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The Worcester 6

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

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

 

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

The Perfect Fire

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

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

 

Company Officer Problem-Solving

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Problem Solving in the Field; Another day at the office

A Company Officer is responsible for accomplishing many things. There are two critical skills that help with completion of tasks: knowing how to allocate the proper resources to solve needs and to determine if you alone, or others, are needed to solve a problem.

As a Company Officer, you have many opportunities to learn about leadership and management. Electing to take courses or workshops helps to build your skills and knowledge. Research using the Internet also provides a no-cost alternative for updating your knowledge.
When faced with the need to solve a problem, you have choices, as to who can best handle the situation.

It is the Company Officer’s responsibility to identify and solve problems that can be taken care of at the company level and to inform management about other critical problems that require upper level attention.

The CO must make judgments/decisions about whether existing processes are adequately meeting individual and group needs of the company. Problems generally arise when existing processes fail to meet existing needs.

The CO then must establish problem-solving priorities and/or seek guidance from upper management.

References:

  • The following was courtesy of the USFA Coffee Break Training Series  and Downloads, Check them out HERE (Great resources)
  • 

  • For a PDF download HERE

USFA Releases Restaurant Building Fires Report

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Three Alarm Fire Renton, WA 2007 KOMONews.com

The Federal Emergency Management Agency’s (FEMA) United States Fire Administration (USFA) has issued a special report examining the characteristics of restaurant building fires.

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

PDF, 829 KbRestaurant Building Fires     http://www.usfa.dhs.gov/downloads/pdf/statistics/v12i1.pdf

According to the report:

  • An estimated 5,900 restaurant building fires occur annually in the United States, resulting in an estimated average of 75 injuries and $172 million in property loss.
  • The leading cause of all restaurant building fires is cooking at 59 percent and nearly all of these cooking fires (91 percent) are small, confined fires with limited damage.
  • While cooking is the leading cause of all restaurant building fires as well as the smaller, confined restaurant building fires, electrical malfunction is the leading cause of the larger, nonconfined restaurant building fires.
  • Nonconfined restaurant building fires most often start in cooking areas and kitchens (41 percent).
  • Deep fryers (9 percent), ranges (7 percent), and miscellaneous kitchen and cooking equipment (5 percent) are the leading types of equipment involved in ignition in nonconfined restaurant building fires.
  • Smoke alarms were reported as present in 44 percent of nonconfined restaurant building fires. In addition, full or partial automatic extinguishment systems, mainly sprinklers, were present in 47 percent of nonconfined restaurant building fires.

Loss Measures

Time of Alarm

 Restaurant Building Fires is part of the 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.

Additional Insights and Links

  • NIOSH REPORT:  Restaurant Fire Claims the Life of Two Career Fire Fighters – Texas, 2000 HERE

Operational Safety Recommendations

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

  • ensure that the department’s Standard Operating Procedures (SOPs) are followed
  • ensure that fire command always maintains close accountability for all personnel at the fire scene
  • ensure that Incident Command conducts an initial size-up of the incident before initiating fire fighting efforts and continually evaluates the risk versus gain during operations at an incident
  •  ensure that vertical ventilation takes place to release any heat, smoke, and fire
  • ensure that fire fighters are trained to identify truss roof systems
  • ensure that fire fighters use extreme caution when operating on or under a lightweight truss roof and should develop standard operating procedures for buildings constructed with lightweight roof trusses
  • ensure that fire fighters performing fire fighting operations under or above trusses are evacuated as soon as it is determined that the trusses are exposed to fire
  • explore using a thermal imaging camera as a part of the exterior size-up
  • ensure that, whenever there is a change in personnel, all personnel are briefed and understand the procedures and operations required for that shift, station, or duty
  • ensure that, whenever a building is known to be on fire and is occupied, all exits are forced and blocked open
  • consider providing all fire fighters with portable radios or radios integrated into their face pieces
  • consider adding additional staff in accordance with NFPA standards
  • establish various written standard operating procedures, ensure record keeping, and conduct annual evaluations to monitor and evaluate the effectiveness of their overall SCBA maintenance program.

 Additionally, building owners, utility providers, and municipalities should

  • ensure that all exterior building utilities are accessible and in working condition
  • consider placing the building’s construction information on an exterior placard
  • upgrade or modify older structures to incorporate new codes and standards to improve occupancy and fire fighter safety

 

One Meridian Plaza High Rise Fire: Twenty Years Ago

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Fire Operations One Meridian Plaza

On what began as an uneventful Saturday night twenty years ago, a fire on the 22nd floor of the 38-story Meridian Bank Building, also known as One Meridian Plaza, was reported to the Philadelphia Fire Department on February 23, 1991 at approximately 2040 hours and went on to burned for more than 19 hours. 

The fire caused three firefighter fatalities (LODD) and injuries to 24 firefighters. 

PFD Line of Duty Deaths: 

  • Captain David P. Holcombe, age 52
  • Firefighter Phyllis McAllister, age 43
  • Firefighter James A. Chappell, age 29
  •  
  • The 12-alarms brought 51 engine companies, 15 ladder companies, 11 specialized units, and over 300 firefighters to the scene.
  • It was one of the largest high-rise office building fire in modern American history –completely consuming eight floors of the building –and was controlled only when it reached a floor that was protected by automatic sprinklers.
  • The Fire Department arrived to find a well-developed fire on the 22nd floor, with fire dropping down to the 21st floor through a set of convenience stairs.
  • Heavy smoke had already entered the stairways and the floors immediately above the 22nd.
  • Fire attack was hampered by a complete failure of the building’s electrical system and by inadequate water pressure, caused in part by improperly set pressure reducing valves on standpipe hose outlets.

