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Fire Dynamics Simulation of 2011 Baltimore County LODD- 30 Dowling Circle

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Operations at 30 Dowling Circle 01.19.2011 Box 11-09

 On Wednesday, January 19, 2011, a fire occurred in an apartment building located in the Hillendale section of Baltimore County, Maryland. This fire resulted in the line of duty death (LODD) of volunteer firefighter Mark G. Falkenhan, who was operating as the acting lieutenant on Squad 303 . Upon their arrival, FF Falkenhan and a second firefighter from Squad 303 deployed to the upper floors of the apartment building to conduct search and rescue operations. Other fire department units were already involved with both firefighting operations and effecting rescues of trapped civilians.

During these operations, FF Falkenhan and his partner became trapped in a third floor apartment by rapidly spreading fire and smoke conditions. The second firefighter was able to self-egress the building by diving headfirst down a ladder on the front (address side) of the building. FF Falkenhan declared a “MAYDAY” and implemented “MAYDAY” procedures, but was unable to escape or be rescued.

FF Falkenhan was located and removed via a balcony on the third floor in the rear of the building. Resuscitative efforts began immediately upon removal from the balcony, and continued en route to the hospital. FF Falkenhan succumbed to his injuries and was pronounced deceased at the hospital.

Mark Gray Falkenhan had dedicated his life to serving others. He perished in the line of duty on January 19, 2011 while performing search and rescue operations at a multi-alarm apartment fire in Hillendale, Baltimore County (Maryland). He was 43 years old.

 

Firefighter Mark Falkenhan

30 Dowling Circle

 

The Baltimore County (MD) Fire Department published the Line of Duty Death Investgation Report of the 30 Dowling Circle Fire recently.

The report was written by a Line of Duty Death Investigation Team comprised of departmental members, including representatives of the local firefighters’ union and the Baltimore County Volunteer Firemen’s Association.

An overview and executive narrative of the final report (PDF) on the apartment fire where Volunteer Firefighter Mark Falkenhan sustained fatal injuries was posed on CommandSafety.com HERE.

FF Mark Falkenhan

 On Wednesday, January 19, 2011, a fire occurred in an apartment building located in the Hillendale section of Baltimore County, Maryland. This fire resulted in the line of duty death (LODD) of volunteer firefighter Mark G. Falkenhan, who was operating as the acting lieutenant on Squad 303 (for purposes of this report, Mark will be referred to as FF Falkenhan).

Upon their arrival, FF Falkenhan and a second firefighter (FF # 2) from Squad 303 deployed to the upper floors of the apartment building to conduct search and rescue operations. Other fire department units were already involved with both firefighting operations and effecting rescues of trapped civilians.

During these operations, FF Falkenhan and FF # 2 became trapped in a third floor apartment by rapidly spreading fire and smoke conditions. FF # 2 was able to self-egress the building by diving headfirst down a ladder on the front (address side) of the building. FF Falkenhan declared a “MAYDAY” and implemented “MAYDAY” procedures, but was unable to escape or be rescued.

FF Falkenhan was located and removed via a balcony on the third floor in the rear of the building. Resuscitative efforts began immediately upon removal from the balcony, and continued en route to the hospital. FF Falkenhan succumbed to his injuries and was pronounced deceased at the hospital.

The investigating team examined any and all data available, including independent analysis of the self contained breathing apparatus (SCBA), turnout gear and autopsy report. The Bureau of Alcohol, Tobacco, Firearms and Explosives (ATF) produced a fire model to assist with evaluating fire behavior. Multiple site inspections were conducted. Extensive interviews were conducted by the team which also attended those conducted by investigators from the National Institute for Occupational Safety and Health (NIOSH). Photographic and audio transcripts were also thoroughly analyzed. A comprehensive timeline of events was developed. All information used to make decisions regarding recommendations was corroborated by at least two sources.

  • In fairness to those units involved in this incident, the investigating team had the advantage of examining this incident over the period of several months. Furthermore, given the size and nature of the event, and the fact that arriving crews were met with serious fire conditions and several residents trapped and in immediate danger, all personnel should be commended for their efforts for performing several rescues which prevented an even greater tragedy.
  • The team did not identify a particular primary reason for FF Falkenhan’s death.
  • What were identified were many secondary issues involving but not limited to crew integrity, incident command, strategy and tactics, and communications.
  • These issues are identified and discussed, and recommendations are made in appropriate sections of the report, as well as in a consolidated format in the Report Appendix.

Some of the issues identified in this report may require some type of change to current practices, policies, procedures or equipment. Most, however, do not. Specifically, the analysis and recommendations regarding Incident Command and Strategy and Tactics show that if current policies and procedures are adhered to, the opportunity for catastrophic problems may be reduced.

  • Mark Falkenhan was a well-respected and experienced firefighter.
  • He died performing his duties during a very complex incident with severe fire conditions and unique fire behavior coupled with the immediate need to perform multiple rescues of victims in imminent danger.
  • It would be easy if one particular failure of the system could be identified as the cause of this tragedy.
  • We could fix it and move on. Unfortunately it is not that simple.
  • No incident is “routine”. Mark’s death and this report reinforce that fact.

On Wednesday, January 19, 2011 at 1816 hours, a call was received at the Baltimore County 911 Center from a female occupant at 30 Dowling Circle in the Hillendale section of Baltimore County. The caller stated that her stove was on fire and the fire was spreading to the surrounding cabinets. Fire box 11-09 was dispatched by Baltimore County Fire Dispatch (Dispatch) at 1818 hours consisting of four engine companies, two truck companies, a floodlight unit, and a battalion chief. All units responded on Talkgroup 1-2.

The location, approximately one mile from the first dispatched engine company, is a three story garden-type apartment complex, with brick construction and a composite shingle, truss supported roof. The fire building contained a total of six apartments divided by a common enclosed stairway in the center with one apartment on the left and one to the right of the stairs.

 

Fire Dynamics Simulation of 2011 Baltimore County LODD- 30 Dowling

Fire Dynamics Analysis and Insights

 

INTRODUCTION:

Assistance from the Bureau of Alcohol, Tobacco, Firearms and Explosives (ATF) Fire Research Laboratory (FRL) was requested for a fire at 30 Dowling Circle by the Baltimore County Fire Investigation Division (FID) through the ATF Baltimore Field Division on the night of January 19, 2011.

