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Wind Driven Fires

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Wind Driven Fires

Wind blowing into the broken window of a room on fire can turn a “routine room and contents fire” into a floor-to-ceiling firestorm. Historically, this has led to a significant number of firefighter fatalities and injuries, particularly in high-rise buildings where the fire must be fought from the interior of the structure.

Wind-Driven Fire in a Ranch-Style House in Texas, 2009

On April 12, 2009, a fire in a one-story ranch home in Texas claimed the lives of two fire fighters.  (NIOSH REPORT HERE) Sustained high winds occurred during the incident.  The winds caused a rapid change in the dynamics of the fire after the failure of a large section of glass in the rear of the house. 

Wind Driven Fire in Home, Texas, 2009. Aerial view of damage to the structure. Photo credit: Houston Fire Department.

Wind Driven Fire in Home, Texas, 2009. Aerial view of damage to the structure. Photo credit: Houston Fire Department.

NIST performed computer simulations of the fire using the Fire Dynamic Simulator (FDS)  and Smokeview, a visualization tool, to provide insight on the fire development and thermal conditions that may have existed in the residence during the fire.

The FDS simulation that best represents the witnessed fire conditions indicates that the fire that spread throughout the attic and first floor developed a wind driven flow with temperatures in excess of 260 °C (500 °F) between the den and front door.  The critical event in this fire was the creation of a wind-driven flow path between the upwind side of the structure and the exit point on the downwind side of the structure, the front door.  The flow path was created by the failure of a large span of windows in the den, in the rear of the structure.  Floor-to-ceiling temperatures rapidly increased in the flow path where multiple crews were performing interior operations.  In a simulation that excluded wind, the flow path was not created, and the thermal environment surrounding the location of interior operations was improved.

Still image from FDS Simulation.

Still image from FDS simulation.  Temperatures at 1.5 m (5 ft) above the floor throughout the house 10 s after solarium failure. Image credit: NIST.

Wind has been recognized as a contributing factor to fire spread in wildland fires and large-area conflagrations and wildland fire fighters are trained to account for the wind in their tactics.  While structural fire departments have recognized the impact of wind on fires, in general, the standard operating guidelines for structural fire fighting have not changed to address the hazards created by a wind driven fire inside a structure.  The results of the “no-wind” and “wind” fire simulations demonstrate how wind conditions can rapidly change the thermal environment from tenable to untenable for fire fighters working in a single-story residential structure fire.

The simulation results emphasize the importance of including wind conditions in the scene size-up before beginning and while performing fire fighting operations and adjusting tactics based on the wind conditions.  These results are in agreement with NIST studies conducted to examine wind driven fire conditions in high-rise structures.

LESSONS  LEARNED

Based on the analysis of this fire incident and results from previous studies, adjusting fire fighting tactics to account for wind conditions in structural fire fighting is critical to enhancing the safety and the effectiveness of fire fighters.  Previous studies demonstrated that applying water from the exterior, into the upwind side of the structure can have a significant impact on controlling the fire prior to beginning interior operations.  It should be made clear that in a wind-driven fire, it is most important to use the wind to your advantage and attack the fire from the upwind side of the structure, especially if the upwind side is the burned side.  Interior operations need to be aware of potentially rapidly changing conditions.

See full report, Simulation of the Dynamics of a Wind-Driven Fire in a Ranch-Style House – Texas (NIST TN 1729, January 2012)

F2009-11 Apr 12, 2009 Career probationary fire fighter and captain die as a result of rapid fire progression in a wind-driven residential structure fire – Texas PDF Adobe PDF file
SIMULATION VIDEO
With Wind (WMV, 48 MB)
Without Wind (WMV, 35 MB)
 
From NIST Fire.gov site-  http://www.nist.gov/fire/wdf.cfm
 
From the NIOSH REPORT

Career Probationary Fire Fighter and Captain Die as a Result of Rapid Fire Progression in a Wind-Driven Residential Structure Fire – Texas

SUMMARY

Shortly after midnight on Sunday, April 12, 2009, a 30-year old male career probationary fire fighter and a 50-year old male career captain were killed when they were trapped by rapid fire progression in a wind-driven residential structure fire. The victims were members of the first arriving company and initiated fast attack offensive interior operations through the front entrance. Less than six minutes after arriving on-scene, the victims became disoriented as high winds pushed the rapidly growing fire through the den and living room areas where interior crews were operating. Seven other fire fighters were driven from the structure but the two victims were unable to escape. Rescue operations were immediately initiated but had to be suspended as conditions deteriorated. The victims were located and removed from the structure approximately 40 minutes after they arrived on location.

Key contributing factors identified in this investigation include: an inadequate size-up prior to committing to tactical operations; lack of understanding of fire behavior and fire dynamics; fire in a void space burning in a ventilation controlled regime; high winds; uncoordinated tactical operations, in particular fire control and tactical ventilation; failure to protect the means of egress with a backup hose line; inadequate fireground communications; and failure to react appropriately to deteriorating conditions.

