: A-05
==
Description:==
Aux. Stair A-1 & A-1A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1231 N/A Member Type: Beam Column Member Size: N/R N/R Comments: No Thermal Short Issues There are no Thermal Shorts Attached to the Column Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-44 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1119-1988 Building: Auxiliary Fire Area: A-05
==
Description:==
Aux. Stair A-1 & A-1A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1331 N/A Member Type: Beam Column Member Size: N/R N/R Comments: No Thermal Short Issues There are no Thermal Shorts Attached to the Column Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-45 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1119-2000 Building: Auxiliary Fire Area: A-05
==
Description:==
Aux. Stair A-1 & A-1A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1431 N/A Member Type: Beam Column Member Size: N/R N/R Comments: Beam is embedded or supported by There are no Thermal Shorts underlying Wall, Thermal Short Attached to the Column Review not required.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-46 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1119-2000 Thermal Short #1 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 Page G1A-47 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1119-2026 Building: Auxiliary Fire Area: A-05
==
Description:==
Aux. Stair A-1 & A-1A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1531 N/A Member Type: Beam Column Member Size: N/A N/A Comments: There are no Thermal Shorts There are no Thermal Shorts Attached to the Beam Attached to the Column Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-48 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1119-2047 Building: Auxiliary Fire Area: A-05
==
Description:==
Aux. Stair A-1 & A-1A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1631 N/A Member Type: Beam Column Member Size: N/A N/A Comments: No Thermal Short Issues No Thermal Short Issues Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-49 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1119-2062 Building: Auxiliary Fire Area: A-05
==
Description:==
Aux. Stair A-1 & A-1A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: Beam Column Member Size: N/A N/A Comments: No Thermal Short Issues No Thermal Short Issues Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-50 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1601-2062 Building: Auxiliary Fire Area: A-05
==
Description:==
Aux. Stair A-1 & A-1A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: Beam N/A Member Size: N/A N/A Comments: No Thermal Shorts No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-51 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1127-1974 Building: Auxiliary Fire Area: A-06
==
Description:==
Aux. Stair A-2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1341 Member Type: Beam Column Member Size: 24 X 68 N/A Comments: Beam is supported by underlying wall. No thermal shorts.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-52 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1127-1974 Thermal Short #1 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 Page G1A-53 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1127-2000 Building: Auxiliary Fire Area: A-06
==
Description:==
Aux. Stair A-2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1441 C-1S1001 Member Type: Beam Column Member Size: 18 X 50 14 X 228 Comments: Embedded Steel no evaluation Embedded Steel no evaluation required. required.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-54 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1127-2026 Building: Auxiliary Fire Area: A-06
==
Description:==
Aux. Stair A-2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: Beam N/A Member Size: N/R N/A Comments: Beam embedded with concrete on No Columns one side Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-55 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1127-2047 Building: Auxiliary Fire Area: A-06
==
Description:==
Aux. Stair A-2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1641 N/A Member Type: Beam N/A Member Size: 24 X 76 N/A Comments: No fireproofing, steel protrudes through No Columns.
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:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-56 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1127-2047 Thermal Short #1 Photo 1 Thermal Short #1 Photo 2 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
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==
Description:==
Filter Compartments Typical of 5 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: None None Member Size: N/A N/A Comments: No exposed steel No exposed steel Room Sketch:
Thermal Short #1 Sketch
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==
Description:==
Valve Compartments Typical of 5 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: None None Member Size: N/A N/A Comments: No expose steel No expose steel Room Sketch:
Thermal Short #1 Sketch
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==
Description:==
Valve Compartments Typical of 8 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: None None Member Size: N/A N/A Comments: No exposed steel No exposed steel Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-60 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1312-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Boron Meter & R.C. Activity Monitor Rm Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: None None Member Size: N/R N/A Comments: No Building Steel in this room No Columns in this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-61 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1312-2000 Thermal Short #1 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 Page G1A-62 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1313-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Volume Control Tank Rm Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1421 N/A Member Type: Beam N/A Member Size: NR N/A Comments: Steel (Flange) is flush with slab No Columns (embedded) and protected with Fireproofing, No Attachments.
Embedded steel member.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-63 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1313-2000 Thermal Short #1 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 Page G1A-64 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1316-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Valve Compartment Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/R N/A Member Size: N/R N/A Comments: Fireproofed steel within this room is No Columns miscellaneous steel not primary building steel Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-65 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1317-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Seal Water Heat Exch Rm Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/R N/A Member Size: N/R N/A Comments: Fireproofed steel within this room is No Columns miscellaneous steel not primary building steel Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-66 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1319-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Demineralizer Compartments Typical of 8 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Exposed Steel No Exposed Steel Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-67 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1321-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Exit Vestibule Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1431 N/A Member Type: Beam N/A Member Size: 15 X 50 N/A Comments: Beam is embedded or supported by No Columns underlying Wall, Thermal Short Review not required.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-68 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 1321-2000 Thermal Short #1 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 Page G1A-69 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1309-2000 Building: Auxiliary Fire Area: A-09
==
Description:==
Residual Heat Removal Heat Exch Rm B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: Beam N/A Member Size: N/R N/A Comments: No Thermal Short Issues No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-70 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1310-2000 Building: Auxiliary Fire Area: A-10
==
Description:==
Residual Heat Removal Heat Exch Rm A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: Beam N/A Member Size: N/R N/A Comments: No Thermal Short Issues No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-71 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1335-2000 Building: Auxiliary Fire Area: A-11
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1441 N/A Member Type: N/R N/A Member Size: N/R N/A Comments: No Issues No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-72 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1336-2000 Building: Auxiliary Fire Area: A-12
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this Room No Steel within this Room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-73 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1411-2026 Building: Auxiliary Fire Area: A-23
==
Description:==
Main Feedwater Rm No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1452 C-1S1001 Member Type: N/R N/R Member Size: N/R N/R Comments: Steel within this room is not protected Steel within this room is not protected and and is considered Misc. to support floor is considered Misc. to support floor grating. Steel failure can not impact grating. Steel failure can not impact redundant Train redundant Train Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-74 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1412-2026 Building: Auxiliary Fire Area: A-23
==
Description:==
Main Feedwater Rm No. 2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1452 C-1S1001 Member Type: N/R N/R Member Size: N/R N/R Comments: Steel within this room is not protected Steel within this room is not protected and and is considered Misc. to support floor is considered Misc. to support floor grating. Steel failure can not impact grating. Steel failure can not impact redundant Train redundant Train Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-75 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1415-2026 Building: Auxiliary Fire Area: A-26
==
Description:==
I & C Hot Shop Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel Within Room. Steel above is No Steel Within Room. Steel above is reviewed in Room 1405 reviewed in Room 1405 Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-76 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 1413-2026 Building: Auxiliary Fire Area: A-28
==
Description:==
Auxiliary Shutdown Panel Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel Within Room No Steel Within Room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-77 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3104-1974 Building: Control Fire Area: C-01
==
Description:==
Control, Stair No. C-2, South Access Control to Aux Building Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3211 N/A Member Type: N/A N/A Member Size: N/A N/A Comments: Stairwell, See Room 3105 for Details, No Columns No Fire Proofing in this Room. See 3105 for Barrier issue.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-78 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3106-1974 Building: Control Fire Area: C-02
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3211 N/A Member Type: Beam N/A Member Size: 12 X 27 N/A Comments: No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-79 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3105-1974 Building: Control Fire Area: C-03
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3211 N/A Member Type: Beam N/A Member Size: 18 X 45 N/A Comments: Beam supported by underlying wall. No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-80 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3206-1984 Building: Control Fire Area: C-05
==
Description:==
Corridor Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-81 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3212-1984 Building: Control Fire Area: C-05
==
Description:==
Womens Locker Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-82 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3213-1984 Building: Control Fire Area: C-05
==
Description:==
Womens Toilet Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-83 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3214-1984 Building: Control Fire Area: C-05
==
Description:==
Hall Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-84 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3215-1984 Building: Control Fire Area: C-05
==
Description:==
Mens Shower Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-85 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3216-1984 Building: Control Fire Area: C-05
==
Description:==
Drying Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-86 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3217-1984 Building: Control Fire Area: C-05
==
Description:==
Mens Toilet Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-87 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3218-1984 Building: Control Fire Area: C-05
==
Description:==
H.P. office Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-88 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3219-1984 Building: Control Fire Area: C-05
==
Description:==
H.P. office Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-89 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3220-1984 Building: Control Fire Area: C-05
==
Description:==
Sign In/Out Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-90 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3221-1984 Building: Control Fire Area: C-05
==
Description:==
Vestibule No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-91 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3222-1984 Building: Control Fire Area: C-05
==
Description:==
H.P. office Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-92 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3223-1984 Building: Control Fire Area: C-05
==
Description:==
Janitors Closet Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No steel, concrete ceiling No steel, concrete ceiling Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-93 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3224-1984 Building: Control Fire Area: C-05
==
Description:==
Vestibule No. 2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-94 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3201-1984 Building: Control Fire Area: C-06
==
Description:==
Control, Stair C-1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3311 N/A Member Type: Beam N/A Member Size: N/R N/A Comments: No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-95 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3201-2000 Building: Control Fire Area: C-06
==
Description:==
Control, Stair C-1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3411 N/A Member Type: Beam N/A Member Size: N/R N/A Comments: Beam is supported by underlying wall No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-96 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3201-2016 Building: Control Fire Area: C-06
==
Description:==
Control, Stair C-1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3511 N/A Member Type: Beam N/A Member Size: N/R N/A Comments: Beam is supported by underlying wall. No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-97 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3201-2032 Building: Control Fire Area: C-06
==
Description:==
Control, Stair C-1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3611 N/A Member Type: Beam N/A Member Size: 14 X 30 N/A Comments: Beam is supported by underling wall No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-98 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3201-2047 Building: Control Fire Area: C-06
==
Description:==
Control, Stair C-1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S3711 N/A Member Type: Beam N/A Member Size: 36 X 150 N/A Comments: Beam is supported by underlying wall. No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-99 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3201-2073 Building: Control Fire Area: C-06
==
Description:==
Control, Stair C-1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S3811 N/A Member Type: Beam N/A Member Size: 33 X 118 N/A Comments: Beam Is supported by underlying wall. No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-100 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3202-1984 Building: Control Fire Area: C-06
==
Description:==
Controlled H.P. Tool & Inst. Storage Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-101 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3203-1984 Building: Control Fire Area: C-06
==
Description:==
Hot Janitors Closet Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-102 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3204-1984 Building: Control Fire Area: C-06
==
Description:==
Corridor No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-103 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3205-1984 Building: Control Fire Area: C-06
==
Description:==
H.P. Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-104 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3207-1984 Building: Control Fire Area: C-06
==
Description:==
Exit Monitor Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-105 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3208-1984 Building: Control Fire Area: C-06
==
Description:==
Laundry Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-106 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3209-1984 Building: Control Fire Area: C-06
==
Description:==
Decon Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-107 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3210-1984 Building: Control Fire Area: C-06
==
Description:==
Decon Shower Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-108 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3211-1984 Building: Control Fire Area: C-06
==
Description:==
H.P. Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel within this room No Steel within this room Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-109 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3230-1984 Building: Control Fire Area: C-07
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3311 N/A Member Type: Beam N/A Member Size: 12 X 27 N/A Comments: No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-110 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 3230-1984 Thermal Short #1 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 Page G1A-111 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3229-1984 Building: Control Fire Area: C-08
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3311 Member Type: Beam N/A Member Size: 36 X 160 N/A Comments: Beam is supported by underlying wall. No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-112 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3305-2000 Building: Control Fire Area: C-11
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3411 N/A Member Type: Beam N/A Member Size: 36 X 150 N/A Comments: Beam is supported by underlying wall. No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-113 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3306-2000 Building: Control Fire Area: C-12
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3411 N/A Member Type: Beam N/A Member Size: 12 X 27 N/A Comments: No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-114 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 3306-2000 Thermal Short #1 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 Page G1A-115 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3403-2016 Building: Control Fire Area: C-15
==
Description:==
Non-Vital Swgr & Xfmr Rm No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3511 C-0S3001 Member Type: Beam Column Member Size: 14 X 30 14 X 370 Comments: No Thermal Shorts, column is bounded by testing.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-116 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 3403-2016 Thermal Short #1 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 Page G1A-117 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3418-2016 Building: Control Fire Area: C-17
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3511 N/A Member Type: Beam N/A Member Size: 12 X 27 N/A Comments: No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-118 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 3418-2016 Thermal Short #1 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 Page G1A-119 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3419-2016 Building: Control Fire Area: C-18
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3511 N/A Member Type: Beam N/A Member Size: 12 X 27 N/A Comments: No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-120 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 3419-2016 Thermal Short #1 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 Page G1A-121 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: C019-2016 Building: Control Fire Area: C-19
==
Description:==
Cable Chase @ CA-C3, 2016-0 to 2032-0 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3511 N/A Member Type: N/R N/A Member Size: N/R N/A Comments: No Steel Attachments No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-122 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: C020-2016 Building: Control Fire Area: C-20
==
Description:==
Cable Chase @ CA-C6, 2016-0 to 2032-0 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3511 N/A Member Type: Beam N/A Member Size: N/R N/A Comments: Unistrut only No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-123 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3505-2032 Building: Control Fire Area: C-23
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3611 N/A Member Type: Beam N/A Member Size: 36 X 230 N/A Comments: HAZ Only, Beam supported by No Columns underlying wall Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-124 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3504-2032 Building: Control Fire Area: C-24
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3611 N/A Member Type: Beam N/A Member Size: 12 X 27 N/A Comments: No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-125 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 3504-2032 Thermal Short #1 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 Page G1A-126 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: C025-2032 Building: Control Fire Area: C-25
==
Description:==
Cable Chase @ CA-C6, 2032-0 to 2047-6 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3611 N/A Member Type: Beam N/A Member Size: N/R N/A Comments: No items No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-127 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: C026-2032 Building: Control Fire Area: C-26
==
Description:==
Cable Chase @ CA-C3, 2032-0 to 2047-6, Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3611 N/A Member Type: Beam N/A Member Size: N/R N/A Comments: No items No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-128 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3601-2047 Building: Control Fire Area: C-27
==
Description:==
Control Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments:
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-129 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3603-2047 Building: Control Fire Area: C-27
==
Description:==
Shift Supervisors office Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments:
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-130 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3604-2047 Building: Control Fire Area: C-27
==
Description:==
Foyer Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments:
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-131 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3606-2047 Building: Control Fire Area: C-27
==
Description:==
Emergency Equipment Storage Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments:
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-132 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3616-2047 Building: Control Fire Area: C-27
==
Description:==
Vestibule Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments:
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-133 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3602-2047 Building: Control Fire Area: C-28
==
Description:==
Pantry Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments:
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-134 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3607-2047 Building: Control Fire Area: C-28
==
Description:==
Toilet Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments:
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-135 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3608-2047 Building: Control Fire Area: C-28
==
Description:==
Janitors Closet Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments:
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-136 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3609-2047 Building: Control Fire Area: C-29
==
Description:==
SAS Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments:
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-137 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3617-2047 Building: Control Fire Area: C-30
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S3711 N/A Member Type: Beam N/A Member Size: 12 X 27 N/A Comments: No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-138 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 3617-2047 Thermal Short #1 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 Page G1A-139 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3618-2047 Building: Control Fire Area: C-31
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S3711 N/A Member Type: Beam N/A Member Size: 12 X 27 N/A Comments: No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-140 of G1A-162 Structural Steel Fireproofing Data Appendix G1A 3618-2047 Thermal Short #1 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 Page G1A-141 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: C032-2047 Building: Control Fire Area: C-32
==
Description:==
Cable Chase @ CA-C6, 2047-6 to 2073-6, Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S3711 N/A Member Type: Beam N/A Member Size: N/R N/A Comments: Double Sided, no thermal shorts No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-142 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 3804-2073 Building: Control Fire Area: C-33
==
Description:==
Electrical Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S3811 N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Thermal Shorts attached to Steel No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-143 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: C034-2073 Building: Control Fire Area: C-34
==
Description:==
Cable Chase @ CA-C6 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S3811 N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-144 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: C036-2000 Building: Control Fire Area: C-36
==
Description:==
Cable Chase @ CA-C6, 2000-0 to 2016-0, Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3411 N/A Member Type: Beam N/A Member Size: 24 X 76 N/A Comments: Underling Wall supports Beam No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-145 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: C037-2000 Building: Control Fire Area: C-37
==
Description:==
Cable Chase @ CA-C3, 2000-0 to 2016-0 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3411 N/A Member Type: Beam N/A Member Size: 30 X 99 N/A Comments: Unistrut Only No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-146 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 5203-2000 Building: Diesel Fire Area: D-01
==
Description:==
Emergency Diesel Generator A Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C1S5211 C0S531 N/R Member Type: N/R N/R Member Size: N/R N/R Comments: The Diesel Building, rooms 5201 and The Diesel Building, rooms 5201 and 5203 5203 were reviewed but thermal short were reviewed but thermal short analysis analysis was determined not to be was determined not to be required.
