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Rules of Engagement 2010

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IAFC Rules of Engagement

Rules of Engagement Project; Increasing Firefighter Survival

Developed by the Safety, Health and Survival Section International Association of Fire Chiefs

The International Association of Fire Chiefs (IAFC) is committed to reducing firefighter fatalities and injuries.  As part of that effort the nearly 1,000 member Safety, Health and Survival Section of the IAFC has developed the recently approved  “Rules of Engagement of Structural Firefighting” to provide guidance to individual firefighters, and incident commanders, regarding risk and safety issues when operating on the fireground. The intent is to provide a set of “model procedures” for Rules of Engagement for Structural Firefighting to be made available by the IAFC to fire departments as a guide for their own standard operating procedure development.

In August, 2008, following a year of discussion, the Section moved to develop a set of “Rules of Engagement for Structure Firefighting”. A project team was created consisting of Section members and representatives of other several other interested fire service organizations. These included the Fire Department Safety Officer Association (FDSOA), the National Fallen Firefighter Foundation (NFFF), and the National Volunteer Fire Council (NVFC), the National Institute of Occupational Safety and Health (NIOSH) and other organizations. All draft material has also been shared with representatives of the International Association of Fire Fighters (IAFF) who developed a joint IAFF/IAFC “Fire Ground Survival Project”. Three Section members also participated in the IAFF project. The direction provided the project team by the Section leadership was to develop rules of engagement with the following conceptual points;

  • Rules should be a short, specific set of bullets
  • Rules should be easily taught and remembered
  • Rules should define critical risk issues
  • Rules should define “go” or “no‐go” situations
  • A companion lesson plan/explanation section should be provided

Early in development the Rules of Engagement, it was recognized that two separate rules were needed one set for the firefighter, and another set for the incident commander. Thus, the two sets of Rules of Engagement described in the attached document. The ROE were also inserted in the August issue of FireRescue magazine. Each set has several commonly shared bullets and objectives, but the explanations are described somewhat differently based on the level of responsibility (firefighter vs. incident commander).

The attached and linked PDF document reflects nearly two years of public comment and feedback from several presentations at fire service conferences, including the National Fallen Fire Fighters Safety Summit held at the National Fire Academy this past March. The “Rules” were formally adopted by the IAFC Health, Safety and Survival Section at the Fire Rescue International Conference held last week in Chicago.

The development of the rules integrated several nationally recognized programs and principles. They included risk assessment principles from NFPA Standards 1500 and 1561. Also included where concepts and principles from Crew Resource Management (available from iafc.org) and data and lessons from the National Near‐Miss Reporting System (firefighternearmiss.com). The development process also included review of lessons learned from numerous firefighter fatality investigations conducted by the National Institute of Occupational Safety and Health (NIOSH) Fire Fighter Fatality Investigation and Prevention Program.

It’s incumbent that the fire chief and the Departments management team insure the safety of all firefighters working at structural fires. All command organization officers are responsible for their own safety and the safety of all personnel working with them. All officers and members are responsible are responsible for continually identifying and reporting unsafe conditions or practices. The Rules of Engagement allows both the firefighter and the incident commander to apply and process these principles.

One principle applied in the Rules of Engagement is firefighters and the company officers are the members at most risk for injury or death. The Rules integrate the firefighter into the risk assessment decision making process. These members should be the ultimate decision maker as to whether it’s safe to proceed with assigned objectives. The “Rules” allow a process for that decision to be made while still maintain command unity and discipline. It is well known that firefighting is hazardous with varying levels of risk to the firefighter. However, firefighting is not a military campaign where lives are lost to establish a beach head. No firefighter’s life is a building that eventually will be rebuilt. Keep all members safe so “Everyone Goes Home”!

Rules of Engagement for Firefighter Survival

  • Size‐Up Your Tactical Area of Operation.
  • Determine the Occupant Survival Profile.
  • DO NOT Risk Your Life for Lives or Property That Can Not Be Saved.
  • Extend LIMITED Risk to Protect SAVABLE Property.
  • Extend Vigilant and Measured Risk to Protect and Rescue SAVABLE Lives.
  • Go in Together, Stay Together, Come Out Together
  • Maintain Continuous Awareness of Your Air Supply, Situation, Location and Fire Conditions.
  • Constantly Monitor Fireground Communications for Critical Radio Reports.
  • You Are Required to Report Unsafe Practices or Conditions That Can Harm You. Stop, Evaluate and Decide.
  • You Are Required to Abandon Your Position and Retreat Before Deteriorating Conditions Can Harm You.
  • Declare a May Day As Soon As You THINK You Are in Danger.

The Incident Commanders Rules of Engagement for Firefighter Safety

  • Rapidly Conduct, or Obtain, a 360 Degree Size‐Up of the Incident.
  • Determine the Occupant Survival Profile.
  • Conduct an Initial Risk Assessment and Implement a SAFE ACTION PLAN.
  • If You Do Not Have The Resources to Safely Support and Protect Firefighters – Seriously Consider a Defensive Strategy.
  • DO NOT Risk Firefighter Lives for Lives or Property That Can Not Be Saved – Seriously Consider a Defensive Strategy.
  • Extend LIMITED Risk to Protect SAVABLE Property.
  • Extend Vigilant and Measured Risk to Protect and Rescue SAVABLE Lives.
  • Act Upon Reported Unsafe Practices and Conditions That Can Harm Firefighters. Stop, Evaluate and Decide.
  • Maintain Frequent Two‐Way Communications and Keep Interior Crews Informed of Changing Conditions.
  • Obtain Frequent Progress Reports and Revise the Action Plan.
  • Ensure Accurate Accountability of All Firefighter Location and Status.
  • If, After Completing the Primary Search, Little or No Progress Towards Fire Control Has Been Achieved ‐ Seriously Consider a Defensive Strategy.
  • Always Have a Rapid Intervention Team in Place at All Working Fires
  • Always Have Firefighter Rehab Services in Place at All Working Fires

Rules of Engagement Poster, PDF File ROE 2010

Link to the IAFC Section Page and ROE Concept Paper

In the Streets; On the Air

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Taking it to the Streets had its premier July 21st on Firefighter Netcast.com with a lively and provoking discussion on “What’s on YOUR Radar Screen?” The program theme aligned with a recent posting on the same topic. Join me on the program were two prominent and nationally recognized fire service leaders, who I’m honored to have known for many years, Chief Billy Hayes and Chief Doug Cline; the program explored leading fire service issues affecting firefighter safety, training, credentialing and education; fireground operational variables related to the continuing changes in building construction, engineered systems and extreme fire behavior,  and the emerging need for “Tactical Patience” as I’ve been exploring the relationships towards the need for tactical enhancements to our current fire suppression theory and firefighting models.

Conversations expanded on the NFFF/Everyone Goes Home Campaign and programs, the newest EGH initiatives on Behavioral Health and the successes achieved through the Courage to be Safe Programs and the Advocacy Program.

Both our guests provided cutting edge perspectives and commentary on the key issues that the fire service needs to have on their radar screen and the need for emerging and practicing fire officers and commanders to continually strive to increase skill sets and maintain a pulse on the leading issues affecting the fire service and apply emerging research  and studies to increase operational capabilities, improve performance and enhance and promote firefighter safety and survival and operational integrity.

Although technical difficulties from the live feed coming from the Inner Harbor in Baltimore at the Firehouse Expo, precluded the ability to have the call-in segments of the program to work, the 120 minute program gave the listeners a wealth of information to talk over in the firehouse, at the kitchen table or in the apparatus bays.

The program is a Buildingsonfire.com Series and a Fire Fighter Netcast.com  production, produced by John Mitchell and Rhett Fleitz.  The live program segment will be edited and available for iTunes download soon. You can check out the other programming and shows produced by Fire Fighter Netcast.com HERE. Stay tuned for announcements on the next program date for Taking it to the Streets coming to you live from the IAFC Fire Rescue International Conference in Chicago in August.  

Taking it to the Streets; Advancing Fire Fighter Safety and Operational Integrity for the Fire Service through provocative insights and dynamic discussions dedicated to the Art and Science of Firefighting and the Traditions of the Fire Service. 

  • Firefighter Netcast.com HERE
  • Taking it to the Streets, HERE, HERE
  • “What’s on your Radar Screen?” July 21, 2010 Program, HERE
  • “What’s on your Radar Screen?” post on Commandsafety.com, HERE

 

Transmitting the Box for an Alarm of Fire…Taking it to the Streets

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Taking it to the Streets

Premiering Wednesday July 21st  9:00pm ET

Live on Firefighter Netcast.com

Premiering “What’s on YOUR Radar Screen”?

Check out what’s on of off your radar screen on CommandSafety.com

If you’ve never listened to a FirefighterNetcast, visit the site now, sign up for a new user account for BlogTalkRadio, and be prepared to join in the conversation Wednesday night.

Listen in via the Internet, listen and/or participate by calling in, and join in the live chat that takes place amongst listeners while the show is going on. In case you miss the live show, you can even download the recording after the fact on FirefighterNetcast and iTunes too. It’s free, it’s fun and it’s easy.

Taking it to the Streets is a Buildingsonfire.com Series and Fire Fighter Netcast.com Production

Check out Buildingsonfire on Facebook and Twitter

Premiering “What’s on YOUR Radar Screen”? on Fire Fighter Netcast.com

No comments

Taking it to the Streets

Premiering Wednesday July 21st  9:00pm ET

Live on Firefighter Netcast.com

Premiering “What’s on YOUR Radar Screen”?

Check out what’s on of off your radar screen on CommandSafety.com

If you’ve never listened to a FirefighterNetcast, visit the site now, sign up for a new user account for BlogTalkRadio, and be prepared to join in the conversation Wednesday night.

Listen in via the Internet, listen and/or participate by calling in, and join in the live chat that takes place amongst listeners while the show is going on. In case you miss the live show, you can even download the recording after the fact on FirefighterNetcast and iTunes too. It’s free, it’s fun and it’s easy.

Taking it to the Streets is a Buildingsonfire.com Series and Fire Fighter Netcast.com Production

Check out Buildingsonfire on Facebook and Twitter

Check out FireDaily and The FireCritic

Newest NIOSH Alert: Preventing Deaths and Injuries of Fire Fighters at Structure Fires

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NIOSH released it’s latest Alert on Firefighter Risk Reduction. Fire fighters are often killed or injured when fighting fires in abandoned, vacant, and unoccupied structures. These structures pose additional and sometimes unique risks due to the potential for fire fighters to encounter unexpected and unsafe building conditions such as dilapidation, decay, damage from previous fires and vandals, and other factors such as uncertain occupancy status. Risk management principles must be applied at all structure fires to ensure the appropriate strategy and tactics are used based on the fireground conditions encountered.

Fire fighters should take the following steps to minimize their risk of death and injury while fighting structure fires:

  • Report conditions and hazards encountered to your officer, incident commander, or incident safety officers
  • Recognize that maintaining your safety is a shared responsibility
  • Comply with your department’s standard operating procedures (SOPs) / standard operating guidelines (SOGs) and safety rules.
  • Be constantly aware of your surroundings and changing conditions.

Fire departments (chief officers, company officers and policy makers) should take the following steps to protect fire fighters:

  • Develop and enforce risk management plans, policies, and standard operating procedures and guide-lines (SOPs/SOGs) for risk management.
  • Train incident commanders, incident safety officers, and fire fighters in the fire department risk management plans and SOPs/SOGs for risk management.

Develop and implement fire department policies and SOPs/SOGs for emergency response and fire-fighting activities in and around abandoned, vacant, or unoccupied structures.

  • A thorough size-up and risk analysis should be performed before conducting operations in any burning structure.
  • Fire-fighting operations should be limited to defensive (exterior) strategy if the structure is judged to be unsafe and in any situation where the risks to fire fighter safety are excessive.
  • Offensive (interior attack) operations should only be considered when sufficient resources are on scene to conduct offensive operations with a reasonable degree of safety, including the ability to perform essential support functions (i.e., water supply, ventilation, lighting, utility control, accountability, rapid intervention teams).
  • Additional size-ups and risk analyses should be performed before changing strategies, including any decision to conduct interior overhaul operations following a defensive fire attack.
  • Have adequate resources available on scene to per-form rapid intervention team (RIT) duties anytime personnel are operating at any structure fire.
  • Inspect and preplan buildings within your jurisdiction. Note the type of construction, materials used, presence of trusses and/or lightweight construction in the roof and floor, type of occupancy, fuel load, exit routes, and other distinguishing characteristics.
  • Enter preplan information into the dispatch computer so that when a fire is reported at a preplanned location, the critical information is provided to all responding units. Adopt and enforce a standard system of marking dangerous abandoned, derelict, and vacant buildings, based on a prefire assessment of their structural conditions and other risk factors, in cooperation with municipal agencies and local authorities such as local housing authorities.
  • Train fire fighters and officers to recognize the marking system and incorporate the information into their size-up considerations. Additionally, local authorities should ensure programs are in place that provide for the demolition and removal of structures deemed unsafe by code enforcement.
    • Make sure that the incident commander conducts an initial size-up of critical fireground factors before beginning fire fighting efforts and continuously re-views and reevaluates these factors during all fire-ground operations. A 360-degree size-up should be conducted for all abandoned, vacant, or unoccupied structures.
    • Ensure those in charge of fire incidents (e.g., incident commanders, chief officers, safety officers) are fully trained to fulfill their responsibilities and obligations in the execution of their duties.
    • Educate the public on the need to have home fire drills and designated meeting places in the event of an emergency. The location of designated meeting
    • places should be communicated to the fire department as a way to help confirm and verify building occupancy status.

