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Large Warehouse Fire: Gastonia, NC

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A large warehouse fire in a 211,000 SF complex resulted from from a transformer explosion this morning at the Wix Distribution Center in Gastonia, NC.  The building complex was a former textile mill and was built in 1917.

Published report indicate that more than 60 firefighters operated at the scene to control the fire.

It was reported that  Fire Chief Phillip Welch stated firefighters started fighting the fires inside the building after the transformer explosion occurred, but it quickly got out of control.“There was an aggressive attack inside, but just because of the storage fight, we were not able to overcome that nor was the sprinkler system,” Welch said.

 

Aerial View, BING Map Capture

Considerations and Thoughts

  • How prepared is your department for a large scale fire in a large footprint warehouse?
  • Have you completed pre-fire plans, walk through tours and table top exercises for the key at risk buildings or complexes?
  • Do you know what the sustained water flow requirements might be for a heavily or fully involved complex or building?
  • Practices and honed your skills on establishing and managing  a complex, multi-operatonal period incident?
  • Have you looked at creating box alarms or pre-arranged greater alarm response and resource requests?
  • Have you trained with the departments, jurisdictions and companies that might respond?
  • Do you have strategies and tactics identified and have you trained on them for operations in large scale buildings?  Don’t implment and treat the incident like you would a residential or small commercial fire….
  • Respect the building and predict with conservative decision-making
  • Manage and expect compromise and collapse, rapid fire extention and operational challenges to fixed suppression systems and protectivies
  • Don’t over extend companies while attmtping to operate in the interior: These are typcially closed building ( lack of immedate exiting capabilties) with a special need for air management and accountability and access control.
IMAGES: Scene of Gastonia warehouse fire Saturday gallery

A Delicate Balance

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A Delicate Balance

 

Light Weight construction has given way to Engineered Structural Systems (ESS) which in today’s evolving fireground, have an even more extensive array of performance, operational and integrity issues that affect a building’s performance under fire conditions.To unequivocally state that nothing has changed in buildings, occupancies, fire flow delivery rates and demands for increased proficiencies of our firefighters, company and command officers is absurd, ignorant and dangerous.

“It’s a lot more than just Stretching the Line…and going in….”

 
Building Knowledge=Firefighter Safety…so we can do our job—and that’s firefighting .Another classic illustration by Paul Combs.

Another classic illustration by Paul Combs

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Predictability and Performance Of Buildings and Today’s Fireground

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Understanding the distinctiveness of your first-due, mutual aid or greater-alarm response area requires constant vigilance and continuous observations. Building knowledge equals firefighter safety. Photo By CJ Naum

 

When we look at various buildings and occupancies, past operations (good and bad) give us experience that defines and determines how we assess, react and expect similar structures and occupancies to perform at a given alarm. The “art and science of firefighting” is predicated on a fundamental understanding of how fire affects a building and its occupants and the manner in which the fire service engages when called on to combat a structure fire.

We have certain expectations that fire will travel in a defined, predictable manner:

  •  That the building will react and perform under assumptions of past performance and outcomes
  • That fire will hold within a room and compartment for a predictable duration
  • 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 or structural system
  • That we can safely and effectively mitigate a fire in any given building type and occupancy
  • That we will have the time to conduct the required tasks identified to be of importance based on identified or assumed indicators
  • That the building will conform to the rules of firefighting engagement

Times have changed

Today’s incident demands on the fireground are unlike those of even the recent past. This means incident commanders, commanding and company officers and firefighters alike must have increased technical knowledge of building construction with a heightened sensitivity of fire behavior and fire dynamics, a focus on operational structural stability of the compartment and building envelope and considerations related to occupancy risk versus the occupancy type. Understanding the building – its complexities in terms of anatomy, structural systems, materials, configuration, design, layout, systems, methods of construction, engineering and inherent features, limitations, challenges and risks – is fundamental for operational excellence on the fireground and firefighter safety.

There is an immediate need for emerging and operating command and company officers to increase their knowledge and insights of modern building occupancy, building construction and fire protection engineering and to modify traditional and conventional strategic operating profiles in order to safeguard companies, personnel and team compositions. Strategies and tactics must have the combined adequacy of sufficient staffing, fire flow and tactical patience orchestrated in a manner that identifies with the fire profiling, predictability of the occupancy and the building that accounts for presumptive fire behavior.

We used to discern with a measured degree of predictability how buildings would perform and fail under most fire conditions. Implementing fundamentals of firefighting operations built on decades of time-tested and experience-proven strategies and tactics continues to be the model of suppression operations. These same fundamental strategies continue to drive methodologies and curriculums in current training programs and academy instruction.

We must maintain a balance with learning about old and new building construction. A renewed focus on Type III, Ordinary /Protected construction and Type IV Heavy Timber must be incorporated within initial, in-service and periodic training and drills. Recent firefighter LODD events in these building types reinforces this need and gap. Photo By CJ Naum

Increasing company and command officer competencies in Building Anatomy, structural systems and how buildings are built and affected by fire behavior is fundamental to effective fireground operations. Interdependent structural components are evident for wall, floor and support assemblies in this Type IV occupancy. Do you know the inherent collapse potential of these buildings? Photo by CJ Naum

We have assumed that the routiness or successes of past operations and incident responses equates with predictability and diminished risk to our firefighting personnel. Photo By CJ Naum

 

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. Photo by CJ Naum

Executing tactical plans based on faulty or inaccurate strategic insights and indicators has proven to be a common apparent cause in numerous case studies, after-action accounts and firefighter line-of-duty-death reports. Our years of predictable fireground experience have ultimately embedded and clouded our ability to predict, assess, plan and implement Incident Action Plans (IAPs).

The demands of modern firefighting will continue to require the placement of personnel in situations and buildings that carry risk, uncertainty and inherent danger. As a result, risk management must become fluid and integrated with intelligent tactical deployments and operations.

 Managing Risk

“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 smart aggressive 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.”

Those are the words of Chief Anthony Aiellos (ret.) of the Hackensack, NJ, Fire Department on the 20th anniversary of the Hackensack Ford dealership fire that killed five firefighters in 1988. Without understanding building-occupancy relationships and integrating fire dynamics and fire behavior, risk, analysis, the art and science of firefighting, safety-conscious work environment concepts and effective and well-informed incident management, company-level supervision and task-level competencies, you are derelict and negligent and everyone may not be going home. Empirical insights and test data must be integrated in emerging fire suppression models and improved firefighting theory.

It’s Occupancy Risk versus Occupancy Type; Changes in building size and floor area, compartment volume and interconnectivity, fire load packages, methods and materials in construction and structural support systems create specific risk profiles and demands in what used to be common Occupancy types. A report of a fire in a residential occupancy will have different risks and operational requirements if the house is a 1500 SF Bungalow, a 2500 SF old Decker/Flat or a 4000 SF Engineered system house. Photo By CJ Naum

 

Conclusion

Our world has evolved. Technological and sociological demands create a continuing element of change in the built environment and our infrastructure. With these changes and demands come the need to assess these vulnerabilities, hazards and threats with effective and dynamic risk management and competent command and control.

These changes influence the way we do business in the street, the interface-up close and personal with the buildings in your community and equate to the risks and hazards you and your personnel will be confronted with and the level of safety afforded them during incident operations.

Fire suppression tactics must be adjusted for the rapidly changing methods and materials impacting all forms of building construction, occupancies and structures. The need to redefine the art and science of firefighting is nearly upon us. Some things do stand the test of time, others need to adjust, evolve and change. Not for the sake of change only, but for the emerging and evolving buildings, structures and occupancies being built, developed or renovated in our communities.

If the fire service can significantly increase proficiencies in building knowledge and equate that to other fundamental operational aspects in structural fire operations, then there would be a direct enhancement to firefighter safety, through injury and LODD reduction, operational efficiency and operational excellence. If we understand buildings, occupancies and construction, and balance this with our understanding of fire dynamics and orchestrate it with appropriate strategies, tactics and command management, then we made the new safety equation work; Building Knowledge = Firefighter Safety (Bk=F2S). It’s all about the Anatomy of Buildings on fire.

 

The Probability of Adverse Consequences (PAC) must be recognized in all buildings with continuous and focused risk assessment during all phases and task assignments. This single building and occupancy exemplifies an Integrated Hybrid Building (IHB) type that incorporates Type III Ordinary construction with an engineered wood I-beam roof assembly on the lower street level and Type II non-combustible construction on the upper floors. This would require different IAP’s and tactical deployment in the event of a fire. Photo by CJ Naum

Get out on to your streets and into the field and look at how the buildings are being constructed in your jurisdiction. Understanding how they are built and what the inherent dangers are, coupled with accurate pre-fire planning data will provide mission critical information when engaged in combat fire suppression operations. The anatomy of the building is fundamental to corresponding firefighting operations. Photo by CJ Naum

 

Understanding Buildings, Performance & Fire Operations

  • There is an acute corollary of technical  knowledge and inter reliance on occupancies, construction, strategy, tactics, risk, safety, physics, engineering and fire suppression theory…FACT!
  • There are Fundamental Domains that can be applied
  • There is a direct empirical correlation that provides quantitative & qualitative performance indicators and command gauges that can be utilized for risk assessment and strategic & tactical operational decision-making. 

Think about the following;

  • Read, comprehend and implement the new IAFC The Rules of Engagement for Firefighter Survival and The Incident Commanders Rules of Engagement for Firefighter Safety
  • Take a tour of your response area, district or community. Take a good look around and begin to recognize the apparent or subtle changes that will affect and influence your future incident operations; Take note and think about what needs to be adjusted, modified or changed in your operations.
  • Read up on the latest research and technical literature on wind driven fires, extreme fire behavior, structural ability of engineered lumber systems, fire loading and suppression theory, vent path studies and fire suppression theory.
  • Take the time to personally read a series of the latest NIOSH Fire Fighter Fatality Investigation and Prevention Program LODD reports and relate them to your organizations operations and jurisdictional risks.
  • Start thinking in terms of Occupancy Risks versus Occupancy Type and align your operations and deployments to match those risks. It’s much more than just the Five Fundamental Building Types of the past.
  • Increase your situational awareness of today’s fireground and refine your strategic and tactical modeling.
  • Implement both Strategic and Tactical Patience; Slow down and allow the building to react and stabilize, for fire behavior to stop behaving badly and for your companies to increase survivability ratios while meeting the demands of  conducting time sensitive tactical fire service operations
  • Think about Adaptive Fireground Management and Command Resiliency
  • Reprogram your assumptions and presumptions and options on building construction and firefighting operations; the buildings have changed, our firefighting has not; what are you going to about that gap?  
  • Understanding the building-occupancy relationships and the art and science of firefighting, equating to Building Knowledge = Firefighter Safety.
  • Start knowing your buildings-intimately; it’s the key to effective firefighting

 Understand 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.

Understand and improve upon your skill set levels and those of your company, battalion, division, department or region.

  • Keep apprised of different types of building materials and construction used in your community.
  • The operative question is this: “What do you “really” know about the buildings in your district?”
  • As you drive about your response district, coming back from an alarm, heading to the firehouse tonight or running errands around your community, take a good look around. Ask yourself a simple question; “How well do you know the buildings, structures and occupancies in your response jurisdiction?”
  • Be honest, do you really understand how those “older residential” structures were built and understand how fire travels and impacts your fireground operations?
  • Are your aware of the newest features of engineered structural support systems being constructed within that new set of homes going up in your second-due area?
  • Are you aware, that vacant office building is being converted into a light manufacturing and assembly business?
  • How about those unoccupied store fronts and businesses that have recently closed up due to the tough economic times…. any special hazards or operational concerns to your company should you get a dispatch to respond?
  • Have the senior members of your station or department shared their stories of operations and incidents at various buildings around your district or community?
  • Did you listen to them, or were you quick to dismiss those “old war stories”. There’s a wealth of “pre-planning’ nuggets hidden in those stories. Take the time to listen, remember or postulate
  • Take a good look around….think about any given building, the one across the street that you’re looking at while you waited for the traffic light to change; Think about a fire in that same building.
  • Do you really understand how it will truly perform under combat structural fire conditions?
  • What’s the building’s collapse profile?
  • How much operational time will you have? Will you need?
  • What’s the fire load package size?
  • What are your concerns for rapid fire extension, extreme fire behavior and vent path issues that may affect firefighter safety?
  • What dynamic risk assessment factors will you have to deal with?
  • How safe is it for you to engage in interior operations upon your arrival?
  • How can this building, its occupancy and structural system hurt, my team, my company, my firefighters, my department, me?

 

Never assume the same rules of structural fire engagement can be applied to all buildings without constant risk assessment, recon and situational awareness. Strategies and tactics must remain fluid. This single story commercial occupancy looked like a basic renovated Type III building from the street. An exposed (minimal design) interior accompanied by a non-conventional bow string truss support system and a raftered roof deck are ingredients for catastrophe for the unsuspecting Engine or Truck Companies. Photo by CJ Naum

 

 

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.

 

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 and know and understand your buildings, occupancies and your company’s capabilities.

 

 

 

 

 

 

 

Focus on Fire Safety: National Preparedness Month

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Focus on Fire Safety: National Preparedness Month 

This September marks the ninth annual National Preparedness Month. This year’s theme is “Pledge to Prepare – Awareness to Action”. The Federal Emergency Management Agency (FEMA) is asking the public — individuals, business, and organizations — to take specific action steps by doing at least one of the following:

  • Learn about emergency hazards – including home fires – and their appropriate responses
  • Make a communications plan
  • Build an emergency kit
  • Get involved in preparedness in their community.

For more information on National Preparedness Month, including tips on preparing for a fire emergency, visit www.usfa.fema.gov/citizens/focus/

High-rise fires cause quarter billion dollars of property damage a year

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High-rise fires cause quarter billion dollars of property damage a year
  

The National Fire Protection Association (NFPA) is reporting that in 2005-2009, there were an average of 15,700 reported structure fires in high-rise buildings per year with an associated $235 million in direct property damage.

The report, “High-Rise Building Fires,” (PDF, 499 KB) cites apartments, hotels, offices, and facilities that care for sick as accounting for roughly half of all high-rise fires. Structure fires in these four property classes resulted in $99 million in direct property damage per year.

There is a downward trend in high-rise fires. In the last few decades, a range of special provisions have migrated into the codes and standards for tall buildings.

Other findings from the report:

  • In 2005-2009, high-rise fires claimed the lives of 53 civilians and injured 546 others, per year.
  • The risks of fire, fire death, and direct property damage due to fire tend to be lower in high-rise buildings than in shorter buildings of the same property use.
  • An estimated three percent of all 2005-2009 reported structure fires were in high-rise buildings.
  • Usage of wet pipe sprinklers and fire detection equipment is higher in high-rise buildings than in other buildings of the same property use.Most high-rise building fires begin on floors no higher than the 6th story.  The risk of a fire is greater on the lower floors for apartments, hotels and motels, and facilities that care for the sick, but greater on the upper floors for office buildings.