required.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-147 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 5201-2000 Building: Diesel Fire Area: D-02
==
Description:==
Emergency Diesel Generator B Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C1S5211 C0S531 N/R Member Type: N/R N/R Member Size: N/R N/R Comments: The Diesel Building, rooms 5201 and The Diesel Building, rooms 5201 and 5203 5203 were reviewed but thermal short were reviewed but thermal short analysis analysis was determined not to be was determined not to be required.
required.
Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-148 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: K105-2000 Building: ESW Fire Area: ESW-A
==
Description:==
ESW Pump House - Room A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Structural Steel No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-149 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: K104-2000 Building: ESW Fire Area: ESW-B
==
Description:==
ESW Pump House - Room B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Structural Steel No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-150 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6101-2000 Building: Fuel Fire Area: F-01
==
Description:==
Stair F-1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-151 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6101-2026 Building: Fuel Fire Area: F-01
==
Description:==
Stair F-1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-152 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6101-2047 Building: Fuel Fire Area: F-01
==
Description:==
Stair F-1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-153 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6102-2000 Building: Fuel Fire Area: F-01
==
Description:==
Laydown Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/R N/R Member Type: N/R N/R Member Size: N/R N/R Comments: No Fireproofing No Fireproofing Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-154 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6103-2000 Building: Fuel Fire Area: F-01
==
Description:==
Cask Loading Pool Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel, Cast loading Pool No Steel, Cast loading Pool Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-155 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6106-2000 Building: Fuel Fire Area: F-01
==
Description:==
Spent Fuel Pool & Storage Racks Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel, Spent Fuel Pool No Steel, Spent Fuel Pool Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-156 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6201-2026 Building: Fuel Fire Area: F-01
==
Description:==
Passage Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/R N/A Member Size: N/R N/A Comments: No Fireproofing No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-157 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6204-2026 Building: Fuel Fire Area: F-01
==
Description:==
Cask Washdown Pit Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/R N/A Member Type: N/R N/A Member Size: N/R N/A Comments: No Fireproofing No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-158 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6205-2026 Building: Fuel Fire Area: F-01
==
Description:==
Fuel Transfer Canal Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: No Steel No Steel Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-159 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6210-2026 Building: Fuel Fire Area: F-01
==
Description:==
New Fuel Storage Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/R N/A Member Type: N/R N/A Member Size: N/R N/A Comments: No Fireproofing No Columns Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-160 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6301-2047 Building: Fuel Fire Area: F-01
==
Description:==
General Floor Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/R N/R Member Type: N/R N/R Member Size: N/R N/R Comments: No Fireproofing No Fireproofing Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-161 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: 6302-2047 Building: Fuel Fire Area: F-01
==
Description:==
Laydown Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/R N/R Member Type: N/R N/R Member Size: N/R N/R Comments: No Fireproofing No Fireproofing Room Sketch:
Thermal Short #1 Sketch
M-663-00017A, Revision W03 Page G1A-162 of G1A-162 Structural Steel Fireproofing Data Appendix G1A Room-Elevation: RB00-2000 Building: Reactor Fire Area: RB
==
Description:==
Reactor Building Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A N/A Member Type: N/A N/A Member Size: N/A N/A Comments: Structural Steel in the Reactor Building Structural Steel in the Reactor Building does not require Fireproofing does not require Fireproofing Room Sketch:
Thermal Short #1 Sketch
Page 1 M-663-00017A Attachment G2 Fire Protection Evaluation For Structural Steel Fireproofing With Unprotected Thermal Shorts Within Open Rooms Rev. No. Prepared By Date Reviewed By Date W03 6/15/07 6/15/07
M-663-00017A Page 2 of 11 Attachment G2 Revision W03 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......................................................................................................................8 7.0 Evaluation .........................................................................................................................9 8.0 Conclusions.....................................................................................................................11 Appendix G2A, NUREG-1805 FDT Example ... (3 Total Pages)
Appendix G2B, Thermal Short and Room Data.......... (79 Total Pages)
M-663-00017A Page 3 of 11 Attachment G2 Revision W03 Revision Log Revision Reason for Revision W03 Original Issue
M-663-00017A Page 4 of 11 Attachment G2 Revision W03 1.0 Purpose 1.1 The purpose of this document is to evaluate the acceptability of protected structural steel with unprotected steel attachments (thermal shorts) that are welded to the building steel. This evaluation was conducted in accordance with the guidance of NRC Generic Letter 86-10 and Regulatory Guide 1.189.
2.0 Scope 2.1 This evaluation is applicable to the Rooms identified in Table II.
3.0 References 3.1 NRC Generic Letter 86-10, Implementation of Fire Protection Requirements, dated April 24, 1986 3.2 10 CFR 50 Appendix R, Fire Protection Program For Nuclear Power Facilities Operating Prior To January 1, 1979 3.3 NRC Inspection Manual 0609, Appendix F, Fire Protection Significant Determination Process, dated 02/28/05.
3.4 NUREG/CR-6850, Fire PRA Methodology for Nuclear Power Facilities, published 09/2005 3.5 NUREG-1805, Fire Dynamics Tools (FDTs) Quantitative Fire Hazard Analysis Methods for the U.S. Nuclear Regulatory Commission Fire Protection Inspection Program, published 12/2004 3.6 NUREG-1824, Verification and Validation of Selected Fire Models for Nuclear Power Plant Applications 3.7 Regulatory Guide 1.189, Fire Protection For Operating Nuclear Power Plants, April 2001 3.8 ASTM E-119, Standard Test Methods for Fire Tests of Building Construction and Materials 3.9 UL N-711, (A-126-00001), Fire Test Report Of Loaded Restrained Beams Protected By Cementitious Mixture, Dated August 11, 1976 3.10 UL N-712, (A-126-00002), Fire Test Report Of Loaded Restrained Beams Protected By Cementitious Mixture, Dated May 13, 1977 3.11 A-126, Technical Specification For Cementitious Fireproofing Of Structural Steel For The Standardized Nuclear Unit Power Plant Unit (SNUPPS) 3.12 PIR 2002-2287, Structural Steel Fireproofing With Unprotected Attachments 3.13 FP-M-012, Rev 0, Structural Steel Fireproofing Thermal Shorts and Omissions Evaluation
M-663-00017A Page 5 of 11 Attachment G2 Revision W03 3.14 CNT-MC-600, Rev. 2, Fireproofing of Structural Steel 3.15 Drawing A-1801, Rev. 10, Architectural Fire Delineation Floor Plan EL 1974-0 3.16 Updated Safety Analysis Report (USAR) Section 9.5.1.2.2.3.c, Rev. 15 and Table 9.5A-1 Sheet 27, Rev. 4 4.0 Assumptions 4.1 It is assumed that fireproofing material used to protect building steel is applied to a thickness as required by CNT-MC-600. This is an acceptable assumption based on a review of the Quality Control documentation maintained during initial fireproofing installation activities and subsequent inspections during ongoing plant repairs witnessed by Fire Protection personnel.
5.0 Assessment of Condition to Design Requirements 5.1 Requirements USAR Section 9.5.1.2.2.3.c , identifies that the notes contained on Figure 9.5.1-2
[Drawing A-1801] 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 I ASTM E-119 Temperature Limitations for 3-Hour Fire Exposure Structural Member Maximum Single Point Maximum Average Type Temperature (qF) Temperature (qF)
Beam 1300q(F) 1100q(F)
Column 1200q(F) 1000q(F) 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 Z-146 coatings to 3-hour ASTM E-119 fire exposures. The testing for beams and columns, utilized W8 x 28 steel shapes incorporating two protection methods; contour and boxed. However, testing of both techniques did not incorporate thermal short attachments.
Therefore, the affect 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
M-663-00017A Page 6 of 11 Attachment G2 Revision W03 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.
Refer to Table II for the specific rooms that are addressed by this evaluation.
TABLE II Structural Steel in Open Rooms with Natural Ventilation Fire Room Building Elev.
Description:
Table III Table III Area Group ASTM E-119 Rating 1101 Auxiliary 1974-0 General Floor Area No. 1 1 Beam: About 2-Hours A-1 1120 Auxiliary 1974-0 General Floor Area No. 2 N/R Beam: Embedded 2 Column: Nearly 3-Hours, See Note 2 below 1121 Auxiliary 1974-0 Access Pit N/A Beam: Reviewed as Part of Room 1120 2 Column: Nearly 3-Hours, See Note 2 below 1122 Auxiliary 1974-0 General Floor Area No. 3 1 Beam: About 2-Hours 2 Column: Nearly 3-Hours, See Note 2 below 1130 Auxiliary 1974-0 North Corridor 1 Beam: About 2-Hours, See Note 1 below 1202 Auxiliary 1988-0 Access Area B & Chiller 1 Beam: About 2-Hours Surge Tank Area 2 Column: Nearly 3-Hours, See Note 2 below A-3 1117 Auxiliary 1974-0 Boric Acid Tank Room A 1 Beam: About 2-Hours See Note 3 Below A-8 1301 Auxiliary 2000-0 Corridor No. 1 4 Beam: 1.8 Hours, See Note 2 2 Column: Nearly 3-Hours, See Note 2 below 1314 Auxiliary 2000-0 Corridor No. 3 1 Beam: About 2-Hours, Attachment size smaller than analyzed.
1315 Auxiliary 2000-0 Ctmt Spray Additive Tank 1 Beam: About 2-Hours, Attachment Area size is smaller than analyzed.
2 Column: Nearly 3-Hours 1318 Auxiliary 2000-0 Valve Compartment 1 Beam: About 2-Hours, Attachment size is smaller than analyzed.
1320 Auxiliary 2000-0 Corridor No. 4 1 Beam: About 2-Hours See Note 3 Below 2 Column: Nearly 3-Hours, See Notes 2 and 3 below A-16 1401 Auxiliary 2026-0 Component Cooling Pump 1 Beam: About 2-Hours
& Heat Exch Area B 3 Column: About 1-Hour 1402 Auxiliary 2026-0 Corridor No. 1 1 Beam: About 2-Hours, Attachment size is smaller than analyzed.
1406 Auxiliary 2026-0 Component Cooling Pump 1 Beam: About 2-Hours, Attachment
& Heat Exch Area A size is smaller than analyzed.
3 Column: About 1-Hour 1408 Auxiliary 2026-0 Corridor No. 2 1 Beam: About 2-Hours, See Note 1 below 2 Column: Nearly 3-Hours, See Note 2 below
M-663-00017A Page 7 of 11 Attachment G2 Revision W03 Fire Room Building Elev.
Description:
Table III Table III Area Group ASTM E-119 Rating A-19 1504 Auxiliary 2047-6 Ctmt Purge Exhaust & 1 Beam: About 2-Hours Mech Equip Rm B 2 Column: Nearly 3-Hours, See Note 2 below 1506 Auxiliary 2047-6 Ctmt Purge Supply Air 1 Beam: About 2-Hours, See Note 1 Handling Unit A below 3 Column: About 1-Hour, Attachment size is smaller than analyzed.
1513 Auxiliary 2047-6 Control Bldg Vent Supply 1 Beam: About 2-Hours, Attachment A/C Unit Rm size is smaller than analyzed.
2 Column: Nearly 3-Hours, Attachment size is smaller than analyzed.
A-20 1502 Auxiliary 2047-6 Component Cooling 1 Beam: About 2-Hours, See Note 1 Water Surge Tank Area B below 1503 Auxiliary 2047-6 Component Cooling 1 Beam: About 2-Hours, See Note 1 Water Surge Tank Area A below 1505 Auxiliary 2047-6 Corridor 1 Beam: About 2-Hours, Attachment size is smaller than analyzed.
1507 Auxiliary 2047-6 Personnel Hatch Area 1 Beam: About 2-Hours, See Note 1 below 3 Column: About 1-Hour, Attachment size is smaller than analyzed.
A-23 1508 Auxiliary 2042-0 Main Steam Isolation 1 Beam: About 2-Hours, Attachment Valve Rm No. 1 size is smaller than analyzed.
1509 Auxiliary 2042-0 Main Steam Isolation 1 Beam: About 2-Hours, Attachment Valve Rm No. 2 size is smaller than analyzed.
A-29 1324 Auxiliary 2000-0 Feedwater Pump Valve 4 Beam: 1.8 Hours, See Note 2 Compartment No. 1 A-30 1330 Auxiliary 2000-0 Feedwater Pump Valve 1 Beam: About 2-Hours, Attachment Compartment No. 4 size is smaller than analyzed.