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

  • ensure that an adequate initial size-up and risk assessment of the incident scene is conducted before beginning interior fire fighting operations
  • ensure that fire fighters and officers have a sound understanding of fire behavior and the ability to recognize indicators of fire development and the potential for extreme fire behavior (such as smoke color, velocity, density, visible fire, heat)
  • ensure that fire fighters are trained to recognize the potential impact of windy conditions on fire behavior and implement appropriate tactics to mitigate the potential hazards of wind-driven fire
  • ensure that fire fighters understand the influence of ventilation on fire behavior and effectively apply ventilation and fire control tactics in a coordinated manner
  • ensure that fire fighters and officers understand the capabilities and limitations of thermal imaging cameras (TIC) and that a TIC is used as part of the size-up process
  • ensure that fire fighters are trained to check for fire in overhead voids upon entry and as charged hoselines are advanced
  • develop, implement and enforce a detailed Mayday Doctrine to insure that fire fighters can effectively declare a Mayday
  • ensure fire fighters are trained in fireground survival procedures
  • ensure all fire fighters on the fire ground are equipped with radios capable of communicating with the Incident Commander and Dispatch

Additionally, research and standard setting organizations should:

  • conduct research to more fully characterize the thermal performance of self-contained breathing apparatus (SCBA) facepiece lens materials and other personal protective equipment (PPE) components to ensure SCBA and PPE provide an appropriate level of protection.
  • Although there is no evidence that the following recommendation could have specifically prevented the fatalities, NIOSH investigators recommend that fire departments:
  • ensure that all fire fighters recognize the capabilities and limitations of their personal protective equipment when operating in high temperature environments.

Buffalo Box 191 North Division & Grosvenor Streets; December 27, 1983

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Remembering

Buffalo Box 191 North Division & Grosvenor Streets; December 27, 1983

Buffalo Box 191

As Buffalo (NY) firefighters arrived at the scene of a reported propane leak in a three-story radiator warehouse (Type III Ordinary and Type IV Heavy Timber construction), a massive explosion occurred, killing five firefighters instantly and injuring nine others, three of them critically.

The force of the blast blew BFD Ladder 5′s tiller aerial 35 feet across the street into the front yard of a dwelling. BFD Engine 1′s pumper was also blown across the street with the captain and driver pinned in the cab with burning debris all around them. Engine 32′s engine was blown up against a warehouse across a side street and covered with rubble.

Previously posted on Thecompanyofficer.com HERE

The Same Mistakes: Newspaper Reports Common Issues Affecting Fire Operations

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Firefighters rush into a burning commercial building with too-small hoses and insufficient water. The commander can’t reach them because the captain forgot his radio. Backup crews aren’t sure where to go or what to do. Confusion reigns as the building’s truss roof collapses in an explosion of flames.

This reads like the playbook from the deadly Sofa Super Store fire in June 2007, but it’s not. These dangerous missteps occurred at a March 1 blaze on Daniel Island, according to an internal report obtained by The Post and Courier.

photo

Photo by Andy Paras

This blaze at an office building on Daniel Island on March 1 of this year has led to the demotion of a Charleston fire captain and controversy within the ranks.

They occurred despite nearly four years of intensive and expensive efforts to instill a culture of safety in the Charleston Fire Department.

What’s more, the commander in charge that day — a man repeatedly faulted in the in-house review of the blaze — was recently promoted to a top position in the department. And that’s causing some dissension in the ranks.

City fire officials stand behind their promotion of Troy Williams to battalion chief, and they said the portion of the draft report that leaked to the newspaper is incomplete, unfair, unofficial and riddled with inaccuracies.

Fire Chief Thomas Carr acknowledged problems at the fire, which gutted a two-story office building at 899 Island Park Drive. That’s why he authorized a six-member committee of firefighters to conduct what’s known as a critical incident review. But Carr said he rejected the resulting draft report when it landed on his desk six weeks ago because it had errors and failed to live up to its intended purpose, which is to be an educational tool, not an instrument for blame.

The 12-page portion obtained by the The Post Courier newspaper describes “major” violations of policy and assigns blame for those mistakes. It raises questions about the handling of the blaze, the effectiveness of the training firefighters have received and the integrity of the promotion process.

It also highlights the continuing conflict between the department’s hard-charging past and its new, risk-sensitive methods.

  • For the Complete Full version Article: The Post and Courier HERE
  • SConfire HERE
  • Draft Fire Report-Read more: Fire report

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

USFA Releases 2010 Fire Estimate Summary Series

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2010 Fire Series

U.S. Fire Administration (USFA) issued the 2010 Fire Estimate Summary Series which presents basic information on the size and status of the fire problem in the United States as depicted through data collected in USFA’s National Fire Incident Reporting System (NFIRS). The data summary series was developed by USFA’s National Fire Data Center and is further evidence of FEMA’s commitment to sharing information with the American public, fire departments, and first responders around the country to help them keep their communities safe.

Direct Links to the USFA:

Information from the USFA web site, HERE

U.S. Fire Administration Fire Estimates

Fire Estimate Summaries present basic data on the size and status of the fire problem in the United States as depicted through data collected in the U.S. Fire Administration’s (USFA’s) National Fire Incident Reporting System (NFIRS). Each Fire Estimate Summary addresses the size of the specific fire or fire-related issue and highlights important trends in the data.1

Residential Building Estimates

Definition of Residential Building


A structure is a constructed item of which a building is one type.

The term residential structure commonly refers to buildings where people live. To coincide with this concept, the definition of a residential structure fire includes only those fires confined to an enclosed building or fixed portable or mobile structure with a residential property use.

Such fires are referred to as residential buildings to distinguish these buildings from other structures on residential properties that may include fences, sheds, and other uninhabitable structures.

  • Residential buildings include, but are not limited to one- or two-family dwellings, multifamily dwellings, manufactured housing, boarding houses or residential hotels, commercial hotels, college dormitories, and sorority/fraternity houses.