Incident commanders (IC) and incident safety officers (ISO) should do the following:

  • The IC should conduct an initial size-up of each incident weighing critical fireground factors (i.e., occupancy status; occupant survivability and rescue potential; vacant building markings or indicators; size, construction and use of the building; age and condition of the building; and the location, size, and extent of the fire in the building) against the department’s risk management profile to determine the initial incident strategy (offensive or defensive). The IC should develop an incident action plan before beginning firefighting efforts and continually review and reevaluate the factors and the risk management plan throughout the operation.
  • The IC should use appropriate risk management criteria to decide whether an offensive or defensive strategy should be employed to attack a fire. The IC should attempt to determine whether the building is occupied or not. Signs to look for include vehicles in garage, driveway, or parked nearby; people at windows of apartment or office buildings calling for help indicates the possibility of other occupants as well; time of day; type of occupancy; and reports from occupants who have escaped the burning structure. Reports from neighbors and bystanders may also provide valuable information.
  • The IC should consider the number of fire fighters, the amount and type of apparatus and equipment available, and the stage of the fire when determining the type of fire attack.
  • Follow departmental policies (risk management plans, SOPs/SOGs) for risk management.
  • Establish, clearly mark, and monitor an exterior collapse zone at structure fires where there is a risk of collapse.
  • Use effective and universal evacuation signals when command personnel determine that all fire fighters should be evacuated from a burning building, as well as during the initiation of defensive operations and during overhaul and salvage operations.

NIOSH Summary HERE

NIOSH Publication No. 2010-153:

NIOSH Alert: Preventing Deaths and Injuries of Fire Fighters using Risk Management Principles at Structure Fires, HERE

Eleven Minutes to Mayday; What You Need to Know

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The Colerain Township (OH) Fire and EMS Department under the leadership of Director and Chief G. Bruce Smith recently released its final report Investigation Analysis of the Squirrels nest Lane Firefighter Line of Duty Deaths related to the April 4, 2008 Double Line of Duty Death of a Captain and Firefighter.  This investigative analysis and report, although specific to the events and conditions encountered during the conduct of operation at the residential occupancy at 5708 Squirrels nest Lane has pertinent and relevant insights, recommendations and factors that all Fire Service personnel, regardless of rank should read.

This is one of those distinctive reports that has influential and critical operational, training and preparedness elements embedded throughout the report. Following my review of the report, having previously read the preliminary report findings, it is apparent there continues to be common threads shared by this and other events and incidents where a single of multiple firefighters have lost their lives due to similarities in the apparent and common cause deficiencies and short comings identified.

All company and command officers should read and comprehend the lessons learned. Then, take these new found insights and see what the gaps are at the personal level (yours or those you supervise) as well as the shift, group, station, battalion, division or department as a whole. If there are gaps, then identify a way to implement timely changes as necessary so there are No History Repeating (HRE) events.

I have provided a comprehensive synopsis of the report for your review. Take the time to read the entire report, make the time to improve where you need to.  

On Friday, April 4, 2008 at 06:13:02 hours, what began as a routine response for Colerain Township Fire and EMS Engine 102 to investigate a fire alarm activation at 5708 Squirrels nest Lane, Colerain Township, Ohio resulted in the deaths of Colerain Township Captain Robin Broxterman and Firefighter Brian Schira.

Upon their arrival at the scene of the two-story wood framed, residential building working fire conditions existed in the basement. The initial attack team consisted of Broxterman, Schira, and one other firefighter. The team advanced a 1¾-inch attack hose line through the interior of the building for fire control.

Even though, they were provided with some of the most technologically advanced protective clothing for structural firefighting and self-contained breathing apparatus, it appeared that Broxterman and Schira were overwhelmed by severe fire conditions in the basement. 

During their attempt to evacuate the building, the main-level family room flooring system in which the two were traveling on collapsed into the basement trapping the firefighters. Eleven minutes elapsed from time of arrival to the catastrophic chain of events.

The investigation of this incident provided a number of findings and recommendations that should be considered by Colerain’s fire department, as well as other fire department organizations. The examination encompassed issues that related to building construction, firefighting tactics, command and control, situational awareness, communications, training, firefighting equipment and the individual responsibility of firefighters of the Colerain Township Department of Fire and Emergency Medical Services (Colerain Fire & EMS). In addition, a segment of the examination included a review of the individual and group affects following such an event, and the measures initiated that attempted to ensure individual, family and organizational wellness.

The following factors were believed to have directly contributed to the deaths of Captain Broxterman and Firefighter Schira:

  • A delayed arrival at the incident scene that allowed the fire to progress significantly;
  • A failure to adhere to fundamental firefighting practices; and
  • A failure to abide by fundamental firefighter self-rescue and survival concepts

 Although the aforementioned factors were believed to have directly contributed to their deaths, they might have been prevented if:

  • Some personnel had not been complacent or apathetic in their initial approach to this incident;
  • Some personnel were in a proper state of mind that made them more observant of their surroundings and indicators;
  • The initial responding units were provided with all pertinent information in a
  • timely manner relative to the incident;
  • Personnel assigned to Engine 102 possessed a comprehensive knowledge of their first-due response area;
  • A 360-degree size-up of the building accompanied by a risk – benefit analysis
  • was conducted by the company officer prior to initiating interior fire suppression operations;
  • Comprehensive standard operating guidelines specifically related to structural
  • firefighting existed within the department;
  • The communications system users (on-scene firefighters and those monitoring the incident) weren’t all vying for limited radio air time;
  • The communications equipment and accessories utilized were more appropriate for the firefighting environment;
  • Certain tactical-level decisions and actions were based on the specific conditions;
  • Personnel had initiated fundamental measures to engage in if they were to become disoriented or trapped inside a burning building; and
  • Issued personal protective equipment was utilized in the correct manner.

 Incident Reported

On Friday, April 4, 2008, at 06:11:23, the Hamilton County Communications Center (HCCC) received notification of an automatic alarm activation (smoke detector and carbon monoxide) at 5708 Squirrels nest Lane (LN).

  • An automatic fire alarm response complement of two engine companies (Engines 102 & 109), one ladder company (Ladder 25), and the Battalion Chief (District 25) were dispatched to investigate at 06:13:02.
  • At 06:13:43, a second notification was received from the female homeowner reporting a fire in the basement of the building.
  • At 06:20:43, a third notification by means of a cellular phone from the female homeowner to HCCC routed through the City of Cincinnati’s Fire and Police Communications Center was received.
  • At 06:22:41, the initial response complement was then upgraded to a building fire, also known as a structure fire response complement to include one additional engine company (Engine 25), one rescue company (Rescue 26), and one basic life support transport unit (Squad 25).

Property and Building Description: The building at 5708 Squirrels nest LN was a single-family residence that set back approximately 450-feet from the street at the end of a private driveway on a heavily wooded lot.

  • The building was two-stories in height, approximately 45-feet wide by 30-feet deep with a finished below-grade (basement) living space and attached two-car garage.
  • For simplicity, the report refers to the living space under the main-level of the building as a basement.
  • From the front (side Alpha), the building was two-stories above grade. The vertical distance between floors was approximately eight-feet. The exterior main entrance was located in the front middle of the building approximately one-foot above grade level.
  • Additional entrances to the first-floor living space were by means of a rear entry door from an upper-level deck area and through the garage area.
  • The interior stairway to the basement was located approximately 15-feet from the front main entry door towards the rear of the building. There were no exposed buildings on the adjacent sides of the fire building.

The building was located approximately 450-feet from the curb and a driveway leading to the front entrance. The nearest fire hydrant was located approximately 500- feet from the front entrance. To provide for uniform identification of locations and operationalforces at the incident scene, the scene was divided geographically into smaller parts, which were designated as sectors. Specific areas of the incident scene were designated as follows:

  • The side of the building that bears the postal address of the location was designated as Side Alpha or front by the Incident Commander;
  • The property sloped downward towards the rear (side Charlie) of the building with an approximate 13-foot elevation difference from side Alpha to Charlie. The
  • Charlie side of the building was three-stories above the rear grade level with the building’s basement floor approximately five-feet above grade level. The exterior entrance to the building’s’ basement area, also known as a walk-out was by means of a stairway that led to a wooden deck on the Charlie side adjacent to the Delta side. A second stairway led to an upper level deck that served the main level of the building.

 

Initial Fire Attack Operation: Upon arrival at the incident address, Engine 102 (E102), assigned four personnel (one captain, one fire apparatus operator [FAO], and two firefighters) entered and proceeded down the driveway deploying a five-inch supply hose line.

  • With their apparatus positioned in front of the building Captain (Capt.) Broxterman radioed, “Moderate smoke showing. E102 will be Squirrelsnest Command.” at 06:24:01.
  • Verification was made by the E102’s FAO through face-to-face communication with the male homeowner that all occupants were out of the building, which was then relayed to Capt. Broxterman.

District 25 (D25) arrived at the scene at 06:26:35 and assumed Command from Capt. Broxterman. Capt. Broxterman, Firefighter (Ffr.) Schira and E102’s Ffr. #2 advanced a 1¾-inch pre-connected hose line through the front main entrance. The fire was determined to be located in the basement of the building.

  • At 06:27:52, Capt. Broxterman radioed, “E102 making entry into the basement, heavy smoke”.
  • At 06:30:35, E109′s captain radioed, “Command from E109, contact 102,have them pull out of the first floor, redeploy to the back. It’s easy access. Conditions are changing at the front door.”
  • At 06:34:48, Engine 25 (E25), the designated Rapid Assistance Team, had just completed their 360-degree size-up around the building, and encountered E102’s Ffr. #2 in front of the building, whom reported that he had lost contact with his crew.
  • During the time period between 06:29:24 and 06:34:48, the investigation committee believed that one or more catastrophic events occurred including a failure of the main-level flooring system near the Beta – Charlie corner of the building.

 Rescue and Recovery Operations

  • At 06:35:34, the Incident Commander (IC) identified a potential Mayday operation, which indicates a life threatening situation to a firefighter.  
  • RAT25 was deployed at 06:36:48. The actual Mayday operation was initiated by the IC at 06:37:41 followed by a request at 06:37:53 to the HCCC for a second alarm complement of firefighting resources.  
  • At 06:42:01, RAT25 entered the basement from the rear of the building. At 07:00:27, E26’s personnel entered through the front main entrance of the building and into the basement by means of the interior stairway.  
  • Both missing firefighters were located in the basement near the Charlie side wall adjacent to the Beta side following a floor collapse. Capt. Broxterman and Ffr. Schira were obviously deceased as a result of their injuries. 

Fire Origin and Cause: Information from the property owners was that the female had smelled an odor in the house. She told her husband, who went to investigate. Neither of them observed any smoke or flames at that time. The husband went to the basement, and located a fire near a cedar wood lined closet used to cultivate orchids in the unfinished utility room. He attempted to extinguish the fire with portable fire extinguishers and pans of water. As the fire alarm activated, the husband had his wife call 9-1-1 to report the fire. The state of Ohio Fire Marshal’s Office Fire and Explosion Investigation Bureau ruled the fire to be accidental in nature. The fire was determined to have originated in the unfinished utility room of the basement level in or near the cedar closet. This area was directly below the family room on the first floor. The probable ignition source for this fire was determined to be at and about a plastic air circulation fan and the associated electrical wiring.