A-33 1206 Auxiliary 1989-0 Pipe Chase 4 Beam: 1.8 Hours, See Note 2 2 Column: Nearly 3-Hours, Attachment size smaller than analyzed. See Note 2 below 1207 Auxiliary 1989-0 Pipe Chase 4 Beam: 1.8 Hours, See Note 2 2 Column: Nearly 3-Hours, Attachment size smaller than analyzed. See Note 2 below C-35 3401 Control 2016-0 Corridor No. 1 1 Beam: About 2-Hours 3406 Control 2016-0 Corridor No. 2 1&4 Beam: 1.8 Hours, See Notes 2 and 3
2 Column: Nearly 3-Hours, Attachment size smaller than analyzed. See Notes 2 & 3 below 3412 Control 2016-0 Emergency Shower & 1 Beam: About 2-Hours, Attachment Eyewash Area size is smaller than analyzed.
See Note 3 Below Table II Notes:
- 1. Category 1 (H member) as been conservatively assigned to this beam attachment configuration due to the lack of analysis of a W shape configuration welded to the bottom beam flange. It should be noted that W shapes thermally perform significantly better than H shapes due to the larger exposed area of the H shape.
- 2. Hot spot forms in Web area around thermal short. Structural considerations could show this element performs its intended design function for three-hours. This Note is a direct excerpt from Calculation FP-M-012.
- 3. Refer to Attachment G5 for the Heat Affected Zone (HAZ) review where steel is an integral element of the fire barrier assembly
M-663-00017A Page 8 of 11 Attachment G2 Revision W03 6.0 Methodology As discussed in Section 12.2.2 of M-663-00017A, Section 4.2.2 of Regulatory Guide 1.189 identifies that structural steel is not required to be protected to the fire resistance rating of the barrier [typically 3-hours], provided analysis demonstrates that the steel temperature reached during fire exposure does not result in structural failure of the steel.
Considering the results of FP-M-012, where an ASTM E-119 3-hour fire was modeled to assess thermal insult presented by unprotected attachments connected to protected steel, the Reg. Guide 1.189 approach allowance is utilized to address impact of unprotected thermal short attachments larger than Unistrut.
Walkdowns were conducted on a room-by-room basis utilizing structural steel drawings and a best effort visual inspection to determine the worse case thermal short configuration for columns, beams and where structural steel serves as an Appendix R fire boundary. For the purpose of this evaluation, all unprotected thermal shorts greater than Unistrut were reviewed and considered relevant to determine worse case scenario.
FP-M-012 demonstrated that thermal short attachments equivalent to Unistrut did not present a thermal conductive path that would challenge structural steel integrity, assuming an ASTM E-119 fire exposure.
See section 12.2.3 of M-663-00017A for further discussion regarding the overall fireproofing assessment methodology utilized in the identification process for selecting the worse case thermal short configuration.
Each worse case thermal short configuration was then compared to the configurations identified in Table III, from FP-M-012, which were modeled assuming an ASTM E-119 3-hour fire exposure. The fire resistance rating of the Table III configuration that provided the closest match to the worse case configuration was utilized to infer an approximate fire resistance rating, again assuming an ASTM E-119 3-hour fire exposure.
This comparison information is captured in Table II. In all cases the structural steel for the rooms satisfied at least a 1-hour rating, and in several cases nearly a 3-hour rating.
Additionally, many unprotected attachment members were smaller than that analyzed in FP-M-012, and therefore the beam or column being evaluated is expected to perform better than that indicated.
In effort to assess structural steel performance considering representative plant configurations and hazards, the NUREG-1805 Fire Dynamics Tools (FDT) were utilized to determine the maximum hot gas layer temperature anticipated within the rooms considering bounding simple fire heat release rates provided in Appendix F of NRC Inspection Manual 0609.
M-663-00017A Page 9 of 11 Attachment G2 Revision W03 TABLE III Thermal Short Configurations Analyzed in FP-M-012 Thermal Short Summary Of Thermal ASTM E119 Fire Findings Configuration Short Configuration Resistance Rating 1 Typical H-Shape thermal About two-hours Large segment of flange short on a moderate size exceeds peak temperature beam. criterion.
2 Multiple W-Shape thermal Nearly three- Hot spot formation on the web.
shorts on a large size hours Structural considerations could column. show this element performs function for three-hours.
3 Large H Shape thermal short About one-hour Large segment of entire cross-on a large size column. section exceeds peak temperature criterion.
4 Typical W-Shape thermal 1.8-hours Hot spot forms in web area short on a moderate size around thermal short.
beam. Structural considerations could show this element performs function for three-hours.
5 Small thermal short Over three-hours Provides indications of Unistrut (Unistrut) on a moderate impact on temperature field in size beam. structural steel. These thermal shorts have little impact on primary structural element steel temperature.
6 Small thermal short Over three-hours Provides indications of Unistrut (Unistrut) on a moderate impact on temperature field in size beam. Thermal structural steel. This is the Insulation on beam within most severe type of Unistrut the Unistrut is missing. thermal short.
7.0 Evaluation Each Room identified in Table II was reviewed and evaluated to determine if building structural members with unprotected steel attachments larger than Unistrut would affect the steel integrity in the event of fire. It was determined by utilizing NUREG-1805 Fire Dynamics Tools that these rooms would not develop a hot gas layer that would influence the existing building steel, and existing building steel protection configurations are acceptable to maintain building integrity.
Each room listed in Table II interfaces with one or more rooms through significant openings such as passageways, corridors, etc. that provide considerable venting and cooling capability. Considering that the open room configuration effectively presents a natural ventilation arrangement for each room, NUREG-1805 FDT 02.1_Temperature_NV.xls (Version 1805.1), was utilized to assess room hot gas layer temperature development. An example of the FDT is provided in Appendix G2A. This FDT is a method developed, prepared, and validated by the Nuclear Regulatory Commission (NRC) to allow a consistent, simplified approach to calculate developing gas layers within open rooms.
M-663-00017A Page 10 of 11 Attachment G2 Revision W03 Data collection necessary for FDT input is provided in the individual room data sheets documented in Appendix G2B. Input information necessary for the FDT is as follows:
x Compartment width (ft) x Compartment length (ft) x Compartment height (ft) x Barrier type (concrete or concrete block) x Barrier thickness (in) x Vent width (ft) x Vent height (ft) x Top of vent from floor (ft) x Ambient air temperature (qF) x Fire Heat Release Rate (kW)
In some situations, rooms contained multiple vents or openings to other areas. In these instances, only one vent or opening was used as input into the FDT to achieve a level of conservatism. A fire with a constant 650 kW heat release rate (HRR) was utilized for the Table II rooms. This HRR was chosen considering the guidance of Appendix F to NRC Inspection Manual 0609. Table IV, extracted from the Inspection Manual, reveals that a 650 kW HRR is based on a large electrical fire that reflects a high confidence limit (98th percentile) fire severity. This fire severity envelops large electrical fires, transient combustible fires, and 90% of very large fire sources. Although, the majority of the rooms evaluated in Table II would not likely produce a fire severity equivalent to 650 kW, the conservative fire intensity input ensures a bounding credible fire was utilized for the rooms of concern, without necessitating a detailed quantitative review of room contents.
In all cases, specific room area input into the FDT yielded hot gas layer results at a 180-minute duration that were less than the ASTM E-119 average temperature limitations identified in Table I. Refer, to the Appendix G2B room data sheets for specific results. The FDT results demonstrate that the natural venting provided for the open rooms is the primary contributor to the lower temperatures reflected through the FDT modeling process.
During ASTM E-119 fire testing, temperatures are recorded on the steel surface underneath the fireproofing protective coating in effort to assess fireproofing effectiveness when subjected to approximate 1925 qF fire exposure for a 3-hour duration. Considering that the FDT calculated room hot gas layer temperature was less than the Table I ASTM E-119 average temperature limitations, it is reasonable to conclude that unprotected thermal short attachments will not present a thermal failure mode to the structural steel, since the room will not attain temperatures during the postulated fire event that would challenge steel structural integrity.
M-663-00017A Page 11 of 11 Attachment G2 Revision W03 TABLE IV Generic Fire Bins1 Mapping of General Fire Scenario Characterization Type Bins to Fire Intensity Characteristics Generic Fire Type Bins with Simple Predefined Characteristics Fire Size Bins Small Large Indoor Oil- Very Large Engines and Solid and Electrical Electrical Filled Fire Heaters Transient Fire Fire Transformers Sources Combustibles 70 kW 75th Percentile 75th 75th Percentile Fire Percentile Fire Fire 200 kW 98th Percentile 75th 98th 98th Percentile Fire Percentile Percentile Fire Fire Fire 650 kW 98th 75th Percentile 75th Percentile Fire Percentile Fire Fire 2 MW 98th Percentile Fire 10 MW 98th Percentile Fire Table IV Note:
- 1. Information extracted from NRC Inspection Manual 0609, Appendix F, Table 2.3.1.
8.0 Post Fire Safe Shutdown Impact There is no impact to post-fire safe shutdown (PFSSD) capability, as the evaluation demonstrates that postulated fire event room temperate will not result in detrimental impact to structural steel integrity.
Refer to Attachment G5 for the Heat Affected Zone (HAZ) review where steel is an integral element of the fire barrier assembly.
9.0 Conclusions This evaluation demonstrates that unprotected thermal shorts, attached to structural steel within the Table II rooms, does not result in a detrimental impact to structural steel integrity. Utilization of NUREG-1805 FDTs revealed that hot gas layer temperatures for each of the Table II rooms did not exceed the ASTM E-119 maximum average exposure temperature for beam or column limitation in the associated room. Therefore, the protected structural steel configurations within these rooms are acceptable for the intended service, and will not degrade the affected fire barrier or structural integrity of the building steel, or affect redundant PFSSD capability.
Based on the above discussion, it is reasonable to conclude that the existing fireproofing on the structural steel with unprotected attachments will satisfy regulatory expectations and commitments as well as WCNOC Fire Protection Program requirements, to prevent building steel failure as a result of fire exposure.
M-663-00017A, Revision W03 Page G2A-1 of G2A-3 Office of Nuclear Reactor Regulation Division of Systems Safety and Analysis Appendix G2A Plant Systems Branch Fire Protection Engineering and Special Projects Section CHAPTER 2. PREDICTING HOT GAS LAYER TEMPERATURE AND SMOKE LAYER HEIGHT IN A ROOM FIRE WITH NATURAL VENTILATION COMPARTMENT WITH THERMALLY THICK/THIN BOUNDARIES Version 1805.0 The following calculations estimate the hot gas layer temperature and smoke layer height in enclosure fire.
Parameters in YELLOW CELLS are Entered by the User.
Parameters in GREEN CELLS are Automatically Selected from the DROP DOWN MENU for the Material Selected.
All subsequent output values are calculated by the spreadsheet and based on values specified in the input parameters. This spreadsheet is protected and secure to avoid errors due to a wrong entry in a cell(s).
The chapter in the NUREG should be read before an analysis is made.
INPUT PARAMETERS COMPARTMENT INFORMATION Compartment Width (w c) 15.00 ft 4.572 m Compartment Length (lc) 15.00 ft 4.572 m Compartment Height (hc) 10.00 ft 3.048 m Vent Width (w v) 4.00 ft 1.219 m Vent Height (hv) 6.00 ft 1.829 m Top of Vent from Floor (V T) 6.00 ft 1.829 m Interior Lining Thickness (G) 12.00 in 0.3048 m AMBIENT CONDITIONS Ambient Air Temperature (T a) 77.00 °F 25.00 °C 298.00 K Specific Heat of Air (c p) 1.00 kJ/kg-K 3
Ambient Air Density (Ua) 1.18 kg/m THERMAL PROPERTIES OF COMPARTMENT ENCLOSING SURFACES FOR Interior Lining Thermal Inertia (kUc) 2.9 (kW/m 2-K)2-sec Interior Lining Thermal Conductivity (k) 0.0016 kW/m-K Interior Lining Specific Heat (c) 0.75 kJ/kg-K Interior Lining Density (U) 2400 kg/m3 Note: Air density will automatically correct with Ambient Air Temperature (T a) Input EXPERIMENTAL THERMAL PROPERTIES FOR COMMON INTERIOR LINING MATERIALS kUc k c U Select Material Material (kW/m 2-K)2-sec (kW/m-K) (kJ/kg-K) (kg/m3) Concrete Aluminum (pure) 500 0.206 0.895 2710 Scroll to desired material then Steel (0.5% Carbon) 197 0.054 0.465 7850 Click the selection Concrete 2.9 0.0016 0.75 2400 Brick 1.7 0.0008 0.8 2600 Glass, Plate 1.6 0.00076 0.8 2710 Brick/Concrete Block 1.2 0.00073 0.84 1900 Gypsum Board 0.18 0.00017 1.1 960 Plywood 0.16 0.00012 2.5 540 Fiber Insulation Board 0.16 0.00053 1.25 240 Chipboard 0.15 0.00015 1.25 800 Aerated Concrete 0.12 0.00026 0.96 500 Plasterboard 0.12 0.00016 0.84 950 Calcium Silicate Board 0.098 0.00013 1.12 700 Alumina Silicate Block 0.036 0.00014 1 260 Glass Fiber Insulation 0.0018 0.000037 0.8 60 Expanded Polystyrene 0.001 0.000034 1.5 20 User Specified Value Enter Value Enter Value Enter Value Enter Value
Reference:
Klote, J., J. Milke, Principles of Smoke Management, 2002, Page 270.
FIRE SPECIFICATIONS Fire Heat Release Rate (Q) 500.00 kW Calculate METHOD OF McCAFFREY, QUINTIERE, AND HARKLEROAD (MQH)
Reference:
SFPE Handbook of Fire Protection Engineering, 3rd Edition, 2002, Page 3-175.