Fire Estimate Summaries of Residential Building Fire Trends and Causes (2010)


Residential Building Fires (2006-2010)

Year Fires Deaths Injuries Dollar Loss
2006 392,700 2,490 12,550 7,188,000,000
2007 390,300 2,765 13,525 7,527,000,000
2008 378,200 2,650 13,100 8,124,100,000
2009 356,200 2,480 12,600 7,378,800,000
2010 362,100 2,555 13,275 6,646,900,000

Residential Building National Estimates (2003-2010)

Cause Definitions

Download

Nonresidential Building Estimates

Definition of Nonresidential Building
Nonresidential buildings are a subset of nonresidential structures and refer to buildings on nonresidential properties. Buildings include enclosed structures, subway terminals, underground buildings, and fixed portable or mobile structures.

  • The term nonresidential buildings refers to those nonresidential structures that are enclosed.
  • Nonresidential buildings include assembly, eating and drinking establishments, educational facilities, stores, offices, basic industry, manufacturing, storage, detached garages, outside properties, and other nonpermanent residential buildings.
  • The term nonresidential also includes institutional properties such as prisons, nursing homes, juvenile care facilities, and hospitals, though many people may reside there for short (or long) durations of time.

Fire Estimate Summaries of Nonresidential Building Fire Trends and Causes (2010)


Nonresidential Building Fires (2006-2010)

Year Fires Deaths Injuries Dollar Loss
2006 98,900 75 1,350 2,536,100,000
2007 103,000 90 1,275 3,015,900,000
2008 97,100 100 1,250 3,496,300,000
2009 89,200 90 1,500 2,804,700,000
2010 84,900 80 1,375 2,400,700,000

Nonresidential Building National Estimates (2003-2010)

Cause Definitions

Download

1 Fire Estimate Summaries are based on the USFA’s national estimates methodology. The USFA is committed to providing the best and most current information on the United States’ fire problem and, as a result, continually examines its data and methodology. Because of this commitment, changes to data collection strategies and estimate methodologies occur, causing estimates to change slightly over time. Previous estimates on specific issues (or similar issues) may have been a result of different methodologies or data definitions used and may not be directly comparable to current estimates.


Related Topics

Links of Interest

Click charts below to enlarge.

Residential Building Fire Trends: Fires & Deaths

Residential Building Fire Trends 2006-2010 Residential Building Fire Trends 2006-2010 - Deaths

Residential Building Fire Trends: Injuries & Dollar Loss

Residential Building Fire Trends 2006-2010 - Injuries Residential Building Fire Trends 2006-2010 - Dollar Loss

Residential Building Fires: Causes Of Fires & Deaths

Leading Causes of Residential Building Fires 2006-2010 Leading Causes of Residential Building Fires 2006-2010 - Deaths

Residential Building Fires: Causes Of Injuries & Dollar Loss

Leading Causes of Residential Building Fires 2006-2010 - Injuries Leading Causes of Residential Building Fires 2006-2010 - Dollar Loss

Nonresidential Building Fire Trends: Fires & Deaths

Nonresidential Building Fire Trends 2006-2010 Nonresidential Building Fire Trends 2006-2010 - Deaths

Nonresidential Building Fire Trends: Injuries & Dollar Loss

Nonresidential Building Fire Trends 2006-2010 - Injuries Nonresidential Building Fire Trends 2006-2010 - Dollar Loss

Nonresidential Building Fires: Causes Of Fires & Dollar Loss

Bridging The Gap: Fire Safety and Green Buildings Guide

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Bridging The Gap: Fire Safety and Green Buildings Guide

A Fire and Safety Building Guide to Green Construction

The National Association of State Fire Marshals (NASFM) has released its fire and building safety guide to green construction called “Bridging the Gap: Fire Safety and Green Buildings.” This guide identifies some of the key areas where rapidly growing green building construction issues coincide with building and fire safety needs.

“This guide will give both the fire service and the green construction community a reference point for developing buildings and sites that are not only environmentally sound, but also continue to meet fire safety needs,” said NASFM President Alan Shuman. “This will provide a much-needed reference on issues that impact the life safety of building occupants, emergency responders and the larger community.”

Included are topical areas such as Site Selection and Use, Building Envelope and Design Attributes, and Building Systems and Alternative Power Sources. A key feature of the guide is a series of checklists focusing on plan reviews for commercial and residential occupancies. This document is meant as an introductory guide for fire chiefs and firefighters, building and fire code enforcement officials, architects and anyone involved in building design, plan reviews and construction.

Click here to download a copy of the guide, which was developed for NASFM by Jim Tidwell of Tidwell Code Consulting, with Jack Murphy, as part of a larger program under a Department of Homeland Security Fire Prevention and Safety Grant.

Direct Link:  http://www.firemarshals.org/programs/green-buildings-fire-safety-project/guide/

http://www.firemarshals.org/

 

Residential Pre-Arrival: What are your Considerations?

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 A video clip of a structure fire occurring in a single family residential occupancy shows, in the first few frames a back draft occurring per-arrival of fire services. It’s apparent there is a developing and progressing fire in the Charlie division which may have originated in the, or vicinity of the detached garage (B-C) which had a breezeway connected to the main house.  

 

Alpha Street View

 

The large volume hip style (concealed space) roof may have become rapidly charged with elevated temperatures, superheated gases, products of combustion and possibly the initial stages direct flame extension through the eaves and into the truss loft.  Incident scene operations photos depict an engineered structural roof system.