The USFA published a technical report (USFA-TR-049) on the One Meridian Plaza fire that is still available for download from the USFA web site, HERE. The report clearly defined the need in 1991, for built-in fire protection systems and reiterated the fact that fire departments alone cannot expect or be expected to provide the level of fire protection that modem high-rises demand. That fire protection must be built-in to the structures. This was clearly illustrated in this event when the One Meridian Plaza fire was finally stopped when it reached a floor where automatic sprinklers had been installed.One Meridian Plaza was a 38-story high-rise office building, located in the heart of downtown Philadelphia, in an area of high-rise and mid-rise structures. The building had three underground levels, 36 above ground occupiable floors, two mechanical floors (12 and 38), and two rooftop helipads. The building was rectangular in shape, approximately 243 feet in length by 92 feet in width (approximately 22,400 gross square feet), with roughly 17,000 net usable square feet per floor. Site work for construction began in 1968, and the building was completed and approved for occupancy in 1973. 

Construction was classified by the Philadelphia Department of Licenses and Inspections as equivalent to BOCA Type 1B construction which requires 3-hour fire rated building columns, 2-hour fire rated horizontal beams and floor/ ceiling systems, and l-hour fire rated corridors and tenant separations. Shafts, including stairways, are required to be 2-hour fire rated construction, and roofs must have l-hour fire rated assemblies. 

The building frame was structural steel with concrete floors poured over metal decks. All structural steel and floor assemblies were protected with spray-on fireproofing material. The exterior of the building was covered by granite curtain wall panels with glass windows attached to the perimeter floor girders and spandrels. The building utilized a central core design, although one side of the core is adjacent to the south exterior wall. The core area was approximately 38 feet wide by 124 feet long and contained two stairways, four banks of elevators, two HVAC supply duct shafts, bathroom utility chases, and telephone and electrical risers. 

SUMMARY OF KEY ISSUES 

  • Origin and Cause: The fire started in a vacant 22nd floor office in a pile of linseed oil-soaked rags left by a contractor. Fire Alarm System The activation of a smoke detector on the 22nd floor was the first notice of a possible fire. Due to incomplete detector coverage, the fire was already well advanced before the detector was activated.
  • Building Staff Response: Building employees did not call the fire department when the alarm was activated. An employee investigating the alarm was trapped when the elevator opened on the fire floor and was rescued when personnel on the ground level activated the manual recall. The Fire Department was not called until the employee had been rescued.
  • Alarm Monitoring Service: The private service which monitors the fire alarm system did not call the Fire Department when the alarm was first activated. A call was made to the building to verify that they were aware of the alarm. The building personnel were already checking the alarm at that time.
  • Electrical Systems: Installation of the primary and secondary electrical power risers in a common unprotected enclosure resulted in a complete power failure when the fire-damaged conductors shorted to ground. The natural gas powered emergency generator also failed.
  • Fire Barriers: Unprotected penetrations in fire-resistance rated assemblies and the absence of fire dampers in ventilation shafts permitted fire and smoke to spread vertically and horizontally.
  • Ventilation openings in the stairway enclosures permitted smoke to migrate into the stairways, complicating firefighting.
  • Unprotected openings in the enclosure walls of 22nd floor electrical closet permitted the fire to impinge on the primary and secondary electrical power risers.
  • Standpipe System and Pressure Reducing Valves (PRVs): Improperly installed standpipe valves provided inadequate pressure for fire department hose streams using 1 3/ 4-inch hose and automatic fog nozzles. Pressure reducing valves were installed to limit standpipe outlet discharge pressures to safe levels. The PRVs were set too low to produce effective hose streams; tools and expertise to adjust the valve settings did not become available until too late.
  • Locked Stairway Doors: For security reasons, stairway doors were locked to prevent reentry except on designated floors. (A building code variance had been granted to approve this arrangement.) This compelled firefighters to use forcible entry tactics to gain access from stairways to floor areas.
  • Fire Department Pre-Fire Planning: Only limited pre-fire plan information was available to the Incident Commander. Building owners provided detailed plans as the fire progressed.
  • Firefighter Fatalities: Three firefighters from Engine Company 11 died on the 28th floor when they became disoriented and ran out of air in their SCBAs.
  • Exterior Fire Spread: “Autoexposure” Exterior vertical fire spread resulted when exterior windows failed. This was a primary means of fire spread.
  • Structural Failures: Fire-resistance rated construction features, particularly floor-ceiling assemblies and shaft enclosures (including stair shafts), failed when exposed to continuous fire of unusual intensity and duration.
  • Interior Fire Suppression Abandoned: After more than 11 hours of uncontrolled fire growth and spread, interior firefighting efforts were abandoned due to the risk of structural collapse.
  • Automatic Sprinklers: The fire was eventually stopped when it reached the fully sprinklered 30th floor. Ten sprinkler heads activated at different points of fire penetration.
  • The three firefighters who died were attempting to ventilate the center stair tower: They radioed a request for help stating that they were on the 30th floor. After extensive search and rescue efforts, their bodies were later found on the 28th floor. They had exhausted all of their air supply and could not escape to reach fresh air. At the time of their deaths, the 28th floor was not burning but had an extremely heavy smoke condition.
  • After the loss of three personnel, hours of unsuccessful attack on the fire, with several floors simultaneously involved in fire, and a risk of structural collapse, the Incident Commander withdrew all personnel from the building due to the uncontrollable risk factors. The fire ultimately spread up to the 30th floor where it was stopped by ten automatic sprinklers.

Take the time to review this report and examine some of similar issues affecting the fire service today in the areas of staffing and resources, construction and materials, building codes, built-in fire suppression systems, training, pre-fire planning, fire load, fire dynamics and the current methodologies on wind-drive fire theory. 