ATF Fire Protection Engineers were asked to utilize engineering analysis methods, including computer fire modeling, to assist with determining the route of fire spread and the events that led to the firefighter MAYDAY and subsequent Line of Duty Death.

Download the REPORT HERE

BACKGROUND:

Working closely with the Post Incident Analysis Team, the ATF Fire Research Laboratory created a computer simulation of the garden apartment building using Fire Dynamics Simulator (FDS). FDS is a computational fluid dynamics (CFD) modeling program developed by the National Institute of Standards and Technology (NIST).

FDS utilizes mathematical calculations to predict the flow of heat, smoke and other products of fire. Smokeview, a post-processer computer program also produced by NIST, was then used to visualize the mathematical output from FDS. The most current available versions of both programs were used: FDS 5.5.3 and Smokeview 5.6. Below are photographs of the front and rear of the fire building next to an image of the same building constructed in FDS.

Figure 01. 30 Dowling Street

 

Figure 2. FDS representation of the front of 30 Dowling Circle showing the terrace (T), second (A) and third (B) levels.

 

The garden apartment building at 30 Dowling Circle was attached to two similar garden apartment buildings, one on each side. The fire damage was isolated to 30 Dowling Circle, so the exposure buildings were not included in the computer fire model. The entire six unit garden apartment building was modeled in FDS, including the patio and balconies on the rear of the building. FDS works by dividing a space into cubical “grid cells” for calculation purposes. FDS then computes various CFD calculations for each grid cell to predict the movement of mass, energy, momentum and species throughout a three-dimensional space.

The Dowling Circle model consisted of 2,560,000 total grid cells that were each 3.9 inch (10 cm) cubes. The model was used to simulate a total elapsed real time of 27.5 minutes, beginning before the 911 call and ending just after flashover of the third floor and the firefighter MAYDAY.

The model was synchronized in real time with the fireground audio throughout the duration of the fire.

Fiqure 03 and 04

 

FDS has been validated to predict the movement of heat and smoke throughout a compartment, however the accuracy of fire modeling depends on it being used appropriately by a trained user that is aware of its limitations. Due to lack of knowledge about the exact material properties for the various furnishings and other available fuels, a user-specified fire progression was used for this application.

For flame and fire gas movement after consumption of the original burning fuel packages, the fire model calculated smoke and ventilation flow paths through the building and was used to gain a better understanding of the rapid fire growth leading to flashover of the stairwell and third floor.

  • In addition, FDS was utilized to illustrate the complex route of fire spread through the building as verified by witness statements, firefighter interviews, photographs and burn patterns.
  • Input data for the computer model included heat release rate data and video from previous testing conducted by the ATF FRL and NIST.
  • Ambient weather data was also input into the model, including temperature, as well as wind direction and magnitude at the time of the fire. In addition, several alternative compartmentation scenarios were modeled to explore the possible effects of closed stairway apartment entrance doors on the spread of smoke and flames in the stairwell.
  • The statements of each firefighter were reviewed and their individual actions (breaking windows, opening doors, etc.) and observations (fire size, smoke conditions, etc.) were recorded on floor diagrams.

The actions and observations of the firefighters were then associated with specific times in the fireground audio to generate an overall event timeline. All events in the model are based on this master timeline of events. In addition, all photographs were time stamped and synchronized with the model. The Post Incident Analysis Team was consulted throughout the development of the event timeline and the computer fire model to ensure accuracy.

MODELING ANALYSIS:

1. Analysis of Fire Development in the Terrace Level

The fire originated on the stovetop of an occupied apartment on the right (south) side of the terrace level (apartment T2). Flames from a grease fire ignited kitchen cabinets, eventually causing the kitchen to flashover into the attached living room. Upon fire department arrival, a fully developed fire existed in the living room and kitchen of apartment T2. Prior to exiting the apartment, the occupant opened both the rear sliding door and the apartment entrance door in an attempt to ventilate smoke from the apartment.

 

Figure 06. A typical floor plan of the right side apartments at 30 Dowling Circle.

 

An analysis of the ventilation flow path through the apartment with FDS indicated that a significant unidirectional flow path existed up the stairs with an inlet at the rear terrace sliding door and outlet at the front apartment entrance door leading to the stairwell.

Figure 7. Smokeview frame of the rear of the building indicating the fire origin and smoke spread within the T2 apartment. Figure 8. View of smoke flow out of kitchen and open sliding glass door (center of photo) in the rear of apartment T2. Figure 9. Smokeview frame of flashover of the kitchen with flames extending into the living room. Flames also begin to extend out of the rear sliding door and impact the balcony above.

 

Figure 10. Ignition of second level balcony resulting from flame extension from living room.

 

This unidirectional flow path up the stairs is difficult to combat and is often experienced during basement fires as crews attempt to descend interior stairs. The model indicates sustained air temperatures in the stairwell of approximately 600 Fahrenheit (315 Celsius) at velocities of approximately 6 mph (2.7 m/s) from floor to ceiling as crews attempted to descend the stairs. This is consistent with statements from firefighting crews, who experienced extremely high heat conditions and indicated periodically seeing flames in the smoke layer flowing up the stairs.

The elevated air velocity of the stairwell flow path resulted in a high rate of convective energy transfer to the structural firefighting gear and high perceived temperatures as the firefighters attempted to descend the stairs. Firefighting crews flowed a hoseline down the stairs to combat the high temperatures; however no significant cooling was noticed by firefighters because the hose stream could not reach the seat of the fully developed fire in the kitchen area.

The crews were simply cooling the ventilation flow path without cooling the source of the energy in the apartment. It was not until a hose stream was directed through an exterior window and a portion of the fire was extinguished that gas temperatures and velocities began to decrease, allowing firefighters to make entry to the terrace apartment via the stairs.

Figure 12. Smokeview section frame showing unidirectional flow of approximately 600 Fahrenheit (315 Celsius) gases out of the stairwell entrance door

Front photo of unidirectional flow of smoke up stairwell from apartment T2. Note the high volume of smoke from floor to ceiling as the stairwell door serves as the flow path outlet. The ground ladder in the foreground was used to rescue an occupant on the third floor trapped by heavy smoke in the stairwell. (Refer to Figure 014)

Figure 014. Front photo of unidirectional flow of smoke up stairwell from apartment T2. Note the high volume of smoke from floor to ceiling as the stairwell door serves as the flow path outlet.