 In 2005-2009, an estimated 15,700 reported high-rise structure fires per year resulted in associated losses of 53 civilian deaths, 546 civilian injuries, and $235 million in direct property damage per year. An estimated 2.6% of all 2005-2009 reported structure fires were in high-rise buildings.

The trends in high-rise fires and associated losses (inflation-adjusted for property damage) are clearly down, but the sharp post-1998 reduction appears to be mostly due to the change to NFIRS Version 5.0, which is shifting estimates to lower levels that also appear to be more accurate.

Four property classes account for roughly half of high-rise fires: apartments, hotels, facilities that care for the sick, and offices. In 2005-2009, in these four property classes combined, there were 7,800 reported high-rise structure fires per year and associated losses of 30 civilian deaths, 352 civilian injuries, and $99 million in direct property damage per year. The property damage average is inflated by the influence of one 2008 hotel fire, whose $100 million loss projected to nearly $40 million a year in the analysis.

The report emphasizes these four property classes.

Some other property uses – such as stores and restaurants – may represent only a single floor in a tall building primarily devoted to other uses. Some property uses – such as grain elevators and factories – can be as tall as a high-rise building but without a large number of separate floors or stories.

  • For these reasons, the four property use groups listed above define most of the buildings we think of as high-rise buildings, and their fires come closest to defining what we think of as the high-rise building fire problem.
  • By most measures of loss, the risks of fire and of associated fire loss are lower in highrise buildings than in other buildings of the same property loss.
  • This statement applies to risk of fire, civilian fire deaths, civilian fire injuries, and direct property damage due to fire, relative to housing units, for apartments, and risk of fire for hotels, offices, and facilities that care for the sick.

The usage of wet pipe sprinklers and fire detection equipment is higher in high-rise buildings than in other buildings, for each property use group. Even so, considering the extensive requirements in NFPA 101®, Life Safety Code, for fire and life safety features in both new and existing high-rise buildings, it seems clear that there are still major gaps, particularly in adoption and enforcement of the provisions requiring retrofit of automatic sprinkler systems and other life safety systems in existing high-rise buildings. NFPA 1®,Fire Code, has sprinkler retrofit requirements.

This has implications for public officials and ordinary citizens in any city. Public officials should make sure that the latest editions of NFPA 1®, Fire Code, and NFPA 101®, Life Safety Code, are in place and that the codes they have are supported by effective code enforcement provisions, including plan review and inspection processes, both for new construction and for continued supervision of code compliance in existing buildings.

The public can take responsibility for their own safety by insisting that their public officials take these steps. As in so many areas of fire safety, we know what to do, but we still need to do it.

The trend had been toward a smaller share of fires being reported each year as occurring in buildings with fire-resistive construction, both for high-rise and other buildings, with the decline being most dramatic in facilities that care for the sick.

  • This statistical decline could reflect any or all of the following:
  • (a) a shift in construction between the two types permitted by codes, from Type I (442 or 332) construction, which is coded as fire-resistive, to Type II (222) construction, which is coded as protected non-combustible;
  • (b) a shift to acceptable alternative designs using more sprinklers and less fire-resistive construction; or
  • (c) enough success in containing fires that a rising fraction never are reported to fire departments, because the fires are caught and controlled so early by occupants.

 Most high-rise building fires begin on floors no higher than the 6th story. The fraction of 2005-

2009 high-rise fires that began on the 7th floor or higher was 32% for apartments, 22% for hotels and motels, 21% for facilities that care for the sick, and 39% for office buildings. The risk of a fire start is greater on the lower floors for apartments, hotels and motels, and facilities that care for the sick, but greater on the upper floors for office buildings.

  • High-rise apartments have a slightly larger share of their fires originating in means of egress than do their shorter counterparts (4% vs. 3%).
  • The same is true of hotels (7% vs. 5%) and facilities that care for the sick (6% vs. 4%).
  • In offices (4% vs. 6%), the differences in percentages are in the opposite direction, which means that high-rise buildings in those properties have a smaller share of their fires originating in means of egress.
  • In all four property classes, the differences are so small that one can say there is no evidence that high-rise buildings have a bigger problem with fires starting in means of egress.

 

NFPA FACT SHEET

 

 

  • More information on Solomon’s NFPA session and the conference can be found at www.nfpa.org/FLSCONF.
  • NFPA Report Download, HERE

Large Loss Building Fires Report

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Photo Dave Bullock http://eecue.com/

 

The Federal Emergency Management Agency’s (FEMA) United States Fire Administration (USFA) have recently issued a special report examining the characteristics and causes of Large Loss Building Fires (PDF, 834 Kb). 

The report, developed by USFA’s National Fire Data Center, is based on 2007 to 2009 data from the National Fire Incident Reporting System (NFIRS).

  • From 2007 to 2009, an estimated 900 large loss building fires were reported by U.S. fire departments annually. 
  • These fires caused an estimated 35 deaths, 100 injuries, and $2.8 billion dollars in property damage. 
  • In this report, large loss building fires are defined as fires that resulted in a total dollar loss of $1 million or more.

According to the report:

  • Forty-eight percent of large loss fires occur in residential buildings.
  • Exposures are the leading cause of large loss building fires at 22 percent, followed by electrical malfunctions (12 percent), other unintentional, careless actions (11 percent), and intentional (9 percent).
  • A peak in large loss building fires is seen between the hours of 1 a.m. and 4 a.m.
  • Attics are the primary origin of all large loss building fires, along with cooking areas or kitchens.

Large Loss Building Fires (PDF, 834 Kb) is part of the USFA’s  Topical Fire Report Series. 

Topical reports explore facets of the U.S. fire problem as depicted through data collected in NFIRS.  Each topical report briefly addresses the nature of the specific fire or fire-related topic, highlights important findings from the data, and may suggest other resources to consider for further information.

Also included are recent examples of fire incidents that demonstrate some of the issues addressed in the report or that put the report topic in context.

Examples

The following are some recent examples of large loss fires reported by the media:

  • October 2010: A fire in a Franklin, TN, home resulted in $2.5 million worth of damage. The cause of the fire is still unknown, but the fire began in a patio fireplace. The family of four present in the house at the time of the fire was able to escape safely. Four firefighters were injured while fighting the fire; two of them were treated at the scene and two were sent to the hospital for minor injuries.
  • June 2010: A Palo Alto, CA, two-alarm house fire caused between $1 and $2 million worth of damage. The family of four living in the house was awoken by their son when he heard the smoke alarm. The fire is believed to have been started by an unattended candle or cigarette the son left in a second-story room. The fire was brought under control in about 45 minutes and no deaths or injuries were reported.
  • June 2010: A fire that started in a Carmel, IN, shopping mall is believed to have been caused by lightning. Investigators have determined that the fire started in a restaurant located at the north end of the mall. There were no deaths or injuries as a result of the fire, but investigators estimate that the fire caused over $5 million worth of damage.
  • May 2009: A fire that started in a Gallery Furniture storage warehouse located in Houston, TX, resulted in at least $15 million worth of damage. Investigators have determined that the fire was caused by arson. Thirty to 40 employees were present when the fire broke out. The fire was determined to have been started in an area only accessible to employees. There were no injuries or deaths as a result of the fire.

 

Contributing Factors

Additional reports of interests include;


View more videos at: http://www.nbcdfw.com.

Albuquerque Fire Department; Learnings from Close Call Collapse and Fire Fighter Injuries

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The Albuquerque Fire Department seeks to improve operations from past performance

Four firefighters with the Albuquerque (NM) Fire Department were injured during operations at a three-alarm fire that injured raged through the Royal Crown Apartment Complex  in southeast Albuquerque on Friday February 4, 2011.

The injured firefighters were among four who fell through the floor from the second story to the first while searching for residents of the, according to the Albuquerque Fire Department. Both suffered leg injuries, one had minor burn, and they were treated and released from University of New Mexico Hospital a few hours later, an AFD spokesperson said.

According to published reports at the time of the event, the first alarm came in at 3 p.m. bringing personnel and apparatus to the three-story building at 4801 Gibson SE. First units on the scene reported heavy smoke and flames on the north side of the building.

A crew from AFD Engine 13 entered the building and during a search rescued two uninjured residents from one apartment and also save a cat.

At 3:40 p.m. Incident command transitioned to a defense operations to fight the fire from outside the building. The third alarm was transmitted due to the projected heavy fuel load in the large complex.

Overall 75 fire personnel responded and operated at the alarm.

The fire is believed to have started behind a washing machine in the first-floor laundry room. An electric cause is suspected, but AFD said the exact cause is still under investigation.

The three-story multiple occupancy apartment complex was built in 1976 and housed 47 apartment units in 31,896 square feet of space.

In the months since the fire, the Albuquerque Fire Department has conducted a critique and post incident assessment of the operations, mayday and close-calls and overall performance of the department. As reported in the media video leading into this article, the department has taken the results of that post incident assessment and has developed training being delivered to al personnel to increase future operational performance, efficiencies and to reduce the likely hood of a similar event from occurring.

According to the Fire Department, they were playing catch-up from the early advancing stages of the incident and experienced difficulty in being able to make strategic strides to get ahead of the escalating incident severity, magnitude and rapid development.

The unexpected events leading to the multiple maydays and firefighter injuries challenged incident command and operations and could have resulted in possible multiple firefighter LODDs versus the close-call, near-miss events that subsequently lead towards the efforts to undertake  critical review of the incident and operations.

Some Insights and Learning’s from the Incident included that have resulted in enhancements;

  • Communications
  • Situational Awareness
  • Calling the Mayday
  • Radio Communications
  • Distractions and Error Prevention
  • Accountability
  • Command Response to Mayday Events
  • Communications Mayday Alerts

It is imperative that all departments initiate at the least a formal or informal post incident critique or review. This may be at the company or station level or escalated to a more formal department level assessment and review based upon the incident parameters and conditions.

The initiation and development of post incident analysis or assessment can be more involving and complex, with the commitment of personnel, resources and time but the benefits derived from such a review will contribute highly to the continued development and improvement of any organization. 

There are a number of recent after action, post incident or assessments reports that have been published and have been reviewed and discussed here on CommandSafety.com.

Take the time to review your incidents and runs at the company, station or battalion level. These reviews will identify and address low threshold, latent or emerging conditions before they escalate into apparent or root cause conditions that may contribute to significant adverse events and incidents.

The Albuquerque (NM) Fire Department’s self-critical review of this event has identified short comings at a number of levels that they are working to improve.

As they state in the video report, the outcome of this event could have been a lot worse than the injuries sustained and the resultant near-misses. The focus on improvements and enhancements within the functional areas of Calling the Mayday, Rapid Intervention and Mayday Communications and Operations is commendable and aligns with this year’s theme for Safety, Health and Survival Week.

The 2011 Safety Week theme is; Surviving the Fire Ground – Fire Fighter, Fire Officer and Command Preparedness.

  • Previous Safety Week announcement and details; HERE.
  • We’ll post under a separate article details on the IAFF Fire Ground Survival Program soon.

Albuquerque (NM) Fire Department’s Web Site, HERE

This year’s Safety Week will focus on delivering the online IAFF Fire Ground Survival (FGS) awareness training course to all fire departments. The program is the most comprehensive survival skills and MAYDAY prevention program currently available and is open to all members of the fire service. Additional planning tools and resources will be available on the Safety Week website.

The IAFF Fire Ground Survival Program (FGS) is the most comprehensive survival-skills and mayday-prevention program currently available and is open to all members of the fire service. Incorporating federal regulations, proven incident-management best practices and survival techniques from leaders in the field, and real case studies from experienced fire fighters, FGS aims to educate all fire fighters to be prepared if the unfortunate happens.

For links to the IAFF Fire Ground Survival Program, HERE and HERE

The program will provide participating fire departments with the skills they need to improve situational awareness and prevent a mayday. Topics covered include:

  • Preventing the Mayday: situational awareness, planning, size up, air management, fitness for survival, defensive operations.
  • Being Ready for the Mayday: personal safety equipment, communications, accountability systems.
  • Self-Survival Procedures: avoiding panic, mnemonic learning aid “GRAB LIVES”— actions a fire fighter must take to improve survivability, emergency breathing.
  • Self-Survival Skills: SCBA familiarization, emergency procedures, disentanglement, upper floor escape techniques.
  • Fire Fighter Expectations of Command: command-level mayday training, pre-mayday, mayday and rescue, post-rescue, expanding the incident-command system, communications.

Keep watching the website and the IAFC’s Facebook, Twitter and LinkedIn pages for continuing updates to this year’s program and planning resources.

Remember to visit the SHS Section’s website for more information on health and safety issues and the IAFF’s Health, Safety and Medicine’s website for more information on health, wellness and safety programs.

Additionally, look for a comprehensive series of articles, activities, insights, downloads, podcasts, video clips and resources that will be posted each day of Safety, Health and Survival Week here on Commandsafety.com, Thecompanyofficer.com and Buildingsonfire.com.

Announcements and campaign materials will begin posting in Mid-May.

We will be offering a special series of live shows nightly on Taking it to the Streets on Firefighternetcast.com and blogtalkradio during the week of June 19-25, 2011 addressing key issues with a stellar line-up of fire service leaders.

This will be an exceptional opportunity to listen in, call in and participate actively in the week’ theme of Surviving the Fire Ground – Fire Fighter, Fire Officer and Command Preparedness.

These shows will be mission critical. Stay Tuned for more upcoming information.

Be Self-Critical and a Learning Organization

  • In the meantime think about your operations; are you self-critical and a learning organization seeking to identify gaps or areas for improvement?
  • There is a lot that can be learned from our daily responses and operations, whether they be that single company response or that multiple alarm incident. 
  • All it takes is the recognition to see things for what they are and your may not be as good as you think and the understanding and desire to identify those conditions and improve .

 

Addtional Resources, videos and images related to the Albuquerque (NM) Fire Department’s operations at the Royal Crown Apartment Complex

Alpha Street Side View

 

Aerial View from the Delta Side

 

KASA News 13 photo by Alex Tomlin.

Chesapeake (VA) Auto Parts Store Roof Collapse Double LODD 1996

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Roof Collapse Chesapeake VA 1996 Double LODD

OVERVIEW

Fifteen years ago, on March 18, 1996, two firefighters were killed in Chesapeake, Virginia when they became trapped by a rapidly spreading fire in an auto parts store and a pre-engineered wood truss roof assembly collapsed on them. The cause of the fire was an electrical short created when a power company truck working in the rear of the building drove away with its boom in an elevated position, accidentally pulling an electrical feed line from the main breaker panel at the rear of the store.