Cause of Deaths

Capt. Broxterman was a 37-year old employee of the Colerain Fire & EMS with approximately 17-years of certified firefighting experience. Capt. Broxterman became trapped in the basement area for a prolonged amount of time following the sudden floor collapse. Capt. Broxterman was found positioned face down over top of Ffr. Schira. The majority of her protective clothing ensemble and equipment were heavily damaged as a result of exposure to heat and direct flame impingement. She was pronounced deceased following her removal from the building. Her body was transported to the Hamilton County Coroner’s Office for autopsy. The Coroner’s report cited the manner of death as “accidental” and the cause of death as “burns and inhalation of smoke and superheated and noxious gases.” Capt. Broxterman sustained burns to 100% of her body surface, which ranged from first to fourth degree in severity as described in the coroner’s autopsy report. Postmortem carboxyhemoglobin (COHb), which is a measure of carbon monoxide exposure, was measured at 22% saturation and soot was observed in portions of her upper and lower respiratory system.

  • Based on the injuries sustained and the damage to Capt. Broxterman’s protective clothing ensemble and equipment, it is likely that she was exposed to a rapid intensification of heat and flames in the building’s basement that overwhelmed her protective ensemble and equipment, exposing her body and respiratory system to intense heat and toxic products of combustion.

 Ffr. Schira was a 29-year old employee of Colerain Fire & EMS with approximately 3½-years of certified firefighting experience. He also became trapped in the basement area for a prolonged amount of time following the sudden floor collapse. Ffr. Schira was found positioned on his right side and back, face-up beneath Capt. Broxterman. The majority of his protective clothing ensemble and equipment was heavily damaged as a result of exposure to heat and direct flame impingement. Ffr. Schira was pronounced deceased following his removal from the building. His body was transported to the Hamilton County Coroner’s Office for autopsy. The Coroner’s report cited the manner of death as “accidental” and the cause of death as “burns and inhalation of smoke and superheated and noxious gases”. Ffr. Schira sustained burns to 100% of his body surface, which ranged from first to fourth degree in severity as described in the coroner’s autopsy report. Postmortem COhb was measured at 8% saturation and soot was observed in portions of his upper and lower respiratory system.

  • Based on the injuries sustained and the damage to Ffr. Schira’s protective equipment, it is likely that that he was exposed to a rapid intensification of heat and flames in the building’s basement that overwhelmed his protective ensemble and equipment, exposing his body and respiratory system to intense heat and toxic products of combustion.

Select Findings and Recommendations

Findings, Discussions and Recommendations

FINDING #3.1: The area of fire origin had no finished ceiling, which exposed the floor joists and the underside of the floor decking to direct fire impingement causing rapid deterioration and failure of the flooring system directly underneath the main-level family room.

During this incident, based on communications transcripts (telephone and radio) it’s probable that the fire had advanced from its incipient stage to a free burning stage in approximately 18 to 20-minutes by the time Capt. Broxterman radioed that they were making entry into the basement.

  • As stated in the Incident Overview section, during the time period between 06:29:24 and 06:34:48, it is believed that one or more catastrophic events occurred within the building, which included a failure of the flooring system near the Beta-Charlie corner of the building’s first floor.

It has been widely believed in the firefighting profession that traditional sawn lumber is far superior to some of the more innovative lightweight construction components (e.g., wood I-joist) in use today. With dimensional lumber, two-inch by eight-inch and larger, there is a greater surface to mass ratio to resist the damaging effects of fire and the structural components will maintain their integrity for a longer period of time. While this has traditionally been accurate, this incident clearly shows that this may not always be the case. Heavy charring was evident to structural members in the fire area of origin. Notice the burn damage shows how the wooden floor joists had been burned to and away from the band joist. A band joist is a vertical member that forms the perimeter of a floor system in which the floor joists tie in to. Also known as the rim joist. Early platform framed homes very likely used solid, dimensional lumber and plywood, which provided a reasonable surface to mass ratio. But the later the home was built, the less mass even dimensional lumber has due to the reduction in the actual thickness of solid dimensional lumber provided by the lumber industry through the mid-1900’s. As the years go by, building materials will likely keep getting lighter and lighter and introduce more resins and other chemicals.

 Laboratory tests that exposed structural wood components to the American Society for Testing and Materials (ASTM) E119 Assembly Test indicated that a traditional two-inch by ten-inch structural member failed in 12-minutes and six-seconds. ASTM E119 test is the standard test method for evaluating building and construction materials exposed to fire. Unlike the standardized ASTM test fires, it is widely recognized that real building fires are highly variable in their size, rate of growth and intensity. Responding firefighters are unlikely to know when a given fire started, how hot it had been prior to arrival, how long it had been at any given temperature, the design capacity and actual loads on the floors over the fire or the amount of actual damage that the fire may have done to the joists. All of these factors make it impossible to predict the remaining capacity of a floor by even the most knowledgeable, professional fire experts.

RECOMMENDATION #3.1a: Fire departments should ensure that firefighters and incident commanders are aware that unprotected floor and ceiling joist systems, no matter the type, may fail at a faster rate when exposed to direct fire impingement.

Unfinished basement ceilings and other areas that have exposed joists or trusses jeopardize flooring and roof systems unnecessarily during a fire, causing premature failure. Often, a weakened floor and ceiling joist system can be difficult to detect from above as the floor surface above may still appear intact. Firefighters operating on floors above fire-damaged joist systems may fall through a weakened area and become trapped in a fire below. IC’s and firefighters must be aware that these systems can fail rapidly and without warning, and plan interior operations accordingly.

Firefighters must also be aware that while floor sag may be a widely accepted warning of an impending structural failure, floor sag is not always present or visible prior to a catastrophic collapse in a fire, regardless of the joist type, due to floor coverings, the fire’s intensity, the combination of joist spans and loads present, the location of serious structural fire damage or simply because it is too dark and smoky to see a sag in the floor. This is true for all types of structural joists, including materials such as sawn lumber, wood I-joists, and open web wood trusses and noncombustible members such as lightweight steel joists. The floor covering in this area was carpeting that transitioned to ceramic tile. When unprotected, any traditional or lightweight residential floor or ceiling assembly material, either combustible or noncombustible, may fail within several minutes of the fire’s ignition. It makes sense, therefore, that when there is a serious fire beneath a floor, there is no predictable safe amount of time that anyone can remain on that floor. Any floor system protected or not, can fail unpredictably when exposed to a substantial fire beneath.

FINDING # 4.2: E102′s officer failed to properly analyze the scene by not performing a 360-degree scene size-up to determine an overall strategy, and implement safe and effective firefighting tactics.

After the apparatus was positioned in front of the building, E102’s FAO was ordered by Capt. Broxterman to, “Ask the homeowner where the fire [location] was”, which was indicated to be in the basement by the male homeowner. As this was taking place, Capt. Broxterman continued donning her protective clothing ensemble (coat, helmet and self-contained breathing apparatus). Although E102′s officer provided a brief radio report of conditions observed upon arrival, she did not properly evaluate the scene so as to develop a basic strategy for implementation of safe and effective firefighting tactics. Had the officer visually evaluated the Charlie side of the building, the advanced fire conditions may have been noted, and that the lower level fire area was accessible by means of an exterior entry door for a more direct fire attack from the interior unburned side.

This means that firefighters enter a building and position the attack hose line between the fire and the uninvolved portions of the building. This direction of fire attack is preferred because it is likely to contain the fire, protect occupants, and push heat and gases out of the building if ventilation has been performed. On the other hand, danger increases significantly when attacking from the unburned side and is not always practical based on fire location, intensity, and building construction.

It cannot be conclusively known as to why Capt. Broxterman and Ffr. Schira proceeded into the area of the building that eventually collapsed resulting in their deaths. The investigation committee has concluded that the most probable explanation is that E102′s three-person interior team was successful in advancing their uncharged attack hose line into the basement recreation room area; reaching a point approximately 10 to15-feet from the bottom of the basement stairway as shown in the Incident Overview chapter. Once the team reached this area, it was realized they did not have sufficient hose line to continue advancing towards the seat of the fire. The team’s third member (Ffr. #2) reversed his travel and made his way back to the exterior of the building to advance additional hose line. As the team of two waited for additional hose line to be stretched and the hose line to be charged by the pump operator, the interior conditions rapidly deteriorated to a stage that it became untenable for them to hold their position.

The team evacuated back-up the stairway without following the hose line, which by all indications was tight up against the stairway wall and tightly wrapped around the stairway door entry. Once at the top of the stairway, one of the two deceased, if not both were likely in some form of distress; became disoriented and proceeded into the family room in a direction opposite the route of travel from which they entered the building. As the two moved across the family room floor, the flooring system collapsed into the utility room area of the basement. When the third team member re-entered the building, he was unable to locate the other two members.

The inability of Ffr. #2 to locate his team and the loss of radio communications contact with the interior team prompted the IC to declare a Mayday and activation of the RATs. This incident resulted in tragedy primarily due to the concealment of several burned-through floor joists under the carpet covered flooring system, which was nearly impossible to recognize due to heavy smoke conditions inside the burning building.

The following factors are believed to have directly contributed to the deaths that occurred in this incident:

  • The delayed arrival at the incident scene allowed the fire to progress significantly and the hazardous conditions to exponentially increase;
  • The failure to adhere to fundamental firefighting practices (e.g., entry into an enclosed building with obvious working fire conditions without a charged attack hose line)
  • The failure to abide by the fundamental concepts of fire fighter self-rescue and survival (e.g., following of the hose line in the direction of travel back to the building’s entrance or exit).

 Although the aforementioned factors are believed to have directly contributed to the deaths reported here, they might have been prevented if:

  • Some personnel had not been complacent or apathetic in their initial approach to this incident which eventually led to being overwhelmed in their response to their initial findings;
  • Some personnel were in a proper state of mind that made them more observant of their surroundings and indicators, and the potential threats and risks that presented themselves;
  • The initial responding units were provided with all pertinent information in a
  • timely manner relative to the incident, especially critical was the information  given to the emergency communications center from the homeowners reporting an actual fire
  • Personnel assigned to E102 possessed a comprehensive knowledge of their firstdue response area specifically related to road and street locations, and any particular characteristics related to those areas.
  • A 360-degree size-up of the building accompanied by a risk – benefit analysis was conducted by the company officer prior to initiating interior fire suppression operations; the risk of an action must be weighed against the probable benefit that may be reasonably and realistically expected.
  • Comprehensive standard operating guidelines specifically related to structural firefighting existed within the department;
  • The communications system users (on-scene firefighters and those monitoring the incident) weren’t all vying for limited radio air time. This competition led to missed and distorted messages and less than efficient use of resources, which exacerbated the problems of already taxed communications.
  • The communications equipment and accessories utilized were more appropriate for the firefighting environment;
  • Certain tactical-level decisions and actions were based on the specific conditions as encountered with an emphasis placed on fire ground tactical priorities (i.e., life safety, incident stabilization and property conservation);
  • Personnel had initiated fundamental measures to engage in if they were to become disoriented or trapped inside a burning building; and
  •  Issued personal protective equipment was utilized in the correct manner.

In Memory

The Colerain Township (OH) Department of Fire and Emergency Medical Services’s report examined the events of April 4th, 2008 with the benefit of hindsight, while seeking to be independent, impartial, and thorough. From the beginning, Colerain Fire & EMS has been committed to share our findings with others in the hope that it may prevent another such event.

The deaths of Captain Robin M. Broxterman and Firefighter Brian Schira had a profound loss not only to their parents, family and this organization, but also to the larger fire service community. In order to prevent these tragic losses in the future, we must first understand how and why our sister and brother firefighters died. We must learn from their incident and take that knowledge forward. If it was possible, what would these firefighters tell us today that might prevent a similar death of a firefighter in the future? What would they want us as firefighters, company officers and chief officers to know about the circumstances that lead to their deaths and the things we (and they) might have done to alter the most tragic of outcomes?  

From the information that was made available for review, it was evident that these two individuals were well-loved in life, and greatly missed in death. Every line of duty death of a firefighter in the United States is significant. This investigative analysis document is dedicated to Captain Broxterman and Firefighter Schira, their families, friends and the community whose lives were forever changed. In working to improve the health and safety of all United States firefighters, we have much to learn from the supreme sacrifice of these two individuals, who they were in life and in death. We honor their memories.

  

References

  • Colerain Township Department of Fire and Emergency Medical Services, Web Site HERE
  • Investigation Analysis of the Squirrels nest Lane Firefighter Line of Duty Deaths April, 2010 Full Report HERE
  • NIOSH Fire Fighter Fatality Investigation Report F2008-09| CDC/NIOSH July, 2009, Report HERE
  • WLTW.com news report Summary HERE

  

 

Ten Minutes in the Street: Interactive Scenarios Returning to Firefighter Nation

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Ten Minutes in the Street

 After a bit of an extended hiatus on the lecture circuit, Ten Minutes in the Street is returning to the Firefighter Nation Forums with more of what you came to expect with high quality scenarios and thought provoking discussions to get you engaged and thinking: strategically and tactically with a balanced risk approach.