 

Aerial View- Divisions

 

Building Profile

  • Single family (SFD), Residential Occupancy
  • Built: 1981
  • 2, 263  Sq. Ft.
  • 4 Bedrooms
  • 2 Bathrooms
  • 7 Rooms
  • Detached Garage
  • Wood frame, slab on grade
  • Type/Class- V/5
  • Brick Veneer
  • Divisions:
  • A-      Street
  • B-       SFD Residential; similar
  • C-       Yard, with Detached Garage (B-C) and large room extension
  • D-      SFD Residential; similar

 

Aerial Alpha and Charlie with Roof

 
 

Roof Profile

 

Pre-arrival fire conditions exhibit indicators that suggest the need for the rapid intervention of arriving companies and a coordinated aggressive posture tactically if the incident action plan is formulated to achieve an interior attack. Given the scenario of the backdraft conditions, the likelihood for a degraded or compromised ceiling membrane enclosure (intact ceilings, thus limiting fire extension)  being present will hamper and may be an operational concern for interior operating companies as fire conditions continue to grow in magnitude and severity and full extend and take command of the truss loft enclosure.

These fire conditions will extend into the space, resulting in degradation of the structural components and roof assembly-which will present a high risk potential for isolated or catastrophic collapse. This intrusion into the truss loft would require interior operating company officers to maintain attentiveness towards the effectiveness and progress of tactical suppression and support tasks with the potential for fire quickly dropping into operating areas and affecting firefighter safety.

Coordinated and timely vertical ventilation and roof work may be warranted if part of the normal operating parameters of the fire service agencies. In some areas of the county, vertical ventilation is not considered a tactical functional objective and is not implemented.

Adequate fire flow for suppression must be established early on in the operations, if an interior attack is implemented. Projected fire intensity and severity may challenge initial engine companies if hand lines and fire flow rates and the placement of hose streams are ineffective or marginal.  In the event of master stream operations it would be crucial to ensure interior fire suppression operations are suspended, a transition to a defensive mode is communicated and acknowledge on the fireground with collapse zone considerations.

Operational Considerations

In viewing the video of pre-arrival conditions and fire parameters and indicators; as an arriving company officer or commanding officer, how would you establish your incident action plan (IAP) and establish operations? Present and discuss why you would make these decisions, what is/are the basis?

What would you be considering in the areas of:

  • Building Integrity
  • Collapse Potential
  • Interior Fire Attack Considerations
  • Resource Needs: Staffing and Apparatus
  • Critical Operational Tasks
  • Apparatus Placement
  • Hose Line Placement
  • Safety Considerations  
  • Exposures
  • Contingency Issues: What can go wrong?  

 Assuming you are just arriving on scene and observe the backdraft conditions from the front seat; What would your operational IAP be and why?

Identify and discuss the types of mission critical size-up consideration that must be recognized and processed?

How does apparatus placement affect incident operations?

What first-due operational factors have you experienced that were contingent upon other tasks or considerations that were apparent to you or you implemented?

How does extreme fire behavior and fire dynamics affect your fire ground position?

 How does this scenario and building size and type relate to similar structures and occupancies in your district or mutual aid/greater alarm response area?

Link

 

  • Charlie Division

 

Training Download and Discussion Questions

 

Training Download from Buildingsonfire.com

 

 

 

Arson Fire now downgraded

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Updated 11/16/2011; SEE    North Las Vegas Arson No Longer Considered a Booby-Trap

An arson fire in a vacant home in North Las Vegas (NV)  was intention set and devised in a manner to harm firefighters according to Authorities.

Upon arrival of fire companies, the second floor was fully involved with heavy smoke showing from outside the building

North Las Vegas Firefighters and Las Vegas Fire and Rescue worked together to control the flames in the vacant two story home.

It took seven units and approximately 27 firefighters to contain the fire.

There was no extension of the fire to surrounding homes, it was contained in 15 minutes.

There aren’t specific details released on why authorities believe this fire was set to harm firefighters, but the fire official discussing the incident clearly expressed his concerns of what confronted operating companies at this alarm.

Residential Structure Built in 1997

The two story residential structure was of Type V, wood frame construction, built in 1997 consisting of 1,998 Square feet of space with three (3) beadrooms, seven total rooms and an attached garage.

It’s especially important for companies and company officers to remain highly vigilant upon entering and conducting interior operations for any signs or indications that conditions may not be as characteristic and expected for fires in similar occupancies or under prevailing conditions.

We plan to develop and prepare some safety awareness insights for operations in a few days. We’ll also continue to monitor information that may be forthcoming with further details as to what may have been encountered by firefighters.

 

Los Angeles Firefighters Battle Major Emergency at Townhouses Under construction

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Los Angeles Firefighters Battle Major Emergency at Townhouses Under Construction

Under-construction building fire forces dozens of evacuations

 

Six Townhouses Under Construction Photo, Onscene.TV

Townhouses Under Construction Aerial Screen capture from CBSLA.com

 

Operational Divisions with Exposures (Pre-Construction) Bing Maps


 

A townhouse complex under construction caught fire on November 10, 2011, in the Brentwood neighborhood of Los Angeles (CA).  The six-unit, wood-framed complex was in its construction phase, where at least two of the units were fully involved in fire upon arrival of LAFD companies. Four of those six structures were severely damaged as a result of the construction stage and the degree of open wood frame construction resulting in rapid flame spread and extension to a nearby residential buildings.