Building Overview NarrativeOne Meridian Plaza was a 38-story high-rise office building in downtown Philadelphia, Pennsylvania. Located across from Philadelphia’s City Hall, it was originally constructed in 1972 as the headquarter building for the Girard Bank. By 1991 it housed 27 tenants, and was the regional headquarters for Meridian Bancorp, which occupied eight floors (Menkus 1992). The rectangular building was 243 feet long and 92 feet wide, and contained about 17,000 net usable square feet per floor. Refer to Plan below for a typical floor plan from One Meridian Plaza. The lower two floors of the tower were below grade, floors 12 and 38 housed mechanical equipment, and the roof contained access via two helipads. The building frame was structural steel with composite metal decking, and the structure was also joined on the east side by a connecting link and stairwell to the 34-story Girard Trust Building. In compliance with all codes available in 1972, the building was classified and fireproofed as equivalent to BOCA Type 1B construction (Chubb 1991). The structural steel was protected with spray-on fireproofing, and sprinklers were not required by code, so they were not installed. In 1984 Philadelphia adopted the National Building Code, which required that newly constructed buildings 75 feet high be fully sprinklered. One Meridian Plaza was grandfathered and not required to install sprinklers due to the high installation and retrofit costs (Post March 1991). By 1991, only nine floors of the building had working sprinkler systems. These systems had been installed at the request of the tenants occupying those levels (Mangan 1991). 

Typical Floor Plan (22nd Floor)

Here’s a story posted today at the Phildalphia Daily News with insights on this anniversary 

One Meridian Plaza: 20 years ago, the fire that changed the nation By NATALIE POMPILIO Philadelphia Daily News 

When Jack Bloomer and the other firefighters arrived at One Meridian Plaza that cold February night in 1991, flames were encompassing the building more than 20 stories above, leaping from floor to floor. Smoke poured into the air, and broken glass rained down. 

“It was obvious when we pulled up it was an ugly-looking job,” Bloomer, 61, remembered yesterday. 

He had no idea how bad it would get. 

By the time the 12-alarm fire was declared under control 19 hours later, three firefighters were dead, 12 others were injured and a Center City high-rise was lost. The blaze, 20 years ago today, changed the city’s skyline and the way the nation fights fires. 

“When that fire happened, it was on the news all over the world,” said Chris Jelenewicz, engineering program manager at the Maryland-based Society of Fire Protection Engineers. “The One Meridian fire was one of the most significant fires in the history of high-rise buildings.” 

The fire changed Bloomer, who was driving Engine 11 that night. With him were Capt. David Holcombe and Firefighters Phyllis McAllister and James Chappell. 

Bloomer’s the only one who made it home. Read the entire article HERE 

Jack Bloomer was the only survivor from his platoon. David Holcombe, Phyllis McAllister and James Chappell perished in the Feb. 23 high-rise inferno

  • One Meridian Plaza Photo Slide Show HERE
  • NFPA Summary Report HERE

Other Insights: Good Article related to design, construction and failure issues HERE 

Excerpts: At about 8 p.m. on Saturday, 23 February 1991, linseed oil-soaked rags left behind by a cleaning crew burst into flames on the 22nd floor of the 38-story One Meridian Plaza in downtown Philadelphia. The fire quickly spread, unimpeded by fire sprinklers, throughout the 22nd floor and then upward. Sprinklers were not required by the City’s building code at the time of construction and were being added to the building only as opportunity presented itself. 

The twelve-alarm fire burned for 18 hours. The extreme heat caused window glass and frames to melt and concrete floor slabs and steel beams to buckle and sag dramatically. Large shards of window glass fell from the facade, cutting through fire hoses on the ground around the building. Three firefighters were trapped on a fully engulfed floor, and efforts to rescue them failed. 

The fire would not yield and there were increasing concerns about the stability of the structure. Fire officials called off the attack and allowed the fire to “free burn,” concentrating their efforts on containing the fire to this building. When the fire reached the 30th floor, a tenant-installed fire-sprinkler system was activated, and the worst high-rise fire in U.S. history was finally brought under control. 

Other Notable High-Rise Fires 

First Interstate Bank Building – Los Angeles, California

On May 4, 1998, the 62-story First Interstate Bank Building in Los Angeles, California experienced a devastating fire that damaged five of the building’s floors before it was brought under control. It is thought that the fire was the result of an electrical malfunction, but the cause was actually never determined. The building was in the process of being retrofit with an automatic sprinkler system, which had been installed in about 90 percent of the building, but was not operational at the time of the fire. Security personnel dismissed initial fire and smoke alarms, which delayed the response of the fire department by almost 15 minutes. Also contributing to the spread of the fire was the large quantity of combustible materials on each floor, equipment penetrations and other openings, and a standpipe system that had been shut down due to the sprinkler installation. Firefighters were also forced to battle dangerous conditions that were created by the failure of the glass façade and its subsequent fall to the ground below. The fire was eventually extinguished with the internal standpipe system, but not before one death and over 50 million dollars worth of damage (Routley 1988). 

Schomburg Plaza – New York, New York

The fire at Schomburg Plaza was unusual in the fact that it originated in the upper sections of a trash chute that serviced the 35-story apartment building. The March 22, 1987 fire started somewhere between the 27th and 29th floors, and then traveled up the trash chute and through the walls into surrounding apartments. Investigations following the fire found that sprinklers in the chute either failed to work because they were clogged, or were not actually connected to the piping system. It was also determined that the building was not built according to its plans, and therefore certain areas did not meet the two hour fire rating required by code. A final issue was the initial response to the fire and the misconception that it was a common compactor fire, as had been seen several times before. Neither firefighters, nor dispatchers realized the severity of the fire, and initially believed that it was under control, which created an even more dangerous situation. As a result of this fire, seven people lost their lives (Schaenman 1987). 

High-Rise Condominium – Clearwater, Florida

A more recent high-rise fire occurred on June 28, 2002, in an 11-story condominium building in Clearwater, Florida. The fire originated in the kitchen of a fifth floor apartment, and instead of pulling the fire alarm and alerting the fire department, the tenant tried unsuccessfully to extinguish the fire. This delay allowed the blaze to grow for 17 minutes before the fire department was even notified. As firefighters arrived on the scene they encountered several problems, including radio communication issues, closed standpipe riser valves, and a damaged fire hydrant. Another issue was that some building residents ignored fire alarms and failed to evacuate, believing that it was false alarm. The building was not equipped with an automatic sprinkler system, and therefore several units and the central hallway were heavily damaged by fire, smoke, and water before the blaze was declared under control. In the end two people were killed and many more were injured. The tragedy resulted in one million dollars worth of damage and the installation of an automatic sprinkler system. 