 

The first arriving engine, E-11, was staffed with a Captain, Lieutenant, Driver/Operator, and a Firefighter. Upon arrival at 1820 hours, the Captain gave a brief initial report describing a three story garden apartment with smoke showing from side Alpha: “The Captain of E-11 will have Command and we are initiating an aggressive interior attack with a 1 ¾” hand line”. Command also instructed the second due engine to bring him a supply line from the hydrant. 

A female resident (victim # 1) appeared in a third floor apartment window, Alpha/Bravo side (Apt. B-1), yelled for assistance, and threatened to jump. Smoke or fire was visible from any of the third floor windows. At 1823 hours, Command advised Dispatch that he had a rescue and that he was establishing Limited Command. Fire Dispatch was in the process of upgrading the response profile to an apartment fire with rescue when the responding Battalion Chief requested that the fire box be upgraded to a fire rescue box. While the Firefighter and Lieutenant prepared for entry into the building, the Captain and Driver/Operator extended a ladder to the 3rd floor apartment window and rescued the resident. The first attempt by the Firefighter and Lieutenant to make entry into the side Alpha entrance was unsuccessful due to the extreme heat and smoke conditions.

The second due engine, E-10, arrived at 1823 with staffing of a Captain, Lieutenant, Driver/Operator, and a Firefighter. At 1823, E-10’s crew brought a 4″ supply line to E-11 from the hydrant at Deanwood Rd. and Dowling Circle and assisted the first-in crew with fire attack.

  • The Captain from E-10 conferred with Command and was instructed to advance a second 1 ¾” hand line.
  • The window to the first floor right apartment (Apt. T-2) was removed, and the second 1 ¾” line was advanced to the building by the crew of E-10.
  • Fire attack was initiated through the removed window. At 1827, Command requested a second alarm.

At this time, heat and smoke conditions just inside the front door improved enough to allow the Firefighter and Lieutenant from E-11 to make entry through the front door and into the stairwell. There they encountered heavy, thick black smoke and high heat conditions coming up the stairs from the terrace level apartment. The Lieutenant reported that the doorway to the first floor apartment was orange with fire and he had to fight his way through heavy heat and smoke conditions to attack the fire in the first floor right apartment (Apt. T-2). Entry was made approximately 3 feet into the doorway when the Firefighter’s low air alarm began to sound, and he exited the building. A member from E-10’s crew replaced the Firefighter from E-11 on the hose line.

At the same time, the Captain from E-11 proceeded to the rear of the structure to complete his initial 360 degree size up. He noted that there was fire emanating from the open sliding doors on the first floor Charlie/Delta apartment (Apt. T-2), extending to the balcony above. E-1, staffed by a Captain, Driver/Operator, and two Firefighters arrived and completed the hookup of the supply line that had been laid to the hydrant by E-10. The rest of Engine 1’s crew grabbed tools and an extension ladder and reported to the Charlie side of the building.

Figure 015 Charlie Side ( Rear) Extension

The Photo above referenced as  Figure 015 shows conditions  from rear of flames in apartment T2 and extension to the balcony above. Note the relative minimal volume of smoke as the sliding door serves as the inlet for ventilation into the apartment. The smoke and heat is flowing in from the rear, through the apartment and up the stairs.

This unidirectional flow path up the stairs is difficult to combat and is often experienced during basement fires as crews attempt to descend interior stairs.

  • The model indicates sustained air temperatures in the stairwell of approximately 600 Fahrenheit (315 Celsius) at velocities of approximately 6 mph (2.7 m/s) from floor to ceiling as crews attempted to descend the stairs.
  • This is consistent with statements from firefighting crews, who experienced extremely high heat conditions and indicated periodically seeing flames in the smoke layer flowing up the stairs.
  • The elevated air velocity of the stairwell flow path resulted in a high rate of convective energy transfer to the structural firefighting gear and high perceived temperatures as the firefighters attempted to descend the stairs.

Firefighting crews flowed a hoseline down the stairs to combat the high temperatures; however no significant cooling was noticed by firefighters because the hose stream could not reach the seat of the fully developed fire in the kitchen area.

The crews were simply cooling the ventilation flow path without cooling the source of the energy in the apartment.

It was not until a hose stream was directed through an exterior window and a portion of the fire was extinguished that gas temperatures and velocities began to decrease, allowing firefighters to make entry to the terrace apartment via the stairs.

Plan view of flow path and temperatures within the apartment. Note the location of the seat of the fire and the location of initial hose stream application down the stairs.

Figure 016

 

Photograph of hoselines being positioned at the stairwell entrance door and front window. Note the heavy smoke venting from all front openings in apartment T2. (Figure 017)

Figure 017 Alpha Side Entry Door

 

Figure 017  Hoselines being positioned at the stairwell entrance door and front window. Rapid Fire Progression Leading to Flashover of the Third LevelFlames extended upwards from the T2 apartment sliding door and ignited the rear balconies of the second and third level apartments above.
 
Fire on the second floor balcony extended into apartment A2 by failing the sliding glass door and igniting vertical plastic slat curtains that were suspended above.As crews searched within the second floor apartment, they noted seeing the burning curtains on the floor with flames extending to a nearby couch (containing polyurethane foam padding) adjacent to the sliding doorway.
 
The fire continued to grow unsuppressed and spread to a second couch as interior firefighting crews were engaged in rescuing two victims from the living room in the second floor apartment.Personnel stated that at this point fire conditions seemed to improve, suggesting that crews were making progress extinguishing the fire. (The first arriving attack crew reported that they were able to see apparatus lights through the sliding doors on Charlie side, which indicated to them that smoke and fire conditions were improving.)Truck 1, a tiller unit staffed by a Lieutenant, two Driver/Operators, and a Firefighter, arrived on side Alpha and immediately began search and rescue operations.
 