Post-incident investigations indicate that the electrical fault may have sparked multiple points of fire origin throughout the roof structure of the building, due to improperly grounded wiring. At the time of the report issuance, this was exemplified as another incident illustrating the rapid failure of lightweight construction systems when key support components are involved in a fire. The report pointed out the importance of prefire planning and accurate size up by fire companies to determine the risk factors associated with a fire in this type of construction.

Lessons regarding importance of initial company actions, constant re-evaluation of action plans, strong command and coordination of units on the fireground, and recognition of signs of impending structural failure were also reinforced.

Fifteen years later, reading through any number of NIOSH, USFA or NFPA reports, similar issues, challenges and operational factors resonate and continue to shape and challenge today’s fire ground operations.

It is without exception that the knowledge and insights being gained by the recent and past UL and NIST Research Studies coupled with the recommendations, from the NIOSH Fire Fighter Fatality Investigation and Prevention Program (HERE)

Today’s fire ground is changing at a very rapid pace as it relates to the continued evolution, transition of engineered structural components and systems (ESS). Are you prepared, knowledgeable and understand that new strategic and tactical approaches are required?   

One of the most significant actions initiated by the Chesapeake Fire Department was the implementation of a Truss Identification Program (TIP). Take a look at a past posting on CommandSafety.com where we published on an overview of truss and engineering component systems across the United States HERE. 

City of Chesapeake (VA) Truss ID Program, HERE

 The following are excerpts and narrative from the USFA Technical Report Series TR-087 and NIOSH Report 96-17

 

SUMMARY OF KEY ISSUES 

Staffing : The first alarm response provided a small attack force with limited capabilities. The full response brought only 10 personnel. 

Size-up : The first arriving company officer was not able to determine the location and extent of the hidden fire. 

Pre-fire plan information: This complex required a pre-fire plan due to the complex arrangement, multiple occupancies, mixed construction, lack of fixed protection, limited access and difficult water supply problems. The first-due company did carry a pre-fire plan that showed the layout of the shopping center and the floor plan for the auto parts store, but the prefire plan was not referenced by the crew during the fire. 

Delayed response: The first arriving company was on the scene alone for several minutes with only 3 personnel. The back-up companies had long response times. The lack of evidence of a working fire prompted the initial incident commander to return some of the responding units, resulting in even longer response times. 

Water supply: The first-in company did not establish a water supply. This required the second engine company to be committed to this task. 

Incident command: The battalion chief was faced with a complicated and rapidly changing situation. He was not able to effectively transfer command from the initial officer and direct the operations of widely separated units. 

Operational risk management:The officers involved in the initial part of the operation had to make critical risk management decisions with limited information. 

Accountability: Accountability for the personnel operating in the hazardous area was not established prior to the structural collapse. As the situation became critical, no one realized that a crew was still inside the building. 

Rapid intervention crew:  Additional crews did not arrive in time to assist the crew that was in trouble inside the building. 

Radio communications: The lack of a clear radio channel for fire ground communications caused serious problems with command and control of the incident, including the failure to maintain communications with the crew inside and the failure to hear their request for assistance. 

Lightweight construction: The roof collapsed quickly and with very little warning. This should be anticipated with a lightweight wood truss roof assembly. This hazard was not recognized by the crews on the scene. 

BUILDING DESCRIPTION - Construction and History 

The fire occurred in a modern, lightweight construction building that was added to an existing strip mall in 1984. The older mall on exposure side four was separated from the fire building by a masonry fire wall and was constructed with masonry walls and a steel bar-joist roof structure. The exposures on side two consisted of additional stores that were similar in construction to the auto parts store. There were no exposures on sides one and three. 

The auto parts store was constructed with two masonry exterior walls and two wood frame exterior walls, with a lightweight wood truss roof assembly. It was approximately 120 feet deep and 50 feet wide, providing about 6,000 square feet of open display and storage space. The roof assembly was a pre-engineered lightweight wood truss assembled from 2 x 6 top and bottom chords, with 2 x 4 web members held together with metal gusset plates. 

  • There were no interior bearing walls or supports for the roof structure. At one end, the trusses were supported by a wood plate that was bolted to a metal beam.
  • The other end rested on top of the concrete block wall. Each truss was separated by 24 inches and they were covered with 1/2 inch CDX plywood sheathing under a two-ply rubber membrane.
  • A drywall ceiling was attached to the underside of the trusses, creating a truss void space (truss loft) 24 to 36 inches above the ceiling.
  • A sheet rock divider was located in the middle of the truss void as a draft stop. The roof had a slight pitch.
  • Three air handling units were on the roof of the building, with an estimated combined weight of 3,000 pounds. It is not known when these units were installed and they may have represented an unanticipated dead load on the roof assembly.
  • There was no indication that the trusses had been reinforced to support the extra weight of these units.
  • The original truss roof structure collapsed during the construction of the building, injuring three workers.
  • Most of the trusses were damaged and had to be replaced at the time. The fire building was occupied by Advance Auto Parts, a chain distributor of automobile part and lubricants. The store was designed with an open retail area containing display racks for goods.
  • A long counter ran from front to back behind which was shelving for additional auto parts. Waste oil and batteries were kept in a rear storage area separated from the front of the store by a drywall wall.
  • The southwest corner of the building contained employee restrooms which had a small water heater located in the ceiling space just above them. The main entrance to the store was through two large glass doors at the front of the building. A delivery and service entrance was located in the rear and a 40 foot trailer was parked behind the building and used for additional storage.

THE FIRE 

At approximately 11:00 a.m. on March 18, 1996, a power company employee set up a service truck at the rear of the Indian River Shopping Center in Chesapeake, Virginia. The worker was going to disconnect the electrical power to a customer who had not paid an electrical bill. The customer, a cocktail lounge and bar, was located adjacent to Advance Auto Parts. In preparing to disconnect service, the power company worker elevated the articulating boom on his truck to roof level. Faced with the immediate loss of power, an employee of the lounge paid the electrical bill while the power company employee was beginning work, and went to the back of the store to show the receipt. 

A stamped receipt indicates the bill was paid at 11:16 a.m. at a supermarket also located in the shopping center. The power company employee, working from the bucket of the articulating boom, lowered the boom and verified the receipt. Although the bucket had been lowered, the hinged elbow of the articulating boom remained elevated. The employee then radioed his supervisor from the cab of his truck, and received instructions not to disconnect power. 

The power company employee then attempted to drive the service truck away, forgetting to secure the boom, which snagged on a power line feeding the meter at the rear of the Advance Auto Parts Store. This caused a phase-to-phase and phase-to-ground arcing fault at the store’s electrical meter, starting the fire. The power company employee immediately stopped, exited his truck, and cut the remaining power connections to the meter at the rear of Advance Auto Parts. 

Initial Actions Prior to Calling 911 

After cutting the power line to the building, the power company employee removed the meter, noticed smoke coming from the meter base, notified his office and requested that another power company crew and a supervisor come and assist him. 

  • An employee of the Advance Auto Parts Store came to the rear of the building and met the power company employee, telling him that the store had lost electrical power and that a fire was being extinguished inside the building.
  • Another Advance Auto Parts employee discharged a dry chemical fire extinguisher on the spot fire that had started near the hot water heater above the employee restrooms.
  • All believed the fire had been extinguished at this time.
  • At 11:29 a.m., the Chesapeake Fire and Police Emergency Operations Center received a 911 call from Advance Auto Parts reporting a problem with the fuse box in the store.
  • The Chesapeake Fire Department was dispatched to a report of a fuse box sparking at 4345 Indian River Road at the Advance Auto Parts store.

Emergency Response 

  • Initial response consisted of two engines, a ladder company, and a battalion chief, for a total of 10 personnel.
  • Engine 3 was the first due arriving company, responding from quarters. Engine 1 and Ladder 2 also responded.
  • Battalion 1 was dispatched as the command officer, but requested that Battalion 2 cover the assignment, since he was out of position.
  • Battalion 2 acknowledged the request, and he responded with the first alarm companies.
  • Engine 3’s crew consisted of three personnel: a driver/pump operator; Firefighter- Specialist John Hudgins, serving as Acting Lieutenant for the shift; and Firefighter- Specialist Frank Young, detailed to the station for the day, was riding in the jump seat. Engine 3 was responding in a reserve engine that had a 500 gallon water tank.

 

Initial Size-Up and Company Actions 

At approximately 11:35 a.m., about five and a half minutes after dispatch, Engine 3 arrived on the scene at the front of the strip mall. 

  • Hudgins reported “a single-story commercial structure, nothing showing from the front. Engine 3 is in command.”
  • Engine 3 took a position in front of the Advance Auto Parts Store. Hudgins and Young entered the structure from the front of the building to investigate.
  • Conditions were clear in the store, and there was no visible smoke or flames showing. They discovered light smoke near the electrical panel in the rear of the building, and radioed to Battalion 2 that they had a fire and were checking for extension.
  • Acting Lieutenant Hudgins then radioed for Engine 3’s driver to reposition the apparatus to the rear of the building.
  • Hudgins then radioed to Battalion 2, who had not yet arrived on the scene, that Engine 3 and Ladder 2 could handle the incident. Battalion 2 and Engine 1, the second due engine company, both went in service.

 Engine 3 Reports They Are Trapped, Roof Collapses 

At approximately 11:49 a.m., almost 20 minutes after the initial dispatch time, Hudgins radioed that he and Young could not get out of the building. Battalion 2 radioed back that he could not understand their transmission. Hudgins then radioed that they needed someone to come to the front of the building and get them out. Again unable to understand their transmission, Battalion 2 radioed for any unit on the fireground to advise him if they heard the message that was transmitted. 

  • Engine 4 responded that they were unable to copy the transmission.
  • Engine 14 then marked on the scene and was instructed by Battalion 2 to lay a supply line to the front of the building. Battalion 1, enroute to the fire on the second alarm, radioed to Battalion 2 that it sounded like someone was trapped inside.
  • Battalion 3, also enroute, radioed that he would be on the scene momentarily and would assist.

At this time, Ladder 2’s crew was setting the outriggers and preparing to elevate their aerial ladder for defensive operations. 

  • In the short time it took to accomplish the stabilization of the ladder truck, the front of the store became fully involved, the building contents ignited, and the roof collapsed.
  • Due to the radiant heat, Ladder 2 was forced to retract their outriggers and reposition to a safer defensive position on side one of the structure, and set up the aerial again.
  • Ladder 2’s crew did not hear Engine 3’s transmission that they were trapped.
  • Simultaneously, Engine 1 ran out of supply line about 200 feet short of the hydrant. Engine 2, responding on the second alarm, picked up the hydrant that Engine 1 was attempting to reach and laid a supply line to side one.
  • The driver of Engine 1 attempted to contact his officer by radio to advise that he could not reach the hydrant, but could not get through due to heavy radio traffic.
  • He parked the engine in the roadway, donned his SCBA, and went to the rear of the building to report to his Captain and rejoin his crew.
  • Battalion 3 arrived on side one about this time and radioed for all companies to switch to channel two, an alternate fireground tactical frequency.

Driven by the northerly wind and the draft created by the burning contents of the structure, the fire at the rear had grown in such intensity that personnel were forced to move Engine 3. Assisted by employees of the power company, Engine 3 was moved back away from the rear of the building. At 11:55 a.m., about 26 minutes after dispatch, the Captain of Engine 1, with his crew at the rear of the building, confirmed to Battalion 2 that “I got men on the inside from Engine 3, and the lines have been burned. I do not know their status, and we still have no water to go in after them.” 

Battalion 3 met with Battalion 2 and discussed that they may have lost a crew inside. Battalion 3 assumed command and Battalion 2 went to the rear of the building to coordinate rescue efforts. There, Battalion 2 met with the Captain from Engine 1. 

By this time, the building was fully involved and no rescue efforts could be mounted until the fire was knocked down. Officers at the front and the rear attempted to conduct a personnel accountability report (PAR) to determine who was missing and where they might be located. 

  • An engine company responding on mutual aid from the Virginia Beach Fire Department was flagged down, connected to Engine 1’s supply line, and completed the water supply to a hydrant behind the shopping center within the City of Virginia Beach. Engine 3 was forced to move back once again, and the supply line was disconnected from Engine 3 and used to supply water to Engine 4, a telesquirt that was positioned for defensive operations at the rear.

Extinguishment and Body Recovery 

The fire spread to the attic of the exposures on side two and was held in check by the fire wall on side four of the building. The fire was brought under control as the contents of the auto parts store burned off and several aerial streams were put into operation. After the fire was extinguished, a search for the missing firefighters was initiated. After the bodies of the firefighters were located, they were  removed from the fire building by members of the Virginia Beach Fire Department, and transferred by members of the Chesapeake Fire Department to medic units. 

The body recovery was supervised by the Chesapeake Fire Department Fire Marshal’s Office and documented. An investigation was immediately started by the Chesapeake Fire Department Fire Marshal. 

ANALYSIS 

Fire Cause and Flame Spread 

  • The fire was caused by the electrical short created when the power company truck struck the power line to the building. Investigation by the City of Chesapeake Electrical Inspector after the fire revealed that the meter contained wiring that appeared to have been tampered with and did not comply with the electrical code.
  • Several connections at the meter had been double-lugged, connecting multiple wires to single terminals. Additional investigation by Virginia Power revealed that the building may have been improperly grounded, leading to numerous hot connections when the short circuit occurred. The main fuse did not trip at the breaker panel and the wiring on all three air handling units had been fused. This probably resulted in the ignition of multiple spot fires in the truss loft above the store.
  • It appears that the fires in the truss loft were still relatively minor when Engine 3 arrived, but the fire spread rapidly throughout the space due to the light wood construction.
  • The wind drawn from the open doors at the front of the building also promoted rapid fire growth. This would have created a tremendous hidden fire in the wood truss loft area despite clear conditions inside the structure.
  • Reports of heavy smoke and fire conditions on the roof at the same time Engine 3’s crew was calling for pike poles and personnel to come inside are indications towards this scenario.
  • The interior of the auto parts store contained racks of auto parts and supplies, including oil, lubricants, rubber, and plastic parts. The contents were packed closely together and stored in tall racks near the ceiling.
  • Once the fire had broken through the ceiling in the rear of the building, these contents would have quickly reached their ignition temperatures, creating flashover conditions in the rear of the store as the fire progressed, trapping the firefighters and forcing them to seek an exit at the front of the store.