 

Feb. 24, 1991: A Medevac helicopter takes off from 15th Street about 1:30 a.m. Sunday to take urgently needed fresh air bottles to the roof. The bottles were not in time for three of the firefighters. (Mike Levin / Inquirer files)

 

 
 
 
 

 

  

Operational Integrity and Command Fortitude

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CR1999 Roger B. Conant

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

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

The Worcester Six;

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

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

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

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

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

High Rise Fire Fighting Operations

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Houston (Texas) firefighters followed the “textbook approach” in fighting a blaze at a high-rise building on the 27th floor Monday night August 30, 2010 when a 4th Alarm was transmitted for operations at a high rise building fire, deploying nearly 175 firefighting personnel. Seven firefighters were injured with non life-threatening. A broken pipe hampered firefighting operations leaving companies without a water source for a half-hour before they could resume structural fire fighting operations.

The fire was located at the JPMorgan Chase building (formerly the Gulf Building) at 712 Main Street, a 36-story structure, which dates to 1929 and was once the tallest in Houston. Reports indicate the building was being retrofitted with a sprinkler system that had yet to reach the upper floors. Go here for a link to the building profile.

 A Mayday call was transmitted due to a firefighter who became separated in a dark and smoky stairwell but was promptly located.

Additional links; HERE, HERE and HERE

For those of you operating in response districts with low and high rise structures, how effective are your companies and are they adequately trained to address a multiple alarm fire on an upper floor?

Notable References;

  • Highrise Office Building Fire, One Meridian Plaza, HERE
  • High-rise Office Building Fire One Meridian Plaza Philadelphia, Pennsylvania  1991, HERE
  • LAFD, EXECUTIVE SUMMARY – FIRST INTERSTATE BANK BUILDING FIRE, Here
  • USFA Report TR-022 LAFD Interstate Bank Building Fire, HERE
  • Cook County, Illinois Administration Building Fire, 2003,NIST Report  HERE
  • FDNY, New York City Deutsche NIOSH LODD Report outlines high-rise fire recommendations, HERE
  • High Rise Apartment Fire LODD, Texas, 2001, HERE
  • FDNY OPERATIONAL ASPECTS OF HIGH-RISE FIREFIGHTING, HERE
  • An Examination of FDNY High Rise Operations and SOP as part of a Risk Management Plant for Operational HERE

A Tale of Two House (Fires)

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YouTube Preview ImageA Tale of Two House Fires and their operational outcomes. This video from a newscast that Dave Statter did in 2007 provides some basic insights into operational factors related to Conventional Construction and Engineered Structural Systems (ESS).

If you haven’t had the opportunity or time to log onto the Underwriter’s Laboratories (UL) University Structural Stability of Engineered Lumber in Fire Conditions. 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 is a self-guided course which focuses on the structural stability of engineered lumber under fire conditions and provides the latest in test data and insights.

UL Assembly Testing

Also check out State Farm Insurance’s Fire Training web resource SFSafeTraining.com for informational training offerings to enhance your skill set in the areas of Building Construction and Operational Safety.

Building Performance Awareness on Lightweight Construction during Fires is another exceptional linf to spend some time at the U.S. Fire Administration (USFA) site.

In a partnership with the U.S. Fire Administration (USFA), the American Forest and Paper Association (AF&PA) developed a comprehensive Web-based educational program to help the fire service learn more about lightweight construction components and the performance of these building materials during fires to create a safer operational environment for firefighters. These components include trusses, glue laminated beams, I-joists, structural composite lumber, structural insulated panels, and wood structural panels that are replacing dimensional lumber in many applications.

Included in this program is FireFrame, an interactive tool on building construction for the fire service. It was developed with the assistance of several state and local fire training systems. Access the AF&PA Training site HERE

As a Company or Command Officer are you aware and take into consideration operational factors that are unique to tactical assignments within occupancies and building structures of conventional construction versus those that have engineered structural assemblies and systems?

  • Each has defined time spans for safe operational deployment with mission crucial situational awareness considerations.
  • Are you aware of them and how they affect the overall integrity and safety of operating companies?
  • Remember;  Building Knowledge = Firefighter Safety

From Waldbaum’s to Hackensack- Worcester to Charleston; Legacies for Operational Safety

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6-15-2009 7-39-58 PM

From Waldbaum’s to Hackensack- Worcester to Charleston; Legacies for Operational Safety

“From Waldbaum’s to Hackensack- Worcester to Charleston; Legacies for Operational Safety”; I still find it surprising during my travels around the country lecturing and presenting programs on building construction, that when the audience was asked, “What do the Walbaum’s Fire and Hackensack fire share in common?”, the response typically were blank stares. The more seasoned and experienced veterans (translation; Older firefighters) when present, were able to convey some information on the subject. But yet, the true essence of the basic incident particulars and the lessons learned fail to be fully conveyed. We’re not remembering the past!

I’ve spoken on numerous occasions about History Repeating Events (HRE), and the common themes related to LODD. Events that resonate with common issues, apparent and contributing causes and operational factors that share legacy issues that the fire service fails to identify, relate to and implement. In other words, we fail a times to learn from the past, or we make a deliberate choice to ignore those lessons due to other internal or external influences, pressures, authority, beliefs, values or viewpoints. We make choices and we determine our direction, path and destiny.

When you look over these LODD events over the years (NIOSH, NFPA, USFA Reports), it doesn’t take long to identify that many LODD events share similarities, and that specific incident events, deficiencies, outcomes and recommendations are identical in every way, except for the fire department name and geographical location. In other words, we have History Repeating Events (HRE).