Windows on the second floor Alpha/Delta side apartment (Apt. A-2) were vented and ladders were thrown to gain access. T-8 arrived at the alley on side Charlie. E-1 extended a ground ladder to the third floor balcony on the Charlie/Bravo side of the structure (Apt. B-1), and made access to the apartment to search for additional victims.They noted fire venting from the first floor Charlie/Delta apartment (Apt. T-2) out of the sliding glass doors progressing upwards towards the balcony on the second floor.
 
Upon entering the apartment, they conducted a primary search and noted minimal heat with light smoke conditions.The crew accessed the hallway via the apartment entry door and noticed an increase in the temperature and the amount of smoke.They immediately closed the door and exited the apartment via the ground ladder.Upon exiting the apartment, E-1’s crew observed E-292 on the scene with a hand line extending into the apartment of origin, (first floor, Charlie/Delta side, Apt. T-2).
 
The officer on E-1 noted white smoke coming from the unit.Having already laid a supply line from the intersection of the alley and Deanwood Road, E-292’s crew extended a 1 ¾” hand line into the apartment of origin. Moderate fire conditions with zero visibility were encountered, and they reported feeling a great deal of heat on their knees as they crawled through the apartment.The Lieutenant and the Firefighter from Truck-1 entered Apartment A-2 via a second floor bedroom window (Alpha/Delta side) and began a search for additional victims. As they traversed the living room area they found an unconscious male resident (victim #2).
 
At 1836 hours, the Lieutenant notified Command via an urgent transmission that a victim had been located and they needed assistance with evacuation. The Lieutenant and Firefighter noted a small fire in the rear corner near the victim as they exited the room. The crew returned to the bedroom from which they had entered and closed the door behind them. Victim #2 was then evacuated from the apartment via a ground ladder through the bedroom window, and transferred to EMS personnel on side Alpha.
 
Figure 019 Flame extension and suppression efforts at the rear of the structure. Flames caused the second level glass slider to fail and ignite plastic curtains in the doorway located
 

Figure 019

 
 

The middle level apartment (A2) entrance door was opened by a second search crew around the same time as the second couch ignited, creating a ventilation flow path from the second floor balcony, through the apartment, and upwards into the stairwell (third floor). This flow path follows the same general route through the apartment and into the stairwell as was seen in the terrace level apartment below. Squad 303’s crew arrived on scene after the bulk of the fire in the terrace level apartment had been suppressed and appeared to be under control. The crew entered the front stairwell, which had minimal smoke up to the second level and the crew began to systematically search the building.

Squad 303’s crew proceeded to search two apartments before entering the third floor right side apartment to conduct a search, leaving the entrance door open. It should also be noted that carpeting impacted the bottom of the door and prevented the apartment entrance doors on the second and third levels from closing automatically. The entry doors had to be actively pushed closed to overcome the friction of the carpet.

 

Photo depicting building smoke and fire conditions around the arrival of Squad 303.

Note the lack of heavy smoke or fire in the stairwell or terrace level.

There is also no indication of the growing fire in the second (middle) level apartment.

 

 

 

When Squad 303’s crew of two firefighters entered the third level apartment (B2), smoke was banked about halfway down the walls with moderate visibility. The crew could clearly see the floor of the apartment without the need to crawl below the smoke layer to search. Squad 303’s crew was unaware of the flames spreading across the two couches in the second floor apartment below them. The crew split in order to search the apartment faster, with one firefighter searching the front bedrooms and the officer searching the kitchen and living room.

As flames in the second level began to rollover into the apartment entranceway, the smoke layer in the third level quickly dropped to the floor with a rapid increase in temperature. With Squad 303’s crew searching above, flames began to extend into the stairwell, supplied by sufficient ventilation flowing through the apartment. This combination of fuel, heat and oxygen rich fresh air resulted in a rapid increase in heat release rate and flashover of the second level apartment followed by full room involvement.

The open entrance doors on the second and third levels created a ventilation flow path through the second floor apartment, into the sealed stairwell and up through the third floor apartment directly above. The flames followed this flow path and extended from the second floor, through the stairwell and into the living room area of the third floor apartment. Flashover of the third floor occurred approximately 30 seconds after the second floor experienced flashover.

Figure 026 and 027

 

Rollover from the second level apartment into the stairwell.

 

 
 
Flames followed the ventilation flow path and extend into the third floor apartment, resulting in ignition of the couches just inside the doorway.

 

 

    

 

Command sounded the building evacuation tones as flames extended into the hallway and up to the third level apartment.

Two couches just inside the entrance door on the third level ignited, blocking the primary means of egress for both firefighters from Squad 303. Upon hearing the evacuation horns from the trucks, the second firefighter from Squad 303 (searching the front bedrooms) attempted to exit the apartment via the apartment entrance door, however he was blocked by flames in the living room and stairwell.

Trapped in the bedroom, the firefighter bailed out headfirst down a ground ladder on the front side from the third floor. Squad 303 officer’s means of egress through the apartment entrance door was also blocked by the flames in the living room and stairwell. There were no windows located in the rear of the apartment.

The only means of escape was the balcony slider, however the entire balcony was engulfed in flames from the fully involved apartment below. With both escape routes blocked by flames and experiencing extremely high heat conditions, Squad 303’s officer requested assistance and declared a MAYDAY from the rear of the third floor apartment.

Firefighters re-entered the structure to combat the fire and locate the trapped firefighter. The downed firefighter was eventually located on the third level just inside the sliding glass door and was removed to the rear balcony. The firefighter was then extricated in a stokes rescue basket down the aerial ladder of a truck located in the rear, where he was subsequently transported to the hospital.

Effects of Compartmentation on Fire Spread

The Post Incident Analysis Team requested that alternate modeling scenarios be conducted to explore the effects of compartmentation on fire spread throughout the building.

The team specifically wanted to know how the ventilation flow paths through the stairwell would differ if the second or third level apartment entry doors were shut after entering/leaving the apartments. Two alternate computer fire modeling scenarios were conducted.

The first alternative modeling run featured the exact same fire scenario, except the second (middle) level apartment door was closed after the last victim was removed from that apartment. The apartment entry doors from the stairwell were fire-rated doors constructed of solid wood.

  • As soon as the door is shut, the ventilation flow path through the apartment and up the stairwell is blocked.

 

Shutting the second level apartment door blocks the flow path and flame extension into the stairwell. 