Roof Collapse 

  • The collapse of the pre-engineered truss roof occurred approximately 21 minutes after the time of dispatch, and within 35 minutes of the initial accident, that caused the electrical short.
  • The structure appears to have collapsed within 10 to 12 minutes after the truss space became heavily involved.
  • The collapse of similar truss assemblies under fire conditions within this time period has been well documented.
  • Post-incident investigations indicate that this truss assembly may have been weakened by deficiencies in the connection of the trusses to the beam on the east side of the building.
  • Also, the dead load of the three air conditioning units may have contributed to the rapid failure of the roof.
  • Reports from firefighters on the scene indicate that a partial failure of the truss assembly may have occurred in the rear of the building, followed shortly by the failure of the entire roof assembly.
  • It is possible that the crew of Engine 3 was trapped by the partial collapse of the roof in the rear, or by the collapse of racks containing auto parts in the building, or by the rapid spread of the fire and smoke which had broken through the ceiling.
  • It is also possible that a combination of these events occurred simultaneously. The failure of the entire roof assembly and complete involvement of the interior of the building with fire took place within one minute after the firefighters radioed for help, before any reaction to assist them could take place.

  

  

Fire Operations 

  

Initial Response - The first alarm assignment was overwhelmed by the situation, the circumstances, and the unusual sequence of events that occurred at this incident. It is evident that a larger force would have been needed to initiate an effective offensive or defensive operation for a working fire in a 6,000 square foot commercial occupancy, with attached exposures on two sides, with or without the unusual complications. 

  • The response of two engine companies, one ladder company and a battalion chief, provided a total of 25 only 10 personnel on the initial assignment.
  • The individual companies, which responded with three person crews, had limited capabilities to perform tasks independently.
  • This incident generated only a single call to 9-1-1 reporting an electrical problem.

  

 

LESSONS LEARNED AND REINFORCED  

1. RISK ASSESSMENT is the primary responsibility of the incident commander. 

This incident presented a very high risk to the firefighters who were attempting to make an interior attack. However, the risk factors were not recognized and the interior crew was not directed to abandon the building. Risk assessment should be a continual process, particularly when a situation is changing very quickly. 

2. ACCOUNTABILITY is an essential function of the Incident Command System. 

The location and operation of the initial attack crew was not tracked according to the incident command system that was in effect at the time of the fire. The system must keep track of the location, function, status, and assignment of every individual unit or company operating at the scene of an emergency incident. In order to be effective, the accountability process must be routinely initiated at the beginning of every incident and updated as the incident progresses and units are reassigned to different tasks. 

3. TACTICAL RADIO CHANNELS are essential for firefighter safety. 

The fireground operations were conducted on the same radio channel as the routine dispatch and transfer of additional units, hampering the fireground communications during the important early stages of the incident. Designated radio channels should be set aside specifically for communications between the incident commander and the units operating at the scene of an incident. The exchange of information, orders, instructions, warnings, and progress reports is essential to support safe and effective operations. Tactical channels should be assigned early and routinely to avoid the confusion that occurs when units that are already working are directed to switch to a different radio channel. 

4. FIRE OPERATIONS must be limited to those functions that can be performed safely with the number of personnel that are available at the scene of an incident. 

The initial response to this incident did not provide enough resources to safely initiate an effective interior attack for the situation that was encountered. The first arriving company initiated interior operations that could not be adequately performed or supported with the limited number of personnel at the scene or responding. The delayed arrival of back-up companies increased the risk exposure of the first due company. The situation called for a more conservative initial attack plan and/or an early retreat when the magnitude of the fire became evident. 

5. WATER SUPPLY is a critical component of a safe and successful operation. 

The failed attempt to establish an adequate and reliable water supply for the interior attack was a critical problem at this incident. This task occupied the second due engine company which was needed to provide either a back-up hose line to support the interior attack or a rapid intervention crew. 

6. LIGHTWEIGHT WOOD TRUSS CONSTRUCTION is prone to rapid failure under fire conditions. 

If the construction of the building had been known or recognized, the early failure of the roof structure should have been anticipated and the interior crew should have been withdrawn. This requires pre-fire planning to identify high risk properties and a reliable system to label the building or to inform the responding units of the risk factors of the building. It is usually difficult or impossible to make this determination when the building is burning.

Aerial View of the Current Auto Parts Store 2010

 

USFA Technical Report Series Incident Report: Tr-087 NFPA 1996 Report Summary Sheet: NFPAChesapeake

Ordinary and Heavy Timber Constructed Occupancies Training Download

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Training Program Download Compliments of Chris Naum

Operational Safety Considerations at Ordinary and Heavy Timber Constructed Occupancies 

Building Type III and IV Training Materials for the Fire Service

This program was developed to support the case study information published within the 2009 Near-Miss Reporting Calendar for the Month of May, 2009 for the National Firefighter Near-Miss Reporting System.  If you’re not familiar with the NFFNMRS, go to their web site, HERE  for insights on resources and timely operational and training information, data and resources. The National Fire Fighter Near-Miss Reporting System is a voluntary, confidential, non-punitive and secure reporting system with the goal of improving fire fighter safety. 

The Near-Miss Reporting System Report Case Study #08-0099 provided various insights into operational and safety issues affecting incident operations within a complex of warehouses built within the late 1800’s. 

The program objectives consist of;  

  • Increasing awareness of Type III and Type IV construction characteristics.
  • Provide awareness of inherent building construction, stability, performance and collapse considerations.
  • Provide a focus on Type III and Type IV building construction predominant in pre-1960 construction and occupancies.
  • Although Type III and IV construction is utilized in a variety of present day construction projects, these areas are excluded due to production limitations and focus on the near-miss case study reporting correlations.

This program provides an awareness level perspective on selective construction, operational and safety issues affecting the fire service, and does not represent other numerous areas of considerations. Formal training courses within a number of related subject areas is encouraged to increase knowledge and skill sets necessary to further strategic and tactical firefighting operations and incident management.

Resources:

  • National Firefighter Near-Miss Reporting System Operational Safety Considerations at Ordinary and Heavy Timber Constructed Occupancies PowerPoint Program developed by Christopher Naum, HERE 
  •  Informational Support  Narrative download, HERE

Do you know what to look for upon arrival? What Building features and factors will affect your operations?

Program Screenshot

1980 MGM Grand Hotel Fire-Thirty Years Ago

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Thirty years ago on the morning of November 21, 1980, 85 people died and more than 700 were injured as a result of a fire at the MGM Grand Hotel in Las Vegas, Nevada. This was the second largest life-loss hotel fire in United States history. It was determined during the investigation that the fire originated in the wall soffit of the side stand in the Deli, one of five restaurants located on the casino level. The investigators concluded that several factors contributed to the cause of the fire but the primary source of ignition was an electrical ground fault. 

Once the fire ignited, it quickly traveled to the ceiling and the giant air-circulation system above the casino. In the casino, flames fed on flammable furnishings, including wall coverings, PVC piping, glue, fixtures, and even the mirrors on the walls, which were made of plastic.  

The fire burned undetected for hours until it flashed over just after 7 a.m. and began spreading at a rate of 19 feet (5.8 meters) per second through the casino. As fire companies and firefighters were arriving, according to published reports, an estimated one-million-cubic-foot wall of flames was rushing through the casino, melting slot machines and sending a cyanide-laced cloud of killer smoke pouring upward.  

The investigation determined that the rapid fire spread was due to a series of installation and building design flaws. A wire at the point of fire origin that had been improperly grounded could’ve been discovered had the area been inspected. A compressor wasn’t properly installed. A piece of copper wasn’t insulated correctly. A fire alarm never sounded. A stairwell that was a crucial escape route filled with smoke. The laundry chutes failed to seal and defects existed in the heating, ventilation, and air-conditioning systems. All of these factors contributed to the spread of smoke.  

Photo: AP/World Wide

This fire provided a wake-up call for the industry to improve fire safety standards in hotels around the country. As a result, hotels today are safer than ever.  

  • About 5,000 people were in the resort when the blaze started to burn in earnest.
  • Many were trapped in their rooms, in the corridors, and in stairwells, and most of the victims died at the scene or in Las Vegas Valley hospitals.
  • Another handful of victims succumbed to fire-related injuries within a year.
  • Fourteen firefighters were hospitalized, most suffering from smoke inhalation.
  • According to the newspapers reports, NFPA’s Fire Investigation Manager, David Demers, concluded that “with sprinklers, it would have been a one or two sprinkler fire, and we would never have heard about it.”
  • An employee cutting through the closed Deli on the way to work was the first to see the fire. The worker, not identified by name in the fire investigation report, called security, then tried to put it out. The worker wasn’t trained and the proper equipment wasn’t there, the NFPA investigation said.
  • A visiting firefighter from Illinois breakfasting in an adjacent coffee shop also tried to help a security guard find an extinguisher to put out the electrical fire, but they couldn’t locate one.
  • A flame front moved into the casino, where the fire gained speed and strength, fueled by more flammable materials, including the highly flammable adhesive used to attach ceiling tiles.
  • Again, sprinklers would have put the fire out there.
  • Without them, within minutes, the fireball tore through the casino, blowing out the doors leading to the valet area.
  • Soon, killer smoke rose through the 26-floor high-rise tower via ventilation ducts.
  • While the lack of sprinklers was a major factor contributing to the severity of the MGM fire, it’s not that simple. Blame also has to be given to code violations, design flaws, installation errors, and materials that made the fire worse.
  • The fire alarms didn’t sound because they were manual and nobody pulled them. However, the disaster might have been worse if the alarms had prompted more people to rush into smoke-filled hallways.
  • Despite the discovery of 83 building code violations, nobody was ever charged criminally with any wrongdoing

 To make matters worse, fire marshals had insisted sprinklers be installed in the casino during the building’s construction in 1972, but the hotel refused to pay for the $192,000 system, and a Clark County building official sided with the resort. Authorities later said the sprinkler system could have prevented the disaster at the hotel, which is now Bally’s Las Vegas Hilton Casino Resort. The fallout was $223 million in legal settlements, in addition to the lives lost.   

  • Construction of the 26-story MGM Grand Hotel and Casino (currently Bally’s) started in 1972 and it opened in December of 1973.
  • There were 2,078 rooms at the hotel and the total area of the hotel and casino was approximately two million square feet.
  • Fire sprinkler systems were not installed in the high-rise hotel, the casino (approximately 380 by 1200 feet, or 450,000 square feet), and the restaurant areas.
  • Only partial fire sprinkler protection was provided for limited areas (arcade, showrooms and convention areas) on the ground level.
  • Where the sprinklers had been installed, they clearly worked. But sprinklers weren’t anywhere near where the fire broke out behind a wall near a serving station at The Deli that Friday morning about 7:10 a.m.
  • The Deli had received an exemption for sprinklers because it was supposed to be a 24-hour restaurant. It was assumed someone would always be there to put out a fire.
  • But then the hours changed and The Deli wasn’t open all the time. It was closed when the fire erupted.
  • The fire, caused by an electrical ground-fault, smoldered for hours before breaking through the wall.

   

  • According to NFPA’s final investigation report , several major factors contributed to the large loss of life in this fire. Among them was the rapid fire and smoke development in the casino in the early stages of the fire due, in part, to the lack of sprinklers and adequate fire barriers.
  • The fire generated massive amounts of smoke that spread up the hotel’s 23-story high-rise tower through unprotected vertical seismic joints and elevator hoistways and the substandard interior stair enclosures and exit passages.
  • In addition, the hotel’s heating, ventilating, and air conditioning continued to operate during the fire, pushing smoke throughout the high-rise.
  • Investigators found no evidence that the hotel had executed an emergency plan or sounded an evacuation alarm signal. Nor was there any evidence of manual fire alarm pull stations in the natural escape path in the casino.
  • The number and capacity of the exits from the casino were deficient, and the travel distances from certain areas of the casino to the exits were too long.
  • Finally, there was no automatic means of recalling the elevators to the main floor during the fire to prevent people from boarding them. Ten of the MGM Grand victims were found in the hotel’s elevators.
  • As a result of this fire, NFPA Life Safety Code® requirements for stairwell re-entry onto building floors if the exit stair enclosure becomes untenable were changed to include three options.
  • Stairwell doors must now remain unlocked on the inside of the stairwell so that people can get from the stairwell back to guest room floor.
  • Or they may be locked, but they must automatically unlock when the building’s fire alarm system activates.
  • Or hotels may use selected re-entry, in which there may be no more than four intervening floors between unlocked doors and signs must be provided to direct occupants to the floors with unlocked doors

Graphic by Mike Johnson.

  On the night of February 10, 1981, just 90 days after the devastating MGM Grand fire, an arson fire started at the Las Vegas Hilton, which at the time was being retrofitted with modern fire safety equipment. Firefighters, using the knowledge they had learned from the MGM fire, used local television networks to notify people to stay in their rooms and not go out to the halls and stairwells. Because of the lessons learned, only eight people died in this fire compared with the 84 people who died in the MGM Grand fire 

   

   

Reference Links: HERE, HERE, HERE , HERE and HERE   

Clark County (NV) Fire Department Report: HERE and Link to FD Page HERE   

NFPA Summary Report, HERE and HERE  and Article Link HERE 

NFPA Looking back at the MGM Fire, HERE   

RELATED NFPA INFORMATION
 NFPA Investigation Report: Las Vegas MGM Grand Fire  

 U.S. Hotel Fire Incident With 10 Or More Fatalities (PDF, 17KB)
 Additional Hotel/Motel Safety Information and Statistics
 Looking Back: The MGM Grand Hotel Fire (NFPA Journal, May/June 2010)
 NFPA remembers the 1980 MGM Grand fire in Las Vegas (NFPA Journal, March/April 2001) 

Las Vegas Review Journal Media Research: Here   

USFA Topical Fire Report Series; Hotel and Motel Fires, HERE 

Lessons from the Past: MGM Grand Fire on Firehouse.com, HERE   

Las Vegas and Nevada history as told by those who lived it- The MGM Fire 1980. This six part series was broadcast in 2000 and produced by KNPR’s Tim Anderson with support from the Nevada Humanities Committee. HERE   

These links from the Las Vegas Review Journal Media covered the 25th Anniversary of the event;   

IN DEPTH: MGM GRAND HOTEL FIRE: 25 YEARS LATER
IN DEPTH: MGM GRAND HOTEL FIRE: 25 YEARS LATER: Disaster didn’t have to be
IN DEPTH: MGM GRAND HOTEL FIRE: 25 YEARS LATER: Officer recalls eerie scene at burned hotel   

MGM Grand Fire Photos, HERE   

Current Data from the USFA:  

  • An estimated 3,900 hotel and motel fires are reported to U.S. fire departments each year and cause an estimated 15 deaths, 150 injuries, and $76 million in property loss.
  • Hotel and motel fires are considered part of the residential fire problem. However, they comprise only approximately 1 percent of residential building fires.
  • Half of hotel and motel fires are small, confined fires.
  • Cooking is the leading cause of hotel and motel fires (46 percent). Almost all hotel and motel cooking fires are small, confined fires (97 percent).
  • Eighteen percent of non-confined hotel and motel fires extend beyond the room of origin. The leading causes of these larger fires are electrical malfunctions (24 percent), intentionally set fires (15 percent), and fires caused by open flames (12 percent). In contrast, 42 percent of all non-confined residential building fires extend beyond the room of origin.
  • While bedrooms are the primary origin of non-confined fires (23 percent), when confined cooking fires are considered, the kitchen or other cooking area is the most prevalent area of fire origin.
  • Hotel and motel fires are more prevalent in the cooler months due to increases in heating fires and peak in February (9 percent).