 We launch the summer series of Ten Minutes in the Street Scenarios during this year’s Safety, Health & Survival Week starting on June 21.

These interactive scenario programs will be featured weekly on the FFN Fire Ground Tactics and FireFighter Safety Forum, HERE

In the mean time, here are some great Ten Minutes in the Street Scenarios that we presented, take some time to look these over if you’re new to the content and interactive participation.

  • Ten Minutes in the Street: Read “through” the Smoke, HERE
  • Ten Minutes in the Street; “But its only a Garage..!”, HERE
  • Ten Minutes in the Street; Pipin’ Hot First Due..30 Minutes or Less, HERE
  • Ten Minutes in the Street; “Here’s lookin’ at You”, HERE
  • Ten Minutes in the Street; Stretchin’ the line on the First-Due, HERE

Also, take a moment to check out our other activity and postings at Fire EMS Blogs at TheCompanyOfficer.com. You can also follow the latest informational links on Facebook at Buildingsonfire.com 

Can you keep a secret? Stay tuned for some great upcoming  announcements regarding a new program series that will be brought to you by some very familiar names…..”The Summer Tour is about to begin..”

Buildingsonfire reaches Milestone

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Buildingsonfire on Face Book reaches 3,000 fan milestone, are you one? Sign up and follow Buildingsonfire on Facebook today

Remember, Building Knowledge=Firefighter Safety

Follow Commandsafety on Twitter, HERE and Buildingsonfire on Twitter, HERE

3-26-2010 9-31-01 PM

Operational Safety at Buildings Under Renovation

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httpv://www.youtube.com/watch?v=8F_rSeUQQYM

A multiple alarm fire consumed the county courthouse in downtown Pittsboro, North Carolina yesterday. The building was undergoing renovations at the time of the fire and was occupied and operational. The fire started in the clock tower of the 130-yr.-old building and is believed to have been caused by welders.  The entire building was undergoing renovation with the outside enclosed with scaffolding. 

The clock tower had a protective tarp wrapped around it that preventing outside hose streams from reaching the seat of the fire. The fire broke out at 4:45 p.m., according to county and court officials, shortly after court sessions had ended. All who worked in the building were evacuated safely, according to county officials, and no injuries had been reported late Thursday. According to published reports, the courthouse, the centerpiece of the Pittsboro downtown, was built in stages. It was initially constructed in 1881 at a cost of $10,666, according to Paul Shield Crane’s first edition of “North Carolina Taproots: Courthouses of North Carolina.” In 1930, another story was added to the brick building and, in 1959, there was an extensive renovation that cost $130,000.

Bottom line, buildings undergoing construction, alterations, deconstruction, demolition and renovations can pose significant risk to suppression operations and lead to firefighter injuries and fatalities. This can not be stressed enough.

The unique and dangerous elements confronting incident commanders, company officers and operating forces demands a clear understanding that fire suppression operations in buildings during construction, alterations, deconstruction, demolition and renovations present significant risks and consequences, requires a methodical and conservative approach towards incident stabilization and mitigation. You cannot implement conventional tactical operations in these structures. Doing so jeopardizes all operating personnel and creates unbalanced risk management profiles that are typically not favorable to the safety and wellbeing of firefighters.

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The following are assessment considerations that may provide insights in the assessment, risk profile and development of pre-fire plans, operational procedures and field directives to prevent history repeating events (HRE) with similar conditions and attributes;

 Construction Type

  • What is the construction type or mixed application? How does this affect suppression, rescue, special operations and typical daily operations?
  • Stage and/or Phase of construction, alterations, deconstruction, demolition and renovations
  • The Stage and/or phase of construction, alterations, deconstruction, demolition and renovation has, SIGNIFICANT impact on firefighter safety and operational integrity.
  • Understanding these stages and phases can provide mission critical decision-making considerations to incident management teams and company officers.

 Site conditions and accessibility

  • Considerations for both horizontal, vertical and grade conditions.
  • Considerations during changes in stages and phases. Expect changes
  • Conduct periodic command and company level inspections and walk-through’s

 Exposures

  • These will be specific to the commonality or uniqueness of the structure and occupancy.

 Resources

  • Do you have enough of what’s going to be needed? Plan for it now, before you’re in the street needing it “yesterday”.
  • Think BIG, as the adage goes, you can always send the companies back. Don’t under estimate the types and kind of resources needs, based upon the structure profile and the potential of undetermined conditions. (reinforces need for pre-planning)
  • Share the Knowledge, Situational Awareness and Pre-planning inf
    ormation with other agencies (resources) you may call upon to support escalating or multiple alarm events.

 Operating procedures
Again, response and operations at these types of structures demands that pre-fire plan considerations, dialog, discussions, communications and what ever else is appropriate to you organization is identified and disseminated BEFORE an alarm response occurs. Take advantage of pre-gaming and table top a target occupancy, to increase preparedness and reduce risk potential.

  • Conduct periodic command and company level inspections and walk-through’s
  • Update the plans as conditions change
  • Share the information with other agencies (resources) you may call upon to support escalating or multiple alarm events.

 Knowledge and Situational Awareness

  • Understand, explore, research and obtain ALL the necessary information on the structure(s) undergoing construction, alterations, deconstruction, demolition and renovations
  • Conduct periodic command and company level inspections and walk-through’s
  • Communicate the observations, findings, conditions and considerations.

 Communications

  • What ever you identify- COMMUNICATE this throughout the organization.
    Share the information with other agencies (resources) you may call upon to support escalating or multiple alarm events.

 Special and Unique Conditions

  • Identify and plan for the Special and Unique Conditions that may exclusive to you jurisdiction’s structure undergoing construction, alterations, deconstruction, demolition and renovations.

 Contingency Plans

  • Plan of the unexpected and have contingent plans in place.

 The magnitude and complexity of an incident involving a structure undergoing construction, alterations, deconstruction, demolition and renovations will be directly proportional to the size of the building/construction site and corresponding age profile (vintage) of the existing building, if under renovation, and degree of construction. Operational deployment and the Incident Action Plan- IAP must be addressed during strategic and tactical incident management, risk profiling and pre-incident and on-scene intelligence, reconnaissance and planning considerations: More HERE

Shopping Center Explosion: Fluid Risk Assessment

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NIOSH recently released it’s report on the Penn-Mar Shopping Center Explosion that occured on May 7, 2008 in Prince George’s County, Maryland. Report Copy HERE. A number of mission critial lessons and insights can be gained regarding initial response, command management, operational safety, tactical deployment and effective situational awareness and dynamic risk assessment through an unstable progressing incident. Here are some of the insights and specifics.

At 12:54 PM on Thursday, May 7, 2009, Prince George’s County Firefighter/Medics were dispatched to respond to the Penn-Mar Shopping Center, a large 1-story strip mall, in the 3400 Block of Donnell Drive in Forestville and arrived at 12:59 PM.  First arriving crews initiated an investigation into a strong odor of natural gas inside the businesses.  Firefighters evacuated 5 of the 6 stores that were in the area of the odor, a sixth store was vacant. 

  • Forty-five people were evacuated from the 5 stores and firefighters then started ventilation efforts and called for assistance of the Washington Gas Company.  Firefighters discovered natural gas bubbling up from the ground on the exterior rear of the vacant store and minutes later reported that there was a fire on the interior. 
  • Within a minute, at about 1:20 PM, a massive explosion occurred. 
  • A MAYDAY call was sounded and additional resources including paramedics and a second alarm of firefighters were summoned to the scene.

Large plate glass windows blew shattered glass and other debris 60-70 feet into the front parking lot, the roof assembly appeared to have been lifted up and then fell back into place and the rear brick and block wall was completely blown out.  Firefighters were in the direct line of the explosion and suffered burns and injuries from flying debris.  Firefighters were wearing their personal protective gear which is believed to have minimized injuries.  They quickly gathered themselves and checked on other crew members and civilians that may have been injured.  A total of eight firefighters sustained a variety of injuries ranging from lacerations to second degree burns.  Four Firefighters were transported to the Washington Hospital Center Burn Unit where two were treated and released and two were admitted for additional treatment.  While initially transported with serious injuries, the firefighter’s conditions have been upgraded to “good.”  Four other firefighters were transported to other area hospitals and were treated and released.  One civilian, an employee of the Washington Gas Company was also treated and released from an area hospital.  There were no injuries to any of the 45 evacuated civilians. 

 3-18-2010 9-29-48 PM

A small fire resulted from the explosion that was quickly contained and extinguished.  The investigation so far has determined that the release of natural gas occurred in the vacant store and reached an ignition point that resulted in the explosion.  The Fire/EMS Department’s Technical Rescue Team completed a through secondary post-blast search of the damaged stores confirming that everyone heeded the orders of first arriving firefighters to evacuate.  (Excerpt from PGFD Press Release 05.07.2009)

 3-18-2010 9-09-52 PM

Building Knowledge

The south side of the structure was comprised of 10 business spaces (three of which were vacant) in a strip mall designed and constructed as a Type II, noncombustible classification in the 1970s. The section of the commercial structure involved in the incident was comprised of a main 2 story building, which included 2 vacant businesses and a mall office, with an adjoining wing on the right consisting of 6 businesses (1 unoccupied) in a single story with high dropped ceilings, large attic void spaces, and a sprinkler system. In the wing along the C-side were utility rooms housing the electrical circuit panels, sprinkler system controls, and security panels. It was constructed of brick/block and mortar with large plate glass windows on the A-side, block and mortar exterior C and D-side walls, and a block and mortar interior B-side wall adjoining the rest of the structure. The roof was a commercial flat roof consisting of open web, steel bar flat roof trusses covered with corrugated metal “q-deck” with multi-layered plies of bitumen laminated roof felts and topped with a granule-surfaced cap sheet. The open web steel bar roof trusses were connected to a steel beam and column structural assembly system.

The interior walls separating the businesses were primarily light weight galvanized metal studs covered with a ½ inch gypsum wall board providing tenant separation and compartmentation. The ceiling was a suspended acoustic tile ceiling system which provided a common void space over the business occupied areas of the adjoining right wing. The businesses contained office furniture, partitions, restaurant equipment and supplies, and health and beauty equipment and products.

NIOSH Report Summary

On May 7, 2009, two captains, a lieutenant, and five fire fighters were injured during a natural gas explosion at a strip mall in Maryland. At 1254 hours, dispatch reported a natural gas leak inside a business at a strip mall. Five minutes later, the initial responding crew and the incident commander (IC) arrived on scene to find a gas company employee looking for an underground gas leak. Approximately 6 minutes later, a natural gas leak was found near the exterior rear corner of the structure. After 23 minutes on scene, approximately 45 civilians were evacuated from 7 occupied businesses.

A captain exited the rear door of the business that had called in the natural gas leak and noticed fire along the roof line. Crews in the front and rear of the structure had begun to pull hoselines as another captain was looking out the rear doorway of a middle unoccupied business and noticed the electric meter located on the exterior wall on fire. Anticipating an explosion, he tried to leap out the rear doorway. At the same time, a fire fighter had entered the front door of the unoccupied business, noticed the heavy smell of natural gas, and felt air rush by as the structure exploded. Debris and fire blew out the front, rear, and roof of the structure. The captain who tried to leap out the rear doorway was blown into the rear parking lot and the fire fighter who had entered the front of the structure was blown out the front door and covered with debris. Numerous other fire fighters, primarily near the front of the structure were blown off their feet and hit with debris.

An uninjured captain issued a Mayday, followed by the IC ordering evacuation tones and a personnel accountability report. Crews began to look for the captain who was blown out the rear doorway. He had walked around the side to the front of the structure, and radioed his location to command. Fire fighters began moving injured personnel to ambulances staged in the front parking lot. Eight fire fighters and a gas company employee were transported to local hospitals. The injuries ranged from third degree burns to an ankle sprain.

Key contributing factors identified in this investigation included: insufficient execution of the fire department’s updated standard operating guidelines (SOGs) on incidents involving flammable gas, e.g., apparatus and fire fighters operating in a flammable area (hot zone); the accumulation of natural gas in the structure’s void spaces; unmitigated ignition source; insufficient combustible gas monitoring equipment usage and training; and, ineffective ventilation techniques.

NIOSH investigators concluded that, to minimize the risk of similar occurrences, fire departments should

  • ensure that standard operating guidelines for natural gas leaks are understood and followed
  • contact utility companies (natural gas and electric) immediately to cut external supply/power to structures when gas leaks are suspected
  • ensure gas monitoring equipment is adequately maintained and fire fighters are routinely trained on proper use
  • ensure ventilation techniques are conducted after ignition sources are mitigated
  • ensure that rapid intervention teams are staged at the onset of an incident
  • ensure that collapse/explosion control zones are established when dealing with a potential explosion hazard

Although there is no evidence that the following recommendations would have prevented these injuries, they are being provided as a reminder of good safety practices.