Even with the third floor apartment door left open, the model indicates that the stairwell and third floor remain tenable for firefighters. Flames eventually extend from the third floor balcony into the apartment, however the escape routes through the stairwell and the front apartment windows are accessible.           

The model indicates that closing the second level apartment door prevents the flow of smoke, heat and other products of combustion from entering the stairwell, thus preventing flashover of the stairwell and the third level. As long as the second floor entry door remains shut, the model indicated that the conditions within the stairwell and third floor remain tenable for firefighters, even with the third floor apartment door open.

A second alternative modeling scenario was conducted where the third level entrance door was closed after crews made entry to search the apartment.The same fire conditions from the actual model were used.When the door remained closed, the outlet of the ventilation flow path was blocked at the top of the stairs. Without a complete flow path, there wasn’t sufficient oxygen flowing through the second floor apartment to support extended burning in the stairwell.

Consequently after flashover of the second floor, the flames in the stairwell only exist momentarily before consuming all available oxygen and becoming ventilation limited.The fire model indicated that temperatures within the third floor apartment stayed tenable for firefighters, even with a fully developed fire on the second floor and flames in the stairwell.

Flames would eventually extend up the rear balcony to the third level, however they would not block egress through the living room and front windows of the apartment.By closing the apartment door on the third floor and blocking the outlet for fire gases emanating from the second floor apartment, the third floor apartment remains tenable for firefighting crews and the temperatures only briefly spike in the stairwell before the fire becomes ventilation limited.The ventilation flow through the apartments results in an increased burning rate within both the second and third levels, as well as the stairwell.                     

Results of each modeling scenario describing extent of flame spread

Results of each modeling scenario describing extent of flame spread.

 
 
 
 
 
 
 
 
 
 
The Effects of Compartmentation on Fire Damage to the StructureThe impact of compartmentation on fire and smoke spread is evident by examining the post-fire damage throughout the structure. While other factors contributed to the relative fire damage, including fire department overhaul and relative apartment configuration, analyzing the damage to the building and the position of the apartment entry doors provides insight on the benefits of compartmentation.

By closing apartment unit entrance doors and interior hollow core doors, one can slow or even block the ventilation flow path through the structure, thus significantly reducing the rate of fire spread. The photos below represent the post-fire damage in all six apartments within the fire building. Four of the six apartment entry doors were open for the majority of the fire and the relative difference in damage is clearly evident.

Terrace level stairwell landing looking into T1 (left) and T2 (right) apartments.

 

Door Closed……Door Open

 

 

Using doors to compartmentalize and limit fire and smoke spread in a structure is not limited to fire-rated entrance doors. Interior hollow core doors also offer considerable protection for compartmentation purposes.

A search crew utilizing the Vent, Enter and Search (VES) technique through a front window used a hollow core bedroom door to isolate themselves from the developing fire in the living room of apartment A2.

As the crews removed the second victim from the living room to the bedroom, they shut the bedroom hollow core door behind them.

The living room soon experienced flashover followed by full room involvement, however the bedroom remained isolated from the heat and smoke for the duration of the fire. The photos below illustrate this effective use of compartmentation to protect firefighters during a search.

 
Controling the Doors during VES

 

 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
SUMMARY:
While no fire model will exactly replicate a fire, this model provided insight on the route of fire spread, the rapid fire growth leading to flashover of the second and third level, and the benefits of compartmentation on slowing fire and smoke spread.
  • The unidirectional flow path up the stairs from the terrace level apartment resulted in a high rate of convective heat transfer to the firefighters initially attempting to descend the stairs, making attacking the seat of the fire very difficult.
  • The model then supported the fact that the main stairwell acted as an open channel for fire and smoke spread between the second and third levels, resulting in flashover of the third level in approximately 30 seconds after the second level.
  • This rapid fire growth leading to flashover is supported by photographs, witness statements and fireground audio.
  • The model was then utilized to explore the effects of compartmentation using apartment entrance doors.
  • The FDS model supported the scene observations and indicated that shutting the entrance doors blocked the flow of buoyancy driven fire gases through the structure, ultimately preventing fire extension to the third floor apartment via the stairwell.
  • The FDS model was utilized as part of the overall engineering analysis of this tragic fire and allowed for a better understanding of the events that led to the firefighter MAYDAY and subsequent Line of Duty Death.
  • The model was also used as an educational tool providing insight on potential methods of preventing similar tragedies in the future.
  • The results of this engineering analysis are intended to be reviewed by the Post Incident Analysis Team to assist in the creation of recommendations to mitigate the danger associated with future fire incidents.

References:

The Worcester 6

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On December 3, 1999, a five-alarm fire at the Worcester Cold Storage & Warehouse Co. building claimed the lives of six brave firefighters who responded to the call. These six heros, The Worcester 6, sacrificed their lives to try and rescue two individuals who were believed to be trapped inside the inferno. May the Worcester 6 always be remembered; “Fallen Heroes Never Forgotten.”

Firefighter Paul A. Brotherton
Firefighter
Paul A. Brotherton
Firefighter Timothy P. Jackson
Firefighter
Timothy P. Jackson
Firefighter Jeremiah M. Lucey
Firefighter
Jeremiah M. Lucey
Firefighter James F. Lyons
Firefighter
James F. Lyons
Firefighter Joseph T. McGuirk
Firefighter
Joseph T. McGuirk
Lieutenant Thomas E. Spencer
Lieutenant
Thomas E. Spencer

 

Mission Critical Reports, Links and Reading for the Company and Command Officer:

The Perfect Fire

It started with a candle in an abandoned warehouse. It ended with temperatures above 3,000 degrees and the men of the Worcester Fire De- partment in a fight for their lives.

Read more: http://www.esquire.com/features/perfect-fire-0700#ixzz1fUAOvMsZ

 

The Waldbaum’s Supermarket Fire and Collapse FDNY 1978-2011

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The Waldbaum’s Supermarket Fire and Collapse FDNY 1978  

The Waldbaum Super market fire, Brooklyn, New York occurred on August 2, 1978. Six firefighters died in the line of duty when the roof of a burning Brooklyn supermarket collapsed, plunging 12 firefighters into the flames. The fire began in a hallway near the compressor room as crews were renovating the store, and quickly escalated to a fourth-alarm. Less than an hour after the fire was first reported, nearly 20 firefighters were on the roof when the central portion gave way.  