What have we learned from the past? What is it that we’re passing down to each incoming recruit class and probationary firefighter? What are Company and Commanding Officers recalling and considering in their dynamic risk assessment, size-up and decision-making (IAP) process when looking at a particular building, occupancy and fire? Are mission critical operational elements & HRE factors being recollected? (Naturalistic/ Recognition-Prime Decision-making).

Are the fire service legacies of the past and the lessons learned from those incidents and the sacrifices that were made transcending time? Or are they lost in the immediacy of day to day challenges, issues and operations. Or are these events, lessons and operations issues dismissed and disregarded as a result of their “time and place” not being relevant to “today’s” operations and modern fire service advancements.

The reality is, we, the present generation of veteran firefighters and officers at times neglect or fail to recognize the importance of passing along the lessons of our life’s journey through our fire service careers, the events of our day and the profound tough lessons and sacrifices learned the hard way. We sometimes need a receptive, sympathetic and compassionate audience that is willing to listen, hear and comprehend the messages conveyed. There needs to be a high degree of empathy related to these past History Repeating Events. For each event, each and every line of duty death has a message and a Legacy of Operational Safety.

Throughout the past thirty-three years (1977-2010), over 4,000 firefighters have lost their lives in the course and conduct of their duties as firefighters and officers within the fire service. Although there are numerous LODD fire incidents and events that could be discussed, all distinguished and exemplified by heroism, nobility, cause and fortitude. There are four that stand out when related to the lessons learned and the significance and impact each LODD incident had at the time to the national fire service.

Each of these incidents also have significance as they relate to the building, occupancy, use, construction features, inherent structural systems, fire behavior and fire dynamics; coupled with interrelated elements of strategic and tactical fire suppression operations and incident management . Again, “Building Knowledge=Firefighter Safety”.

The Waldbaum’s Supermarket Fire: Brooklyn, New York August 3, 1978
Six LODD

Six FDNY firefighters died at this fire when the wood bowstring truss roof collapsed, 34 were injured. The fire started at 8:40 hrs. in Waldbaum’s Supermarket, Ave. Y and Ocean Ave., Sheepshead Bay, Brooklyn, NY. Nearly 23 electricians, plumbers etc ., were in the process of renovating the building, while it was still open and operating when the fire started in the mezzanine area. An All hands was transmitted at 08:49 hrs. the 2nd alarm at 09:02 hrs. Shortly after 09:20 hrs., with 20 firefighters on the roof a crackling sound was heard and the center portion of the bow string trussed roof fell into the smoke and flames. A total of 12 firefighters fell into the inferno, six were rescued, six died in the line of duty.

Honor and Remembrance
• Lt. James Cutillo, 33rd Battalion
• Firefighter Charles Bouton, Ladder Co. 156
• Firefighter William O’Conner, Ladder Co. 156
• Firefighter James P McManus, Ladder Co. 153
• Firefighter George Rice, Ladder Co. 153
• Firefighter Harold F. Hastings, Ladder Co.153

Hackensack Ford: Hackensack, New Jersey July 1, 1988
Five LODD

Five fire fighters from the Hackensack, New Jersey Fire Department were killed in the line-of duty while they were engaged in interior fire suppression efforts at an automobile dealership when portions of the building’s wood bowstring truss roof collapsed.

Honor and Remembrance
• Captain Richard Williams
• Lt. Richard Reinhogen
• Firefighter William Krejsa
• Firefighter Leonard Radumski
• Firefighter Stephen Ennis

Note: The 1988 Hackensack Ford Fire occurred almost ten years to the date of the Waldbaum’s FDNY Fire in 1978. (History Repeating Event…we forgot something along the way regarding bow string trussed roof systems and fire impingement…)

As a result of this incident passage of a NJ State law mandating the clear demarcation of truss roofs and other structural hazards with warning signs (placards) on building with truss roofs was. In 1991 NJ State law required the State Bureau of Fire Safety to investigate all fires in which a firefighter dies or is seriously injured. See National Truss Placarding.

The Worcester Cold Storage and Warehouse Fire: Worcester, Massachusetts, December 3, 1999
Six LODD

On December 3, 1999, the vacant, six-story Worcester Cold Storage and Warehouse Co. building in Worcester, Massachusetts, was set ablaze by two homeless people knocking a lighted candle into a pile of ragged clothes. The Worcester Fire Department responded at 6:13 p.m. to Box Alarm 1438. The Rescue 1 team of Firefighter Paul Brotherton and Firefighter Jerry Lucey entered the building searching for occupants. Fire conditions worsened in the building at an alarmingly unexpected rate. Paul and Jerry, on the fifth floor, became disoriented in the smoke-filled building. Lost, and running low on air, they called for help. Several teams began searching for the lost fire fighters.

Two teams reaching the fifth floor also found themselves disoriented in the smoke and trapped by the maze of interior walls — Lieutenant Tom Spencer and Firefighter Tim Jackson from Ladder 2, and Firefighter Jay Lyons and Firefighter Joe McGuirk from Engine 3. Though many more brave fire fighters attempted to locate their missing brothers, their efforts proved futile. Their deaths marked the worst loss of fire fighters’ lives in more than 20 years in a building fire in America, and the third worst fire in Massachusetts’ history. Six days after they died, a memorial service drew 30,000 fire fighters and 10,000 civilians in what was believed to have been the largest such service for fire fighters killed on duty.

Honor and Remembrance
• Firefighter Paul A Brotherton, Rescue Co.1
• Firefighter Timothy P. Jackson, Ladder Co.2
• Firefighter Jeremiah M. Lucey, Rescue Co.1
• Firefighter James F. “Jay” Lyons III, Engine Co. 3
• Firefighter Joseph T. McGuirk , Engine Co. 3
• Lt. Thomas E. Spencer, Ladder Co.2

Sofa Superstore Fire: Charleston, South Carolina, June 18, 2007
Nine LODD

On the evening of June 18, 2007, units from the Charleston Fire Department responded to a fire at the Sofa Super Store, a large retail furniture outlet in the West Ashley district of the city. Within less than 40 minutes, the fire claimed the lives of nine firefighters. The highly flammable characteristics of the materials that were stored in the loading dock and throughout the premises provided an ample supply of fuel and caused the fire to spread rapidly, affecting the building’s structural integrity and adversely affecting manual fire suppression activities.