'Tg = 6.85 [Q 2/(Av(hv)1/2) (AThk)]1/3 Where 'Tg = T g - Ta = upper layer gas temperature rise above ambient (K)
Q = heat release rate of the fire (kW)
Av = area of ventilation opening (m 2) hv = height of ventilation opening (m) 2 hk = convective heat transfer coefficient (kW/m -K) 2 AT = total area of the compartment enclosing surface boundaries excluding area of vent openings (m )
Area of Ventilation Opening Calculation Av = (wv) (hv)
Where Av = area of ventilation opening (m 2) wv = vent width (m) hv = vent height (m) 2 Av = 2.23 m Thermal Penetration Time Calculation tp = (Ucp/k) (G/2)2 Where tp = thermal penetration time (sec) 3 U = interior construction density (kg/m )
cp = interior construction heat capacity (kJ/kg-K) k = interior construction thermal conductivity (kW/m-K)
G = interior construction thickness (m) tp = 26128.98 sec Heat Transfer Coefficient Calculation hk = ¥(kUc/t) for t < t p or (k/G) for t > t p Where hk = heat transfer coefficient (kW/m 2-K) 2 2 kUc = interior construction thermal inertia (kW/m -K) -sec (a thermal property of material responsible for the rate of temperature rise) t = time after ignition (sec)
See table below for results Area of Compartment Enclosing Surface Boundaries AT = [2(wc x l c) + 2(hc x wc) + 2(hc x lc)] - A v Where AT = total area of the compartment enclosing surface boundaries excluding area of vent openings (m 2) 1
M-663-00017A, Revision W03 Page G2A-2 of G2A-3 Office of Nuclear Reactor Regulation Division of Systems Safety and Analysis Appendix G2A Plant Systems Branch Fire Protection Engineering and Special Projects Section wc = compartment width (m) lc = compartment length (m) hc = compartment height (m) 2 Av = area of ventilation opening (m )
2 AT = 95.32 m Compartment Hot Gas Layer Temperature With Natural Ventilation
'Tg = 6.85 [Q 2/(Av(hv)1/2) (AThk)]1/3
'Tg = Tg - T a Tg = 'Tg + Ta Results Time After Ignition (t) hk 'T g Tg Tg Tg (min) (sec) (kW/m 2-K) (K) (K) (°C) (°F) 0 0.00 - - 298.00 25.00 77.00 1 60 0.22 108.34 406.34 133.34 272.02 2 120 0.16 121.61 419.61 146.61 295.90 3 180 0.13 130.11 428.11 155.11 311.20 4 240 0.11 136.50 434.50 161.50 322.70 5 300 0.10 141.67 439.67 166.67 332.01 10 600 0.07 159.02 457.02 184.02 363.24 15 900 0.06 170.14 468.14 195.14 383.26 20 1200 0.05 178.50 476.50 203.50 398.30 25 1500 0.04 185.26 483.26 210.26 410.47 30 1800 0.04 190.98 488.98 215.98 420.76 35 2100 0.04 195.95 493.95 220.95 429.71 40 2400 0.03 200.36 498.36 225.36 437.64 45 2700 0.03 204.33 502.33 229.33 444.79 50 3000 0.03 207.95 505.95 232.95 451.31 55 3300 0.03 211.28 509.28 236.28 457.30 60 3600 0.03 214.37 512.37 239.37 462.86 Hot Gas Layer Temperature Natural Ventilation (MQH Method) 500 Temperature (°F) 400 300 200 100 0
0 10 20 30 40 50 60 Time (min)
ESTIMATING SMOKE LAYER HEIGHT METHOD OF YAMANA AND TANAKA 1/3 (2/3) -3/2 z = ((2kQ t/3Ac) + (1/hc ))
Where z = smoke layer height (m)
Q = heat release rate of the fire (kW) t = time after ignition (sec) hc = compartment height (m) 2 Ac = compartment floor area (m )
k = a constant given by k = 0.076/Ug 3
Ug = hot gas layer density (kg/m )
Ugis given by Ug = 353/Tg Tg = hot gas layer temperature (K)
Compartment Area Calculation Ac = (wc) (lc)
Where Ac = compartment floor area (m 2) wc = compartment width (m) lc = compartment length (m) 2 Ac = 20.90 m Hot Gas Layer Density Calculation Ug = 353/Tg Calculation for Constant K k= 0.076/Ug Smoke Gas Layer Height With Natural Ventilation z= [(2kQ1/3t/3Ac] + (1/hc2/3))-3/2 Results Caution! The smoke layer height is a conservative estimate and is only intended to provide an indication where the hot gas layer is located. Calculated smoke layer height below the vent height are not creditable since the calculation is not accounting for the smoke exiting the vent.
Time Ug Constant (k) Smoke Layer height Smoke Layer height (min) (kg/m3) (kW/m-K) z (m) z (ft) 0 1.18 0.064 3.05 10.00 1 0.87 0.087 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 2 0.84 0.090 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 3 0.82 0.092 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 4 0.81 0.094 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 5 0.80 0.095 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 2
M-663-00017A, Revision W03 Page G2A-3 of G2A-3 Office of Nuclear Reactor Regulation Division of Systems Safety and Analysis Appendix G2A Plant Systems Branch Fire Protection Engineering and Special Projects Section 10 0.77 0.098 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 15 0.75 0.101 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 20 0.74 0.103 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 25 0.73 0.104 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 30 0.72 0.105 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 35 0.71 0.106 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 40 0.71 0.107 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 45 0.70 0.108 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 50 0.70 0.109 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 55 0.69 0.110 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT 60 0.69 0.110 1.83 6.00 CAUTION: SMOKE IS EXITING OUT VENT Smoke Layer Height Natural Ventilation (Method of Yamana and Tanaka) 12 Height from Floor (ft) 10 8
6 4
2 0
0 10 20 30 40 50 60 Time (min)
NOTE The above calculations are based on principles developed in the SFPE Handbook of Fire rd Protection Engineering, 3 Edition, 2002.
Calculations are based on certain assumptions and have inherent limitations. The results of such calculations may or may not have reasonable predictive capabilities for a given situation, and should only be interpreted by an informed user.
Although each calculation in the spreadsheet has been verified with the results of hand calculation, there is no absolute guarantee of the accuracy of these calculations.
Any questions, comments, concerns, and suggestions, or to report an error(s) in the spreadsheet, please send an email to nxi@nrc.gov. or mxs3@nrc.gov Prepared by: Date Organization Checked by: Date Organization Additional Information Revision Log Description of Revision Date 1805.0 Original issue with final text. January 2005 3
M-663-00017A, Revision W03 Page G2B1 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1101-1974 Building: Auxiliary Fire Area: A-01
==
Description:==
General Floor Area No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1311 N/A Member Type: Beam N/A Member Size: 21 X 155 N/A Comments: There are no columns in this room.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25 Compartment Width (ft): 14.5 Vent Height (ft): 22.5 Compartment Length (ft): 215 Top of Vent from Floor (ft): 25 Compartment Height (ft): 25 Vent
Description:
Barrier Type: Concrete Largest of two large vents used (south corridor)
Barrier Thickness (in): 24 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 163.47 Room Sketch:
M-663-00017A, Revision W03 Page G2B2 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1101-1974 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B3 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1120-1974 Building: Auxiliary Fire Area: A-01
==
Description:==
General Floor Area No. 2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1231 C-0S1001 Member Type: Beam Column Member Size: 24 X 76 14 X 342 Comments: Embedded beam, no evaluation required. Sketch & photo for reference only.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 13 Compartment Width (ft): 24.5 Vent Height (ft): 22.5 Compartment Length (ft): 40 Top of Vent from Floor (ft): 13 Compartment Height (ft): 13 Vent
Description:
Barrier Type: Concrete One of two vents used which are the same size Barrier Thickness (in): 24 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 246.20 Room Sketch:
M-663-00017A, Revision W03 Page G2B4 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1120-1974 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B5 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1120-1974 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B6 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1121-1968 Building: Auxiliary Fire Area: A-01
==
Description:==
Access Pit Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: N/A C-1S1001 Member Type: Column Member Size: 14 X 264 Comments: Reviewed beams as part of Room 1120. Center column reviewed as part of sump area. FP coating approx. 2.5" NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 13 Compartment Width (ft): 13.5 Vent Height (ft): 62 Compartment Length (ft): 40 Top of Vent from Floor (ft): 13 Compartment Height (ft): 19 Vent
Description:
Barrier Type: Concrete One vent, open on three sides (Width = linear length along perimeter of three sides)
Barrier Thickness (in): 24 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 218.80 Room Sketch:
M-663-00017A, Revision W03 Page G2B7 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1121-1968 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B8 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1122-1974 Building: Auxiliary Fire Area: A-01
==
Description:==
General Floor Area No. 3 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1341 C-1S1001 Member Type: Beam Column Member Size: 36 X 260 14 X 342 Comments: Building steel under N. hatch is protected by sprinklers in lieu of fireproofing NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 13 Compartment Width (ft): 22.5 Vent Height (ft): 22.5 Compartment Length (ft): 80.5 Top of Vent from Floor (ft): 13 Compartment Height (ft): 13 Vent
Description:
Barrier Type: Concrete Largest of two large vents used.
Barrier Thickness (in): 24 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 220.98 Room Sketch:
M-663-00017A, Revision W03 Page G2B9 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1122-1974 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B10 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1122-1974 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B11 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1130-1974 Building: Auxiliary Fire Area: A-01
==
Description:==
North Corridor Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1321 Member Type: Beam N/A Member Size: 16 X 36 N/A Comments: No columns.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25 Compartment Width (ft): 13.25 Vent Height (ft): 13.25 Compartment Length (ft): 40 Top of Vent from Floor (ft): 25 Compartment Height (ft): 25 Vent
Description:
Barrier Type: Concrete One of two vents used of equal size. Max Temp.
of 104 entered due all other open adjacent rooms, Barrier Thickness (in): 24 not in USAR Table 3.11 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 225.78 Room Sketch:
M-663-00017A, Revision W03 Page G2B12 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1130-1974 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B13 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1202-1988 Building: Auxiliary Fire Area: A-01
==
Description:==
Access Area B & Chiller Surge Tank Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1331 C-0S1002 Member Type: Beam Column Member Size: 16 X 36 14 X 314 Comments: Additional attachments in close proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 11 Compartment Width (ft): 14 Vent Height (ft): 15.5 Compartment Length (ft): 37.5 Top of Vent from Floor (ft): 11 Compartment Height (ft): 11 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 24 Initial Room Temp. (F): 96 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 303.33 Room Sketch:
M-663-00017A, Revision W03 Page G2B14 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1202-1988 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B15 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1202-1988 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B16 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1117-1974 Building: Auxiliary Fire Area: A-03
==
Description:==
Boric Acid Tank Room A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1421 N/A Member Type: Beam N/A Member Size: 27 X 84 N/A Comments: Additional 4" W shape in close There are no columns in this room.
proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 31 Compartment Width (ft): 19.5 Vent Height (ft): 19.5 Compartment Length (ft): 22.5 Top of Vent from Floor (ft): 51 Compartment Height (ft): 51 Vent
Description:
Barrier Type: Concrete Natural air movement from transfer grilles Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 191.12 Room Sketch:
M-663-00017A, Revision W03 Page G2B17 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1117-1974 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B18 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1301-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Corridor No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1411 N/A Member Type: Beam N/A Member Size: 21 X 62 N/A Comments: No columns.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25 Compartment Width (ft): 14.5 Vent Height (ft): 14.5 Compartment Length (ft): 215 Top of Vent from Floor (ft): 25 Compartment Height (ft): 25 Vent
Description:
Barrier Type: Concrete One of two large vents of equal size used (North Corridor)
Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 172.58 Room Sketch:
M-663-00017A, Revision W03 Page G2B19 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1301-2000 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B20 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1314-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Corridor No. 3 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1411 C-0S1002 Member Type: Beam Column Member Size: 27 X 84 14 X 228 Comments: Large area caused by 2 ea. Tube steel orientated across column.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25 Compartment Width (ft): 20 Vent Height (ft): 33 Compartment Length (ft): 121 Top of Vent from Floor (ft): 25 Compartment Height (ft): 25 Vent
Description:
Barrier Type: Concrete Largest opening vent used of two large openings.
Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 164.57 Room Sketch:
M-663-00017A, Revision W03 Page G2B21 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1314-2000 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B22 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1314-2000 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B23 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1315-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Ctmt Spray Additive Tank Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1421 C-0S1002 Member Type: Beam Column Member Size: 24 X 84 14 X 398 Comments: Additional attachments in close proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 7.5 Compartment Width (ft): 13 Vent Height (ft): 3.5 Compartment Length (ft): 21.5 Top of Vent from Floor (ft): 7.5 Compartment Height (ft): 25 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 24 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 500.83 Room Sketch:
M-663-00017A, Revision W03 Page G2B24 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1315-2000 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B25 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1315-2000 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B26 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1318-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Valve Compartment Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1421 N/A Member Type: Beam N/A Member Size: 33 X 118 N/A Comments: No columns.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 7.5 Compartment Width (ft): 17 Vent Height (ft): 3.5 Compartment Length (ft): 21.5 Top of Vent from Floor (ft): 7.5 Compartment Height (ft): 25 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 36 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 481.16 Room Sketch:
M-663-00017A, Revision W03 Page G2B27 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1318-2000 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B28 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1320-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Corridor No. 4 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1441 C-1S1001 Member Type: Beam Column Member Size: 16 X 40 14 X 264 Comments: Building steel under N. hatch is protected by sprinklers in lieu of fireproofing.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25 Compartment Width (ft): 36 Vent Height (ft): 14 Compartment Length (ft): 53 Top of Vent from Floor (ft): 25 Compartment Height (ft): 25 Vent
Description:
Barrier Type: Concrete Largets of two large opening used Barrier Thickness (in): 24 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 194.13 Room Sketch:
M-663-00017A, Revision W03 Page G2B29 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1320-2000 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B30 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1320-2000 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B31 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1401-2026 Building: Auxiliary Fire Area: A-16
==
Description:==
Component Cooling Pump & Heat Exch Area B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1511 C-0S1002 Member Type: Beam Column Member Size: 24 X 76 14 X 158 Comments: Tube steel is orientated to cause 144 square Inches of unprotected steel.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 20 Compartment Width (ft): 36.75 Vent Height (ft): 36.75 Compartment Length (ft): 66 Top of Vent from Floor (ft): 20 Compartment Height (ft): 20 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 176.12 Room Sketch:
M-663-00017A, Revision W03 Page G2B32 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1401-2026 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B33 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1401-2026 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B34 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1402-2026 Building: Auxiliary Fire Area: A-16
==
Description:==
Corridor No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1511 N/A Member Type: Beam N/A Member Size: 24 X 68 N/A Comments: Additional angle steel within close No column in this room.
proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 20 Compartment Width (ft): 15 Vent Height (ft): 14.5 Compartment Length (ft): 41 Top of Vent from Floor (ft): 20 Compartment Height (ft): 20 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 24 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 238.98 Room Sketch:
M-663-00017A, Revision W03 Page G2B35 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1402-2026 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B36 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1406-2026 Building: Auxiliary Fire Area: A-16
==
Description:==
Component Cooling Pump & Heat Exch Area A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1521 C-0S1002 Member Type: Beam Column Member Size: 27 X 84 14 X 228 Comments: Additional items within close proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 20 Compartment Width (ft): 26 Vent Height (ft): 76.5 Compartment Length (ft): 61 Top of Vent from Floor (ft): 20 Compartment Height (ft): 20 Vent
Description:
Barrier Type: Concrete Room (vent) is open on two sides Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 170.15 Room Sketch:
M-663-00017A, Revision W03 Page G2B37 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1406-2026 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B38 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1406-2026 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B39 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1408-2026 Building: Auxiliary Fire Area: A-16
==
Description:==
Corridor No. 2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1541 C-1S1001 Member Type: Beam Column Member Size: 21 X 55 14 X 158 Comments: Building steel under N. hatch is protected by sprinklers in lieu of fireproofing per drawing.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 20 Compartment Width (ft): 18 Vent Height (ft): 88.5 Compartment Length (ft): 215 Top of Vent from Floor (ft): 20 Compartment Height (ft): 20 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 147.76 Room Sketch:
M-663-00017A, Revision W03 Page G2B40 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1408-2026 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B41 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1408-2026 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B42 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1504-2047 Building: Auxiliary Fire Area: A-19
==
Description:==
Ctmt Purge Exhaust & Mech Equip Rm B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1631 C-0S1002 Member Type: Beam Column Member Size: 24 X 68 14 X 184 Comments: Additional attachments in close Additional attachments in close proximity proximity. (5 3" angle supports).