Read the insights at CommandSafety.com HERE

No more History Repeating Events….

Operational Integrity and Command Fortitude

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CR1999 Roger B. Conant

Today December 3, 2010 marks the 11th anniversary of the Worcester Cold Storage Warehouse fire that resulted in the line of duty death of six courages brother firefighters.

For those of you who remember this event, take the time to reflect and honor the sacrifice made this day; to those of you who have not heard about the fire before- take the time to learn about the incident, the firefighters, the building, the operational factors and challenges, the courage, fortitude and convictions that define the American Fire Service, it’s honor, tradition and brotherhood.

The Worcester Six;

  • Firefighter Paul Brotherton Rescue 1
  • Firefighter Jeremiah Lucey Rescue 1
  • Lieutenant Thomas Spencer Ladder 2
  • Firefighter Timothy Jackson Ladder 2
  • Firefighter James Lyons Engine 3
  • Firefighter Joseph McGuirk Engine

Take the time today or over the weekend to read for the first time or review both the USFA report and the NIOSH Report on the Worcester Cold Storage Warehouse fire. Start thinking about or reminding yourself what it is that we do as firefighters, fire officers and commanders.

Reflect upon the incident parameters, the building, the report and conditions upon arrival, command and operational integrity, company level responsibilities and duties, command fortitude and accountability. Think about your understanding of building construction, operational demands and training and skill set competencies.

More importantly, think about the duty, honor, courage, integrity  and sacrifice reflected in all the men and women on that day in 1999 and especially the brother firefighters who will always be known as the Worcester Six, but who were much, much more….

For a detailed overview of the Worcester Cold Storage Warehouse fire, go to Commandsafety.com HERE for a comprehensive posting.

Six Detroit Firefighters Injured at Taxpayer Fire from Wall Collapse

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Detroit News

Six Detroit firefighters were injured during operations at a two alarm fire at a commercial taxpayer fire on the city’s east side. Initial reports indicate a roof collapse and subsequent compromise and further collapse occurred on the alpha side of operations with additional reports of an explosion preceding the collapse. Additional information provided by the Detroit Fire Department indicated the building structure had sustained some degree of damage from fire operations a few hours earlier and that during the suppression operations  at 07:00 hours, while companies were operating, a facade collapse of the perimeter brick wall occured.
The brick facade collapse trapped a number of firefighters under the debris pile requiring extrication and removal. Published report indicate that the following Detroit Firefighters were injured as a result of the collapsing facade wall;

• Lt. Gerald Rutkowski, 46; 23 years with department

• Shane Raxter, 32; 9 years with department.

• Brian Baulch, 31; 9 years with department.

• Jeron Whitehorn 30; 8 years with department.

• Eric Jurmo, 31; 11 years with department.

• Brendan Milewski, 31; 11 years with department

It appears the two story brick structure located at the corner block had commercial occupancies on the number one floor, with the second floor boarded up, evidenced by the coverings over the windows.
The facade collapse of the alpha side in the predominate location of perimeter windows is typically the least stable of areas in buildings of type III ordinary construction. Lacking any significant mass and increased wythe, non-bearing walls have less mass and require stability of the adjacent floor systems and load bearing lintels and beams to maintain structural stability and integrity. Gravity affects unstable brick veneer and in-fill walls greatly as does other imposed loads, hose and master streams impacts.  We’ll post more building construction insights and safety aides to increase your operational awareness on these type of building structures.
 
Here are the links to the lastest information forthcoming;
  • Detroit News, HERE
  • Firegeezer Coverage, HERE
  • Detroit Fox News, HERE
  • Latest news on FireFighter Nation, HERE
  • Statter911.com, Here
  • The Detroit Free Press, Here
  • Photo Gallery, Here
Here’s a link to a PPT program that’s available on the National Firefighter Near Miss Reporting System site on Operational Safety Considerations at Buildings of Ordinary and Heavy Timber Construction; Type III and IV Structures. An accompanying narrative is available on the same NMRS Resource page that I posted in 2009.
 
 
Some recent NIOSH Reports related to Commercial Building Occupancy Fires and their lessons;
  • Career Lieutenant Dies Following Floor Collapse into Basement Fire and a Career Fire Fighter Dies Attempting to Rescue the Career Lieutenant – New York,  HERE
  • Floor Collapse at Commercial Structure Fire Claims the Lives of One Career Lieutenant and One Career Fire Fighter – New York, Here
  • Hardware Store Explosion Claims the Lives of Three Career Fire Fighters-New York, Here
  • Volunteer Fire Chief Killed when Buried by Brick Parapet Wall Collapse – Texas, Here
  • Commercial Structure Fire Claims the Life of One Firefighter-California, Here
  • Partial roof collapse in commercial structure fire claims the lives of two career fire fighters – Tennessee, Here
Additionally here are some images pulled from various online sources depicting the building, it’s construction, layout and configuration.

Detroit New Photo


Remembrance FDNY; Brooklyn Box 3300 August 2, 1978

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FDNY Waldbaum Fire August 2, 1978

The Waldbaum’s Supermarket Fire and Collapse FDNY 1978 

The Waldbaum Super market fire, Brooklyn, New York occurred on August 2, 1978, thirty two years ago. Six firefighters died in the line of duty when the roof of a burning Brooklyn supermarket collapsed, plunging 12 firefighters into the flames. The fire began in a hallway near the compressor room as crews were renovating the store, and quickly escalated to a fourth-alarm. Less than an hour after the fire was first reported, nearly 20 firefighters were on the roof when the central portion gave way. 

Thirty-four firefighters, one emergency medical technician and one Emergency Services police officer were injured in the fire and the tragedy is remembered as one of the worst disasters in the New York City Fire Department’s 143-year history.  

The FDNY members killed in the Waldbaum’s fire included:
• Lt. James E. Cutillo, Battalion 33
• Firefighter Charles S. Bouton, Ladder Company 156
• Firefighter Harold F. Hastings, Battalion 42
• Firefighter James P. McManus, Ladder Company 153
• Firefighter William O’Connor, Ladder Company 156
• Firefighter George S. Rice, Ladder Company 153

Take the time to head over to Commandsafety.com for the complete posting with incident details, photos, a memorial video clip and diagrams.