According to published reports, the Los Angeles Fire Department was called at 3:37 a.m.  to 12315 Gorham Avenue which resulted in a major emergency alarm classification decared and resulted in the dispatch and deployment of over 160 firefighters to the site. First arriving companies found a large townhome development with “heavy fire showing.”

Largely due to an aggressive fire attack by the LAFD, the footprint of this blaze was kept in-check and fully extinguished in one hour and 39 minutes. Fortunately, there were no injuries to any civilians or Firefighting personnel.

Additionally, five adjacent structures were evacuated for precaution. Two of those structures- one, a small apartment complex and the other, a single family dwelling, did sustain significant fire damage. As many as 10 families were displaced from those two occupancies.

Following further investigation, the LAFD stated it believed the fire was intentionally set. 

According to LAFD.Blogspot.com the following  companies were dispatched with Units: E19 RA19 E237 E37 T37 RA37 EM9 BC9 E59 E261 T61 E26 E292 T92 E71 E269 T69 E62 E263 T63 E43 DC3 SQ21 EM14 BC18 BC10 BC4 BC11 BC14 T88 E288 E88 UR88 RA88 RA827 BC5 E63 H6 RA59 RA92 RA71 EM11 E290 AR2 E94 E226 T26 E93 E210 T10 E15 T66 E266 RT59 EA2 EA1 E229 T29 E203 T3 E233 T33 E68 RA17 RA909 RA867 EM17 AR9 AR17 AR11 AR3 T29 E229 T94 E294 E3 E12

Construction Site Operational Considerations (not inclusive)

  • Pre-Fire Plan Large Construction Projects
  • Understand the various Phases to a Construction Project and how they affect fire operations
  • Identify and train for nonconventional Strategic and Tactical operational actions
  • Ensure predetermined multiple alarm resources are identified and greater alarms are established
  • Train your Company and Command Officers to address Construction site fires
  • Maintain an appropriate risk profile balance with operational needs with personnel safety foremost
  • Clearly establish multiple Safety Offices and establish geographical resources within the incident management system for reconnaissance, communications, and oversight and focused safety monitoring
  • Know you water supply and system capabilities and limitations
  • Determine fire flow needs based upon construction phases, as these change over time as the building goes up. Match fire flow demands with resource availability (time of day gaps etc.)
  • Identify exposures (Physical structures and Civilians) and ensure they are calculated into the incident action plan at the right before there are identified needs or concerns
  • Companies shall maintain a conservative safety posture; this is not the time for overly aggressive firefighting, it is the time for smart firefighting that can be highly efficient
  • Always consider collapse zones: partial or complete. Stay out of them!
  • Respect the wind; it’s not going to help you
  • Consider current and projected weather conditions in your operational and tactical plans and assignments
  • Did I already say: Pre-fire Planning?
  • Be calculated in the placement of your apparatus, especially in larger scale incidents that are defined under greater geographical divisions
  • The fire usually consumes the available fuel load rapidly; going from a Huge fire, to one that is sometimes much more manageable; just watch and control your exposures and degree of fire extension.  Don’t help to make the fire even bigger through ineffective and dysfunctional command and control
  • Anticipate, Project, Plan and Engage
  • Respect the Fire: it’s not going to play by the regular rules of combat fire suppression and engagement as in finished and enclosed structures and buildings.

View more videos at: http://nbclosangeles.com.

View more videos at: http://nbclosangeles.com.

 

Photo: Firefighters hose down smoldering embers after a large fire gutted a townhouse complex under construction in Brentwood. Credit: Al Seib / Los Angeles Times

 

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View more videos at: http://nbclosangeles.com.

FDNY: Building Collapse Claims Life Of 1 Of 5 Workers Rescued

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Robert Mecea/Associated Press

 
 A five-story building under construction suddenly came down on Monday afternoon in Brooklyn, New York. Three workers became trapped under the rubble after the top two floors fell onto the third, sending it all crashing to the ground, officials said. Published reports indicate that the likelihood of  the weight of the concrete caused the 3rd floor to collapse onto the 2nd floor, resulting in a catastrophic and sequential progressive floor collapse.
 
FDNY companies searched through the pile of concrete, pulling five workers out. Investigators said concrete being poured between the metal pillars buckled the building.
 
The building, at 2929 Brighton Fifth Street, near Neptune Avenue (Brooklyn) fell just before 2:30 p.m. A concrete worker on the site stated according to reports that the collapse happened immediately after concrete from his truck was pumped up onto the second and third floors of the building.
 
Four workers were in the building at the time of the collapse, and one was in front of the building. The one in front refused medical attention.  Firefighters said the framework of the building had been erected, but not much else. Removing the men from the rubble was a delicate and difficult process because of the risk of further collapse. Even after the men were removed, a large piece of corrugated metal hung in front of the building.
 
 

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Commercials- Got Fire; Anticipate Collapse

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Got Fire?……Anticipate Collapse..

A recent video clip making its way around the cyber fireground clearly depicted a very close-call and resulting near miss event to four firefighters at a four alarm fire involving a commercial building that housed an established insulation manufacturer and installation contractor.

The video shows within a very compressed time frame, the progression of rapidly deteriorating interior conditions, the adverse affects on the building’s structural systems and the results from the loss of load transfers that lead to a catastrophic wall collapse  narrowly missing the crew of firefighters who were operating a hand line in the vicinity of an exterior overhead door. Fortunately the injuries sustained to the firefighters were minor in nature; however the consequences and results from this collapse could have been far different and significantly more severe.