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25.25 Compartment Width (ft): 39.75 Vent Height (ft): 14 Compartment Length (ft): 89 Top of Vent from Floor (ft): 25.25 Compartment Height (ft): 25.25 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 179.58 Room Sketch:
M-663-00017A, Revision W03 Page G2B43 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1504-2047 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B44 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1504-2047 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B45 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1506-2047 Building: Auxiliary Fire Area: A-19
==
Description:==
Ctmt Purge Supply Air Handling Unit A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1641 C-1S1001 Member Type: Beam Column Member Size: 24 X 76 14 X 370 Comments: Monorail determined to be not worse Orientation of tube steel causes 56 plus case, spacers and fire proofing insulate 16 square inches of unprotected surface.
attachment configuration.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25.25 Compartment Width (ft): 48 Vent Height (ft): 14 Compartment Length (ft): 94 Top of Vent from Floor (ft): 25.25 Compartment Height (ft): 25.25 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 175.17 Room Sketch:
M-663-00017A, Revision W03 Page G2B46 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1506-2047 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B47 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1506-2047 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B48 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1513-2047 Building: Auxiliary Fire Area: A-19
==
Description:==
Control Bldg Vent Supply A/C Unit Rm Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1621 C-0S1002 Member Type: Beam Column Member Size: 24 X 76 14 X 184 Comments: Additional strut connection in close Additional angle in close proximity.
proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25.25 Compartment Width (ft): 35 Vent Height (ft): 15 Compartment Length (ft): 15 Top of Vent from Floor (ft): 25.25 Compartment Height (ft): 25.25 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 222.58 Room Sketch:
M-663-00017A, Revision W03 Page G2B49 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1513-2047 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B50 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1513-2047 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B51 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1502-2047 Building: Auxiliary Fire Area: A-20
==
Description:==
Component Cooling Water Surge Tank Area B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1631 N/A Member Type: Beam N/A Member Size: 21 X 55 N/A Comments: Monorail attachment, only 1 point is No columns.
required to be evaluated.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25.25 Compartment Width (ft): 39.75 Vent Height (ft): 14 Compartment Length (ft): 16 Top of Vent from Floor (ft): 25.25 Compartment Height (ft): 25.25 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 219.21 Room Sketch:
M-663-00017A, Revision W03 Page G2B52 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1502-2047 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B53 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1503-2047 Building: Auxiliary Fire Area: A-20
==
Description:==
Component Cooling Water Surge Tank Area A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1631 N/A Member Type: Beam N/A Member Size: 21 X 55 N/A Comments: Monorail attachment, only 1 point is No columns.
required to be evaluated.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25.25 Compartment Width (ft): 32 Vent Height (ft): 14 Compartment Length (ft): 15 Top of Vent from Floor (ft): 25.25 Compartment Height (ft): 25.25 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 228.21 Room Sketch:
M-663-00017A, Revision W03 Page G2B54 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1503-2047 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B55 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1505-2047 Building: Auxiliary Fire Area: A-20
==
Description:==
Corridor Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1631 N/A Member Type: Beam N/A Member Size: 24 X 76 N/A Comments: No exposed column.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25.25 Compartment Width (ft): 10 Vent Height (ft): 9 Compartment Length (ft): 9 Top of Vent from Floor (ft): 25.25 Compartment Height (ft): 25.25 Vent
Description:
Barrier Type: Concrete One of two large vent (equal in size) was used.
Temp not in USAR Table 3.11, used adjacent Barrier Thickness (in): 12 rooms Temp that are open to this room.
Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 317.54 Room Sketch:
M-663-00017A, Revision W03 Page G2B56 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1505-2047 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B57 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1507-2047 Building: Auxiliary Fire Area: A-20
==
Description:==
Personnel Hatch Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1631 C-1S1001 Member Type: Beam Column Member Size: 24 X 75 14 X 158 Comments: Additional attachments in close proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 25.25 Compartment Width (ft): 32 Vent Height (ft): 9 Compartment Length (ft): 33 Top of Vent from Floor (ft): 25.25 Compartment Height (ft): 25.25 Vent
Description:
Barrier Type: Concrete Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 223.79 Room Sketch:
M-663-00017A, Revision W03 Page G2B58 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1507-2047 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B59 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1507-2047 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B60 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1508-2047 Building: Auxiliary Fire Area: A-23
==
Description:==
Main Steam Isolation Valve Rm No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1452 N/A Member Type: Beam N/A Member Size: 30 X 99 N/A Comments: No columns.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 32 Compartment Width (ft): 22 Vent Height (ft): 35 Compartment Length (ft): 35 Top of Vent from Floor (ft): 48 Compartment Height (ft): 48 Vent
Description:
Barrier Type: Concrete Open to room below and at Missile Sheilds Barrier Thickness (in): 24 Initial Room Temp. (F): 120 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 184.77 Room Sketch:
M-663-00017A, Revision W03 Page G2B61 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1508-2047 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B62 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1509-2047 Building: Auxiliary Fire Area: A-23
==
Description:==
Main Steam Isolation Valve Rm No. 2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1452 N/A Member Type: Beam N/A Member Size: 30 X 99 N/A Comments: No columns.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 32 Compartment Width (ft): 22 Vent Height (ft): 35 Compartment Length (ft): 35 Top of Vent from Floor (ft): 48 Compartment Height (ft): 48 Vent
Description:
Barrier Type: Concrete Open to room below and at Missile Sheilds Barrier Thickness (in): 24 Initial Room Temp. (F): 120 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 184.77 Room Sketch:
M-663-00017A, Revision W03 Page G2B63 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1509-2047 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B64 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1324-2000 Building: Auxiliary Fire Area: A-29
==
Description:==
Feedwater Pump Valve Compartment No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1352 N/A Member Type: Beam N/A Member Size: 14 X 34 N/A Comments: Additional attachments in close No columns.
proximity (3" x 1/4" angle).
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 3.5 Compartment Width (ft): 10 Vent Height (ft): 3.5 Compartment Length (ft): 10 Top of Vent from Floor (ft): 10 Compartment Height (ft): 12 Vent
Description:
Barrier Type: Concrete Vent at ceiling to Room 1304 (3.5 X 3.5)
Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 975.88 Room Sketch:
M-663-00017A, Revision W03 Page G2B65 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1324-2000 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G2B66 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1330-2000 Building: Auxiliary Fire Area: A-30
==
Description:==
Feedwater Pump Valve Compartment No. 4 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1352 N/A Member Type: Beam N/A Member Size: 8 X 17 N/A Comments: Column encapsulated in concrete, no issues w/column.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 3.5 Compartment Width (ft): 10 Vent Height (ft): 3.5 Compartment Length (ft): 10 Top of Vent from Floor (ft): 10 Compartment Height (ft): 12 Vent
Description:
Barrier Type: Concrete Open at ceiling (3.5 X 3.5) Hatchway Barrier Thickness (in): 12 Initial Room Temp. (F): 104 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 975.88 Room Sketch:
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M-663-00017A, Revision W03 Page G2B68 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1206-1989 Building: Auxiliary Fire Area: A-33
==
Description:==
Pipe Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1352 C-1S1001 Member Type: Beam Column Member Size: 14 X 34 14 X 111 Comments: Additional attachments in close proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 10 Compartment Width (ft): 23 Vent Height (ft): 12 Compartment Length (ft): 38 Top of Vent from Floor (ft): 10 Compartment Height (ft): 10 Vent
Description:
Barrier Type: Concrete Lragest of two large vent openings used. Not in USAR Table 3.11, used 1207 Temp because it is Barrier Thickness (in): 24 open to 1207 and directly adjacent.
Initial Room Temp. (F): 106 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 316.93 Room Sketch:
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M-663-00017A, Revision W03 Page G2B70 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1206-1989 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B71 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 1207-1989 Building: Auxiliary Fire Area: A-33
==
Description:==
Pipe Chase Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1352 C-1S1001 Member Type: Beam Column Member Size: 18 X 40 14 X 111 Comments: Additional attachments in close proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 10 Compartment Width (ft): 23 Vent Height (ft): 12 Compartment Length (ft): 38 Top of Vent from Floor (ft): 10 Compartment Height (ft): 10 Vent
Description:
Barrier Type: Concrete Lragest of two large vent openings used.
Barrier Thickness (in): 24 Initial Room Temp. (F): 106 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 316.93 Room Sketch:
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M-663-00017A, Revision W03 Page G2B73 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 1207-1989 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G2B74 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 3401-2016 Building: Control Fire Area: C-35
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Description:==
Corridor No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3511 N/A Member Type: Beam N/A Member Size: 24 X 68 N/A Comments: No columns.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 15.25 Compartment Width (ft): 6 Vent Height (ft): 11 Compartment Length (ft): 86.5 Top of Vent from Floor (ft): 15.25 Compartment Height (ft): 15.25 Vent
Description:
Barrier Type: Block Temp. not in USAR Table 3.11, used all adacent room temp of 90 Barrier Thickness (in): 8 Initial Room Temp. (F): 90 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 276.82 Room Sketch:
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M-663-00017A, Revision W03 Page G2B76 of G2B-79 Structural Steel Fireproofing Data Appendix G2B Room-Elevation: 3406-2016 Building: Control Fire Area: C-35
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Description:==
Corridor No. 2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3511 C-0S3001 Member Type: Beam Column Member Size: 24 X 68 14 X 426 Comments: Additional Items in close proximity. (6" Column embedded on both sides. ALBI long x 1/2" Plate). is 2-1/2" thick minimum due to finish requirements.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 15.25 Compartment Width (ft): 11 Vent Height (ft): 11 Compartment Length (ft): 20.75 Top of Vent from Floor (ft): 15.25 Compartment Height (ft): 15.25 Vent
Description:
Barrier Type: Block Temp. not in USAR Table 3.11, used all adacent room temp of 90 Barrier Thickness (in): 8 Initial Room Temp. (F): 90 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 357.53 Room Sketch:
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Description:==
Emergency Shower & Eyewash Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3511 N/A Member Type: Beam N/A Member Size: 24 X 68 N/A Comments: No columns.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.1_Temperature_NV.xls (Version 1805.1)
Heat Release Rate (kW): 650 Vent Width (ft): 15.25 Compartment Width (ft): 11 Vent Height (ft): 11 Compartment Length (ft): 17 Top of Vent from Floor (ft): 15.25 Compartment Height (ft): 15.25 Vent
Description:
Barrier Type: Block Temp. not in USAR Table 3.11, used all adacent room temp of 90 Barrier Thickness (in): 8 Initial Room Temp. (F): 90 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 373.15 Room Sketch:
M-663-00017A, Revision W03 Page G2B79 of G2B-79 Structural Steel Fireproofing Data Appendix G2B 3412-2016 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
Page 1 M-663-00017A Attachment G3 Fire Protection Evaluation For Structural Steel Fireproofing With Unprotected Thermal Shorts in Closed Rooms with 650 kW Fire and No Ventilation or Forced Ventilation Rev. No. Prepared By Date Reviewed By Date W03 6/14/07 6/14/07
M-663-00017A Page 2 of 13 Attachment G3 Revision W03 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......................................................................................................................8 7.0 Evaluation .......................................................................................................................10 8.0 Conclusions.....................................................................................................................13 Appendix G3A, NUREG-1805 FDT Example -
Closed Room No Ventilation .. (2 Total Pages)
Appendix G3B, NUREG-1805 FDT Example -
Closed Room Forced Ventilation . (4 Total Pages)
Appendix G3C, Thermal Short and Room Data Sheets Close Room No Ventilation . (27 Total Pages)
Appendix G3D, Thermal Short and Room Data Sheets Close Room Forced Ventilation . (50 Total Pages)
M-663-00017A Page 3 of 13 Attachment G3 Revision W03 Revision Log Revision Reason for Revision W03 Original Issue
M-663-00017A Page 4 of 13 Attachment G3 Revision W03 1.0 Purpose 1.1 The purpose of this document is to evaluate the acceptability of protected structural steel with unprotected steel attachments (thermal shorts) that are welded to the building steel. This evaluation was conducted in accordance with the guidance of NRC Generic Letter 86-10 and Regulatory Guide 1.189.
2.0 Scope 2.1 This evaluation is applicable to the Rooms identified in Table II.
3.0 References 3.1 NRC Generic Letter 86-10, Implementation of Fire Protection Requirements, dated April 24, 1986 3.2 10 CFR 50 Appendix R, Fire Protection Program For Nuclear Power Facilities Operating Prior To January 1, 1979 3.3 NRC Inspection Manual 0609, Appendix F, Fire Protection Significant Determination Process, dated 02/28/05.
3.4 NUREG/CR-6850, Fire PRA Methodology for Nuclear Power Facilities, published 09/2005 3.5 NUREG-1805, Fire Dynamics Tools (FDTs) Quantitative Fire Hazard Analysis Methods for the U.S. Nuclear Regulatory Commission Fire Protection Inspection Program, published 12/2004 3.6 NUREG-1824, Verification and Validation of Selected Fire Models for Nuclear Power Plant Applications 3.7 Regulatory Guide 1.189, Fire Protection For Operating Nuclear Power Plants, April 2001 3.8 ASTM E-119, Standard Test Methods for Fire Tests of Building Construction and Materials 3.9 UL N-711, (A-126-00001), Fire Test Report Of Loaded Restrained Beams Protected By Cementitious Mixture, Dated August 11, 1976 3.10 UL N-712, (A-126-00002), Fire Test Report Of Loaded Restrained Beams Protected By Cementitious Mixture, Dated May 13, 1977 3.11 A-126, Technical Specification For Cementitious Fireproofing Of Structural Steel For The Standardized Nuclear Unit Power Plant Unit (SNUPPS) 3.12 PIR 2002-2287, Structural Steel Fireproofing With Unprotected Attachments 3.13 FP-M-012, Rev 0, Structural Steel Fireproofing Thermal Shorts and Omissions Evaluation
M-663-00017A Page 5 of 13 Attachment G3 Revision W03 3.14 CNT-MC-600, Rev. 2, Fireproofing of Structural Steel 3.15 Drawing A-1801, Rev. 10, Architectural Fire Delineation Floor Plan EL 1974-0 3.16 Updated Safety Analysis Report (USAR) Section 9.5.1.2.2.3.c, Rev. 15 and Table 9.5A-1 Sheet 27, Rev. 4 4.0 Assumptions 4.1 It is assumed that fireproofing material used to protect building steel is applied to a thickness as required by CNT-MC-600. This is an acceptable assumption based on a review of the Quality Control documentation maintained during initial fireproofing installation activities and subsequent inspections during ongoing plant repairs witnessed by Fire Protection personnel.