  • provide manual personal alert safety system (PASS) or tracking devices to locate potentially missing fire fighters when SCBA are not utilized
  • ensure standard operating guidelines for communications are understood by dispatch
  • ensure adequate staffing for emergency medical services and rapid intervention teams (RITs)
  • ensure training is evaluated for rank and skill levels across the combination department personnel

Contributing Incident Factors

Occupational injuries and fatalities are often the result of one or more contributing factors or key events in a larger sequence of events that ultimately result in the injury or fatality. NIOSH investigators identified the following items as key contributing factors in this incident that ultimately led to the injuries of eight fire fighters:

  • Insufficient execution of the fire department’s updated standard operating guideline on incidents involving flammable gas, e.g., apparatus and fire fighters operating in a flammable area (hot zone).
  • The accumulation of natural gas in the structure’s void spaces.
  • An unmitigated ignition source.
  • Insufficient combustible gas monitoring equipment usage and training
  • Ineffective ventilation techniques.

Building Knowledge=Fire Fighter Safety

When was the last time you and your company took a good look around some of your commercial shopping centers, strip centers, malls and business retail complexes? There is a wealth of mission critical information to be gained by conducting a basis walk through and looking at some key construction, configuration, layout and access and utilities features.

Take note of the structural systems that comprise the roof assemblies and the wall and supporting interface. Identify the basic volume of the commercial spaces paying close attention to the common tenant storage, storerooms, access and transfer loading dock and delivery areas.  Focus and take note of the fire loading and its expected degree of fire behavior and intensity. Check out the condition and operability of the fixed suppression systems and the integrity of fire barriers and separations.

There’s so much “free” data and information to be gained by going “shopping”; all of which will transcend and can be retrieved at such time a response materializes at that location in the future. If you can, capture the pertinent information into your pre-fire planning data base and make sure you discuss and share your observations, postulated strategies and tactics around the kitchen table or as a table top exercise or better yet in the form of an on-site drill or multi-company training exercise.

Be prepared for the unexpected and always use extreme caution and heightened situational awareness and fluid risk assessment and reconnaissance processing to stay atop of any undefined and evolving incident. Do not allow the potential lack of severity; of what may have all the indications of an unremarkable/uneventful and common call run such as a gas odor investigation or a natural gas leak cause your companies to have less than a high level of alert, focus and attentive accretions through all phases and deployments of the incident. Don’t become complacent.

In addition, take a look at some information relate to another tragic incident response to a reported gas leak that occurred in December, 1983 that lead to five fire fighter LODD’s in Buffalo, New York. HERE

Archived Report From STATter911, from May, 2009 HERE and recent 2010 update HERE with fireground Audio

Prince George’s County (MD) Fire Press Release from May 7, 2009, HERE

Slide Show from WUSA9.com HERE 

BING mapping Images, HERE

NIOSH Compilation of Line-of-Duty Injury and Death Investigation Reports and Publications CD

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3-18-2010 5-26-09 PMIf you’re looking for a great resource check this out at NIOSH’s Fire Fighter Fatality Investigation Program and Prevention Program. HERE.

NIOSH is offering a Compilation of Line-of-Duty Injury and Death Investigation Reports and Publications CD. This CD-ROM contains a compilation of all NIOSH fire fighter fatality and injury investigation reports completed through August 2009. Since 1998 NIOSH has investigated over 420 incidents involving fire fighter line-of-duty deaths and injuries. This CD-ROM also contains 21 NIOSH publications and 1 Safety Advisory covering a number of topics specific to fire fighter safety and health.

CD ROMs of this publication can be downloaded directly from the web site and a copy created using CD authoring software.

Fire Fighter Fatality Investigation and Prevention Program web site HERE

Risk versus Gain: Operations in Vacant or Abandoned Structures

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DFD102406138Risk versus Gain: Operations in Vacant or Abandoned Structures

Fire Fighter LODD after Being Trapped in a Roof Collapse During Overhaul of a Vacant/Abandoned Building. NIOSH recently published a report on a 2008 LODD that occurred in a vacant/ abandoned building. NIOSH Report F2008-0037. The full report is available HERE. Let’s look at some insights and overviews of that report.

Report Summary

On November 15, 2008, a 38-year-old male fire fighter  died after being crushed by a roof collapse in a vacant/abandoned building. Fire fighters initially used a defensive fire attack to extinguish much of the fire showing from the second-floor windows on arrival. After the initial knockdown, fire crews entered the second floor to perform overhaul operations. During overhaul, the roof collapsed with several fire fighters still inside, on the second floor. The victim and two other fire fighters were trapped under a section of the roof. Crews were able to rescue two fire fighters (who self-extricated), but could not immediately find the victim. After cutting through roofing materials, the victim was located by fire fighters, unconscious and unresponsive.

He was removed from the structure and transported to a local hospital where he was pronounced dead. Key contributing factors identified in this investigation include: dilapidated building conditions, incendiary fire originating in the unprotected structural roof members, inadequate risk-versus-gain analysis prior to committing to interior operations involving a vacant/abandoned structure, inadequate accountability system, lack of a safety officer, an inadequate maintenance program for self-contained breathing apparatus (SCBA) and a poorly maintained and likely inoperable personal alert safety systems (PASS), ineffective strategies for the prevention of and the remediation of vacant/abandoned structures and arson prevention.

Inherent Construction Issues

This incident occurred in a vacant unsecured residential structure which had experienced a previous fire approximately one year prior to this incident. During interviews with NIOSH investigators, fire fighters reported large amounts of fire showing from all windows on the second floor on arrival. Fire fighters also reported that the roof had burned through on the Side B/C and one fire fighter reported he could see the sky while ascending the interior stairs to perform overhaul. It is not known if the roof conditions were communicated to the incident commander before fire fighters were assigned to operate on the roof. The fire fighters were unaware of the conditions such as the exposed roof assembly, possible removal of rafter connectors (collar beams), and the use of a flammable liquid in the structural members of the roof and second floor attic area. The roof assembly (being unprotected) was directly involved as part of the fuel in this fire.

The large dormer on the A-side presents an identifiable inherent risk factor (due to the potential for structural compromise or failure) when found on 1.5 story bungalow style residential structure due to the integral manner in which the dormer structure, i.e., roof rafters, dormer framing and roofing boards along with the functionality of the ridge beam must function in order to retain structural integrity under fire conditions. The dormer may be actually supported at the upper end directly onto the roofing boards, which in turn are supported by the perpendicular roof rafters. This creates a potential area for pronounced degradation when exposed to direct or indirect flame impingement creating an area prone to early structural compromise and eventual failure.

Although the initial defensive strategy in fighting the fire was successful in knocking down the fire, the incident commander may have benefited from a continuous risk-versus-gain analysis before allowing crews to operate on interior during overhaul. The first arriving officer reported that he performed a walk around prior to allowing crews to enter the structure and the building appeared intact, but he would not have known of the alterations to the interior roof system and the removal of critical structural members. Interior condition and roof condition reports might have revealed the burned-through area of the roof, and tactics could have been altered to keep fire fighters off the roof and out of the structure.

Report Recommendations included;

  • Ensure that the incident commander conducts a risk-versus-gain analysis prior to committing to interior operations in vacant/abandoned structures and continues the assessment throughout the operations
  • Ensure SOPs are developed for fighting fires in vacant/abandoned buildings
  • Ensure that the incident commander maintains close accountability for all personnel operating on the fireground
  • Ensure that a separate incident safety officer, independent from the incident commander, is appointed at each structure fire
  • Ensure that a respiratory protection program is in place to provide for the selection, care, maintenance, and use of respiratory protection equipment, including PASS devices.

Additionally, municipalities and local authorities having jurisdiction should:

  • Develop strategies for the prevention of and the remediation of vacant/abandoned structures and for arson prevention.

Although there is no evidence that the following recommendations could have prevented this fatality, NIOSH investigators recommend that fire departments:

  • Ensure that an EMS unit is on scene and available for fire fighter emergency care at working structure fires
  • Develop inspection criteria to ensure that all protective ensembles meet the requirements of NFPA 1851, Standard on Selection, Care, and Maintenance of Protective Ensembles for Structural Fire Fighting and Proximity Fire Fighting
  • Be aware of programs that provide assistance in obtaining alternative funding, such as grant funding, to replace or purchase fire equipment that can support critical fire department operations.

Vacant or Unoccupied: Tactical Risk and Safety

I’ve commented on this subject a few times. We seem to do a lot of things at times out of common practice and repetition, you know; “We’ve always done it that way….” syndrome. There’s a resonating theme that is making its way around the fire service dealing with going to a defensive tactical posture at vacant or unoccupied structure fires.

This command posture leads to limiting interior operating engagement, while promoting a high degree of risk management. With that being said, there are also plenty of opinions on these types of policies as such, since this type of tactical effort may be contrary to the local “culture and traditions” of the responding agencies and may be a hard pill to swallow, since we’re in the job of “ fighting ALL fires..” Please refresh your memories on a past post on Tactical Entertainment HERE and HERE

Here are some basic definitions to keep us all on the same playing field;

Vacant; refers to a building that is not currently in use, but which could be used in the future. The term “vacant” could apply to a property that is for sale or rent, undergoing renovations, or empty of contents in the period between the departure of one tenant and the arrival of another tenant. A vacant building has inherent property value, even though it does not contain valuable contents or human occupants.

Unoccupied; generally refers to a building that is not occupied by any persons at the time an incident occurs. An unoccupied building could be used by a business that is temporarily closed (i.e. overnight or for a weekend). The term unoccupied could also apply to a building that is routinely or periodically occupied; however the occupants are not present at the time an incident occurs. A residential structure could be temporarily unoccupied because the residents are at work or on vacation. A building that is temporarily unoccupied has inherent property value as well as valuable contents.

Here’s a formulative question;

  • As a responding company, you arrive at the scene of a vacant or unoccupied structure. The building’s construction features and systems have inherent risk associated with the occupancy, (as is the case with nearly all of our structures and occupancies).
  • Your company determines that you’re going to go defensive, even though you probably could make a reasonably safe entry and engage in interior structural fire suppression.
  • Would there be any repercussions in your station, battalion/district/community or organization if you took this tactic?
  • What are YOUR personal thoughts on this form of risk management?

 Some insights, HERE and HERE, HERE, HERE and HERE

Additional Links, HERE, HERE and HERE

The “Routiness” of Success, Or Not..

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BM11

It’s no longer just brute force and sheer physical determination that define structural fire suppression operations. Aggressive firefighting must be redefined and aligned to the built environment and associated with goal oriented tactical operations that are defined by risk assessed and analyzed tasks that are executed under battle plans that promote the best in safety practices and survivability within known hostile structural fire environments, while maintaining the values and traditions that defines the fire service.”- Christopher Naum

The lack of appreciation and the understanding of correlating principles involving fire behavior, fuel and rate of heat release and the growth stages of compartment fires within a structural occupancy are the defining paths from which the fire service must reexamine coordinated suppression operations in order to identify with; the predictability of occupancy performance during fire suppression operations, thus increasing suppression effectiveness and firefighter safety.

Our buildings have changed; the structural systems of support, the degree of Compartmentation, the characteristics of materials and the magnitude of fire loading. The structural anatomy, predictability of building performance under fire conditions, structural integrity and the extreme fire behavior; accelerated growth rate and intensively levels typically encountered in buildings of modern construction during initial and sustained fire suppression have given new meaning to the term combat fire engagement.

 

 It begs to suggest that many of today’s incident commanders, company officers and firefighters lack the clarity of understanding and comprehension that correlate to the inherent characteristics of today’s buildings, construction and occupancies and the need for refined suppression operations within the modern building construction setting.

 

We assume that the routiness or successes of our operations and incident responses equates with predictability and diminished risk to our firefighting personnel. Does your company, your officers, your commanders, your department treat all things as equals when addressing the variables of structural combat fire operations? Is the equation of Occupancy Risk balanced with Occupancy Type? Are inherent structural stability and compromise conditions adequately identified and considered in the evolving progression of an incident action plan? Or do SOP and SOG’s drive the manner in which fire ground strategies and tactics are orchestrated and implemented at the company task level?

 

How does this fit into your “culture, values and philosophy as a firefighter, officer or commander?”