Following a series of repeated viewings of the video clip and with each successive viewing, it became readily apparent that there was a lot more to these images of the collapse and the cursory focus on the resulting near miss event. Closer examination of the video clip and the still frames brought to light some obvious conditions and indicators that easily become lost in the rapidity of the sequence of the collapse; which really has the true story to be told.

It’s the mechanism and sequence of the collapse, the dynamics of the building’s performance and the building indicators that provide a training opportunity in further examining key factors, presenting insights that could be a focus for operational and command personnel at future incidents with common parameters and gaining some mental models in recognition-primed decision making that contribute to the naturalistic decision-making process.

If you know what to be looking for, then when you see it, you may be able to anticipate, project and implement in rapid succession appropriate measures dictated by the incident.

Four Alarm Commercial Building Fire with Collapse: Fire Photo by Ben Goldberry

 

In an effort to promote additional insights and bring forward these fundamental observations and experienced-based presumptions extended from these and other news video images, still photographs, additional reporting research and examination, and a review of other published media resources; the following observations presented in this overview brief are being conveyed to increase firefighter, company and command level awareness of key collapse indicators such as those present at this commercial fire  and to further the concept of adaptive fireground management principles and increase awareness of fundamental building performance indicators and principles to help you increase your intuitive observations skills and translate them into proactive operational actions on the fireground-before an adverse condition occurs.[ i.e., being five steps ahead of the fire conditions].

Although this briefing makes use of the images and conditions depicted in the video clip and encountered by the fire department evident in the images; the susequent commentary and  insights provided are not meant to provide  direct or indirect opinions, renderings, criticism or censure  towards the conduct of operations or the management of the incident by the respective department and it’s firefighting, command and support personnel who operated at the actual fire and experienced this near miss event first-hand.

We are grateful that the events of this alarm precluded anything worst occurring given the potential seriousness of the prevailing  incident conditions and commend the  fire department and it’s firefighters that provide these exceptional services each and every day to the citizens they serve and to the community they protect, in mitigating this serious fire; safely and successfully.

This incident and the resulting near-miss captured by the videographer provides the Fire Service with an exceptional opportunity given today’s far reaching capabilities of eMedia, this web site and direct and indirect readers, links, tweets, likes, reposting’s, uploads, downloads and sharing  an opportunity to share the consequences of an extreme close-call and learn from it in a positive and constructive manner, so that firefighters, company officers, commanders and support personnel can better predict with knowledge, insight and at times intuition a better understanding of buildings and the structures and occupancies we operate within on the fireground.  

There are numerous inherent indicators present at every incident scene we operate at that. As is in this near miss event and building collapse; it’s sometimes the subtle things that need to gain the attention of operationg companies and personnel and the ability to rapidly process, recognize and react.

 Remember this: Building Knowledge = Firefighter Safety.

As a generality; it’s important to note that given heavy fire involvement in a structure (got fire), adaptive fireground management considerations would promote conservative considerations to anticipate and expect collapse (degraded or compromise; limited or catastrophic).

In the case of fires in commercial occupancies and buildings with;

  • Large Square footage/Floor areas
  • Significant fire loads
  • Large open structural system spans lacking compartmentation, 
  • Unprotected steel components and assemblies 
  • No Sprinkler Systems
  • Omitted, compromised or degraded passive or active protective  or suppression systems
  • Significant openings along the exterior building envelope
  • Significant opening on the roof enclosure
  • Deep seated fires or rapidly escalating and extending fires

It is mission critical to comprehend and understand your department’s operational capabilities and the necessary deployment demands for fire suppression, fire flow and phased operations. 

Respect these buildings for the occupancy risk they present and not the typical occupancy type that we develop our strategies, incident action plans and tactical deployments. Its alot more than that, with far greater consequences that may be very unforgiving.

 

Aerial Plan of Building and Collapse Area A-B

 

The Building

The fire incident involved a single story commercial building occupying approximately 32, 200 square feet of area on a multiple building site with proximal exposures.  Manufacturing, warehousing and offices comprised the building’s operational use.  An aerial plan view shows the geographical building scene divisions and the location and relationship of the Alpha- Bravo Side collapse zones that affected operations and resulted in the close-call and firefighter near-miss. The proximity of exposures, physical layout and orientation can be further assessed.

 

 A review of public documents and records, incident reports and various media resources  provided the following insights;

Overview Details

 

 

Alpha Street Side View- Adapted from Google Streetmaps

 

The view of the alpha street side identifies the building front facade, its main office entrance (center between dual overhead doors on the left and right). Pronounced on the alpha side facade is the presence of four (4) equally spaced overhead (OH) doors that provide direct access into the building’s interior. The subsequent collapse area is depicted at the A-B corner with special attention drawn to relationship of the wall plane and OH door proximity.

The relationship and this wall surface ( area square footage) and the presence of the OH door opening to the wall/ roof interface area that subsequently became compromised and collapsed is critical in further understanding the mechanism of the collapse sequence and also the positive effect it had on the survivability of the firefighters who were within the collapse zone at the time of the wall failure.

Don’t Always Stress the Corners

It’s been a common practice and fundamental fireground consideration to define the corner of a typical building as having safety considerations and prominence in the context of ladder company operations, laddering and roof work and in the placement of personnel and positioning of fireground operations.