5.0 Assessment of Condition to Design Requirements 5.1 Requirements USAR Section 9.5.1.2.2.3.c , identifies that the notes contained on Figure 9.5.1-2
[Drawing A-1801] 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 I ASTM E-119 Temperature Limitations for 3-Hour Fire Exposure Structural Member Maximum Single Point Maximum Average Type Temperature (qF) Temperature (qF)
Beam 1300q(F) 1100q(F)
Column 1200q(F) 1000q(F) 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 Z-146 coatings to 3-hour ASTM E-119 fire exposures. The testing for beams and columns, utilized W8 x 28 steel shapes incorporating two protection methods; contour and boxed. However, testing of both techniques did not incorporate thermal short attachments.
Therefore, the affect 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
M-663-00017A Page 6 of 13 Attachment G3 Revision W03 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.
Refer to Table II for the specific rooms that are addressed by this evaluation.
TABLE II Thermal Shorts in Closed Rooms with 650 kW Fire and No Ventilation or Forced Ventilation Fire Room Building Elev.
Description:
Table III Table III Area Group ASTM E-119 Rating A-1 1203 Auxiliary 1988-0 Pipe Space B 1 Beam: About 2-Hours 2 Column: Nearly 3-Hours 1204 Auxiliary 1988-0 Pipe Space A 1 Beam: About 2-Hours 2 Column: Nearly 3-Hours A-7 1126 Auxiliary 1974-0 Boron Injection Tank & 1 Beam: About 2-Hours Pump Room A-8 1307 Auxiliary 2000-0 Corridor No. 2 1 Beam: About 2-Hours, Attachment size is smaller than analyzed.
N/R Column: No Issues, Bounded.
1311 Auxiliary 2000-0 Sampling Room 1&4 Beam: 1.8 Hours, Attachment size is smaller than analyzed, See Note 2
A-13 1325 Auxiliary 2000-0 Aux Feedwater Pump Rm B 4 Beam: 1.8 Hours A-14 1326 Auxiliary 2000-0 Aux Feedwater Pump Rm A 1 Beam: About 2-Hours A-15 1331 Auxiliary 2000-0 Aux Feedwater Pump Rm C 1&4 Beam: 1.8 Hours, Attachment size is smaller than analyzed, See Note 2
3 Column: About 1-Hour, Attachment size is smaller than analyzed A-17 1409 Auxiliary 2026-0 Electrical Penetration Rm B 1 Beam: About 2-Hours 3 Column: About 1-Hour, Attachment sizes are smaller than analyzed.
Several attachments in close proximity.
A-18 1410 Auxiliary 2026-0 Electrical Penetration Rm A 1 Beam: About 2-Hours 2 Column: Nearly 3-Hours, See Note 2 below A-21 1501 Auxiliary 2047-6 Control Rm A/C & Filtration 1 Beam: About 2-Hours Units B 3 Column: About 1-Hour, Attachment size is smaller than analyzed A-22 1512 Auxiliary 2047-6 Control Rm A/C & Filtration 1 Beam: About 2-Hours Units A 2 Column: Nearly 3-Hours, See Note 2 below A-24 1323 Auxiliary 2000-0 Pipe Penetration Rm A 1 Beam: About 2-Hours, Attachment size is smaller than analyzed 2 Column: Attachment is larger than analyzed and cannot be compared to Calculation Configurations
M-663-00017A Page 7 of 13 Attachment G3 Revision W03 Fire Room Building Elev.
Description:
Table III Table III Area Group ASTM E-119 Rating A-25 1322 Auxiliary 2000-0 Pipe Penetration Rm B 1 Beam: About 2-Hours, Attachment size is smaller than analyzed.
2 Column: Attachment is larger than analyzed and cannot be compared to Calculation Configurations.
A-26 1405 Auxiliary 2026-0 Chemical Storage Area 1 Beam: About 2-Hours, Attachment size is smaller than analyzed. See Note 3 Below A-27 1403 Auxiliary 2026-0 MG Set Room 1 Beam: About 2-Hours 2 Column: Nearly 3-Hours, Attachment size smaller than analyzed. See Note 2 below C-1 3101 Control 1974-0 Pipe Space & Tank Area 1&4 Beam: 1.8 Hours, Attachment sizes are smaller than analyzed, See Note 2 C-5 NAC Control 1984-0 Area Above Suspended 1&4 Beam: 1.8 Hours, Attachment size Ceiling is smaller than analyzed, See Note 2
C-6 SAC Control 1984-0 Area Above Suspended 1 Beam: About 2-Hours, Attachment Ceiling size is smaller than analyzed.
C-9 3301 Control 2000-0 ESF Switchgear Room No. 1 Beam: About 2-Hours, See Note 3 1 Below 2 Column: Nearly 3-Hours, Attachment size smaller than analyzed. See Note 2 below C-10 3302 Control 2000-0 ESF Switchgear Room No. 1&4 Beam: 1.8 Hours, Attachment sizes 2 are smaller than analyzed, See Notes 2 & 3 2 Column: Nearly 3-Hours, Attachment size smaller than analyzed. See Note 2 below C-13 3415 Control 2016-0 Access Ctrl & Elec Equip 1 Beam: About 2-Hours, See Note 3 A/C Units No. 1 Below C-14 3416 Control 2016-0 Access Ctrl & Elec Equip 1 Beam: About 2-Hours A/C Units No. 2 C-21 3501 Control 2032-0 Lower Cable Spreading 1 Beam: About 2-Hours Room See Note 3 Below 2 Column: Nearly 3-Hours, See Note 2 below C-22 3801 Control 2073-6 Upper Cable Spreading 1 Beam: About 2-Hours, Actual Room Member and Attachment analyzed in Calc. FP-M-012, See Note 3 Below C-27 3605 Control 2047-6 Equipment Cabinet Area 1 Beam: About 2-Hours, See Note 3 Below N/R Column: No Issues, Bounded F-2 6104 Fuel 2000-0 Fuel Pool Cooling Heat 1&4 Beam: 1.8 Hours, See Note 2 Exch Room F-3 6105 Fuel 2000-0 Fuel Pool Cooling Heat 1 Beam: About 2-Hours Exch Room
M-663-00017A Page 8 of 13 Attachment G3 Revision W03 Fire Room Building Elev.
Description:
Table III Table III Area Group ASTM E-119 Rating F-4 6203 Fuel 2026-0 Air Handling Equipment 1&4 Beam: 1.8 Hours, See Notes 2 & 3 Room F-5 6202 Fuel 2026-0 Electrical Equipment Room 1&4 Beam: 1.8 Hours, Attachment sizes are smaller than analyzed, See Notes 2 & 3 F-6 6304 Fuel 2047-6 Exhaust Filter Absorber 1&4 Beam: 1.8 Hours, Attachment sizes Room A are smaller than analyzed, See Note 2 F-7 6303 Fuel 2047-6 Exhaust Filter Absorber 1&4 Beam: 1.8 Hours, Attachment sizes Room B are smaller than analyzed, See Note 2 Table II Notes:
- 1. Category 1 (H member) as been conservatively assigned to this beam attachment configuration due to the lack of analysis of a W shape configuration welded to the bottom beam flange. It should be noted that W shapes thermally perform significantly better than H shapes due to the larger exposed area of the H shape.
- 2. Hot spot forms in Web area around thermal short. Structural considerations could show this element performs its intended design function for three-hours. This Note is a direct excerpt from Calculation FP-M-012.
- 3. Refer to Attachment G5 for the Heat Affected Zone (HAZ) review where steel is an integral element of the fire barrier assembly.
6.0 Methodology As discussed in Section 12.2.2 of M-663-00017A, Section 4.2.2 of Regulatory Guide 1.189 identifies that structural steel is not required to be protected to the fire resistance rating of the barrier [typically 3-hours], provided analysis demonstrates that the steel temperature reached during fire exposure does not result in structural failure of the steel.
Considering the results of FP-M-012, where an ASTM E-119 3-hour fire was modeled to assess thermal insult presented by unprotected attachments connected to protected steel, the Reg. Guide 1.189 approach allowance is utilized to address impact of unprotected thermal short attachments larger than Unistrut.
Walkdowns were conducted on a room-by-room basis utilizing structural steel drawings and a best effort visual inspection to determine the worse case thermal short configuration for columns, beams and where structural steel serves as an Appendix R fire boundary. For the purpose of this evaluation, all unprotected thermal shorts greater than Unistrut were reviewed and considered relevant to determine worse case scenario.
FP-M-012 demonstrated that thermal short attachments equivalent to Unistrut did not present a thermal conductive path that would challenge structural steel integrity, assuming an ASTM E-119 fire exposure.
See section 12.2.3 of M-663-00017A for further discussion regarding the overall fireproofing assessment methodology utilized in the identification process for selecting the worse case thermal short configuration.
M-663-00017A Page 9 of 13 Attachment G3 Revision W03 Each worse case thermal short configuration was then compared to the configurations identified in Table III, from FP-M-012, which were modeled assuming an ASTM E-119 3-hour fire exposure. The fire resistance rating of the Table III configuration that provided the closest match to the worse case configuration was utilized to infer an approximate fire resistance rating, again assuming an ASTM E-119 3-hour fire exposure.
This comparison information is captured in Table II. In all cases the structural steel for the rooms satisfied at least a 1-hour rating, and in several cases nearly a 3-hour rating.
Additionally, many unprotected attachment members were smaller than that analyzed in FP-M-012, and therefore the beam or column being evaluated is expected to perform better than that indicated.
In effort to assess structural steel performance considering representative plant configurations and hazards, the NUREG-1805 Fire Dynamics Tools (FDT) were utilized to determine the maximum hot gas layer temperature anticipated within the rooms considering bounding simple fire heat release rates provided in Appendix F of NRC Inspection Manual 0609.
TABLE III Thermal Short Configurations Analyzed in FP-M-012 Thermal Short Summary Of Thermal ASTM E119 Fire Findings Configuration Short Configuration Resistance Rating 1 Typical H-Shape thermal About two-hours Large segment of flange short on a moderate size exceeds peak temperature beam. criterion.
2 Multiple W-Shape thermal Nearly three- Hot spot formation on the web.
shorts on a large size hours Structural considerations could column. show this element performs function for three-hours.
3 Large H Shape thermal short About one-hour Large segment of entire cross-on a large size column. section exceeds peak temperature criterion.
4 Typical W-Shape thermal 1.8-hours Hot spot forms in web area short on a moderate size around thermal short.
beam. Structural considerations could show this element performs function for three-hours.
5 Small thermal short Over three-hours Provides indications of Unistrut (Unistrut) on a moderate impact on temperature field in size beam. structural steel. These thermal shorts have little impact on primary structural element steel temperature.
6 Small thermal short Over three-hours Provides indications of Unistrut (Unistrut) on a moderate impact on temperature field in size beam. Thermal structural steel. This is the Insulation on beam within most severe type of Unistrut the Unistrut is missing. thermal short.
M-663-00017A Page 10 of 13 Attachment G3 Revision W03 7.0 Evaluation Each Room identified in Table II was reviewed and evaluated to determine if building structural members with unprotected steel attachments larger than Unistrut would affect the steel integrity in the event of fire. It was determined by utilizing NUREG-1805 Fire Dynamics Tools that these rooms would not develop a hot gas layer that would influence the existing building steel, and existing building steel protection configurations are acceptable to maintain building integrity.
Each Table II room is either a closed room with no ventilation or a closed room with forced ventilation. A closed room with no ventilation is consistent with the application of NUREG-1805 FDT 02.3_temperature_cc_rev1.xls (Version 1805.1), as it addresses modeling closed compartments with natural ventilation associated only with compartment leakage. This is an acceptable approach, as rooms of concern will have limited natural ventilation leakage occurring predominantly around allowed door gaps.
Therefore, this FDT was utilized to assess room hot gas layer temperature development for closed rooms containing no ventilation. An example of the FDT is provided in Appendix G3A.
Where rooms were closed, with the exception of forced air ventilation openings, it was recognized that these rooms would effectively become a closed room once HVAC fire damper closure was achieved. HVAC fire dampers are closed by one of the following means:
x Automatically close by the fire alarm system, following smoke detection activation, for dampers provided with an electro-thermal link (ETL).
x Close by the melting of a fusible link with a temperature rating of 165 qF.
Rooms with ETL controlled fire dampers were considered closed rooms with no forced ventilation, since room forced ventilation flow would be eliminated by fire alarm system activation, which would occur early in the fire development stage. Therefore, closed rooms with forced ventilation controlled by ETL fire dampers also utilize NUREG-1805 FDT 02.3_temperature_cc_rev1.xls (Version 1805.1).
Where fusible link fire dampers provide room ventilation isolation, it was recognized that forced ventilation would continue for the room until the compartment temperature reached the activation point of the fire damper fusible link. Therefore, each of these rooms was first treated as compartment with forced ventilation until room hot gas layer temperature exceeded 200qF. NUREG-1805 FDT 02.2_Temperature_FV.xls (Version 1805.0), was utilized for this application. An example of the FDT is provided in Appendix G3B. At the point that the hot gas layer temperature exceeded 200 qF, effectively creating a closed room with no ventilation following fire damper closure, relevant data from the Closed Room - Forced Ventilation FDT was extracted and utilized as input within the previously discussed FDT, for a closed room with no forced ventilation.
Data collection necessary for FDT input is provided in the individual room data sheets documented in Appendices G3C and G3D. Appendix G3C contains data for closed rooms with no ventilation, while G3D is for closed rooms with forced ventilation. Input information necessary for each FDT utilized is as follows:
M-663-00017A Page 11 of 13 Attachment G3 Revision W03 Closed Room - No Ventilation NUREG -1805 FDT 02.3_temperature_cc_rev1.xls (Version 1805.1) x Compartment width (ft) x Compartment length (ft) x Compartment height (ft) x Barrier type (concrete or concrete block) x Barrier thickness (in) x Ambient air temperature (qF) x Fire Heat Release Rate (kW) x Time when Closed Room - Forced Ventilation FDT exceeds 200qF (min)
- x Compartment starting temperature for Closed Room - No Ventilation FDT (qF) *
- Data input from Closed Room - Forced Ventilation FDT Closed Room - Forced Ventilation NUREG-1805 FDT 02.2_Temperature_FV.xls (Version 1805.0) x Compartment width (ft) x Compartment length (ft) x Compartment height (ft) x Barrier type (concrete or concrete block) x Barrier thickness (in) x Forced Ventilation Rate (cfm) x Ambient air temperature (qF) x Fire Heat Release Rate (kW)
A fire with a constant 650 kW heat release rate (HRR) was utilized for the Table II rooms. This HRR was chosen considering the guidance of Appendix F to NRC Inspection Manual 0609. Table IV, extracted from the Inspection Manual, reveals that a 650 kW HRR is based on a large electrical fire that reflects a high confidence limit (98th percentile) fire severity. This fire severity envelops large electrical fires, transient combustible fires, and 90% of very large fire sources. Although, the majority of the rooms evaluated in Table II would not likely produce a fire severity equivalent to 650 kW, the conservative fire intensity input ensures a bounding credible fire was utilized for the rooms of concern, without necessitating a detailed quantitative review of room contents.