Honor and Remembrance
• Bradford Rodney “Brad” Baity – Engineer 19
• Theodore Michael Benke – Captain 16
• Melvin Edward Champaign – Firefighter 16
• James “Earl” Allen Drayton – Firefighter 19
• Michael Jonathon Alan French – Engineer 5
• William H. “Billy” Hutchinson, III – Captain 19
• Mark Wesley Kelsey – Captain 5
• Louis Mark Mulkey – Captain 15
• Brandon Kenyon Thompson – Firefighter 5

Commemorate and Remembrance
On the evening of June 18, 2007, units from the Charleston Fire Department responded to a fire at the Sofa Super Store, a large retail furniture outlet in the West Ashley district of the city. Within less than 40 minutes, the fire claimed the lives of nine firefighters.

The Executive Summary of the FIREFIGHTER FATALITY INVESTIGATIVE REPORT Sofa Super Store Fire, Phase II Report issued MAY 15, 2008 provided critical insights into the apparent and contributing causes that culminated in the event. The Sofa Super Store was a large property that incorporated a very significant potential for a major fire to occur. It’s appropriate at this time to revisit those key factors described within the report in order for provide the opportunity for departments or agencies to recognize or identify similar gaps that exist, and take the necessary corrective actions. These gaps may be precursors to potentially significant or serious future events and extend in operational, training, administrative, managerial, construction, prevention and regulatory and codes.

• The fire risk factors associated with the Sofa Super Store exceeded the limits prescribed by the applicable building and fire codes. An automatic sprinkler system should have been installed to reduce the level of fire risk or the buildings should have been divided into manageable fire compartments by a system of fire walls.
• If a sprinkler system had been installed, the fire probably would likely have been controlled within the loading dock area.
• If effective fire walls had been provided, the fire probably would not have spread beyond the loading dock.
• The highly flammable characteristics of the materials that were stored in the loading dock and throughout the premises provided an ample supply of fuel and caused the fire to spread rapidly. The burning contents released copious quantities of heat and toxic smoke.
• Significant quantities of flammable and combustible liquids that were stored in the loading dock likely contributed to the severity and rapid spread of the fire.
• The fire had extended to the loading dock when firefighters arrived.
• Charleston Fire Department members attempted to fight the fire by initiating an offensive interior attack into the loading dock.
• The offensive attack was launched from two directions. One attack line entered the loading dock from the exterior, while a second line was stretched through the showrooms and into the loading dock.
• The offensive attack failed to control the fire. The fire extended into adjoining areas on three sides of the loading dock.
• At least 16 firefighters, who were operating deep inside the showrooms, became enveloped in heavy smoke.
• Conditions inside the showrooms became critical as the fire began to involve this part of the building. Several firefighters became disoriented and were running short of air. Radio messages requesting assistance were not heard.
• Seven firefighters managed to find their way out of the showrooms. The nine deceased firefighters were unable to find their way out as the fire spread rapidly from the rear of the building to the front.
• The size and layout of the building, inadequate exits, and the highly flammable nature of the contents likely contributed to the inability of the lost firefighters to escape from the building. Rescue efforts were attempted when the situation inside the showrooms was recognized. In spite of valiant efforts, it was too late to save the missing firefighters before the store became fully involved in flames.

The analysis of operations conducted by the Charleston Fire Department includes the following observations and findings:

• Fire fighting operations at the Sofa Super Store did not comply with Federal occupational safety and health regulations, recommended safety standards, or accepted fire service practices.
• The Charleston Fire Department failed to provide adequate direction, supervision, and coordination over the operations that were conducted.
• The documented duties and responsibilities of an Incident Commander were not performed and risk management guidelines were not adequately applied to the situation.
• The culture of the Charleston Fire Department promoted aggressive offensive tactics that exposed firefighters to excessive and avoidable risks and failed to apply basic firefighter safety practices.
• Insufficient training, inadequate staffing, obsolete equipment and outdated tactics all contributed to an ineffective effort to control the fire with offensive tactics during the early stages of the incident.
• The Charleston Fire Department continued to apply offensive tactics after the situation had evolved to a point where risk management guidelines called for defensive strategy.
• Factors that should have caused firefighters to be removed from interior tactical (offensive) positions were not recognized.
• There was a lack of accountability for the location and function of firefighters who were operating inside the building. The Charleston Fire Department did not have appropriate Mayday procedures to be followed by firefighters in distress, for dispatchers, or for command officers on the scene.

All of the listed factors and many others were analyzed and discussed in detail within the body of the issued report. If you haven’t found the time or reason to read the report, do so; it would make for a good task activity for Safety Week. The report document presented the dedicated and conscientious efforts of the review team to honor the nine fallen firefighters by making every possible effort to learn from their sacrifice. The operative question is this; “What factors or attributes are comparable to situations or conditions that presently exist within your Department, Organization or community? What are you going to proactively do to address these issues or conditions in a timely manner?

Understanding the Building Profile and Risk
The Sofa Super Store occupied a complex of interconnected structures that had been constructed in several phases. The showroom building, facing Savannah Highway, was actually an assembly of three separate structures. The front wall was a façade, with a parapet extending above the roof line, creating the appearance of one large building when viewed from Savannah Highway. (Refer to the Report for diagrams, plans and photographs)
• The front wall, including the parapet, was approximately 23 feet tall, while the roof behind the parapet varied from 12 to 14 feet above grade.
• The main showroom was originally constructed as a grocery store, probably during the 1950s or 60s. The original building was approximately 125 feet in width and 130 feet deep, with a rectangular extension in the southwest corner (right-rear facing the building from Savannah Highway).
• The front wall was brick construction with large storefront windows, while the side and rear walls were constructed of concrete block.
• The original structure had a flat metal deck roof, supported by lightweight steel bar joists (trusses), spanning from east to west across the store. The side walls supported the ends of the bar joists, while two rows of steel beams and columns provided intermediate support.
• A suspended ceiling was installed below the roof trusses.