Corner Building Operational considerations have included, but limited to;

  • Provides a potentially safe(er) area of operational refuge
  • Provides a location to safely position ground ladders for roof access/egress
  • Provides a location that has a potential  higher degree of assurance for maintaining structural integrity in the event of a collapse condition of an outer wall
  • Will not fail in a catastrophic or monolithic manner due to the postulated presence of structural members on the vicinity of either the wall enclosure and/or the roofing structural system and assemblies
  • The design and construction configuration and orientation of the ninety degree angle of the building’s outer wall envelope (at the corner)  provides predicated inherent structural stability
  • The  typical type of structural or envelope construction may have a resulting  ninety degree building corner having a more robust resistance to collapse and compromise due to the various types of enclosure systems (methods and materials) and assemblies and needed stability per engineering principles

In this instance (as shown in the Alpha side street view),  the presence of the large overhead door in close proximity to the corner wall intersection and transition ( A-B side), actually makes this position, fireground proximity and travel paths highly prone to early and complete collapse potential in the event of a loss of the wall-roof component or assembly integrity or in the load bearing/transfer capabilities of the wall-roof assembly. 

  • The presence and identification of a corner configuration similar to this in a commercial structure should result in a higher degree of considerations and risk assessment when formulation and deploying operational assignments and in the placement of personnel for task assignments in this proximity.
  • This operational area should be considered as a candidate for designation as a collapse zone based upon projected or defined operational considerations, incident conditions and predictive building characteristics, systems, materials and fire dynamics and conditions.  

 

Alpha-Bravo Corner of Subsequent Collapse Aerial View

 
 
The view  from the Alpha-Bravo Corner shows the collapse zones at grade and the affected area size.
 
As noted in the preceding narrative, the presence of the overhead door opening along the perimeter wall enclosure and outer envelope creates a risk area that would require monitoring, periodic reconnaissance and assessment during subsequent operations to determine structural stability and potential adverse conditions.  
 
The proximity of the opening in relationship to the corner wall, roof support and structural span of the opening results in a very delicate balance of forces, loads, reliance and dependence that must be maintained for structural integrity and equilibrium. 
 
  • The entire perimeter of the alpha side could be considered for a restricted collapse zone just in terms of wall opening alone sans the degree of actual or projected interior fire impingement or fire involvement.
 
Take some time to view the video clip a few times over before proceeding to the next sequence of fame images.
 
This videographer of this video was Aaron Dohring. (all rights reserved)

 

 

 

 Aerial Overhead view of the building perimeter walls along the four divisions ( A-D) with the A-B corner that subsequently experienced the wall-roof compromise and resulting collapse.

 

 The A-B corner and the affected ground areas around the collapse zone. Considerations for a collapse zone area on the A-B corner would have resulted in a minimum distance of twenty five (25) feet from the building base for all operations within this area. The collapse zone on the Bravo side extends into the exposure building due to its close proximity.

Always consider the building envelope materials of construction and systems present on the building. The use of concrete masonry units (CMU) is common, as is the use of pre-cast concrete and cast-in place and tilt-up concrete construction panels.

Variations in collapse dynamics and mechanisms of collapse may result in sizable increases in collapse zone distances from the building base with consideration for monolithic or partial wall collapse as well as safety considerations for bounce and travel over long distances of modular assembly building pieces ( i.e. concrete blocks, brick venner or material chunks).

We have not discussed collapse considerations for other building envelope systems such as metal panelized systems since these have entirely different collapse considerations and profiling, not applicable to this incident and assessment insights. The same is true when considering operating and collapse considerations at commercial buildings with ordinary construction or heavy timber systems (Type or Class III and IV). These to have different rules of predictive building performance and collapse safety considerations.

 

Typical Interior

 
 
The interior of the building included  unprotected steel components and assemblies consisting of steel columns, beams and open web steel joists. These common and conventional structural support systems provided large free clear spans, common for typical warehouse and commercial occupancies. The presence and operability of  functional fire suppression sprinkler system coupled with passive and active protective devices and compartmentation can help support proactive and aggressive fire suppression efforts in those conditions that have appropriate risk determinations and balanced risk-gain benefits.
 
The presence of unprotected steel components ( Truss, column, structural beams etc. ) and assemblies requires an understanding of the effects of flame and heat impingement,  rate of heat release and fire dynamics, potential for movement and displacement of structural components and effect on assemblies, systems and connections and the effect on structural stability, integrity and building load transfers and displacement that all can adversely affect building performance, integrity and collapse potential  
 
 

Typical Structural System and Components

 
 
 

Interior View with Steel Columns, Open Web Steel bar Joists and Beams

 
 

Typical Open Web Steel Bar Joists w Metal Roof Deck

 

 
Large clear spans provided by the open web steel bar joists allowed for considerable free floor space typical of commercial warehouse occupancies.
Note the use of what appears to be combustible wood storage and staging areas that could have could potentially contribute towards increased fire intensity, extension and further contribute towards adverse affects on the unprotected structural steel components and assemblies.
 

Alpha Side Collapse Area Details: OH Door Pre-Collapse Insights

 
 
 

Pre-Collapse Operations on Alpha side with personnel in close proximty to the building perimeter

 

Pre-Collapse view of Operations on the Alpha side with personnel in close proximity, (within [a] collapse zone) to the building perimeter. It is evident that the degree of interior fire extension and involvement presumes a cautious deployment and placement of personnel in safe operational areas. When operating in such close proximity to the building wall and envelope, it becomes increasingly challenging for company officers and company personnel to monitor overall building performance indicators that may be prevalent or dominant from a view point further away from the building. 