In all cases, specific room area input into the FDT yielded hot gas layer results at a 180-minute duration that were less than the ASTM E-119 average temperature limitations identified in Table I. Refer, to the Appendix G3C and G3D room data sheets for specific results. The FDT results demonstrate that the lack of ventilation for the closed rooms is the primary contributor to the lower temperatures reflected through the FDT modeling process.
During ASTM E-119 fire testing, temperatures are recorded on the steel surface underneath the fireproofing protective coating in effort to assess fireproofing
M-663-00017A Page 12 of 13 Attachment G3 Revision W03 effectiveness when subjected to approximate 1925 qF fire exposure for a 3-hour duration. Considering that the FDT calculated room hot gas layer temperature was less than the Table I ASTM E-119 average temperature limitations, it is reasonable to conclude that unprotected thermal short attachments will not present a thermal failure mode to the structural steel, since the room will not attain temperatures during the postulated fire event that would challenge steel structural integrity.
TABLE IV Generic Fire Bins1 Mapping of General Fire Scenario Characterization Type Bins to Fire Intensity Characteristics Generic Fire Type Bins with Simple Predefined Characteristics Fire Size Bins Small Large Indoor Oil- Very Large Engines and Solid and Electrical Electrical Filled Fire Heaters Transient Fire Fire Transformers Sources Combustibles 70 kW 75th Percentile 75th 75th Percentile Fire Percentile Fire Fire 200 kW 98th Percentile 75th 98th 98th Percentile Fire Percentile Percentile Fire Fire Fire 650 kW 98th 75th Percentile 75th Percentile Fire Percentile Fire Fire 2 MW 98th Percentile Fire 10 MW 98th Percentile Fire Table IV Note:
- 1. Information extracted from NRC Inspection Manual 0609, Appendix F, Table 2.3.1.
8.0 Post Fire Safe Shutdown Impact There is no impact to post-fire safe shutdown (PFSSD) capability, as the evaluation demonstrates that postulated fire event room temperate will not result in detrimental impact to structural steel integrity.
Refer to Attachment G5 for the Heat Affected Zone (HAZ) review where steel is an integral element of the fire barrier assembly.
M-663-00017A Page 13 of 13 Attachment G3 Revision W03 9.0 Conclusions This evaluation demonstrates that unprotected thermal shorts, attached to structural steel within the Table II rooms, does not result in a detrimental impact to structural steel integrity. Utilization of NUREG-1805 FDTs revealed that hot gas layer temperatures for each of the Table II rooms did not exceed the ASTM E-119 maximum average exposure temperature for beam or column limitation in the associated room. Therefore, the protected structural steel configurations within these rooms are acceptable for the intended service, and will not degrade the affected fire barrier or structural integrity of the building steel, or affect redundant PFSSD capability.
Based on the above discussion, it is reasonable to conclude that the existing fireproofing on the structural steel with unprotected attachments will satisfy regulatory expectations and commitments as well as WCNOC Fire Protection Program requirements, to prevent building steel failure as a result of fire exposure.
M-663-00017A, Revision W03 Page G3A-1 of G3A-2 Office of Nuclear Reactor Regulation Division of Systems Safety and Analysis Appendix G3A Plant Systems Branch Fire Protection Engineering and Special Projects Section CHAPTER 2. PREDICTING HOT GAS LAYER TEMPERATURE IN A ROOM FIRE WITH DOOR CLOSED Version 1805.1 The following calculations estimate the hot gas layer temperature in enclosure fire with door closed.
This method assume that compartment has sufficient leaks to prevent pressure buildup, but the leakages are ignored.
Parameters in YELLOW CELLS are Entered by the User.
Parameters in GREEN CELLS are Automatically Selected from the DROP DOWN MENU for the Material Selected.
All subsequent output values are calculated by the spreadsheet and based on values specified in the input parameters. This spreadsheet is protected and secure to avoid errors due to a wrong entry in a cell(s).
The chapter in the NUREG should be read before an analysis is made.
INPUT PARAMETERS COMPARTMENT INFORMATION Compartment Width (wc) 15.00 ft 4.57 m Compartment Length (lc) 15.00 ft 4.57 m Compartment Height (hc) 15.00 ft 4.57 m Interior Lining Thickness (G) 12.00 in 0.3048 m Ambient Air Temperature (Ta) 77.00 °F 25.00 °C 298.00 K AMBIENT CONDITIONS Specific Heat of Air (cp) 1.00 kJ/kg-K Ambient Air Density (Ua) 1.18 kg/m3 3
Volume of the Compartment (V) 3375.00 ft3 95.57 m Mass of the Gas in the Compartment (m = V x Ua) 113.21 kg Note: Air density will automatically correct with Ambient Air Temperature (Ta) Input THERMAL PROPERTIES OF COMPARTMENT ENCLOSING SURFACES Interior Lining Thermal Inertia (kUc) 2.9 (kW/m 2-K)2-sec Interior Lining Thermal Conductivity (k) 0.0016 kW/m-K Interior Lining Specific Heat (c) 0.75 kJ/kg-K Interior Lining Density (U) 2400 kg/m3 THERMAL PROPERTIES FOR COMMON INTERIOR LINING MATERIALS kUc k c U Select Material Material (kW/m2-K)2-sec (kW/m-K) (kJ/kg-K) (kg/m3) Concrete Aluminum (pure) 500 0.206 0.895 2710 Scroll to desired material then Steel (0.5% Carbon) 197 0.054 0.465 7850 Click on selection Concrete 2.9 0.0016 0.75 2400 Brick 1.7 0.0008 0.8 2600 Glass, Plate 1.6 0.00076 0.8 2710 Brick/Concrete Block 1.2 0.00073 0.84 1900 Gypsum Board 0.18 0.00017 1.1 960 Plywood 0.16 0.00012 2.5 540 Fiber Insulation Board 0.16 0.00053 1.25 240 Chipboard 0.15 0.00015 1.25 800 Aerated Concrete 0.12 0.00026 0.96 500 Plasterboard 0.12 0.00016 0.84 950 Calcium Silicate Board 0.098 0.00013 1.12 700 Alumina Silicate Block 0.036 0.00014 1.0 260 Glass Fiber Insulation 0.0018 0.000037 0.8 60 Expanded Polystyrene 0.001 0.000034 1.5 20 User Specified Value Enter Value Enter Value Enter Value Enter Value
Reference:
Klote, J., J. Milke, Principles of Smoke Management , 2002, Page 270.
FIRE SPECIFICATIONS Fire Heat Release Rate (Q) 500.00 kW Time after Ignition 120 sec Calculate METHOD OF BEYLER nd
Reference:
SFPE Handbook of Fire Protection Engineering, 3 Edition, 2002, Page 3-180.
'Tg = (2 K2 / K12) (K1 ¥t-1+e(- K1 ¥t))
Where 'Tg = Tg - Ta = upper layer gas temperature rise above ambient (K)
Ta = ambient air temperature (K)
Parameter K1 = 2 (0.4¥kUc) AT / mcp Parameter K2 = Q / m cp kUc = interior construction thermal inertia (kW/m2-K)2-sec m = mass of gas in the compartment (kg) cp = specific heat of air (kJ/kg-K)
AT = total area of the compartment enclosing surface boundaries (m2)
Q = heat release rate of the fire (kW) t = exposure time (sec)
Calculation for Parameter K1 K1 = 2 (0.4¥kUc) AT / mc Where kUc = interior construction thermal inertia (kW/m2-K)2-sec AT = total area of the compartment enclosing surface boundaries (m2) m = mass of gas in the compartment (kg)
Area of Compartment Enclosing Surface Boundaries AT = [2(wc x lc) + 2(hc x wc) + 2(hc x lc)]
Where AT = total area of the compartment enclosing surface boundaries (m2) wc = compartment width (m) 1
M-663-00017A, Revision W03 Page G3A-2 of G3A-2 Office of Nuclear Reactor Regulation Division of Systems Safety and Analysis Appendix G3A Plant Systems Branch Fire Protection Engineering and Special Projects Section lc = compartment length (m) hc = compartment height (m) 2 AT = 125.42 m 2
K1 = 1.51 kW/m -K Calculation for Parameter K2 K2 = Q / m cp Where Q = heat release rate of the fire (kW) m = mass of gas in the compartment (kg) cp = specific heat of air (kJ/kg-K)
K2 = 4.42 Compartment Hot Gas Layer Temperature, Compartment Door Closed
'Tg = (2 K2 / K12) (K1 ¥t-1+e(- K1 ¥t))
'Tg = Tg - Ta = 60.23 Tg = 358.23 K Tg = 85.23 °C 185.42 °F Answer NOTE The above calculations are based on principles developed in the SFPE Handbook of Fire Protection Engineering, 3nd Edition, 2002.
Calculations are based on certain assumptions and have inherent limitations. The results of such calculation may or may not have reasonable predictive capabilities for a given situation, and should only be interpreted by an informed user.
Although each calculation in the spreadsheet has been verified with the results of hand calculation, there is no absolute guarantee of the accuracy of these calculations.
Any questions, comments, concerns, and suggestions, or to report an error(s) in the spreadsheet, please send an email to nxi@nrc.gov or mxs3@nrc.gov.
Prepared by: Date Organization Checked by: Date Organization Additional Information Revision Log Description of Revision Date 1805.0 Original issue with final text. January 2005 1805.1 Corrected calculation for Parameter K1. Added area of compartment enclosing surface September 2005 boundaries (AT) in Parameter K1.
2
M-663-00017A, Revision W03 Page G3B-1 of G3B-4 Office of Nuclear Reactor Regulation Division of Systems Safety and Analysis Appendix G3B Plant Systems Branch Fire Protection Engineering and Special Projects Section CHAPTER 2. PREDICTING HOT GAS LAYER TEMPERATURE IN A ROOM FIRE WITH FORCED VENTILATION COMPARTMENT WITH THERMALLY THICK/THIN BOUNDARIES Version 1805.0 The following calculations estimate the hot gas layer temperature and smoke layer height in enclosure fire.
Parameters in YELLOW CELLS are Entered by the User.
Parameters in GREEN CELLS are Automatically Selected from the DROP DOWN MENU for the Material Selected.
All subsequent output values are calculated by the spreadsheet and based on values specified in the input parameters. This spreadsheet is protected and secure to avoid errors due to a wrong entry in a cell(s).
The chapter in the NUREG should be read before an analysis is made.
INPUT PARAMETERS COMPARTMENT INFORMATION Compartment Width (wc) 16.50 ft 5.03 m Compartment Length (lc) 36.50 ft 11.13 m Compartment Height (hc) 20.00 ft 6.10 m Interior Lining Thickness (G) 12.00 in 0.3048 m AMBIENT CONDITIONS Ambient Air Temperature (Ta) 104.00 °F 40.00 °C 313.00 K Specific Heat of Air (cp) 1.00 kJ/kg-K 3
Ambient Air Density (Ua) 1.13 kg/m THERMAL PROPERTIES OF COMPARTMENT ENCLOSING SURFACES Interior Lining Thermal Inertia (kUc) 2.9 (kW/m 2-K)2-sec Interior Lining Thermal Conductivity (k) 0.0016 kW/m-K Interior Lining Specific Heat (c) 0.75 kJ/kg-K Interior Lining Density (U) 2400 kg/m 3 Note: Air density will automatically correct with Ambient Air Temperature (Ta) Input THERMAL PROPERTIES FOR COMMON INTERIOR LINING MATERIALS kUc k c U Select Material Material (kW/m 2-K)2-sec (kW/m-K) (kJ/kg-K) (kg/m3) Concrete Aluminum (pure) 500 0.206 0.895 2710 Scroll to desired material then Steel (0.5% Carbon) 197 0.054 0.465 7850 Click on selection Concrete 2.9 0.0016 0.75 2400 Brick 1.7 0.0008 0.8 2600 Glass, Plate 1.6 0.00076 0.8 2710 Brick/Concrete Block 1.2 0.00073 0.84 1900 Gypsum Board 0.18 0.00017 1.1 960 Plywood 0.16 0.00012 2.5 540 Fiber Insulation Board 0.16 0.00053 1.25 240 Chipboard 0.15 0.00015 1.25 800 Aerated Concrete 0.12 0.00026 0.96 500 Plasterboard 0.12 0.00016 0.84 950 Calcium Silicate Board 0.098 0.00013 1.12 700 Alumina Silicate Block 0.036 0.00014 1 260 Glass Fiber Insulation 0.0018 0.000037 0.8 60 Expanded Polystyrene 0.001 0.000034 1.5 20 User Specified Value Enter Value Enter Value Enter Value Enter Value
Reference:
Klote, J., J. Milke, Principles of Smoke Management, 2002 Page 270.
COMPARTMENT MASS VENTILATION FLOW RATE 3
Forced Ventilation Flow Rate (m) 100.00 cfm 0.047 m /sec 0.053 kg/sec FIRE SPECIFICATIONS Fire Heat Release Rate (Q) 70.00 kW Calculate METHOD OF FOOTE, PAGNI, AND ALVARES (FPA)
Reference:
SFPE Handbook of Fire Protection Engineering , 3rd Edition, 2002, Page 3-177.