After the property was converted to a furniture store, two pre-engineered metal buildings were added-on to the original structure to expand the showroom area. Each showroom addition was approximately 60 feet in width and 120 feet deep. The first showroom addition was constructed on the west side of the original building in 1994 and the second was added on the east side in 1995. (The add-on structures are referred to as the east and west showrooms in this report, while the original structure is identified as the main showroom.) Six large openings in the concrete block side walls, three on each side of the original building, provided connections between the showroom areas; their combined floor area was in excess of 31,000 square feet. An additional pre-engineered metal structure was erected at the rear of the property in 1996 to serve as a warehouse. This structure was approximately 120 feet wide by 130 feet deep and 29 feet tall. Furniture was stored on steel racks, 20 feet in height, inside the warehouse.

Going Forward: The Structural Anatomy of Building Construction
The following are quotes from Fire Chief Anthony Aiellos (ret) Hackensack (NJ) Fire Department
Fire Chief during the Hackensack Ford Fire, July, 1988

“If you don’t fully understand how a building truly performs or reacts under fire conditions and the variables that can influence its stability and degradation, movement of fire and products of combustion and the resource requirements for fire suppression in terms of staffing, apparatus and required fire flows, then you will be functioning and operating in a reactionary manner.”

“This places higher risk to your personnel and lessens the likelihood for effective, efficient and safe operations. You’re just not doing your job effectively and you’re at RISK. These risks can equate into insurmountable operational challenges and could lead to adverse incident outcomes. Someone could get hurt, someone could die, it’s that simple, it’s that obvious”.

Risk Based Response Assignments
The buildings, structures and occupancies that comprise typical response districts pose unique and consistent challenges during structural fire attack. The variety of occupancies and building characteristics establish varying degrees of risk potential, with defined and recognizable strategic and tactical measures to be taken-sometimes uniquely to each occupancy type. Although each occupancy type presents variables that dictate how a particular incident is handled, most company operations evolve from basic principles rooted in past performance and operations at similar structures. This is based on what I define as; “predictability of performance.”

When we look at various buildings and occupancies, past operational experiences; those that were successful, and those that were not, give us experiences that define and determine how we access, react and expect similar structures and occupancies to perform at a given alarm in the future. Naturalistic (or recognition-primed) decision-making forms much of this basis. We predicate certain expectations that fire will travel in a defined (predictable) manner that fire will hold within a room and compartment for a 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.

We used to know with a measured degree of predictability, how our buildings would perform, react and fail under most fire conditions. This is what our years of fireground experience provided us, and how we ultimately would predict, assess, plan and implement our incident action plans and ultimately deploy our companies-based upon the predictable performance expected. Conventional Construction Structures (CCS) had this “predictably of performance.” You know, that typical residential structure, the 2-1/2 story wood frame, the three story brick and joist type III occupancy, the four story frame multiple occupancy, etc., etc. Unlike Engineered System Structures (ESS) whose predictability is rooted in the fact that they are unpredictable.

The emerging fire service issues affecting buildings, occupancies and structural systems related to ESS is only beginning to take hold a prominent role and level of significance that is long overdue. The fire service has been dealing with the operational issues and line-of-duty deaths related to ESS since the 1980s and now in 2009, we’re finally raising these ESS issues to a dialog point that is influencing firefighter safety, survival and operations. ( Refer to the Underwriters Laboratory’s (UL) UL University on-line training module for a state-of-the art presentation on Structural Stability of Engineered Lumber in Fire Conditions and performance results that correlate towards redefining fire suppression operations)

The fire service is beginning to fully recognize the merits in adjusting, altering, and changing our strategic and tactical ways of doing business in the streets. It’s becoming self evident in the fire service that it’s no longer acceptable to think that ESS buildings and occupancies will perform in the same manner as CCS buildings and occupancies and that tactics deployed in both CCS and ESS buildings and occupancies will react under similar strategic and tactical plans and tasks. These unique and inherent factors within the ESS profiles must give us a new standard for operational deployment; strategies and tactics that are defined by the risk profile of the building, its engineered structural systems, materials and methods of construction and the fire loading present.

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

Risk-Preferring and Self-indulging Firefighting
Don’t mistake determined, effective and proactive firefighting with that of reckless, baseless and risk-preferring and self-indulging firefighting. There is a difference, a big difference. When we address relationships of Building Construction, Command Risk Management and Fire Fighter Safety with the occupancy and structural environment, all personnel, regardless of rank, need to equate the occupancy risk with strategic and tactical incident action plans. These safely compliment the identified firefighting operation risk, with the projected building risk profile and interface appropriate behavioral characteristics in the task level firefighting activities. Again, equating building, occupancy risk profiles with determined, effective and proactive firefighting.

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

It’s no longer just brute force and sheer physical determination that define structural fire suppression operations. Aggressive firefighting must be redefined and aligned to the built environment and associated with goal oriented tactical operations that are defined by risk assessed and analyzed tasks that are executed under battle plans that promote the best in safety practices and survivability within know hostile structural fire environments. Consider the following definitions as they relate to defining structural combat fire suppression operations.

Aggressive and Measured Approach.
Aggressive: Assertive, bold, and energetic, forceful, determined, confident, marked by driving forceful energy or initiative, marked by combative readiness, assured, direct, dominate…

Measured: Calculated; deliberate, careful; restrained, think, considered, confident, alternatives, reasoned actions, in control, self assured, calm…

You be the judge as to what should be appropriately defining interior fire suppression operations.

It’s all about 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. This is what it’s going to take to truly provide a means for “everyone to go home”.