The following are a series of photographs of the incident and operations.

Check out the Waldbaum Fire Facebook page, HERE with numerous photos and recollections honoring those that lost their lives and those that operated at FDNY Brooklyn Box 3300.
 

 

Learning from the Past: Five Alarm Church Fire and Collapse leads to two Line of Duty Deaths (LODD) and Twenty-Nine Fire Fighter Injuries three hours into the incident

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200417P1Six years ago on March 13, 2004, two career firefighters with the City of Pittsburg (PA) Fire Bureau were fatally injured during a structural collapse of a bell tower at the Ebenezer Baptist Church fire. Battalion Chief Charles G. Brace (55 years of age) was acting as the Incident Safety Officer and Master Firefighter Richard A. Stefanakis (51 years of age) was performing overhaul, extinguishing remaining hot spots inside the church vestibule when the bell tower collapsed on them and numerous other fire fighters. Twenty-three fire fighters injured during the collapse were transported to area hospitals. A backdraft occurred earlier in the incident that injured an additional six fire fighters. The collapse victims were extricated from the church vestibule several hours after the collapse. The victims were pronounced dead at the scene. A total of twenty-nine other fire fighters were injured during the incident. 

The Structure
The church was a National Historic Landmark that was built in 1875. The building was still in use as a house of worship and school at the time of this incident. The exterior construction was masonry with several courses of red brick covered with stone. The building foundation was approximately 120 x 70 feet and approximately 50 feet to the roof line. The pitched roof was covered with asphalt shingles and supported by heavy timber roof trusses. The stone façade exterior of the structure was added during a renovation in the 1930s. This renovation also included the addition of a 115 foot bell tower capped with four spires. The bell tower was not a stand-alone structure, but was supported by steel I-beams with a brick and stone façade that was connected into the southwest corner of the original church.

The church had four levels. The entry level or ‘Cay Cee Level’ had the main assembly area with a performance stage, a kitchen and two bathrooms. The top floor was the ‘Sanctuary Level’ which contained the pulpit, choir section, baptismal pool, and balcony. The basement or ‘King Level’ had several meeting rooms, three bathrooms, a computer room, a boiler room, and an electrical room. (Note: An unfinished sub-basement was also present with three rooms).

The church had an attached annex added to the eastern side of the original structure in 1994. The annex was approximately 60 x 45 feet in size and the three story addition contained an elevator that served the entire church. The annex was attached to the original structure via hallways on each floor with a central elevator shaft. On the first floor was a chapel, five offices and a bathroom. The second floor had nine meeting rooms. The third floor contained a fellowship hall, a kitchen and bathrooms.

The Fire

The fire occurred on a Saturday morning as parishioners were preparing to have breakfast. The church staff noticed smoke coming from an electrical outlet. When the pastor went to investigate in the electrical room located in the basement, he found heavy smoke. Building occupants called 911 and reported an electrical fire. Building occupants had evacuated the church prior to the arrival of fire fighters.

The origin of the fire was in the basement ceiling located in the front southwest corner of the church within an electrical/computer room. The actual ignition mechanism of the fire was unable to be determined. The fire spread horizontally through the concealed space between the basement ceiling and first floor. The fire then spread vertically via concealed wall spaces to the structural members, framing and interior furnishings.

There were approximately 70 fire fighters and 13 apparatus on scene during the 4th alarm response when the bell tower collapse occurred at 1213 hours.

At 0845 hours, an alarm was received for an electrical fire at a church. The 1st Alarm assignment included three engine companies, a truck company, another engine company to serve as the RIT team, an acting Battalion Chief as the IC, a Battalion Chief as the Incident Safety Officer (ISO), a Mobile Air Truck used to fill SCBA air tanks and a Safety Unit that maintains command status and fire fighter accountability boards.

  • Engine 4 (E4) was the first company on scene at 0850 hours. The apparatus was positioned in front of the church and the crew reported seeing light to moderate smoke inside the church. The church pastor told the crew that the building had been evacuated and that the smoke was coming from the electrical room in the basement.
  • The crew advanced a 1 ¾-in hand line through the front southeast entrance and down the stairs to the basement. Once in the basement, the crew was met with intense heat and thick black smoke. The crew could not see any flame but heard crackling sounds that they localized to the ceiling above them.
  • The crew then attempted to open the ceiling, but heavy plaster and lathe construction hindered their efforts.
  • Truck 4 (T4) also arrived on scene at 0850 hours and positioned the apparatus in the parking lot. The crew was preparing to raise the aerial ladder to the roof and begin ventilation when the IC ordered them to open the floor on the first floor above the fire.
  • Once on the first floor, the crew started using a chainsaw and immediately began to experience problems with the saw stalling. (Note: It is believed that the interior smoke conditions and a lack of oxygen caused the gas-powered saw to stall out rendering it unusable.)
  • The crew switched to axes and started chopping the floor. The E4 crew could hear the axe strikes above them from the basement below.
  • Engine 5 (E5) arrived on scene at 0851 hours and established water supply to E4. The crew advanced another 1 ¾-in hand line to the basement to back up the E4 crew.
  • Engine 10 (E10) arrived on scene at 0852 hours and established a second water supply. The crew advanced a 1 ¾-in hand line to the first floor to back up the T4 crew and assisted in opening the floor.
  • Both crews experienced heavy smoke conditions upon entering the church.

A 2nd Alarm was requested for additional manpower by Victim #1 at 0900 hours and the assignment included two engine companies, a truck company and the Deputy Chief. Prior to the 2nd Alarm being dispatched, the Deputy Chief was already en-route and upon arrival at 0900 hours conducted a size-up and was briefed by Officers. The Deputy Chief assumed IC while the Acting Battalion Chief became the Operations Chief and Chief Brace became the ISO.

A 3rd Alarm was requested by the IC at 0911 hours and the assignment included three additional engine companies and the Assistant Chief. Since the exact seat of the fire was still not located, the IC made a special request for Engine 29 (E29) to bring a thermal imaging camera (TIC) to the scene. (Note: At the time of this incident, the department had only one TIC, a unit that was on loan from the manufacturer.)