Bally's Las Vegas, formerly the MGM Grand Hotel and Casino today

Thanksgiving Day Fires in Residential Buildings

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The Federal Emergency Management Agency’s (FEMA) United States Fire Administration (USFA) issued a special report examining the characteristics of Thanksgiving Day fires in residential buildings. The report, Thanksgiving Day Fires in Residential Buildings, was developed by USFA’s National Fire Data Center and is further evidence of FEMA’s commitment to sharing information with fire departments and first responders around the country to help them keep their communities safe during this holiday.

The report is part of the Topical Fire Report Series and is based on 2006 to 2008 data from the National Fire Incident Reporting System (NFIRS). According to the report, an estimated 2,000 Thanksgiving Day fires in residential buildings occur annually in the United States, resulting in an estimated average of 5 deaths, 25 injuries, and $21 million in property loss. The leading cause of all Thanksgiving Day fires in residential buildings is, by far, cooking.

In addition, these fires occur most frequently in the afternoon hours from noon to 4 p.m. Smaller, confined fires account for 71 percent and larger, nonconfined fires account for 29 percent of Thanksgiving Day fires in residential buildings. Finally, smoke alarms were not present in 20 percent of nonconfined Thanksgiving Day fires that occurred in occupied residential buildings.

The topical reports are designed to explore facets of the U.S. fire problem as depicted through data collected in NFIRS. Each topical report briefly addresses the nature of the specific fire or fire-related topic, highlights important findings from the data, and may suggest other resources to consider for further information. Also included are recent examples of fire incidents that demonstrate some of the issues addressed in the report or that put the report topic in context.

 FINDINGS

  • An estimated 2,000 Thanksgiving Day fires in residential buildings are reported to U.S. fire departments each year and cause an estimated average of 5 deaths, 25 injuries, and $21 million in property loss.

  • Smaller, confined fires account for 71 percent of Thanksgiving Day fires in residential buildings.

  • Thanksgiving Day fires in residential buildings occur most frequently in the afternoon hours from 12 to 4 p.m., peaking from noon to 1 p.m.

  • Cooking is the leading cause of all Thanksgiving Day fires in residential buildings at 69 percent. Nearly all of these cooking fires (97 percent) are small, confined fires with limited damage.

  • Electrical malfunctions (14 percent), carelessness or other unintentional actions (14 percent), and open flames (13 percent) are the leading causes of the larger, nonconfined Thanksgiving Day fires in residential buildings.

  • Nonconfined Thanksgiving Day fires in residential buildings most often start in cooking areas and kitchens (22 percent).

  • The leading category of factors contributing to ignition of nonconfined Thanksgiving Day fires in residential buildings is the “misuse of material or product” (35 percent). Within this category, heat source too close to combustible materials and abandoned or discarded materials account for 14 percent and 9 percent of all nonconfined Thanksgiving Day fires in residential buildings, respectively.

  • No smoke alarms were present in 20 percent of nonconfined Thanksgiving Day fires in occupied residential buildings.

Seventy-nine percent of Thanksgiving Day fires in residen-tial buildings are confined to the object of origin (Figure 2). Included in these fires are those coded as “confined fires” in NFIRS. Nine percent of the Thanksgiving Day fires in residential buildings are confined to the room of origin, and the remaining 12 percent extend beyond the room of fire origin.

Copy of the Report, HERE

http://www.usfa.dhs.gov/downloads/pdf/statistics/v11i5.pdf

Operational Safety at Basement Fires: Close Call

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Basement fires in both residential and commercial occupancies are one of the most challenging tactical operations that present numerous risk factors that required the highest degree of situational awareness, training skill sets and continuous incident monitoring and assessment to gauge building structural integrity, fire behavior and crew integrity and performance. 

An explosion rocked a Fairdale, Kentucky neighborhood this past weekend while the homeowner was in the process of doing remodeling his basement. A Camp Taylor (KY) firefighter survived a floor collapse that momentarily trapped him proximal to the seat of a working basement fire. Camp Taylor (FD) Captain Mark Long sustained second and third degree leg burns after falling through the floor of the burning home and subsequently being rescue by other fire department personnel. 

Fellow firefighters, including his brother-in-law, who was right behind him prior to his fall, were yelling and screaming at Long to hang on.  They managed to get a ladder to the basement and it was up to Long to find the strength to get out.  He says “I started to try to climb up. I got two, I lost my grip, fell flat into the fire.  I was so exhausted.” On his third attempt, he did find the strength and pulled himself up the ladder and out of the flames.  

According to published reports a coordinated fire suppression effort was undertaken, with heavy fire involvement extending throughout the house and into the roof area. Interior fire attack was commenced, and as crews began moving across the first floor area above the seat of the fire, the floor subassembly failed causing an isolated collapse and compromise of the structural floor system and sub-floor decking, resulting in Captain Long falling into the basement. The fire originating in the basement was the result of the homeowners’ use of acetone as a floor treatment when the chemical vapors were ignited by the hot water heater causing an explosion and resulting fire. 

Safety Considerations related to Residential Occupancies (non-inclusive) 

  • Conduct a thorough fire size-up and communicate the findings to all personnel on-scene before entering the building.
  • Conduct an assessment of the Building Profile ( building construction type, structural assembly systems and features and age) and assesss fire behavior and intensity levels.
  • Ensure an adequte Risk Assessement is conducted and that Risk versus Gain is determined
  • Maintain situational awareness throughout the tactical deployment of crews within the interior of the structure
  • Conduct a 360 degree perimeter assesement when feasible to determine access and egress points, fire location and travel and other mission critical operational perameters.
  • Incident commanders and company officers should be trained and experienced in structure fire size up to avoid putting fire fighters at unneeded risk of working above fire-damaged floors.
  • Do not enter a structure, room, or area when fire is suspected to be directly beneath the floor or area where fire fighters would be operating, or if the location of the fire is unknown.
  • Never assume structural safety of any floor (regardless of the construction) having a significant fire under it.
  • Conduct pre-incident planning inspections during the construction phase to identify the type of floor construction.
  • If pre-planning is not conducted, assume residential construction and small commercial buildings built since the early 1990s may contain engineered wood I-joists.
  • Report construction deficiencies noted during preplanning to local building code officials. For example, engineered wood floor joists should only be modified per manufacturer specifications—usually limited to cutting to length and removing pre–cut knockouts for utility access. Report damaged or cut chords or webs to building officials.
  • Develop, enforce, and follow standard operating procedures (SOPs) on how to size up and combat fires safely in buildings of all construction types. Rapid intervention teams (RIT) should include a portable ladder with their RIT equipment when deployed at basement fires.
  • Ensure Time Compression is considered: Ensure Command has the ability to monitor progress or elapsed incident time and adjusts strategic and tactical plans accordingly and in a time effective manner. 
  • Provide training on identifying signs of weakened floor systems (soft or spongy feel, heat transmitted through floor, downward bowing, etc.).
  • Make fire fighters aware that all floor types can fail with little or no warning.
  • Use a thermal imaging camera to help locate fires burning below or within floor systems, but recognize that the camera cannot be relied upon to assess the strength or safety of the floor. (Refer to the recent UL Test Data and Operational Safety Considerations ”Structural Stability of Engineered Lumber in Fire Conditions” available at http://www.uluniversity.us/ )
  • Fire fighters should be trained on the use of thermal imaging cameras, including limitations and difficulties in detecting fire burning below floor systems. (See reference to UL above)
  • Immediately evacuate and, if possible, use alternate exit routes when floor systems directly beneath the floor where fire fighters would be operating are weakened by fire.
  • Use defensive overhaul procedures after fire extinguishment in structures containing fire-damaged floor systems of all types.
  • Consider becoming active in the building code process and influence requirements for fire resistance of floor and ceiling systems to further fire fighter safety and health.
  • Ensure RIT personnel area staged and have complete a site assessment of the building and occupany upon thier arrival and set-up
  • Ensure that a rapid intervention team (RIT) is on the scene as part of the first alarm and in position to provide immediate assistance prior to crews entering a hazardous environment

Here are some resources and case studies resulting from operations at floor collapses;

Incident links; HERE, HERE, HERE and HERE 


 

What’s On Your Radar Screen?

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BuildingsonFire 2010; Building Construction, Command Risk Management and Operational Safety

Major Influencing Fire Service Reports, Issues or Focus that should be on Your Radar Screen

The following list is but a modest cross section of pertinent information or focus areas today’s Firefighter, Company or Command Officer MUST be knowledgeable in, have insights and proficiency based technical skills to function with a level of competencies demanded in  today’s  fire service.

If these are not on your radar screen or you haven’t got a blip of a clue what they’re about; then you are derelict and not doing your job- and the end result could be a less than desirable outcome on the fireground; it’s that simple, it’s that direct.

Have you read these reports, understand the issues & influences, increased your knowledge, skills and abilities in any gap areas or taken the time to research the cutting edge issues affecting today’s fire service?

The City of Charleston Sofa Super Store LODD-Routley Fire Report

Read the report; understand the incident, the building performance, the fire behavior and the operation process deployed. Gain the insights from the overall apparent and contributing causes identified and presented and assess how these relate to your fire service perspective and department’s culture and performance today.

  • City of Charleston Post Incident Assessment and Review Team Phase I Report, HERE
  • Routley Final Phase II Report HERE
  • NIOSH Investigative Report, HERE
  • NIOSH REPORT SUMMARY
  • NIOSH investigators concluded that, to minimize the risk of similar occurrences, fire departments should:
  • develop, implement and enforce written standard operating procedures (SOPs) for an occupational safety and health program in accordance with NFPA 1500
  • develop, implement, and enforce a written Incident Management System to be followed at all emergency incident operations
  • develop, implement, and enforce written SOPs that identify incident management training standards and requirements for members expected to serve in command roles
  • ensure that the Incident Commander is clearly identified as the only individual with overall authority and responsibility for management of all activities at an incident
  • ensure that the Incident Commander conducts an initial size-up and risk assessment of the incident scene before beginning interior fire fighting operations
  • train fire fighters to communicate interior conditions to the Incident Commander as soon as possible and to provide regular updates
  • ensure that the Incident Commander establishes a stationary command post, maintains the role of director of fireground operations, and does not become involved in fire-fighting efforts
  • ensure the early implementation of division / group command into the Incident Command System
  • ensure that the Incident Commander continuously evaluates the risk versus gain when determining whether the fire suppression operation will be offensive or defensive
  • 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 crew integrity is maintained during fire suppression operations
  • ensure that a rapid intervention crew (RIC) / rapid intervention team (RIT) is established and available to immediately respond to emergency rescue incidents
  • ensure that adequate numbers of staff are available to immediately respond to emergency incidents
  • ensure that ventilation to release heat and smoke is closely coordinated with interior fire suppression operations
  • conduct pre-incident planning inspections of buildings within their jurisdictions to facilitate development of safe fireground strategies and tactics
  • consider establishing and enforcing standardized resource deployment approaches and utilize dispatch entities to move resources to fill service gaps
  • develop and coordinate pre-incident planning protocols with mutual aid departments
  • ensure that any offensive attack is conducted using adequate fire streams based on characteristics of the structure and fuel load present
  • ensure that an adequate water supply is established and maintained
  • consider using exit locators such as high intensity floodlights or flashing strobe lights to guide lost or disoriented fire fighters to the exit
  • ensure that Mayday transmissions are received and prioritized by the Incident Commander
  • train fire fighters on actions to take if they become trapped or disoriented inside a burning structure
  • ensure that all fire fighters and line officers receive fundamental and annual refresher training according to NFPA 1001 and NFPA 1021
  • implement joint training on response protocols with mutual aid departments
  • ensure apparatus operators are properly trained and familiar with their apparatus
  • protect stretched hose lines from vehicular traffic and work with law enforcement or other appropriate agencies to provide traffic control
  • ensure that fire fighters wear a full array of turnout clothing and personal protective equipment appropriate for the assigned task while participating in fire suppression and overhaul activities
  • ensure that fire fighters are trained in air management techniques to ensure they receive the maximum benefit from their self-contained breathing apparatus (SCBA)
  • develop, implement and enforce written SOPS to ensure that SCBA cylinders are fully charged and ready for use
  • use thermal imaging cameras (TICs) during the initial size-up and search phases of a fire
  • develop, implement and enforce written SOPs and provide fire fighters with training on the hazards of truss construction
  • establish a system to facilitate the reporting of unsafe conditions or code violations to the appropriate authorities
  • ensure that fire fighters and emergency responders are provided with effective incident rehabilitation
  • provide fire fighters with station / work uniforms (e.g., pants and shirts) that are compliant with NFPA 1975 and ensure the use and proper care of these garments.

Additionally, federal and state occupational safety and health administrations should:

  • consider developing additional regulations to improve the safety of fire fighters, including adopting National Fire Protection Association (NFPA) consensus standards.

Additionally, manufacturers, equipment designers, and researchers should:

  • continue to develop and refine durable, easy-to-use radio systems to enhance verbal and radio communication in conjunction with properly worn SCBA
  • conduct research into refining existing and developing new technology to track the movement of fire fighters inside structures.

Additionally, code setting organizations and municipalities should:

  • require the use of sprinkler systems in commercial structures, especially ones having high fuel loads and other unique life-safety hazards, and establish retroactive requirements for the installation of fire sprinkler systems when additions to commercial buildings increase the fire and life safety hazards
  • require the use of automatic ventilation systems in large commercial structures, especially ones having high fuel loads and other unique life-safety hazards.

Additionally, municipalities and local authorities having jurisdiction should:

  • coordinate the collection of building information and the sharing of information between building authorities and fire departments
  • consider establishing one central dispatch center to coordinate and communicate activities involving units from multiple jurisdictions
  • ensure that fire departments responding to mutual aid incidents are equipped with mobile and portable communications equipment that are capable of handling the volume of radio traffic and allow communications among all responding companies within their jurisdiction.