Building Behaving Badly

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Buildings Behaving Badly; Ok, it’s been a very quiet morning. Nothing much in the way of any work or excitment. The bells come in….Your company gets a dispatch for a report of walls showing signs of cracking and movement in the building. You arrive at curb side with the balance of the one and one assignment to find that you have a thirteen story apartment building lying in its  side on the ground. Now; how are you going to transmit that “on-scene size-up and status report?”…..The following are a series of exceptional photos from of all places China that depict a thirteen story apartment building that clearly behaved badly. The unoccupied apartment building toppled over due a series of design flaws and environmental factors. “Engine 21 to dispatch….can you fill the box and strike a fifth alarm…reporting a thirteen story apartment building laying on the ground……”  “Oh, and by the way; you may want to notify the Fire Chief on this one….”

 001 

There are some of the known facts;

  • An underground garage was being dug on the south side, to a depth of 15 feet (4.6 meters)
  • The excavated dirt was being piled up on the north side, to a height of 33 feet (10 meters)
  • The building experienced uneven lateral pressure from south and north
  • This resulted in a lateral pressure of 3,000 tonnes; which was greater than what the pilings could tolerate.
  • The building was evacuated as conditions were becoming obvious that there was a problem
  • The Building was constructed on grade with no basement foundation a series of pilings

    The Building was constructed on grade with no basement foundation a series of pilings

    Construction was started on the north side of the building for an underground garage to be built. The excavated soil was piled on the south side of the building

    Construction was started on the north side of the building for an underground garage to be built. The excavated soil was piled on the south side of the building

    Environmental conditions-Heavy Rains resulted in significant water saturation into the ground and foundation

    Environmental conditions-Heavy Rains resulted in significant water saturation into the ground and foundation

    The building began to shift due to the tremendous uneven lateral forces being applied from the soil pile, water saturation and soil movement in the foundation. This caused the concrete pilings to snap at the base

    The building began to shift due to the tremendous uneven lateral forces being applied from the soil pile, water saturation and soil movement in the foundation. This caused the concrete pilings to snap at the base

    This caused the building to begin a slow tilt, followed by it toppling over in one unified piece

    This caused the building to begin a slow tilt, followed by it toppling over in one unified piece

    007

    Thus the entire building toppled over in the southerly direction.If the adjacent Apartment buildings were closer in proximity, the likelihood of domino effect would have occurred.

    008

    009

     0010

     0011

    0012

    0013

     

    The Apartment Building was built to a height of 13 stories, on grade with no basement or foundation. It was "anchored" to grade with "Hollow" concrete pilings with NO reinforcing bars

    The Apartment Building was built to a height of 13 stories, on grade with no basement or foundation. It was "anchored" to grade with "Hollow" concrete pilings with NO reinforcing bars

    Predictability of Occupancy Performance during Suppression Operations

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    2-2-2009 3-20-14 PMOur buildings have changed; the structural systems of support, the degree of compartmentation, the characteristics of materials and the magnitude of fire loading. The structural anatomy, predictability of building performance under fire conditions, structural integrity and the extreme fire behavior; accelerated growth rate and intensively levels typically encountered in buildings of modern construction during initial and sustained fire suppression have given new meaning to the term combat fire engagement.

    The rules for combat structural fire suppression have changed, but we have yet to write the rule book from which the new games plans must be derived. We seek the elusive “Rosetta stone” that aligns and interprets the emerging and traditionalist acumen related to fire stream effectiveness, flow rates, cooling capacity, extreme fire behavior and fire dynamics, compartment fire theory, propagation and cooling capacity and tactical deployment all relate towards defining an engineering approach to firefighting tactics versus the manual, labor-driven tactics of line deployment and rudiment placement of water on a fuel source within the fire compartment (room).

    It’s no longer just brute force and sheer physical determination that defines structural fire suppression operations. It begs to suggest that many of today’s incident commanders, company officers and firefighters lack the clarity of understanding and comprehension that correlate to the inherent characteristics of today’s buildings, construction and occupancies and the need for refined engine company operations within the modern building construction setting. We assume that the routiness or successes of our operations and incident responses equates with predictability and diminished risk to our firefighting personnel.

    The work of such notable suppression theory pioneers as P. Grimwood, E. Hartin, S. Särdqvist and S. Svennson and the concepts surrounding 3D firefighting, B-SAHF and other emerging research from the NIST and UL are areas that today’s discerning and progressive fire officer and commanders must become well-informed and conversant. The quantitative scientific data and emerging concepts from continuing research and testing such as the NIST’s Wind Drive Fire Studies and UL’s The Structural Stability of Engineered Lumber in Fire Conditions are providing enlightenment on fire development, fuel controlled and ventilation controlled fire development, operational time-duration parameters and degradation and failure mechanisms related to compromise and structural collapse in occupancies.

    Our current generation of buildings, construction and occupancies are not as predictable as past conventional construction, therefore risk assessment, strategies and tactics must change to address these new rules of combat structural fire engagement.

    • Building Construction Systems
      • Heritage
        • Pre-1919
      • Legacy
        • 1920-1949
      • Conventional
        • 1950-1979
      • Engineered
        • 1980-2010
      • Hybrid
      • Chameleon

    The fundamental compartment that comprised a typical room configuration in terms of area (square footage), volume (height/Width), furnishings (fire load package) and materials of construction (structural anatomy) found within conventional, legacy or heritage construction provided predictability in terms of fire suppression, fire behavior, operational time and survivability (civilian/firefighter). The dramatic changes since the early 1980’s in the evolution of modern building construction and the institutionalization of engineered structural systems (ESS) have created compartment (room) areas in excess 500 SF, volumes that are open and spaciously interconnected to other habitable space, fire load packages that create extreme fire behavior, compromising structural stability in shorter time spans creating decreasing interior operational time and requiring increasing fire flow rates and volume to sustain requisite extinguishment demands.

    Commanders and Company Offices need to gain new insights and knowledge related to the modern building occupancy and to modify and adjust operating profiles in order to safe guard companies, personnel and team compositions. Strategies and tactics must be based on occupancy risk not occupancy type and must have the combined adequacy of sufficient staffing, fire flow and nozzle appliances orchestrated in a manner that identifies with the fire profiling, predictability of the occupancy profile and accounts for presumed fire behavior. Today’s engine company operations and fire suppression theory has to progress beyond the pragmatic approaches to fire suppression such as “Big Fire-Big Water principle.

    When we look at various buildings and occupancies, past operational experiences; those that were successful, and those that were not, give us experiences that define and determine how we access, react and expect similar structures and occupancies to perform at a given alarm in the future. Naturalistic (or recognition-primed) decision-making forms much of this basis. We predicate certain expectations that fire will travel in a defined (predictable) manner that fire will hold within a room and compartment for a predictable given duration of time; that the fire load and related fire flows required will be appropriate for an expected size and severity of fire encountered within a given building, occupancy, structural system; in addition to having an appropriately trained and skilled staff to perform the requisite evolutions.

    Executing tactical plans based upon faulted or inaccurate strategic insights and indicators has proven to be a common apparent cause in numerous case studies, after action reports and LODD reports. Our years of predictable fireground experience have ultimately embedded and clouded our ability to predict, assess, plan and implement incident action plans and ultimately deploy our companies-based upon the predictable performance expected of modern construction and especially those with engineered structural systems.

    If you don’t fully understand how a building truly performs or reacts under fire conditions and the variables that can influence its stability and degradation, movement of fire and products of combustion and the resource requirements for fire suppression in terms of staffing, apparatus and required fire flows, then you will be functioning and operating in a reactionary manner, that is no longer acceptable within many of our modern building types, occupancies and structures. This places higher risk to your personnel and lessens the likelihood for effective, efficient and safe operations. You’re just not doing your job effectively and you’re at RISK. These risks can equate into insurmountable operational challenges and could lead to adverse incident outcomes. Someone could get hurt, someone could die, it’s that simple; it’s that obvious.

    Considerations for changing fire flow rates, the sizing of hose line and the adequacies for fire flow demand and application rates, staffing needs for safe operations, considerations for defensive positioning and defensive operating postures must be considered, and it warrants repeating again; Reckless-Aggressive firefighting must be redefined in the built environment and associated with goal oriented tactical operations that are defined by risk assessed and analyzed tasks that are executed under battle plans that promote the best in safety practices and survivability within known hostile structural fire environments- with determined, effective and proactive firefighting

    • Doctrine of Combat Fire Engagement
      • Predictive Strategic Process
      • Tactical Deployment Model
      • Dynamic Tactical Deployment
      • Performance Indicators and Street Aides
        • Fire Dynamics
        • Resistance
        • Resilience
        • Structural Systems
        • Occupancy Hazard Profiles

    The traditional attitudes and beliefs of equating aggressive firefighting operations in all occupancy types coupled with the correlating, established and pragmatic operational strategies and tactics must not only be questioned, they need to be adjusted and modified; risk assessment, risk-benefit analysis, safety and survivability profiling, operational value and firefighter injury and LODD reduction must be further institutionalized to become a recognized part of modern firefighting operations.

    Aggressive firefighting must be redefined and aligned to the built environment and associated with goal oriented tactical operations that are defined by risk assessed and analyzed tasks that are executed under battle plans that promote the best in safety practices and survivability within known hostile structural fire environments.

    Our current generation of buildings, construction and occupancies are not as predictable as past conventional or legacy construction and occupancies;

    • Risk assessment, strategies and tactics must change to address these new rules of structural fire engagement.
    • You need to gain the knowledge and insights and to change and adjust your operating profile in order to safe guard your companies, personnel and team compositions.
    • Again strategic firefighting operations; Strategies and tactics must be based on occupancy risk not occupancy type.

    The following are quotes from Fire Chief Anthony Aiellos (ret) Hackensack (NJ) Fire Department, Fire Chief during the Hackensack Ford Fire, July, 1988…

    “If you don’t fully understand how a building truly performs or reacts under fire conditions and the variables that can influence its stability and degradation, movement of fire and products of combustion and the resource requirements for fire suppression in terms of staffing, apparatus and required fire flows, then you will be functioning and operating in a reactionary manner. This places higher risk to your personnel and lessens the likelihood for effective, efficient and safe operations. You’re just not doing your job effectively and you’re at RISK. These risks can equate into insurmountable operational challenges and could lead to adverse incident outcomes”.

    Building Types

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    newyork-ogleThe United States Fire Administration (USFA) recently published a series of bulletins under their highly acclaimed Coffee Break Training series of informational bulletins. This series provided insights and awareness of how Buildings are “types” from a codes perspective related to fire resistance. All firefighters and officers need to have a firm understanding of the principles, concepts and methodologies of building construction. Another mission critical concept that I’ve discussed recently is operational risks and tactical deployment must be based upon Occupancy Risk, not Occupancy Type.

    Remember; Building Knowledge = Firefighter Safety.

    Here are the USFA document links;

    Part 1: Understanding Construction “Types, HERE

    Part 2: Where Fire Resistance May Be Required, HERE

    Part 3: Fire-Resistive Assemblies, HERE

    Part 4: How Fire Resistance Ratings are measured, HERE

    Part 5: Understanding Construction: Fire Test “Survival”, HERE

    Part 6: Required Fire Resistance, HERE

    Part 7: Fire Resistance Based on Separation, HERE

    More on Building Types in an upcoming post.

    UL Fire Resistive Assemblies Information, HERE

    Rating Definitions, HERE

    It’s more than just Size-Up; Situational Awareness and Dynamic Risk Assessment

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    FLASHO1Dynamic Risk Assessment is commonly used to describe a process of risk assessment being carried out in a changing or evolving environment, where what is being assessed is developing as the process itself is being undertaken.
    This is further problematical for the Incident Commander when confronted with competing or conflicting incident priorities, demands or distractions before a complete appreciation of all mission critical or essential information and data has been obtained. The dynamic management of risk is all about effective, informed and decisive decision making during all phases of an incident.
    Situation Awareness, [SA], is the perception of environmental elements within a volume of time and space, the comprehension of their meaning, and the projection of their status in the near future. It is also a field of study concerned with perception of the environment critical to decision-makers in complex, dynamic situations and incidents.
    Both the 2006 and 2007 Firefighter Near-Miss Reporting System Annual Reports identified a lack of situational awareness as the highest contributing factor to near misses reported. Situation Awareness (SA) involves being aware of what is happening around you at an incident to understand how information, events, and your own actions will impact operational goals and incident objectives, both now and in the near future. Lacking SA or having inadequate SA has been identified as one of the primary factors in accidents attributed to human error (Hartel, Smith, & Prince, 1991) (Nullmeyer, Stella, Montijo, & Harden, 2005). Situation Awareness becomes especially important in work related domains where the information flow can be quite high and poor decisions can lead to serious consequences.
    To the Incident commander, Fire Officer or firefighter, knowing what’s going on around you, and understanding the consequences is mission critical to incident stabilization and mitigation and profoundly crucial in terms of personnel safety. The integration of Situational Awareness and Dynamic Risk Assessment is a mission critical element in strategic incident command management and company level tactical operations as we go forward into the next decade.
    Traditional incident scene size-up is antiquated and no longer appropriate or applicable to modern fire service operations.Situational awareness is a combination of attitudes, previously learned knowledge and new information gained from the incident scene and environment that enables the strategic commanders, decision-makers and tactical companies to gather the information they need to make effective decisions that will keep their firefighters and resources out of harm’s way, reducing the likelihood of adverse or detrimental effects.
    According to a 1998 published TriData study report, “Situational Awareness is one of the most difficult skills to master and is a weakness in the fire community. The report goes on to state that “The culture must change so that [personnel] are observing, thinking, and discussing the situation constantly.” It’s all about implementing effective human performance tools; perceptions versus reality, expectations versus realization, comprehension and forecasting, informed decision-making and calculated and formulated risk.
     