Occupancy Risk not Occupancy Type
Many of today’s incident commanders, company officers and firefighters lack the clarity of understanding and comprehension that correlate to the inherent characteristics of today’s buildings, construction and occupancies. We assume that the redundancy of our operations and incident responses equates with predictability and diminished risk to our firefighting personnel.

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 structural fire engagement. You need to gain the knowledge and insights and to change and adjust your operating profile in order to safe guard your companies, personnel and team compositions. Again strategic firefighting operations; Strategies and tactics must be based on occupancy risk not occupancy type.
With this being stated, another primary consideration that must be deliberated and changed as it relates to firefighting and the built environment is the long held fire service tradition and practice of Structural Fire Alarm Response (resources) Assignments being based upon the Occupancy Type. Sending the two Engine Companies and one Truck Company assignment with a Battalion Chief and a RIT team to a reported structure fire in an occupied single family residential structure; is not acceptable.

As previously stated; the rules for structural fire engagement have changed. Structural Fire Alarm Response (resources) Assignments should be based upon the Risk Profile the occupancy has related to Building construction, systems and projected or determined fire loading. Sending the four Engine Companies, two Truck Companies, a manpower Heavy Rescue Company, two additional Battalion Chiefs, a Safety Officer and support staff assignment with the assigned Battalion Chief on the alarm assignment to a reported structure fire in an occupied single family residential structure, that happens to be 5000 square feet in size with ESS components; IS Acceptable.

• There is an acute understanding and corollary of technical knowledge and inter reliance on occupancies, construction, strategy, tactics, risk, safety, physics, engineering and fire suppression theory, This is a fact.
• Previous, historical parameters and Building/Structural Performance always provides a postulated measurement to gauge operational tasks and form the basis for the Incident Action Plan. These parameters must be recognized and integrated
• There is a need to integrate performance based incident indicators derived from engineering, physics, fire dynamics, historical and statistical basis
• Basic Size-Up is Antiquated for Firefighting and the Built Environment. – Start Thinking in terms of Dynamic Risk Assessment and Command Risk Management
• USFA Annual Report on Firefighter Fatalities in the United States; “More firefighters using an aggressive interior attack in enclosed structures die more often, in greater numbers, and with greater multiple line-of-duty deaths than those using the same tactical approach in opened structure fires.”

Start integrating an understating of Fire Dynamics and Fire Behavior and the impact on structural integrity and operational deployment

Situational Awareness and Risk Assessment
Situation Awareness related to Building Construction, Command Risk Management and Firefighter Safety is another mission critical element. 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 involves being aware of what is happening around you at an incident scene 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 the structural fire suppression and firefighter domains where the information flow can be quite high and poor decisions can lead to serious consequences. Dynamic 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 at a structural fire.

To the Incident Commander, fire officer or firefighter, knowing what’s going on around you, in and around the building structure and understanding the consequences of building, construction, assembly, fire load and fire development and growth 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 related to the building and occupancy is a mission critical element in managing structural fires and in the strategic command management and company level tactical operations as we go forward into the next decade. Traditional phased incident scene size-up and monitoring 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.

Command and company officers and firefighters MUST understand the building, the occupancy features and the inherent impact of fire within and on the structure, AND be able to identify, communicate and take actions necessary to support the incident action and battle plans, mitigate incident conditions and provide for continuous safety protection to themselves, their team, their company and the entire alarm assignment operating at the incident scene.

It’s Not about Our Entertainment Value
When we focus our attention on the interdependent functional domains of Building Construction, Command Risk Management and Fire Fighter Safety and the essence of combat structural fires; Structural firefighting is what it’s all about, is it not? The reason we have such veneration for firefighting and the fire service and all it entails; has a lot to do with going into burning buildings and fighting fire. We enjoy it tremendously; because of who we are and what we do-as firefighters. But, firefighting has its adverse consequences, with all too familiar costs, in the form of injuries, debilitating accidents and line of duty deaths.

As a firefighter, to say that we love firefighting would be an understatement, but one issue that we need to address is the fact that there are many individual firefighters, companies and organizations that employ fireground operational practices that promote the “enjoyment and entertainment” of working a good job within the occupancy compartment of a structural fire in the building environment.-Staying too long in the wrong place, operating tactically in an adverse environment with known hazards that does not have value, for nothing other than the enjoyment of nozzle time and operating time in the fire.

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 aspect in structural fire operations, then there would be a direct enhancement to firefighter safety, through injury and LODD reduction. 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 Structural Anatomy of Buildings.

Fire in the United States Report 2003 to 2007

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1-13-2010 4-59-50 PMFire in the United States

Fire in the United States covers the 5-year period from 2003 to 2007

The report focuses on the national fire problem and provides an overview of fires and losses in buildings, vehicles and other mobile properties, and other properties. The report also examines fire and fire loss trends, fire casualties by population characteristics, and fire cause profiles by property type. Detailed analyses of the residential and nonresidential building fire problems will be published as stand-alone reports.

Fire in the United States is a statistical overview of fires in the United States, focusing on the latest year in which data were available at the time of preparation. The primary source of data is the National Fire Incident Reporting System (NFIRS), along with data from the National Fire Protection Association (NFPA), National Center for Health Statistics (NCHS), State Fire Marshals’ offices, U.S. Census Bureau, and the Consumer Price Index.

Executive Summary

Fire departments in the United States responded to nearly 1.6 million fire calls in 2007. The United States fire problem, on a per capita basis, is one of the worst in the industrial world. Thousands of Americans die each year, tens of thousands of people are injured, and property losses reach billions of dollars. There are huge indirect costs of fire as well—temporary lodging, lost business, medical expenses, psychological damage, and others. These indirect costs may be as much as 8- to 10-times higher than the direct costs of fire. To put this in context, the annual losses from floods, hurricanes, tornadoes, earthquakes, and other natural disasters combined in the United States average just a fraction of those from fires. The public, the media, and local governments generally are unaware of the magnitude and seriousness of the fire problem to individuals and their families, to communities, and to the Nation.

Download the Report, HERE

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