Everyone Goes Home Campaign

  • Everyone Goes Home® is a national program by the National Fallen Firefighters Foundation to prevent line-of-duty deaths and injuries. In March 2004, a Firefighter Life Safety Summit was held to address the need for change within the fire service. At this summit, the 16 Firefighter Life Safety Initiatives were created and a program was born to ensure that Everyone Goes Home®.
  • Recognizing the need to do more to prevent line-of-duty deaths and injuries, the National Fallen Firefighters Foundation has launched a national initiative to bring prevention to the forefront.
  • In March 2004, the Firefighter Life Safety Summit was held in Tampa, Florida to address the need for change within the fire and emergency services. Through this meeting, 16 Life Safety Initiatives were produced to ensure that Everyone Goes Home®.
  • The first major action was to sponsor a national gathering of fire and emergency services leaders. The National Fallen Firefighters Foundation will play a major role in helping the U.S. Fire Administration meet its stated goal to reduce the number of preventable firefighter fatalities. The Foundation sees fire service adoption of the summit’s initiatives as a vital step in meeting this goal.
  • The Courage to Be Safe® On-Line Program , HERE
  • Media CenterUsing variations of the Courage to Be Safe ®…So Everyone Goes Home® field program, along with material from the Firefighter Life Safety Initiatives Resource Kit we will develop and deploy a new online learning segment each month. These online learning segments will allow you to expand upon your personal and professional development when you want and how you want. Watch them by yourself or integrate them into your organizational training programs. Remember, that safety results from constant training and putting those skills to work everyday, on every call – SO EVERYONE GOES HOME. HERE
  • The Firefighter Life Safety Initiatives Advocates Program will play a key role in helping to bring about awareness of the Initiatives and act as a conduit for resources to enable departments to implement and advocate them. HERE
  • The 16 Fire Fighter Life Safety Initiatives
    1. Define and advocate the need for a cultural change within the fire service relating to safety; incorporating leadership, management, supervision, accountability and personal responsibility.
    2. Enhance the personal and organizational accountability for health and safety throughout the fire service.
    3. Focus greater attention on the integration of risk management with incident management at all levels, including strategic, tactical, and planning responsibilities.
    4. All firefighters must be empowered to stop unsafe practices.
    5. Develop and implement national standards for training, qualifications, and certification (including regular recertification) that are equally applicable to all firefighters based on the duties they are expected to perform.
    6. Develop and implement national medical and physical fitness standards that are equally applicable to all firefighters, based on the duties they are expected to perform.
    7. Create a national research agenda and data collection system that relates to the initiatives.
    8. Utilize available technology wherever it can produce higher levels of health and safety.
    9. Thoroughly investigate all firefighter fatalities, injuries, and near misses.
    10. Grant programs should support the implementation of safe practices and/or mandate safe practices as an eligibility requirement.
    11. National standards for emergency response policies and procedures should be developed and championed.
    12. National protocols for response to violent incidents should be developed and championed.
    13. Firefighters and their families must have access to counseling and psychological support.
    14. Public education must receive more resources and be championed as a critical fire and life safety program.
    15. Advocacy must be strengthened for the enforcement of codes and the installation of home fire sprinklers.
    16. Safety must be a primary consideration in the design of apparatus and equipment.

NIST Wind Driven Fire Study

  • 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, as have a number of other incidents nationally that have resulted in increased research into this operational and tactical challenge.
  • 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.
  • This project extends previous work for ventilation under wind driven conditions.  There are many questions regarding wind driven fires.  For example can these PPV fans be used successfully under wind driven fire conditions in large structures?  Large structures, such as high rise buildings, provide additional challenges to fire fighter and building occupant safety: increased travel distance (exposure time), more complicated egress path, and potentially larger fires.  In 2002 there were 7,300 reported fires in high rise structures.
  • Other tactics incorporating devices, such as wind control devices (WCD) to control the ventilation conditions or the use of a “high rise” nozzle from the floor below the fire floor have been tried by the fire service under “real fire” conditions with varying levels of success.
  • A comprehensive free DVD set from the NIST includes a presentation video that explains PPV, examines the results of NIST’s PPV research, and closes with a focus on the use of PPV tactics in high-rise buildings.  All of the NIST PPV reports referenced in the presentation are included on Disc 1 of the set.  All of the videos from the high-rise fire experiments are also provided with a user-friendly, graphic menu that can be used on a PC or a DVD player.  NIST, with support from USFA, DHS, and fire departments across the country, has taken engineering principles and applied them to fire service PPV tactics in order to improve fire fighter safety
  • NIST References HERE and HERE

NIST Fire Fighting Tactics Under Wind Driven Conditions: Laboratory Experiments

  • A series of experiments was conducted in our Large Fire Laboratory to examine the impact of wind control curtains and externally applied hose streams on a wind driven fire.  The results from these experiments will allow us to better understand the fire dynamics within a structure and provide guidance as to the important measurements needed in the future experiments in a high-rise on Governor’s Island in New York City.
  • Fire Fighting Tactics Under Wind Driven Conditions Report, HERE
  • Reference Data HERE

NIST Firefighter Safety and Deployment Study; Report on Residential Fireground Field Experiments

  • The NIST Firefighter Safety and Deployment Study; Titled- Report on Residential Fireground Field Experiments was recently released to the public providing . A copy of the report is attached.
  • Report Abstract:
  • Service expectations placed on the fire service, including Emergency Medical Services (EMS), response to natural disasters, hazardous materials incidents, and acts of terrorism, have steadily increased. However, local decision-makers are challenged to balance these community service expectations with finite resources without a solid technical foundation for evaluating the impact of staffing and deployment decisions on the safety of the public and firefighters. For the first time, this study investigates the effect of varying crew size, first apparatus arrival time, and response time on firefighter safety, overall task completion, and interior residential tenability using realistic residential fires.
  • This study is also unique because of the array of stakeholders and the caliber of technical experts involved. Additionally, the structure used in the field experiments included customized instrumentation; all related industry standards were followed; and robust research methods were used. The results and conclusions will directly inform the NPFA 1710 Technical Committee, who is responsible for developing consensus industry deployment standards.
  • This report presents the results of more than 60 laboratory and residential fireground experiments designed to quantify the effects of various fire department deployment configurations on the most common type of fire—a low hazard residential structure fire. For the fireground experiments, a 2,000 sq ft (186 m2), two-story residential structure was designed and built at the Montgomery County Public Safety Training Academy in Rockville, MD. Fire crews from Montgomery County, MD and Fairfax County.
  • Report results quantify the effectiveness of crew size, first-due engine arrival time, and apparatus arrival stagger on the duration and time to completion of the key 22 fireground tasks and the effect on occupant and firefighter safety.
  • The report is also available for download at the NIST, HERE
  • Synopsis HERE

USFA/NIST Trends in Firefighter Fatalities Due to Structural Collapse, 1979-2002

  • Between the years 1979 and 2002 there were over 180 firefighter fatalities due to structural collapse, not including those firefighters lost in 2001 in the collapse of the World Trade Center Towers. Structural collapse is an insidious problem within the fire fighting community. It often occurs without warning and can easily cause multiple fatalities.
  • As part of a larger research program to help reduce firefighter injuries and fatalities the U.S. Fire Administration (USFA) funded the National Institute of Standards and Technology (NIST) to examine records and determine if there were any trends and/or patterns that could be detected in firefighter fatalities due to structural collapse. If so, these trends could be brought immediately to the attention of training officers and incident commanders and investigated further to determine probable causes.
  • Report: Trends in Firefighter Fatalities Due to Structural Collapse1979-2002
  • Report: Early Warning Capabilities for Firefighters:Testing of Collapse Prediction Technologies

UL Fire Academy CBT

  • UL Structural Stability of Engineered Lumber in Fire Conditions
  • Base on the UL research and
  • This two-hour presentation summarizes a research study on the hazards posed to firefighters by the use of lightweight construction and engineered lumber in floor and roof designs. This free on-line computer based presentation will allow fire professionals to better interpret fire hazards and assess risk for life safety of building occupants and firefighters.
  • This online firefighter training course is the result of a research partnership among UL, the Chicago Fire Department, IAFC, and Michigan State University, funded in part by the U.S. Department of Homeland Security. This self-guided course, which focuses on the structural stability of engineered lumber under fire conditions, is targeted toward the 1.1 million fire service personnel in the United States and Canada. The knowledge developed and shared in this course is critically important to firefighter and civilian safety.
  • This two-hour presentation summarizes a research study on the hazards posed to firefighters by the use of lightweight construction and engineered lumber in floor and roof designs. This free on-line computer based presentation will allow fire professionals to better interpret fire hazards and assess risk for life safety of building occupants and firefighters.
  • Program Objectives:
  • Provide brief history of events leading up to DHS Grant tests
  • Identify the fire test hypothesis, parameters, and steps completed in the testing process
  • Compare tests results (legacy vs. modern construction)
  • Communicate learnings from our partners representing the fire service
  • Discuss code recommendations
  • UL University on-line Program HERE

USFA/NIST Trends in Firefighter Fatalities Due to Structural Collapse, 1979-2002

  • Between the years 1979 and 2002 there were over 180 firefighter fatalities due to structural collapse, not including those firefighters lost in 2001 in the collapse of the World Trade Center Towers. Structural collapse is an insidious problem within the fire fighting community. It often occurs without warning and can easily cause multiple fatalities.
  • As part of a larger research program to help reduce firefighter injuries and fatalities the U.S. Fire Administration (USFA) funded the National Institute of Standards and Technology (NIST) to examine records and determine if there were any trends and/or patterns that could be detected in firefighter fatalities due to structural collapse. If so, these trends could be brought immediately to the attention of training officers and incident commanders and investigated further to determine probable causes.
  • Report: Trends in Firefighter Fatalities Due to Structural Collapse1979-2002
  • Report: Early Warning Capabilities for Firefighters:Testing of Collapse Prediction Technologies

NIOSH LODD Reports

  • Each year an average of 105 fire fighters die in the line of duty. To address this continuing national occupational fatality problem, NIOSH conducts independent investigations of fire fighter line of duty deaths. The dedicated web page provides access to NIOSH investigation reports and other fire fighter safety resources.
  • NIOSH Web Page HERE
  • Through the Fire Fighter Fatality Investigation and Prevention Program, NIOSH conducts investigations of fire fighter line-of-duty deaths to formulate recommendations for preventing future deaths and injuries. The program does not seek to determine fault or place blame on fire departments or individual fire fighters, but to learn from these tragic events and prevent future similar events.
  • Fire Fighter Fatality Investigation Reports, HERE

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

  • 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.
  • Report HERE

NIOSH Report; Preventing Deaths and Injuries of Fire Fighters Working Above Fire Damaged Floors

  • Fire fighters are at risk of falling through fire-damaged floors. Fire burning underneath floors can significantly degrade the floor system with little indication to fire fighters working above.
  • Floors can fail within minutes of fire exposure, and new construction technology such as engineered wood floor joists may fail sooner than traditional construction methods.
  • NIOSH recommends that fire fighters use extreme caution when entering any structure that may have fire burning beneath the floor.
  • Report HERE

NIOSH ALERT: Preventing Injuries and Deaths of Fire Fighters due to Truss System Failures

  • Fire fighters may be injured and killed when fire-damaged roof and floor truss systems collapse, sometimes without warning.
  • The National Institute for Occupational Safety and Health (NIOSH) requests assistance in preventing injuries and deaths of fire fighters due to roof and floor truss collapse during fire-fighting operations. Roof and floor truss system collapses in buildings that are on fire cannot be predicted and may occur without warning.
  • NIOSH recommends that fire departments review their occupational safety programs and standard operating procedures to ensure they include safe work practices in and around structures that contain trusses. Building owners should follow proper building codes and consider posting building construction information outside a building to advise fire fighters of the conditions they may encounter.
  • ALERT Report HERE

National Near Miss Reporting System (NNMRS) Operating Experience

  • The National Fire Fighter Near-Miss Reporting System is a voluntary, confidential, non-punitive and secure reporting system with the goal of improving fire fighter safety.
  • Submitted reports will be reviewed by fire service professionals. Identifying descriptions are removed to protect your identity. The report is then posted on this web site for other fire fighters to use as a learning tool.
  • National Fire Fighter Near-Miss Reporting System Web Site, HERE
  • Search Reports, HERE
  • Resources, HERE

USFA Incident Reports (Stop History Repeating Events-HRE)

  • USFA provides information resources in many formats, including books, pamphlets and DVD’s, free of charge.
  • The U.S. Fire Administration develops reports on selected major fires throughout the country. The fires usually involve multiple deaths or a large loss of property. But the primary criterion for deciding to do a report is whether it will result in significant “lessons learned.” In some cases these lessons bring to light new knowledge about fire–the effect of building construction or contents, human behavior in fire, etc. In other cases, the lessons are not new but are serious enough to highlight once again, with yet another fire tragedy report. In some cases, special reports are devel­oped to discuss events, drills, or new technologies which are of interest to the fire service.
  • The reports are sent to fire magazines and are distributed at National and Regional fire meetings. The International Association of Fire Chiefs assists the USFA in disseminating the findings throughout the fire service. On a continuing basis the reports are available on request from the USFA; announce­ments of their availability are published widely in fire journals and newsletters
  • This body of work provides detailed information on the nature of the fire problem for policymakers who must decide on allocations of resources between fire and other pressing problems, and within the fire service to improve codes and code enforcement, training, public fire education, building technology, and other related areas.
  • The Fire Administration, which has no regulatory authority, sends an experienced fire investigator into a community after a major incident only after having conferred with the local fire authorities to insure that the assistance and presence of the USFA would be supportive and would in no way interfere with any review of the incident they are themselves conducting. The intent is not to arrive during the event or even immediately after, but rather after the dust settles, so that a complete and objective review of all the important aspects of the incident can be made
  • Technical Reports and On-line Publications, HERE