    It’s a whole lot more than just “Size-Up”.  What do you think?

    Twenty Ten

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    august_detailAs we transition into a new year, and as plans begin to take place that frame and outline the year’s activities, foremost in this planning, preparation, scheduling and outlook should be those activities and commitments that training, education and skill development can be implemented and enhanced. Take the initiative to recognize and identify training and operational gaps and distinguish the risk and options available to lessen or eliminate the risk and reduce the gap deficiencies. Take the time to implement effective, accurate and frequent training and skill development drills, training curriculums and programs.

    Don’t sacrifice or forego on this mission critical area when so much is at stake in the domain of combat structural fire suppression. Understand the predictability of performance in the buildings and occupancies not only in your jurisdiction, first or second-due areas, but also in those areas that you may be called upon to respond to for greater alarms or mutual aid. Remember Building Knowledge = Firefighter Safety.

    Keep an eye in the rear view mirror; learning from the wisdom and knowledge from where you’ve been, what you’ve done and all your past experiences and practice; but at the same time focusing on the road before you with keen attentiveness on situational awareness, anticipating error-likely conditions and balanced risk assessment and operational management in both your strategic and tactical deployments. 

    Twenty Ten(2010)

     Here are twenty (20) Suggested activities or initiatives for you to consider in 2010….

    Above all, be safe in all your endeavors, assignments and incident tasks.

    1. Regardless of my years of experience, I will increase my understanding of the basic principles of Building Construction, because; Building Knowledge=Firefighter Safety.  
    2. Identify ten (10) buildings within your first-due or response district and complete a pre-fire plan and present this to my company of organization.
    3. Identify an area where new residential construction is underway and follow the construction process from foundation through completion to gain an understanding of operational issues.
    4. I will complete the UL Structural stability of engineered lumber in fire conditions online course and implement the lessons learned in my strategic and tactical operations.
    5. I will not take any building or occupancy for granted, and shall take all precautions to ensure crew integrity and safety during my task assignments.
    6. Complete a 360 assessment of all buildings upon arrival, when ever feasible to gain reconnaissance information on the building and incident risks and implement this info into my strategic, tactical plans or company task assignments.
    7. Research the issues affecting; Engineered Structural Systems (ESS), Fire Behavior/Fire Dynamics or Fire Suppression Management/Fire Loading and develop a training drill to share the lessons learned.
    8. Select a new or previous published fire service text book and read up on a subject area that I may have neglected or ignored to increase my skill set.
    9. Implement an objective approach towards effective risk assessment and profiling of all buildings and occupancies during incident operations and implement balanced tactical deployment with aggressive/measured assignments; recognizing that my company and I are not invincible.
    10. During demanding Combat Structural Fire Engagements, I will; Do the Right Thing at the Right Time for the Right Reasons and will not practice Tactical Entertainment.
    11. Read the Report of the Week (ROTW) on the National Firefighter Near-Miss Reporting System web site and share the operating experience (OE) lessons with my company or department, to reduce the likelihood of a similar or more serious event.
    12. I will read Ten (10) NIOSH Firefighter Fatality Investigation and Prevention Program Reports and present the lessons learned in a discussion, table top, drill or training program.
    13. I will attend a regional or national training conference to increase my perspective and awareness of other firefighting, safety or operational methodologies, process or practices to increase firefighter safety in my home organization.
    14. I will increase my understanding of the NFFF Everyone Goes Home Program initiatives, including the Sixteen Firefighter Life Safety Initiatives, Safety Thru Leadership and the Courage to Be Safe Programs and other new program initiatives and advocate and promote enhanced safety measures in my organization.
    15. I will advocate and promote safe and defensive apparatus operations during emergency responses and will always buckle-up my seat belt and ensure my crew is always belted-in, not placing my company at risk and obeying traffic signals and postings.
    16. I will implement the New Rules of Engagement during combat structural fire operations; while monitoring and reacting to on-going building performance and fire behavior.
    17. I will increase my understanding of the Predictability of Building Performance and base my operational deployments on Occupancy Risk not Occupancy Type.
    18. I will become a mentor to a new or less experienced firefighter and promote the traditions, honor and duty of our fire service profession, tempered with an emphasis on firefighter safety, survival and wellness.
    19. I will take NO emergency incident responses as being routine in nature, due to frequency , regularity or  past performance, demands or outcomes, nor will I take any building for granted; Company, Team and personal safety and integrity is paramount and I will not be complacent, but remain vigilant based upon my training, skills and experience.
    20. This one’s for you to identify and fill in………..

    Ensure you’re glancing occasionally in your rear view mirror to monitor where you’ve been, while driving your initiatives, programs, processes and actions forward. Above all, maintain the courage to be safe. We don’t know what’s in the cards on any given day, but the citizens we protect can rest assured, we will do our job as firefighters, to the best of our abilities, because of who we are; today, in 2010 and certainly well into the next decade and beyond. Stay safe, with the hopes for a Happy New Year.

    Predicated Building Performance

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    6When we look at various buildings and occupancies, past operational experiences; those that were successful, and those that were not, give us experiences that define and determine how we access, react and expect similar structures and occupancies to perform at a given alarm in the future. Naturalistic (or recognition-primed) decision-making forms much of this basis.

    We predicate certain expectations that fire will travel in a defined (predictable) manner that fire will hold within a room and compartment for a given duration of time, that the fire load and related fire flows required will be appropriate for an expected size and severity of fire encountered within a given building, occupancy, structural system. That may be true for conventional or legacy structures, but what about modern construction and engineered structural systems? Same expectations?…….

    What do you think?

    There’s a great series of photos depicting initial operations at a small-sized (square foot) single family residential occupancy fire that captures fire and smoke behavior, HERE and HERE

    Take at look the at this residential fire and interior attack that injured a number of Maryland Firefighters HERE

    Take a moment to look back at an incident: On December 18, 1998, Three FDNY Firefighters died in-the line of duty while conducting suppression and rescue operations at fire on the tenth floor of 10-story high-rise apartment building for the elderly. This wind-driven fire event and the lessons-learned contributed directly to the current body of research and new insights on emerging strategies and tactics. NIOSH Report HERE. NIST References HERE

    Take the time to remember FDNY Lt. Joseph Cavaleiri, FF Christopher Bopp and Firefighter James Bohan from Ladder 170

    Wind Driven Mansion Fire

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    YouTube Preview Image

    A million dollar Baltimore County, Maryland  home was destroyed Sunday December 13, 2009  by a fire that tore through the 4,700-square-foot structure with such intensity that firefighters were forced to battle the flames from the exterior. Shortly after 21:00 hours, Baltimore County Fire Dispatch alerted crews for Fire Box 50-2 at 12607 Nancy Lee Court in the Worthington Trace subdivision in the Chestnut Ridge area. As firefighters were responding, dispatch advised they were receiving multiple calls to 911, with some reporting the entire house was on fire. While en route to the scene, Chestnut Ridge Volunteer Fire Company Captain Dan Uddeme reported heavy fire was visible and requested a 2nd alarm and a Tanker Strike Team as the house sits in an area without fire hydrants. Upon arrival, Capt. Uddeme reported fire had consumed the entire 2nd floor and roof area and was spreading. Firefighters were forced to use exterior operations due to the heavy volume of fire. Responding units set up for rural water operations, shuttling more than 17,000 gallons of water from an underground tank on Greenspring Avenue and Walnut Avenue near the scene. Reisterstown Volunteer Fire Companys Engine 412 was also utilized for its Compressed Air Foam System, with several handlines and the ladder pipe from Glyndon Volunteers Truck 404 flowing foam. The Baltimore County Fire Investigation Division is investigating to determine the fires cause and origin. Video and data was obtained from Michael Schwartzberg’s Firepix1075 . Additional photos, HERE and newsreports, HERE

    While watching the video, take the time to listen to the wind howling across the mic and observe the intesity level of the fire severity and propogation in the Charlie side. This provides an opportunity for those that are not familiar with the NIST Wind Driven Fire Studies or the PWC (VA) Kyle Wilson LODD to take some time to read about the affects of wind on incident operations, strategies and tactical personnel safety. This was a 4,700 SF large volume residential structure. Think about the performance and your deparment’s capabilities? Remember, it’s not “just” a house fire

    Take a look at the Prince William County (VA) Fire & Rescue case study information related to Technician I Kyle Wilson – LODD Report. This event: Technician Kyle Wilson died in the line of duty on April 16, 2007 while performing search and rescue operations at a house fire on Marsh Overlook Drive, located in the Woodbridge area of Prince William County. On that day, Technician Wilson was part of the firefighter staffing on Tower 512 which responded to the house fire that was dispatched at 0603 hours. The Prince William County area was under a high wind advisory as a nor’eastern storm moved through the area. Sustained winds of 25 mph with gusts up to 48 mph were prevalent in the area at the time of the fire dispatch to Marsh Overlook Drive. Initial arriving units reported heavy fire on the exterior of two sides of the single family house and crews suspected that the occupants were still inside the house sleeping because of the early morning hour. A search of the upstairs bedroom commenced for the possible victims. A rapid and catastrophic change of fire and smoke conditions occurred in the interior of the house within minutes of Tower 512’s crew entering the structure. Technician Wilson became trapped and was unable to locate an immediate exit out of the hostile environment. Mayday radio transmissions were made by crews and by Technician Kyle Wilson of the life-threatening situation. Valiant and repeated rescue attempts to locate and remove Technician Wilson were made by the firefighting crews during extreme fire, heat and smoke conditions. Firefighters were forced from the structure as the house began to collapse on them and intense fire, heat and smoke conditions developed. Technician Wilson succumbed to the fire and the cause of death was reported by the medical examiner to be thermal and inhalation injuries.

    National Institute of Standards and Technology – NIST Wind Driven Fire Research HERE Smoke and heat spreading through the corridors and the stairs of a building during a fire can limit building occupants’ ability to escape and can limit fire fighters’ ability to rescue them.  Changes in the building’s ventilation or presence of an external wind can increase the energy release of the fire.  This can also increase the spread of fire gases through the building.  In some cases, such as the Cook County Administration Building fire in October 2003, the fire gas flow, into the corridors and the stairway prevented fire fighters from suppressing the fire from inside the structure.  This fire resulted in 6 building occupant fatalities and fire fighter injuries in the stairway.  The Fire Department of New York City has experienced many wind driven fire incidents which have resulted in fire fighter fatalities and injuries.

    What tactics or tools are appropriate for use with a wind driven fire and how should the tactics or tools be implemented?  Positive Pressure Ventilation (PPV) is being used by fire departments on smaller structures, such as single family homes, to control the fire flow by introducing pressure from the front door and venting the house through a strategic exit opening.  If done correctly, this tactic can remove significant amounts of heat and smoke from the structure, thus improving the fire fighters’ working environment and improving the chances of survival for the building occupants.  NIST has completed several studies which have a two fold impact: 1) providing guidance on the safe use of PPV and 2) characterizing and validating the modeling of PPV with a computational fluid dynamics (CFD) computer model, so that the model can be used as a training tool for the fire service. Fire Chief Magazine article HERE

  • A video of one of the wind driven fire experiments showing the pulsing flames out of the window. Pulsing Fire(83 MB)
  • A video of one of the wind driven fire experiments showing the deployment of a Wind Control Device (WCD). WCD Deployment. (40 MB)
  • A 4-view video of one of the wind driven fire experiments on the 7th floor. Governor’s Island Wind Driven Fire (368 MB)
  • A 4-view video of one of the wind driven fire experiments conducted where the wind control curtain is deployed. The video is 4 times real time. WDF Curtain Deploy (486 MB)
  • An 8-view video of experiment number five conducted at the Large Fire Building at NIST’s Gaithersburg Campus which examined the impact of a WCD on a wind driven fire.  The video is 4 times real time. Experiment 5-Oct View (450MB)
  • An 8-view video of experiment number eight conducted at the Large Fire Building at NIST’s Gaithersburg Campus which examined the impact of externally applied water, solid stream and fog stream, at 160 gpm.  The video is 4 times real time. Experiment 8- Oct View (419MB)
  • The New Lexicon and Challenges

    3 comments

    Floor TrussOf the many issues affecting the Fire Service, the prevailing challenge that has a pronounced impact on operational safety is the assimilation of engineered structural systems (ESS) into mainstream building design and construction. The presence of engineered structural systems (ESS) are no longer considered to be an innocuous feature in a given building or occupancy; it is the predominate feature in nearly all current construction, renovation and adaptive reuse or infill applications. It has become far more than just concerning ourselves with the presence of a simple light-weight or “engineered” truss roof system or a wood I-beam  floor assembly.