'Tg/Ta = 0.63(Q/mcpTa)0.72(hkAT/mcp)-0.36 Where 'Tg = Tg - Ta = upper layer gas temperature rise above ambient (K)
Ta = ambient air temperature (K)
Q = heat release rate of the fire (kW) m = compartment mass ventilation flow rate (kg/sec) cp = specific heat of air (kJ/kg-K) hk = convective heat transfer coefficient (kW/m2-K)
AT = total area of the compartment enclosing surface boundaries (m2)
Thermal Penetration Time Calculation tp = (Ucp/k) (G/2)2 Where tp = thermal penetration time (sec)
U = interior construction density (kg/m3) cp = interior construction heat capacity (kJ/kg-K) k = interior construction thermal conductivity (kW/m-K)
G = interior construction thickness (m) tp = 26128.98 sec Heat Transfer Coefficient Calculation 1
M-663-00017A, Revision W03 Page G3B-2 of G3B-4 Office of Nuclear Reactor Regulation Division of Systems Safety and Analysis Appendix G3B Plant Systems Branch Fire Protection Engineering and Special Projects Section hk = ¥(kUc/t) for t < tp or (k/G) for t > tp Where hk = heat transfer coefficient (kW/m2-K) kUc = interior construction thermal inertia (kW/m2-K)2-sec (a thermal property of material responsible for the rate of temperature rise) t = time after ignition (sec)
See table below for results Area of Compartment Enclosing Surface Boundaries AT = 2 (wc x lc) + 2 (hc x wc) + 2 (hc x lc)
Where AT = total area of the compartment enclosing surface boundaries (m2) wc = compartment width (m) lc = compartment length (m) hc = compartment height (m)
Av = area of ventilation opening (m2) 2 AT = 308.86 m Compartment Hot Gas Layer Temperature With Forced Ventilation
'Tg/Ta = 0.63(Q/mcpT0)0.72(hkAT/mcp)-0.36
'Tg = Tg - Ta Tg = 'Tg + Ta Results Time After Ignition (t) hk 'Tg/T0 'Tg Tg Tg Tg (min) (sec) (kW/m 2-K) (K) (K) (°C) (°F) 0 0 - - - 313.00 40.00 104.00 1 60 0.22 0.13 42.24 355.24 82.24 180.02 2 120 0.16 0.15 47.85 360.85 87.85 190.13 3 180 0.13 0.16 51.47 364.47 91.47 196.65 4 240 0.11 0.17 54.21 367.21 94.21 201.57 5 300 0.10 0.18 56.43 369.43 96.43 205.57 10 600 0.07 0.20 63.93 376.93 103.93 219.07 15 900 0.06 0.22 68.77 381.77 108.77 227.78 20 1200 0.05 0.23 72.42 385.42 112.42 234.36 25 1500 0.04 0.24 75.39 388.39 115.39 239.70 30 1800 0.04 0.25 77.90 390.90 117.90 244.23 35 2100 0.04 0.26 80.10 393.10 120.10 248.17 40 2400 0.03 0.26 82.05 395.05 122.05 251.68 45 2700 0.03 0.27 83.80 396.80 123.80 254.85 50 3000 0.03 0.27 85.41 398.41 125.41 257.73 55 3300 0.03 0.28 86.89 399.89 126.89 260.39 60 3600 0.03 0.28 88.26 401.26 128.26 262.86 Hot Gas Layer Temperature Forced Ventilation - FPA Method 300 Temperature (°F) 200 100 0
0 10 20 30 40 50 60 Time (min)
METHOD OF DEAL AND BEYLER
Reference:
SFPE Handbook of Fire Protection Engineering , 3rd Edition, 2002, Page 3-178.
Heat Transfer Coefficient Calculation hk = 0.4 ¥(kUc / t) for t < tp Where hk = heat transfer coefficient (kW/m2-K) kUc = interior construction thermal inertia (kW/m2-K)2-sec (a thermal property of material responsible for the rate of temperature rise)
G = thickness of interior lining (m) 2 hk = 0.088 kW/m -K Area of Compartment Enclosing Surface Boundaries AT = 2(w c x lc) + 2(h c x wc) + 2(hc x lc) 2 AT = 308.86 m Compartment Hot Gas Layer Temperature With Forced Ventilation
'Tg = Q / (m cp + hk AT)
Where 'Tg = Tg - Ta = upper layer gas temperature rise above ambient (K) 2
M-663-00017A, Revision W03 Page G3B-3 of G3B-4 Office of Nuclear Reactor Regulation Division of Systems Safety and Analysis Appendix G3B Plant Systems Branch Fire Protection Engineering and Special Projects Section Ta = ambient air temperature (K)
Q = heat release rate of the fire (kW) m = compartment mass ventilation flow rate (kg/sec) cp = specific heat of air (kJ/Kg-K) hk = convective heat transfer coefficient (kW/m2-K)
AT = total area of the compartment enclosing surface boundaries (m2)
Results Time After Ignition (t) hk 'Tg Tg Tg Tg (min) (sec) (kW/m 2-K) (K) (K) (°C) (°F) 0 0 - - 313.00 40.00 104.00 1 60 0.09 2.57 315.57 42.57 108.63 2 120 0.06 3.63 316.63 43.63 110.54 3 180 0.05 4.45 317.45 44.45 112.01 4 240 0.04 5.13 318.13 45.13 113.24 5 300 0.04 5.74 318.74 45.74 114.33 10 600 0.03 8.10 321.10 48.10 118.58 15 900 0.02 9.91 322.91 49.91 121.83 20 1200 0.02 11.43 324.43 51.43 124.57 25 1500 0.02 12.76 325.76 52.76 126.97 30 1800 0.02 13.97 326.97 53.97 129.14 35 2100 0.01 15.07 328.07 55.07 131.13 40 2400 0.01 16.10 329.10 56.10 132.98 45 2700 0.01 17.06 330.06 57.06 134.72 50 3000 0.01 17.97 330.97 57.97 136.35 55 3300 0.01 18.84 331.84 58.84 137.91 60 3600 0.01 19.66 332.66 59.66 139.40 Hot Gas Layer Temperature Forced Ventilation - Deal and Beyler Method 160 140 120 Temperature (°F) 100 80 60 40 20 0
0 10 20 30 40 50 60 Time (min)
Summary of Hot Gas Layer Temperature Forced Ventilation 300 FPA Method Deal and Beyler Method Temperature (°F) 200 100 0
0 10 20 30 40 50 60 Time (min)
NOTE The above calculations are based on principles developed in the SFPE Handbook of Fire Protection Engineering, 3rd Edition, 2002.
Calculations are based on certain assumptions and have inherent limitations. The results of such calculations may or may not have reasonable predictive capabilities for a given situation, and should only be interpreted by an informed user.
Although each calculation in the spreadsheet has been verified with the results of hand calculation, there is no absolute guarantee of the accuracy of these calculations.
Any questions, comments, concerns, and suggestions, or to report an error(s) in the spreadsheet, please send an email to nxi@nrc.gov or mxs3@nrc.gov. 3
M-663-00017A, Revision W03 Page G3B-4 of G3B-4 Office of Nuclear Reactor Regulation Division of Systems Safety and Analysis Appendix G3B Plant Systems Branch Fire Protection Engineering and Special Projects Section Prepared by: Date Organization Checked by: Date Organization Additional Information Revision Log Description of Revision Date 1805.0 Original issue with final text. January 2005 4
M-663-00017A, Revision W03 Page G3C-1 of G3C-27 Structural Steel Fireproofing Data Appendix G3C Room-Elevation: 1203-1988 Building: Auxiliary Fire Area: A-01
==
Description:==
Pipe Space B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1311 C-0S1002 Member Type: Beam Column Member Size: 30 X 108 14 X 264 Comments: 14" Pipe Restraint. Column protected with 2-1/2" to 3" thick ALBI due to finish requirements below 8'.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_temperature_cc_rev1.xls (Version 1805.1)
Heat Release Rate (kW): 650 Barrier Type: Concrete Compartment Width (ft): 64 Barrier Thickness (in): 12 Compartment Length (ft): 68 Initial Room Temp. (F): 104 Compartment Height (ft): 11 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 267.86 Room Sketch:
M-663-00017A, Revision W03 Page G3C-2 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 1203-1988 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G3C-3 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 1203-1988 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G3C-4 of G3C-27 Structural Steel Fireproofing Data Appendix G3C Room-Elevation: 1204-1988 Building: Auxiliary Fire Area: A-01
==
Description:==
Pipe Space A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S1341 C-0S1002 Member Type: Beam Column Member Size: 30 X 108 14 X 398 Comments: Additional attachments in close Column Protected with 2-1/2" to 3" thick proximity. ALBI due to finish requirements below 8' NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_temperature_cc_rev1.xls (Version 1805.1)
Heat Release Rate (kW): 650 Barrier Type: Concrete Compartment Width (ft): 76 Barrier Thickness (in): 12 Compartment Length (ft): 77 Initial Room Temp. (F): 104 Compartment Height (ft): 11 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 230.17 Room Sketch:
M-663-00017A, Revision W03 Page G3C-5 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 1204-1988 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G3C-6 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 1204-1988 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G3C-7 of G3C-27 Structural Steel Fireproofing Data Appendix G3C Room-Elevation: 1307-2000 Building: Auxiliary Fire Area: A-08
==
Description:==
Corridor No. 2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1411 N/A Member Type: Beam Column Member Size: 27 X 90 N/R Comments: No column issues.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_temperature_cc_rev1.xls (Version 1805.1)
Heat Release Rate (kW): 650 Barrier Type: Concrete Compartment Width (ft): 40 Barrier Thickness (in): 12 Compartment Length (ft): 65 Initial Room Temp. (F): 104 Compartment Height (ft): 25 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 285.09 Room Sketch:
M-663-00017A, Revision W03 Page G3C-8 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 1307-2000 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G3C-9 of G3C-27 Structural Steel Fireproofing Data Appendix G3C Room-Elevation: 1409-2026 Building: Auxiliary Fire Area: A-17
==
Description:==
Electrical Penetration Rm B Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1531 C-1S1001 Member Type: Beam Column Member Size: 30 X 99 14 X 158 Comments: Tube orientated to cause 48 square Inches across bottom flange.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_temperature_cc_rev1.xls (Version 1805.1)
Heat Release Rate (kW): 650 Barrier Type: Concrete Compartment Width (ft): 49 Barrier Thickness (in): 12 Compartment Length (ft): 33.5 Initial Room Temp. (F): 104 Compartment Height (ft): 20 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 392.33 Room Sketch:
M-663-00017A, Revision W03 Page G3C-10 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 1409-2026 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G3C-11 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 1409-2026 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G3C-12 of G3C-27 Structural Steel Fireproofing Data Appendix G3C Room-Elevation: 1410-2026 Building: Auxiliary Fire Area: A-18
==
Description:==
Electrical Penetration Rm A Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1541 C-1S1001 Member Type: Beam Column Member Size: 27 X 84 14 X 111 Comments: 3" x 1/4" angle in close proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_temperature_cc_rev1.xls (Version 1805.1)
Heat Release Rate (kW): 650 Barrier Type: Concrete Compartment Width (ft): 49 Barrier Thickness (in): 12 Compartment Length (ft): 33.5 Initial Room Temp. (F): 104 Compartment Height (ft): 20 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 392.33 Room Sketch:
M-663-00017A, Revision W03 Page G3C-13 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 1410-2026 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G3C-14 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 1410-2026 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G3C-15 of G3C-27 Structural Steel Fireproofing Data Appendix G3C Room-Elevation: 1403-2026 Building: Auxiliary Fire Area: A-27
==
Description:==
MG Set Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S1521 C-0S1002 Member Type: Beam Column Member Size: 27 X 84 14 X 136 Comments:
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_temperature_cc_rev1.xls (Version 1805.1)
Heat Release Rate (kW): 650 Barrier Type: Concrete Compartment Width (ft): 28.5 Barrier Thickness (in): 12 Compartment Length (ft): 109 Initial Room Temp. (F): 70 Compartment Height (ft): 20 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 231.79 Room Sketch:
M-663-00017A, Revision W03 Page G3C-16 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 1403-2026 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G3C-17 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 1403-2026 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G3C-18 of G3C-27 Structural Steel Fireproofing Data Appendix G3C Room-Elevation: 3301-2000 Building: Control Fire Area: C-09
==
Description:==
ESF Switchgear Room No. 1 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3411 C-0S3001 Member Type: Beam Column Member Size: 33 X 118 14 X 605 Comments: Additional 3" X 1/4" angle (3) in close proximity (6" x 1.2" plate).
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_temperature_cc_rev1.xls (Version 1805.1)
Heat Release Rate (kW): 650 Barrier Type: Concrete Compartment Width (ft): 65.5 Barrier Thickness (in): 24 Compartment Length (ft): 35 Initial Room Temp. (F): 90 Compartment Height (ft): 15 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 339.96 Room Sketch:
M-663-00017A, Revision W03 Page G3C-19 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 3301-2000 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G3C-20 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 3301-2000 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G3C-21 of G3C-27 Structural Steel Fireproofing Data Appendix G3C Room-Elevation: 3302-2000 Building: Control Fire Area: C-10
==
Description:==
ESF Switchgear Room No. 2 Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-0S3411 C-0S3001 Member Type: Beam Column Member Size: 30 X 108 14 X 550 Comments: Additional items in close proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_temperature_cc_rev1.xls (Version 1805.1)
Heat Release Rate (kW): 650 Barrier Type: Concrete Compartment Width (ft): 65.5 Barrier Thickness (in): 24 Compartment Length (ft): 54 Initial Room Temp. (F): 90 Compartment Height (ft): 15 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 268.02 Room Sketch:
M-663-00017A, Revision W03 Page G3C-22 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 3302-2000 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G3C-23 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 3302-2000 Thermal Short #2 Sketch Thermal Short #2 Photo 1 Thermal Short #2 Photo 2
M-663-00017A, Revision W03 Page G3C-24 of G3C-27 Structural Steel Fireproofing Data Appendix G3C Room-Elevation: 3605-2047 Building: Control Fire Area: C-27
==
Description:==
Equipment Cabinet Area Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C-1S3711 N/R Member Type: Beam Column Member Size: 27 X 84 N/R Comments: Columns have Unistrut only. No issues with columns NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_temperature_cc_rev1.xls (Version 1805.1)
Heat Release Rate (kW): 650 Barrier Type: Concrete Compartment Width (ft): 65.5 Barrier Thickness (in): 24 Compartment Length (ft): 99 Initial Room Temp. (F): 84 Compartment Height (ft): 25.25 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 172.56 Room Sketch:
M-663-00017A, Revision W03 Page G3C-25 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 3605-2047 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2
M-663-00017A, Revision W03 Page G3C-26 of G3C-27 Structural Steel Fireproofing Data Appendix G3C Room-Elevation: 6203-2026 Building: Fuel Fire Area: F-04
==
Description:==
Air Handling Equipment Room Thermal Short #1 (TS1) Data Thermal Short #2 (TS2) Data Drawing: C1S6311 N/A Member Type: Beam N/A Member Size: 30 X 108 N/A Comments: Additional attachments in close No columns.
proximity.
NUREG-1805 FDT Input Data NUREG-1805 FDT: 02.3_temperature_cc_rev1.xls (Version 1805.1)
Heat Release Rate (kW): 650 Barrier Type: Concrete Compartment Width (ft): 30.5 Barrier Thickness (in): 12 Compartment Length (ft): 41 Initial Room Temp. (F): 110 Compartment Height (ft): 20.5 NUREG-1805 FDT Results Hot Gas Layer Temperature @ 180 minutes (F): 459.67 Room Sketch:
M-663-00017A, Revision W03 Page G3C-27 of G3C-27 Structural Steel Fireproofing Data Appendix G3C 6203-2026 Thermal Short #1 Sketch Thermal Short #1 Photo 1 Thermal Short #1 Photo 2