At 0919 hours (approximately 30 minutes into the incident), the IC called for an evacuation and an accountability check based on the deteriorating interior conditions.

  • All firefighters on the interior attack crews reported outside to the Safety Unit for the accountability check. After all personnel were accounted for at 0925 hours, the IC continued the interior attack with crews located in the basement and on the first floor.
  • The E12 Officer reported to command that they had located the fire in the basement prior to the accountability check; they were ordered to continue fire suppression with E4 acting as back-up.
  • Both crews re-entered the basement and began to extinguish the fire.
  • The E12 Officer reported that soon after they began to spray water, the basement went “black, totally black, like the fire left.” He immediately yelled for everyone to back out. Some fire fighters reported hearing a “big, loud whistle” followed by a bang.

At 0928 hours, a major backdraft occurred that injured six fire fighters. The E4 Officer who was standing at the top of the stairwell was blown out of the building into the street by the force of the backdraft. The E4 Officer suffered bruises and facial burns. The E12 crew in the basement was beginning to back out when roaring fire rolled over top of them knocking them down.

  • They quickly climbed the steps and exited the church with their bunker gear smoldering. The E12 Officer received burns on his back, hands and face; an E12 fire fighter received hand and facial burns and another E12 fire fighter received facial burns.
  • The E11 Officer and E11 fire fighter were venting windows from a ground ladder against the wall on the western exterior when they saw that smoke was puffing in and out of the windows. They heard a load roar and started to run, but the force of the backdraft blew them across the street.
  • Fire fighters immediately began administering first aid to the injured and the IC ordered an evacuation and accountability check. The accountability check was quickly conducted by the Safety Unit and all fire fighters were accounted for by 0929 hours. Five of the injured fire fighters were transported by ambulance to a metropolitan trauma/burn center.
  • Fire fighters from Truck 14 did not reenter the church but were ordered to set up a positive pressure ventilation fan in a window in the front of the church. (Note: This task was not completed prior to the backdraft.)

A 4th Alarm was requested by the IC at 0931 hours and the assignment included two additional engine companies, the Chief, a Communications Officer, and another Battalion Chief as an additional ISO.

  • For the next several hours, both ISOs were working their sectors and updating the IC with progress reports.
  • At 0948 hours (approximately 1 hour into the incident), heavy smoke was reported throughout the church and the IC changed tactics to a defensive attack and removed all personnel from the building. Numerous master steam appliances and hand lines were operated from all exposure sides in an attempt to extinguish the fire in the church and protect the annex.
  • At 0949 hours, fire was present throughout the western side of the church.
  • At 1007 hours, heavy black smoke was observed in the eastern side and at 1009 hours, fire was breaking through the roof.
  • At 1031 hours, there was heavy fire throughout the church
  • At 1048 hours (approximately 2 hours into the incident), the roof was completely burnt away and companies were continuing with “surround and drown” operations.
  • At 1148 hours, the IC ordered all exterior hose streams shut down. One ISO left the immediate scene as instructed by the Assistant Chief to impound the fire gear of the fire fighters injured in the back draft. The IC met with company officers and discussed overhaul operations to extinguish the remaining pockets of fire.

At 1213 hours (approximately 3½ hours into the incident), the church bell tower collapsed sending large chunks of stone, brick, heavy wooden timbers, and other debris crashing through the vestibule trapping both victims under debris.

  • Other fire fighters operating in the vestibule recall that heavy timbers and wood boards broke through the ceiling and then the entire ceiling came down. Several fire fighters reported narrowly escaping from the collapse. Fire fighters standing outside of the church were showered with falling debris that injured numerous fire fighters.
  • The collapse caused some of the heavy timber roof trusses to fail. Falling roof trusses struck several fire fighters and one fire fighter became trapped. The fire fighters made an urgent radio transmission for assistance and requested rescue equipment. Their call went unanswered due to command being incapacitated.
  • At 1214 hours, an arson Officer radioed to dispatch that a major collapse had occurred and requested a 5th alarm for additional manpower to assist with rescue efforts. The 5th alarm assignment included three additional engines and two additional truck companies. Fire fighters immediately began administering first aid and transporting injured fire fighters to ambulances. Upon hearing of the collapse over the radio, the other ISO returned to the immediate scene from impounding the fire gear from injured fire fighters.
  • The ISO, assisted by an officer of the Safety Unit, conducted an accountability check a short time after the collapse and verified that Victim #1 and Victim #2 were missing. Twenty three fire fighters were injured during the collapse and transported to area hospitals.

According to the NIOSH Report F2004-017 (HERE) investigators concluded that, to minimize the risk of similar occurrences, fire departments should perform the following;

  • Ensure that an assessment of the stability and safety of the structure is conducted before entering fire and water-damaged structures for overhaul operations
  • Establish and monitor a collapse zone to ensure that no activities take place within this area during overhaul operations
  • Ensure that the Incident Commander establishes the command post outside of the collapse zone
  • Train fire fighters to recognize conditions that forewarn of a backdraft
  • Ensure consistent use of personal alert safety system (PASS) devices during overhaul operations
  • Ensure that pre-incident planning is performed on structures containing unique features such as bell towers
  • Ensure that Incident Commanders conduct a risk-versus-gain analysis prior to committing fire fighters to an interior operation, and continue to assess risk-versus-gain throughout the operation including overhaul
  • Develop standard operating guidelines (SOGs) to assign additional safety officers during complex incidents
  • Provide interior attack crews with thermal imaging cameras
  • Municipalities should enforce current building codes to improve the safety of occupants and fire fighters

References and follow up;

NIOSH Report F2004-017           March 13, 2004

Career battalion chief and career master fire fighter die and twenty-nine career fire fighters are injured during a five alarm church fire – Pennsylvania

NIOSH REPORT 2009-100: Fire Fighter Fatality Investigation and Prevention Program: Leading Recommendations for Preventing Fire Fighter Fatalities, 1998–2005

NIOSH ALERT 2009-146: NIOSH Alert: Preventing Injuries and Deaths of Fire Fighters due to Structural Collapse (1999)

 
Ebenezer tragedy scoured for whys of fire, fatalities. Read more: http://www.post-gazette.com/pg/04117/306737-85.stm#ixzz0iM1F6Zep
 
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