Prince William County (VA) Fire Rescue Kyle Wilson LODD Report

  • The Prince William County (VA) Department of Fire and Rescue published a comprehensive line of duty death report for Technician I Kyle R. Wilson on Saturday, January 26, 2008. Technician I Wilson was the first line of duty death in the Department’s 41-year history. The Department is sharing the LODD Investigative Report to honor Kyle, and in an effort to reduce and prevent firefighter line of duty deaths at the local, region, state, and national levels.
  • Technician Kyle Robert Wilson was 24-years old and was born in Olney, Maryland. He grew up in Prince William County and graduated from Hylton High School and George Mason University. He was an avid baseball and softball player. Technician Wilson joined the Prince William County Department of Fire and Rescue on January 23, 2006. 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.
  • The Department of Fire and Rescue immediately formed a multi-dimensional investigation team following the incident. The investigation team was comprised of five Department of Fire and Rescue uniform personnel and two external members from area fire departments. For eight months, the team thoroughly examined the events that occurred at the Marsh Overlook fire incident and identify the factors involved with the line of duty death of Technician I Kyle Wilson. The resulting report represents thousands of hours of effort to analyze fire and rescue operations and is a factual representation of the events that occurred. The report also provides a frame work for organizational level improvements.
  • The major factors in the line of duty death of Technician I Wilson were determined to be:
    • The initial arriving fire suppression force size.
    • The size up of fire development and spread.
    • The impact of high winds on fire development and spread.
    • The large structure size and lightweight construction and materials.
    • The rapid intervention and firefighter rescue efforts.
    • The incident control and management.
    • The Marsh Overlook fire incident was an immense fire fueled by extremely flammable building material products and a vicious wind. It was an environment where information gathering and decision making had to be performed in the time measurement of seconds. During the chain of events that occurred and under severe circumstances, fire and rescue personnel performed at exceptional levels.
  • During the repeated attempts to reach and rescue Technician I Wilson, personnel displayed heroic efforts and jeopardized their own safety. The Department will never forget the sacrifice that Technician Wilson made in an attempt to ensure others were safe. By sharing the knowledge gained from this very tragic and painful incident, the Department will ensure his sacrifice was not in vain and hope that other fire and rescue departments can avoid another similar occurrence.
  • Resources and Report

Loudoun County (VA) Fire Rescue  Significant Near Miss Event Report

  • On May 25, 2008, fire and rescue personnel from Loudoun County responded to a structure fire at 43238 Meadowood Court in Leesburg, Virginia. During the course of the incident, seven responders were injured. Of those injured, four firefighters received significant burn injuries, two firefighters sustained orthopedic injuries, and one EMS provider was treated for minor respiratory distress. To date, five of the injured personnel have returned to duty. Two firefighters continue to recover from their injuries, including one who was severely burned.
  • Given the severity of the injuries and magnitude of the event, an independent Investigative Team was assembled to review the incident. The Team was comprised of four Loudoun County personnel, three external members from area fire departments, and two resource/support personnel. The Team was tasked with reviewing “the events leading up to the incident, the incident operation(s), the firefighter MAYDAY(s), and incident mitigation.”
  • For three months, the Team thoroughly examined the events surrounding the Meadowood Court fire incident and identified the factors associated with the injury of personnel.
  • The Report contains the results of the Investigative Team’s comprehensive review and analysis.
  • Fact Sheet, HERE
  • SIGNIFICANT INJURY INVESTIGATIVE REPORT 43238 MEADOWOOD COURT MAY 25, 2008 Report HERE

Worcester (MA) Fire Cold Storage Fire LODD Report; Abandoned Cold Storage Warehouse Multi-Firefighter Fatality Fire 1999, Worcester, Massachusetts

  • A technical review of the 1999 Worcester, MA fire that claimed six firefighters concludes that abandoned buildings are a serious threat to firefighters and fire departments must make a concerted effort to use technology to maintain data on buildings in their response districts.
  • On Friday, December 3, 1999, at 1813 hours, the Worcester, Massachusetts Fire Department dis­patched Box 1438 for 266 Franklin Street, the Worcester Cold Storage and Warehouse Co. A motor­ist had spotted smoke coming from the roof while driving on an adjacent elevated highway. The original building was constructed in 1906, contained another 43,000 square feet. Both were 6 stories above grade. The building was known to be abandoned for over 10 years.
  • Eleven minutes into the fire, the owner of the abutting Kenmore Diner advised fire operations of two homeless people who might be living in the warehouse. The rescue company, having divided into two crews, started a building search. Some 22 minutes later the rescue crew searching down from the roof became lost in the vast dark spaces of the fifth floor. They were running low on air and called for help. Interior conditions were deteriorating rapidly despite efforts to extinguish the blaze, and visibility was nearly lost on the upper floors. Investigators have placed these two firefighters over 150 feet from the only available exit.
  • An extensive search was conducted by Worcester Fire crews through the third and fourth alarms. Suppression efforts continued to be ineffective against huge volumes of petroleum based materials, and ultimately two more crews became disoriented on the upper floors and were unable to escape. When the evacuation order was given one hour and forty-five minutes into the event, five firefighters and one officer were missing. None survived.
  • A subsequent exterior attack was set up and lasted for over 20 hours utilizing aerial pieces and del­uge guns from Worcester and neighboring departments. Task force groups from across the State of Massachusetts responded to initial suppression and subsequent recovery efforts. During this time, the four upper floors collapsed onto the second which became known as “the deck”. Over 6 million gallons of water were used during the suppression efforts. According to NFPA records, this is the first loss of six firefighters in a structure fire where neither building collapse nor an explosion was a contributing factor to the fatalities.
  • USFA Report HERE

Colerain Township (OH) Fire and EMS Department Final Report Investigation Analysis of the Squirrels Nest Lane Firefighter Line of Duty Deaths

  • 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.
  • Incident Overview, HERE
  • NIOSH Report, HERE
  • Investigative Report, HERE

Field Trips

  • Take a good look at the structures, occupancies and  buildings in you first, second and third due areas, look around your community and jurisdiction as well as your mutual aid and greater alarm response box areas.
  • Have you stopped for a minute today and taken a good look around? Whether you’re sitting in the front seat at the stop light of an intersection or as you’re peering out the side cab window coming back from an alarm or while running errands in your POV; have you taken a good look around? As the Springsteen song goes; “this is your town”.
  • There’s a lot that can be gleaned from your surroundings on any given day. We sometimes take for granted the subtle changes that are happening all around us as we take care of business on our rounds, runs and calls. We tend to focus in on the immediacy of the events that are happening in front of us that demand our attention but fail to take a look around to pick up on information, data and insights that can help us on that next run or down the road in the future.
  • Take a look at the construction that might be going up in your areas. I’m certain you’re paying close attention to what’s happening in your first-due, but what about that third-due area, that neighboring jurisdiction or the mutual-aid area that you occasionally run in to? When you’re on that next EMS run or an investigation of an odor or alarm bells service call, take a few extra minutes to walk through the occupancy. Conduct your own mini company level pre-plan.
  • Look at the layout, features, access and construction features. If you have a chance, verify the structural support systems employed by the building for the floor and roof systems. If you have time, take the company on a quick site visit to that building that’s under construction or the renovations that are again underway in that commercial or business occupancy around the corner from quarters.
  • These continuing challenging economic times places a great deal of influence on what’s being built, how it might be constructed, the manner in which a building may be operational one day, vacant the other and under renovation the next. Sometimes these transformations occur literally overnight.
  • Take a good look around, this is your town…your district, your response area. Know your buildings, understand their performance profiles, and assess the predictability of performance. Remember; Building Knowledge = Firefighter Safety.

Building Construction

I continue to suggest that it’s no longer just brute force and sheer physical determination that define structural fire suppression operations, although any seasoned firefighter and company officer knows that at times; it is what gets the job done under the most arduous and demanding of circumstances. However, from a methodical and disciplined perspective, 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 know hostile structural fire environments.

We can still meet the demands of the job, as firefighters; but do it with Tactical Patience and not at the expense of Command Compression and Tactical Entertainment or worst Operational Recklessness.

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 be adjusted and modified to include intelligent risk assessment, calculated risk analysis, safety and survivability profiling, and strategic operational and tactical value. The demands and requirements of modern firefighting will continue to require the placement of personnel within situations and buildings that carry risk, uncertainty and inherent danger. As a result, risk management must become fluid and integrated with intelligent tactical deployments and operations recognizing the risk problematically and not fatalistically, resulting in safety conscious strategies and tactics. We need to think about the Predicative Strategic Process, refined Tactical Deployment Models integrating intelligent Structural Anatomy and Predictive Occupancy Profiling.

Without understanding the building-occupancy relationships and integrating; construction, occupancies, fire dynamics and fire behavior, risk, analysis, the art and science of firefighting, safety conscious work environment concepts and effective and well-informed incident command management, company level supervision and task level competencies…You are derelict and negligent and “not “everyone may be going home”. Our current generation of buildings, construction and occupancies are not as predictable as past conventional construction; risk assessment, strategies and tactics must adjusted and enhanced to address these new rules of structural fire engagement. There is a profound need to gain building construction knowledge and insights and to change and adjust operating profiles in order to safe guard companies, personnel and team compositions. It’s all about understanding the building-occupancy relationships and the art and science of firefighting, Building Knowledge = Firefighter Safety. Its all about the new formula….Bk=F2S.

Additionally, think about the following

  • Don’t Treat Your Buildings and Occupancies the Same anymore
  • Increase Situational Awareness
  • Increase Your Competencies
  • Know Your Buildings
  • Be aware of Command Compression
  • Implement Tactical Patience
  • Tactical Entertainment
  • Building Knowledge = Firefighter Safety
  • Fire Behavior & Fire Dynamics
  • Situational Awareness
  • Naturalistic Decision Making

More on these and some additional key reports on a future post…..

Buffalo, NY Three Alarm Fire and Double LODD Report

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8-26-2009 7-07-53 AMNIOSH released it’s report on the August 24, 2009 three alarm fire at 1815 Genesee Street in Buffalo, New York that resulted in the LODD of Lt. Charles McCarthy and FF Jonathan Croom. On August 24, 2009, 45-year-old career Lieutenant Charles McCarthy died following a partial floor collapse into a basement fire, and  34-year-old career fire fighter Jonathan Croom was fatally injured while attempting to rescue the Lieutenant.  The Buffalo Fire Department was dispatched for “an alarm of fire” with reported civilian(s) entrapment. Arriving units discovered a heavily secured mixed commercial/residential structure with smoke showing. Following failed initial attempts to locate an entry to the basement, crews located a door on Side 2 that provided access down a flight of stairs to a basement entry door. Repeated attempts were made to force open this basement door in order to search for trapped civilians, but crews had difficulty gaining access through this door because it was made of steel and locked and dead-bolted on both sides. Other crews on scene performed primary searches of the 1st and 2nd floors with no civilians found.

Approximately 30 minutes into the basement fire, command ordered all interior crews to exit the structure to regroup because crews were still unable to gain access into the basement from Side 2. Additional manpower was sent with special tools to assist in breaching the basement door on Side 2. Lieutenant Charles McCarthy and two fire fighters from his crew entered into the structure from Side 1 to verify all fire fighters had exited a 1st floor deli. Lt. McCarthy following a hoseline into the structure, was well ahead of the other two fire fighters when the 1st floor partially collapsed beneath him. McCarthy fell with the floor into the basement, exposing him to the basement fire. The other two fire fighters immediately exited the deli after fire conditions quickly changed and shelving and displays fell on them; they were unaware of what had just occurred. Lt. McCarthy made several Mayday calls from within the structure and activated his PASS device. Confusion erupted exteriorly on scene when trying to verify who was calling the Mayday, their exact location, and how they got into the basement.

The incident commander was aware that he had crews attempting to gain access into the basement from Side 2 but was unaware that there had been a floor collapse within the deli section of the structure. Simultaneously, FF Croom, a member of the fire fighter assistance and search team (FAST), was standing by outside  Lieutenant McCarthy’s point of entry when the Mayday calls came out. It is believed that FF Croom  knew where the Lt., was since he had gone in the structure with him earlier in the incident. FF Croom grabbed a tool, went on air, and rushed into the structure. The FAST and additional personnel on scene concentrated on Side 2 initially while other fire fighters followed an unmanned hoseline into the deli. Crews within the deli quickly discovered a floor collapse and reported hearing a PASS device alarming. Lt. McCarthy was immediately identified as missing during the first accountability check, but FF Croom was not accounted for as missing until the third accountability check, more than 50 minutes after Lt. McCarthy’s Mayday. After the fire was controlled, both victims were discovered side-by-side in the basement where the 1st floor had partially collapsed. They were found without their facepieces on and with SCBA bottles empty. the Lt’s. PASS device was still alarming. They were pronounced dead on scene. Four fire fighters and one lieutenant suffered minor injuries during the incident. No civilians were discovered within the structure.

Key contributing factors identified in this investigation include working above an uncontrolled, free-burning basement fire; interior condition reports not communicated to command; inadequate risk-versus-gain assessments; and, crew integrity not maintained.

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

  • Ensure that all personnel are aware of the dangers of working above a fire, especially a basement fire, and develop, implement, and enforce a standard operating procedure (SOP) that addresses strategies and tactics for this type of fire.
  • Ensure that the incident commander (IC) receives interior status reports and performs/continues evaluating risk-versus-gain.
  • Ensure that crew integrity is maintained at all times on the fireground.
  • Ensure that the incident commander (IC) receives accurate personnel accountability reports (PAR) so that he can account for all personnel operating at an incident.
  • Ensure that a separate incident safety officer, independent from the incident commander, is appointed at each structure fire.
  • Ensure that fire fighters use their self-contained breathing apparatus (SCBA) and are trained in SCBA emergency procedures.
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1815 Genesee Street 1815 Genesee Street

CONTRIBUTING 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 may have led to the fatalities:

  • Working above an uncontrolled, free-burning basement fire.
  • Interior condition reports not communicated to command.
  • Inadequate risk-versus-gain assessments.
  • Crew integrity not maintained.

Time Line from the Buffalo (NY) Fire Department Investigative Report

3:51 a.m. – fire crews were sent to 1815 Genesee Street in Buffalo. When they arrived, they were met by a resident who said he heard people trapped inside. Crews began searching the building, but were eventually ordered out as conditions deteriorated.

4:22 a.m. – Members of Rescue 1 entered the building to make sure all firefighters had evacuated the building. Less than two minutes later the floor in the rear of the building collapsed. Lt. McCarthy of Rescue 1 fell into the basement as the floor collapsed. according to the report, other members of Rescue 1 were unaware of the collapse and only reported hearing a loud noise. McCarthy began calling for help on his radio, but other members of Rescue 1 were unable to determine where the calls were coming from and left the building unaware that Lt. McCarthy was trapped.

4:23 a.m. – Firefighter Croom entered the building after hearing the calls for help. the report says he did not exit the building, apparently falling into the basement near Lt. McCarthy.

4:31 a.m. – An emergency head count was ordered to determine the identity of the missing firefighter. Lt. McCarthy was reported missing at that time, but FF Croom was not. Firefighters in the front of the store reported hearing a pass alarm, but could not reach it due to extreme fire conditions, a weakened floor and continuing collapse.

4:48 a.m. – all crews were ordered out of the building because it had become unsafe.

Later, concerns began to arise that FF Croom was missing. the report says he was erroneously reported in a remote area.

5:46 a.m. – On scene personal realize FF Croom is missing and likely inside the building.