    There is a new lexicon of building construction components and systems that must be added to your operational safety vocabulary and incident action plans. There is a new terminology, applications and a knowledge base to learn that will support operational excellence and support the integrity of incident safety performance of companies and personnel. Do you know what they represent and how these components, assemblies and systems may affect or influence an incident?

    The fire service continues to apply the term “light weight construction” to a wide variety of building construction and systems. This expression has become a miss-application of both term and the correlation of risk and severity related to operational profiling. In other words, we apply and express the use of “light weight construction” for all types of engineered components, systems, designs and assemblies in nearly all types of building construction and occupancy use. Although the roots of the term can be traced back to the early 1980′s, and its application to the (then) emerging use of trussed roofing systems and the advent of wood I-beam floor supports (sans solid dimensional lumber joists), the use of the terminology in today’s context of risk assessment, strategic and tactical management and deployment models and within the context of incident operational tactics is no longer applicable, valid or suitable. It must be expanded into a more specific and descriptive level of classification and correlation.

    For the most part, when discussing buildings and occupancies, aside from classifications related to code type or class as an element of fire resistance; the emphasis has been to differentiate between conventional and engineered construction, and the application of the term “light weight construction”. I continue advocating and promoting through my lectures that it’s much more than this when looking at the spectrum of construction and the structural anatomy of buildings. Current and past generations of buildings, construction and occupancies can be more accurately differentiated and classified within six (6) expanding categories in the following Building Construction Systems;

    ·        Heritage:              Pre-1900
    ·        Legacy:                1900-1949
    ·        Conventional:      1950-1979
    ·        Engineered:         1980-2009     Current into 2010…
    ·        Blended Hybrid:  1995-2009     Current into 2010…
    ·        Enigmatic:            2010-             Projected
     
    We’ll discuss these six classifications in greater details in future postings here and expand the level of details on the CommandSafety.com and Buildingsonfire.com sites. Our current generation of buildings, construction and occupancies are not as predictable as past “conventional” construction, therefore risk assessment, strategies and tactics must change to address the advancement of new rules of combat structural fire engagement. But if you don’t understand or know what and how those changes in predictability have occurred, you may be operating with a false sense of operational risk and safety margin.

    It’s a Lot More than just talking about “Light Weight” Construction….
    ·        From Plywood-CDX….to
    ·        Particle Board- PB…..to;
    ·        Orient Strand Board-OSB
    ·        Structural Composite Lumber- SCL
    ·        Laminate Strand Lumber- LSL
    ·        Laminate Veneer Lumber-LVL
    ·        Structural Insulated Panels-SIP
    ·        Parallel Strand Lumber-PSL
    ·        Machine Stress Rated Lumber- MSR
    ·        Medium Density Fiberboard-MDF and MDL (Lumber)
    ·        Finger Jointed Lumber-FJL
    ·        Adhesives…..
     
    Do some research and check these terms out for starters. We’ll talk more about these components and assemblies in the near future. So get busy on your down time today over the next few days and discover the implications these components may have in your community….

    Here’s a link to a past informative posting related to engineered systems and their relationship to firefighter safety and operations, HERE. There’s some great contributed information and manufacturer “insights” on the subject engineered wood I-joists and beams and firefighter safety. There are some interesting statistical extrapolations, correlations and conveniences’ that attempt to make the case. But then again, You be the judge. Take at look at the presentation developed by the American Forest and Paper Association, HERE and HERE.
     
    If you haven’t done so yet, don’t forget to check out the free online training program on Structural Stability of Engineered Lumber in Fire Conditions at the UL University developed and provided by Underwriter’s Laboratories (UL),  HERE

    Here’s a series of other important Reference Links that provide some insights on operational safety, incident conditions and factors and the lessons-learned from a number of LODD events;  

    NIOSH Publication No. 2009-114: Preventing Deaths and Injuries of Fire Fighters Working Above Fire-Damaged Floors HERE

     NIOSH Publication No. 2005-132: Preventing Injuries and Deaths of Fire Fighters Due to Truss System Failures HERE

    Volunteer Deputy Fire Chief Dies after Falling Through Floor Hole in Residential Structure during Fire Attack—Indiana, HERE

    First-floor collapse during residential basement fire claims the life of two fire fighters (career and volunteer) and injures a career fire fighter captain – New York, Report HERE

    Career Fire Fighter Dies After Falling Through the Floor Fighting a Structure Fire at a Local Residence – Ohio, HERE

    Colerain Township, Ohio Double LODD Preliminary Report, HERE

    Career engineer dies and fire fighter injured after falling through floor while conducting a primary search at a residential structure fire – Wisconsin, HERE

    NFPA Report on Light Weight Construction, HERE

    Informative USFA Coffee Break series postings related to Building Types & Fire Resistance:  HERE. HEREHERE, HERE, and HERE

    Remember, Building Knowledge = Firefighter Safety (Bk-F2S)

    Stop the Entertainment

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    3183630397_6104ecd8cd_bWhen we focus our attention on Building Construction, Command Risk Management and Firefighter Safety and the essence of combat structural fires; Structural firefighting is what it’s all about, is it not? The fundamental nature and reason we have such veneration for firefighting and the fire service and all it entails, has a lot to do with going into burning buildings and fighting fire.

    We enjoy it tremendously; we have fun at, because of who we are and what we do-as firefighters. It’s the job and it’s a calling. Firefighting; It’s not something you do, it’s something you are. But firefighting has its adverse consequences, with all too familiar costs, in the form of injuries, debilitating accidents and line of duty deaths.

    As a firefighter; to say that we love firefighting would be an understatement, BUT one issue that we need to address is the fact that there are many individual firefighters, companies and organizations that employ fireground operational practices that promote the “enjoyment and entertainment” of working a good job within the occupancy compartment of a structural fire in the building environment.

    Today’s incident scene and structural fires are unlike those in past decades and will continue to challenge us operationally when confronted with structural fire engagement and combat operations. Operationally, we need to be doing the right thing, for the right reason in the right place to increase our safety and incident survivability. We also can share the belief and understanding that we at times may have found ourselves staying too long in the wrong place, operating tactically in an adverse environment with known hazards that do not have value, for nothing other than the enjoyment of nozzle and operating time in the fire. We have a tendency when working a room and contents, compartment fire or a structural fire in the building environment placing operating companies and personnel in high hazard environments- sometimes at the expense of justifying our own entertainment value in working the job, the assignment or in maintaining the interior operational interface. Think about it.

    We need to stop “entertaining” ourselves. Don’t mistake determined, effective and proactive firefighting with that of reckless, baseless and risk-preferring and self-indulging firefighting. There is a difference. The job is dangerous, it has risks, we are not invincible, and we can die; at any alarm, in any fire, at anytime for any number of reasons…..Let me leave you with some new thoughts and concepts related to operational safety and the definitions that I’ve come to develop that may support apparent or contributing causes to many of the fire service’s undesired events or incidents. Think about the definitions; think about how they apply to you, your personel, your company or your operations; past, present or future. More importantly, think about when and where you’ve found yourself doing any one of these….could the outcome have been different?

    TACTICAL AMUSEMENT  “tak-ti-kəl ə- myüz-mənt”

    1: of or relating to structural fireground tactics: as a (1) a means of amusing or entertaining during fire suppression, support tasks or operations that places personnel at risk

    2: the condition of being amused while engaging in fire suppression, support tasks or operations that places personnel at risk

    3: pleasurable diversion while engaging in fire suppression, support tasks or operations: entertainment; that places personnel at risk
     
    TACTICAL DIVERSION  “tak-ti-kəl də- vər-zhən”

    1: the reckless act or an instance of diverting from an assignment, task, operation or activity while engaging in fire suppression, support tasks or operation for the sake of amusing or entertainment; that places personnel at risk

    2: the reckless act of self determined task operations that diverts or amuses from defined risk assessment and incident action plans; that places personnel at risk
     
    TACTICAL CIRCUMVENTION  “tak-ti-kəl sər-kəm- ven(t)-shən”

    1: to deliberately manage to get around especially by ingenuity or approach that diverts for the purpose of amusing; assignment, operations or tasks that countermand or disregard defined risk assessment and incident action plans; that places personnel at risk

    Worcester’s Legacies

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    Welcome to the new Commandsafety.com

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    5-9-2009 3-48-53 PM

    Superman, Ironman, Batman, Fireman, Human…We have a tendency- at times to momentarily lapse in recognizing we “Fireman” (and this is related to all gender of firefighters) are Human. Everyday, firefighters throughout America and the world perform extraordinary feats of bravery and heroism, much of it unheralded, unnoticed and underappreciated. It’s part of our job, it’s what we do, after all, we are fireman (firefighters). We know. Our companies know, and more importantly our “families” know; who we are and what we do. We perform the job that we swore an oath to uphold, we learned of the traditions of the service that we came to embrace; we learned our responsibilities, our job and the measures that sometimes need to be taken.

    There has been plenty of banter over the past few months related to the diversity of conventional wisdom related to what a firefighter is made of, the mettle that separate those that choose the virtues of suppression versus those that profess a safer cultural demeanor. We are all firefighters in the truest sense of the word when we choose to wear the badge; to donn our protective equipment and step off the apparatus and into a burning structure in order to undertake the measures and demands required of us; at that moment, at that time and place and under the circumstances that will clearly dictate the path of our destiny, duty, courage, honor and fortitude.

    Do the Job, push the envelope; for the right reasons, for the right cause and the most noblest of circumstances. Do it for the right reasons-BUT don’t do it for the entertainment. Accept personal accountability and responsibility. Understand your limitations.

    Remember, it is about the public we serve AND our “families”.

    Take a moment to listen to the words in the NFFF, EGH program video.

    Think about your accountability, responsibility and safety, while doing The Best Job in the world.
    We are Fireman and yes at times we are Superman, but above all, we are still Human.

    Stay safe to fight that next fire, to answere that next alarm on another day….

    Welcome to the new home of  CommandSafety.com.

    Positive Pressure Ventilation (PPV) Tactics

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    Positive Pressure Ventilation (PPV) Tactics
    Improving firefighter safety is an ongoing effort for the fire service. A series of fire experiments were conducted by the National Institute of Standards and Technology’s (NIST) Building and Fire Research Laboratory to better understand the effectiveness of using fans at different locations to reduce the temperature in stairwells, corridors, room of origin, etc.

    The tests were not limited to a single-family home, but high-rise buildings of different heights were also investigated. All of the fire tests, videos, and technical reports are compiled on a DVD entitled, Positive Pressure Ventilation Research: Videos and Reports, by Stephen Kerber and Daniel Madrzykowski (April 2008).

    The DVD contains two discs. Disc one contains six complete reports on Positive Pressure Ventilation (PPV), covering PPV characteristics using Computation Fluid Dynamics (CFD) and in several different fire test configurations: Room fire, firefighter training building, high-rise pressure experiments, and high-rise fire experiments. Another report evaluates the ability of the Fire Dynamics Simulator (FDS) to simulate PPV in the laboratory and in regular environments.

    Disc 1 also has a narrated video presentation: Overview of NIST Positive Pressure Ventilation Research, experiment videos from the apartments on the 3rd and 10th floors, as well as full versions of all the reports. Disk 2 has additional experimental videos from the apartments on the10th and 15th floors.

    NIST received support for this work from the U. S. Fire Administration/Department of Homeland Security (USFA/DHS), and fire departments across the United States. NIST has taken engineering principles and applied them to fire service PPV tactics so that firefighter safety may be improved.

    To obtain a copy of the DVD set, contact Dan Madrzykowski via e-mail (madrzy@nist.gov)
    providing your name and complete mailing address. More information on NIST’s PPV research is available online at: http://www.fire.gov/PPV/index.htm.