6:10 a.m. – Another head count is taken and FF Croom is reported missing.

9:18 a.m. – the Recovery Group reports that the two missing firefighters had been located in the basement, covered in fallen debris.

9:32 a.m. – the debris is cleared and Recovery Group firefighters reach Lt. McCarthy and FF Croom.

Buffalo (NY) Fire Department Investigative Report, issued December 2, 2009, HERE

For a comprehensive Power Point Program on Operational Safety at Heavy Timber and Ordinary Construction Occupancys that you can down load, go to the National Firefighter Near Miss Reporting Web Site HERE.

I produced an informational training PPT program and support information that aligned with a previoulsy reported Near Miss Event Report. You can download the PPT Training Program HERE and the PDF File HERE

NIOSH Fire Fighter Fatality Investigative Report 2009-23, HERE

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

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?

Truss and Engineered Systems Placards

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11-22-2008 9-05-24 PMThe Aldridge-Benge Firefighter Safety Act of 2008 became law on December 13, 2009 after unanimously passing the Florida House and Senate in 2008. The new law is named in honor of two Orange County, Florida  Firefighters, Todd Aldridge and Mark Benge, who died in 1989 after the roof of a gift shop collapsed; the bill is called the Aldridge-Benge Firefighter Safety Act. For a copy of the Act, HERE

 The Aldridge-Benge Firefighter Safety Act will require owners of any commercial, industrial, or any multi-unit residential structure, to mark these buildings in a manner that identifies them as light-frame truss-type construction. A sign or symbol will alert firefighters of the construction material and allow them to modify their tactics for fighting fires in buildings.

12-18-2009 9-58-41 AM

Aldridge-Benge Florida Placards

633.027 Buildings with light-frame truss-type construction; notice requirements; enforcement.

(1) The owner of any commercial or industrial structure, or any multiunit residential structure of three units or more, that uses light-frame truss-type construction shall mark the structure with a sign or symbol approved by the State Fire Marshal in a manner sufficient to warn persons conducting fire control and other emergency operations of the existence of light-frame truss-type construction in the structure.

(2) The State Fire Marshal shall adopt rules necessary to implement the provisions of this section, including, but not limited to:
(a) The dimensions and color of such sign or symbol.
(b) The time within which commercial, industrial, and multiunit residential structures that use light-frame truss-type construction shall be marked as required by this section.
(c) The location on each commercial, industrial, and multiunit residential structure that uses light-frame truss-type construction where such sign or symbol must be posted.

(3) The State Fire Marshal, and local fire officials in accordance with s. 633.121, shall enforce the provisions of this section. Any owner who fails to comply with the requirements of this section is subject to penalties as provided in s. 633.161

Truss Systems Placards For Firefighter Safety from across the United States. This was originally posted HERE . Check out the link for examples of various types of placards from various locations around the US. Additional Links HERE and HERE

- The Valley Independent Sentinel covers the proposed law in Derby, Can You Spare Five Dollars (To Save A Life)?.
- NFPA Journal: It’s not lightweight construction. It’s what happens when lightweight construction meets fire.
- Firehouse.com: Understanding the Dangers of Lightweight Truss Construction

-FireRescue1.com: Enhancing Firefigher SAfety, One Step at a time:

 New York State:  PDF HEREFR20Poster0320Large

The following represent various state or local level efforts that have been instituted to provide the fire service with identification placards for attachment to buildings constructed with truss support systems. What we don’t have is a unified national standard, nor do we have these systems in all states. The political strife and lobbying backed by special interest groups and mfg. associations that DO NOT Support these types of placard systems is appalling and inexcusable. This post is to make many of you aware of the various enhacements that exist to support firefighter safety.

New York State TRUSS TYPE CONSTRUCTION PlacardsNYS 19 NYCRR Part 1264 – IDENTIFICATION OF BUILDINGS UTILIZING TRUSS TYPE CONSTRUCTION
http://www.dos.state.ny.us/code/trussID.htm

More from New York State…..
http://www.trussid.org/index.html

City of San Francisco, CA
5.05 Signage of Buildings with Wood or Lightweight Steel Truss, or Composite Wood Joist (TJI) or Roof Construction
Reference: 2007 San Francisco Fire Code Section 507.3.2
http://www.sfgov.org/site/sffd_page.asp?id=80083

State of New Jersey TRUSS SIGNS (Truss Roof and Truss Floor Assembly Signs)
Exterior Placard NJAC 5:70 – 2.20(a)1 and 2 This attachment was provided by the New Jersey Division of Fire Safety and is referenced as Exterior Placard NJAC 5:70 – 2.20(a)1 and 2.
Truss roof signs are required by the New Jersey State Uniform Fire Code for buildings, which utilize either a floor or roof assembly consisting of truss construction. A truss sign gives early warning to fire and emergency service members that the roof and/or floor may be subject to early collapse in the event of a fire condition.

ISOSCELES TRIANGLE SIGNS
N.J.A.C. 5:70-2.20(a)1.
“The emblem shall be of a bright and reflective color, or made of reflective material. The shape of the emblem shall be an isosceles triangle and the size shall be 12 inches horizontally by 6 inches vertically. With letters of a size and color to make them conspicuous, shall be printed on the emblem, as shown in images below.”

N.J.A.C. 5:70-2.20(a)2
“The emblem shall be permanently affixed to the left of the main entrance door at the height of between 4 feet and 6 feet above the ground, and shall be installed and maintained by the owner of the building”.

NJtruss_signs

New Jersey Truss Placards

 

 

 

NIOSH Suggested Truss Placard Type
EXAMPLE LANGUAGE FOR A LAW REQUIRING LABELING OF BUILDINGS FOR THE FIRE SERVICE
This sample language is based on recommendations in the National Institute for Occupational Safety and Health (NIOSH) report entitled “NIOSH Alert: Preventing Injuries and Deaths of Firefighters due to Truss System Failures.”
The report states: “Consider placing building construction information outside the building. Include
information about roof and floor type.

The NIOSH report also recommends as part of pre-fire planning to: Record data regarding roof and floor construction (e.g., wooden joist, wood truss, steel joist, steel truss, beam and girder, etc.) [NFPA 2003]. The sample language below provides building labeling that identifies the building’s construction type, is simple yet logical, and should allow firefighters to quickly know the building’s floor and roof construction materials, promoting better and more complete information on the fireground and increased firefighter safety.

xxx Identification of structural construction. Structural construction types shall be identified by a sign or signs, in accordance with the provisions of this section.

xxx.1 Signs. Signs shall be affixed where a building or a portion thereof is classified as Group A, B, E, F, H, I, M, R-1, R-2, R-4 or S occupancy. The owner of the building shall be responsible for the installation of the sign.
xxx.2 New buildings and buildings being added to. Signs shall be provided in newly constructed buildings and in existing buildings where an addition that extends or increases the floor area of the building. Signs shall be affixed prior to the issuance of a certificate of occupancy or a certificate of compliance.

xxx.3 Existing buildings. Signs shall be provided in existing buildings. Signs shall be affixed within ninety days of being notified in writing by the Code Enforcement Official.

xxx.4 Contents of signs. Signs shall consist of a diagram 6 inches (152.4 mm)in height and width, with a stroke width of ¼ inch (6.4 mm). The sign background shall be reflective white in color. The diagram and contents shall be reflective red in color, conforming to Pantone matching system (PMS) #187. Where a sign is directly applied to a door or sidelight, it may be a permanent non-fading sticker or decal. Signs not directly applied to doors or sidelights shall be of sturdy, non-fading, weather resistant material.

xxx.5 Identification of construction classification. Signs shall contain the roman alphanumeric designation of the construction classification of the building, in accordance with the provisions for the classification of types of construction (types I through V) of the building code. The roman numeral designating construction classification shall be 1 inch (25.4 mm) minimum in height and have a stroke width of ¼ inch (6.4 mm) minimum, and it shall be reflective white in color on a background of reflective red.

xxx.6 Identification of year of construction. Signs shall indicate the building’s year of construction or major reconstruction. The arabic numeral indicating year of construction shall be 1 inch (25.4 mm) minimum in height and have a stroke width of ¼ inch (6.4 mm) minimum, and it shall be reflective white in color on a background of reflective red.

xxx.7 Identification of structural construction types. Signs shall contain the alphabetic designations identifying the structural construction types used in the building, as follows:

“W” shall mean sawn joist/rafter construction, wood members
“I” shall mean engineered I-joist construction, wood members
“S” shall mean steel construction
“T” shall mean truss type construction
“C” shall mean concrete construction

NIOSH Suggested Truss Placard

NIOSH Suggested Truss Placard

State of Florida, Truss Placard System 2008;
The Aldridge-Benge Firefighter Safety Act. The law was named in honor of Orange County firefighters Todd Aldridge and Mark Benge, who died in 1989 after the truss roof of a gift shop collapsed. Under the new law, owners of any commercial, industrial or multi unit residential structure, have to clearly mark if their buildings have lightweight roof or floor trusses, allowing firefighters to change their tactics when working in these types of structures

http://www.cfnews13.com/News/Local/2008/7/2/new_firefighter_protect….

633.027 Buildings with light-frame truss-type construction; notice requirements; enforcement
(1) The owner of any commercial or industrial structure, or any multiunit residential structure of three units or more, that uses light-frame truss-type construction shall mark the structure with a sign or symbol approved by the State Fire Marshal in a manner sufficient to warn persons conducting fire control and other emergency operations of the existence of light-frame truss-type construction in the structure.
(2) The State Fire Marshal shall adopt rules necessary to implement the provisions of this section, including, but not limited to:
(a) The dimensions and color of such sign or symbol.
(b) The time within which commercial, industrial, and multiunit residential structures that use light-frame truss-type construction shall be marked as required by this section.
(c) The location on each commercial, industrial, and multiunit residential structure that uses light-frame truss-type construction where such sign or symbol must be posted.
(3) The State Fire Marshal, and local fire officials in accordance with s. 633.121, shall enforce the provisions of this section. Any owner who fails to comply with the requirements of this section is subject to penalties as provided in s. 633.161.

Florida Placard

Florida Placard

 

Wheeling, Illinois Wood Truss Warning Signs
Attached is information from Wheeling, Illinois, who enacted thier own local code requriement. April 18, 1994 adopted Ordinance 2948 amending Title 14, Fire, of the Wheeling Municipal Code by adding Chapter 14.08 “Wood Truss Warning Signs”

State of Vermont
F or additional Info HERE

CITY OF CHESAPEAKE, VA TRUSS ID PROGRAM; A designated sticker is used for quick recognition of potential Collapse Dangers associated with TRUSS constructed buildings. The sticker is placed on every entry door of all commercial buildings with Truss construction. The use of trusses in building construction presents a great danger to firefighting personnel when those structures are involved in fire conditions. By design, the truss members in floor and roof assemblies will collapse, without warning, after being exposed to heat or flame contact for a very short period of time. Because of the inherent danger firefighters must face while operating within these buildings, a Truss Identification Program (TIP) has been instituted to alert personnel of the danger prior to beginning fire suppression operations. The Truss Identification Program is intended to alert the members of the Chesapeake Fire Department with pertinent pre-plan information before firefighting forces are committed to an interior attack.

The TIP shall be an ongoing program applied to all commercial buildings inspected by the Chesapeake Fire Department.
http://www.chesapeake.va.us/services/depart/fire/truss.shtml

City of Greencastle, Indiana

The City of Greencastle, Indiana and the Greencastle Fire Department recently enacted and approved an Engineered Lumber ID Program consisting of a sticker that is used for quick recognization of potential Collapse Dangers associated with Engineered Lumber constructed buildings. The sticker is placed on every electrical meter of all residential & commercial buildings with Engineered Lumber construction built after May 13th 2008. The news release states that; the use of this type of lumber in building construction presents a great danger to firefighting personnel when those structures are involved in fire conditions. By design, the Engineered Lumber in floor and roof assemblies will collapse, without warning, after being exposed to heat or flame contact for a very short period of time. Because of the inherent danger firefighters must face while operating within these buildings, an Engineered Lumber Identification Program (ELIP) has been instituted to alert personnel of the danger prior to beginning fire suppression operations.

The Engineered Lumber Identification Program is intended to alert the members of the Greencastle Fire Department with pertinent pre-plan information before firefighting forces are committed to an interior attack. The sticker is unobtrusive and is placed directly on a meter box, for example, and alerts the FD if either the floor joists and/or the trusses are made of and Engineered Lumber System and materials. The fire officers are already checking the utility boxes on all fires as part of their initial size-up. The ELIP shall be an ongoing program applied to all residential & commercial buildings inspected by the Greencastle Fire Department.

ORDINANCE 2008 – 4 states; AN ORDINANCE REQUIRING A REFLECTIVE SYMBOL ON STRUCTURES USING ENGINEERED LUMBER
WHEREAS, many new building structures currently use engineered lumber in their construction;
WHEREAS, some types of engineered lumber burn at a rate faster that other types of lumber; and
WHEREAS, in fighting fires, it would be helpful to know the types of materials used in the construction of a structure.

NOW THEREFORE be it ordained by the Common Council of the City of Greencastle as follows:
1. Definitions:
a. Engineered Lumber shall mean prefabricated I-joists, truss joists, and truss rafters, and laminated beams and studs.
b. Structure shall mean primary, secondary and accessory structures as defined in the Greencastle Zoning Code that have electrical meters that serve the structure.

2. All structures constructed with engineered lumber after the effective date of this ordinance must have a reflective symbol affixed to each electrical meter serving the structure.

3. The reflective symbol shall be in the form of a sticker, issued by the City of Greencastle that states that the structure is constructed with engineered lumber

4. Any person violating this ordinance by refusing to use the reflective symbol or by removing the reflective symbol shall be subject to a fine in an amount of $25.00 per violation. Each day that a violation occurs shall constitute a separate violation, subject to a separate fine.

5. The owner of any structure that was constructed with engineered lumber prior to the effective date of this ordinance is requested to place the reflective symbol on the electrical meter serving the structure on a voluntary basis.

This is another great example how local level insights, actions and legislation can go a long way in supporting fire service operational challanges as they relate to building construction systems, methodologies and materials. Remember, We can certainly work diligently AND cooperativley with local government officials to enhance incident operations and make our jobs safety, one step at a time….
For additional information on the Fire Department’s efforts in Greencastle, IN contact Lt. John Shafer, Lieutenant/Training Officer HERE.
 
An invaluable free on-line training program on Structural Stability of Engineered Lumber in Fire Conditions – is available from UL, check HERE for further information.
The 2006 NIOSH LODD Report, HERE

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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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)
  • Building Construction & Performance

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    woodsystems3If 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.

    Someone could get hurt, someone could die, it’s that simple, it’s that obvious.