Fire extension, smoke conditions, component or assembly movement or displacement may be readily defined and identified from a vantage point away from the building, requiring additional independent  operational assignments within the division if resources allow.   Otherwise, officers are encouraged to get a big picture view and increase their span of vision of the building and progressing fire conditions and building performance

 
 
 
 

The pre-collapse frame image above identifies the building roof line in relationship to the ground operations, smoke conditions and also the directional flow of the elevated master stream [upper right corner]. The initial  stage of the wall compromise and collapse can be seen in the Bravo wall pulling away. When watching the video, pay close attention first to the stream direction and flow and them at the location and movement of the wall, which is followed in rapid succession with the full wall collapse.

T

 

Close examination of the initial video frames shows the rapid displacement of the portion of the Bravo wall and outward collapse towards the B-Exposure (alleyway) Refer to the Aerial Plan for orientation. The A-B Collapse is progressing from the Bravo side to the Alpha side as loads are being transferred in rapid progression with further collapse expected.

The frame image above shows the bravo wall failing outward with the resulting loss in structural support of the roofing deck assembly.

Rapid fire migration and extension is evident after the wall section collapse with increased flames visible. In the video, one firefighter quickly recognizes the imminent collapse and reacts.

A significant section of wall area is present at the A-B side and progressing from the building corner to the left jamb of the overhead (OH) door. This area and the area directly above the OH door opening is calculated to weigh over 20,000 lbs. 

The early identification and establishment of collapse zone(s) is mission critical especially at commercial buildings due to the considerations for rapidly changing operational conditions that may be a result of or influenced by the following;

  • lack of knowledge or understanding of the building’s construction, systems and characteristics
  • lack of adequate resources, skills and or capabilities for selected phase operations
  • fire loading, combustibles, flammables and other products
  • Last of or loss of compartmentation
  • fire and protective systems failures or inoperability
  • unapproved alterations, additions and renovations to the building, systems and occupancy
  • transitions for offensive to defensive operational phases, which at times may results in operating position postures too close to the building
  • failure to recognize situational factors that will drive appropriate operational phasing and task deployments
  • lack of building performance knowledge
  • not considering occupancy risk versus treating the building/fire relationship based upon occupancy type
  • not recognizing key collapse indicators and failing to implement timely actions [proactively versus reactionary]
  • being four steps behind the fire conditions evident instead of implementing adaptive fire ground management insights [five steps ahead of the evident fire]
  • use precise coordination when placing elevated masterstreams into operations with ground personnel operating within close quarters
  • understand the effects of master streams on the integrity of building features, assemblies and components

 

 
 
 
 
The image frame above shows personnel operating within an imminent collapse zone directing hand lines into the interior fire area. Further examination of the video  frames clearly shows one firefighter quickly recognizing that a collapse is occurring and attempts to alert the other personnel to retreat. Simultaneously to the collapse progression, the crew immediately retreats away from the collapsing wall and falling building materials.
 
Within the span of four seconds, the wall compromise occurs and collapses on the ground at the A-B corner and immediate area on the alpha side.  The slightly monolithic manner in which the wall plane first peels away and progressively collapsed is interesting for a CMU wall. Possibly due to the outward collapse of the Bravo wall, followed by the rapid succession of failure of the roof-wall connection interface resulted in an transitional downward force that pushed the alpha side wall outward allowing gravity to work its force
 
When operating in close proximity to a heavily involved forward interior condition [exterior position] it is important to maintain focused situational awareness and either directly maintain or delegate responsibilities for observations of fire and smoke progress and conditions while monitoring key functional building performance indicators and collapse pre-cursors. 
 
Additionally, always re-evaluate the effectiveness of deployed and operational hose lines, streams and in water application to ensure they are adequate for the degree of fire suppression being undertaken and the corresponding fire flow requirements. Don’t just assume, determine with validity. [ Refer to Tactical Entertainment]  
 
Obscured by the rapidly defining smoke which is a result of the developing and extending collapse, the frame image 04 below depicts the beginning of the compromise and collapse sequence commencing as a result of the Bravo wall compromise and collapse sequence at the B-A corner that will subsequently peel towards the Alpha side and continue up to the outermost jamb of the overhead door.
 
Pay particular attention to the first three to four seconds of the video clip and review the video clip over a few times;  looking at the operating elevated master stream that is clearly visible and operating from the upper right part of the screen through the smoke plume; follow the direct orientation and stream flowing directly towards the bravo wall plane,  and presumed penetrating into/through the roof deck or impacting through the metal roof deck and wall-roof assembly area at the upper roof edge.
 
 

Image 04

 
 Frame image 04 depicts the rapidly deteriorating conditions that are evident as the collapse sequence continues and the overhead door jamb (left) buckling and adjacent wall failing by way of an outward curl or peel away commencing from the upper (left image) A-B corner at the roof line and then peeling and failing from upper left to right.
 
 

Image 05

 
 
The leading edge of the outward collapsing wall plane ( yellow dotted line) is failing with the greatest material concentration occurring at the A-B edge outward. Fortunately the presence and location of the overhead door opening  lessened the amount and location of wall material ( concrete masonry units-CMU) and contributed to a void area being present and not fully impacting the firefighters who were operating within this collapse zone.
 
In other words, had this been a solid full wall collapse likelihood for significant firefighter injury would have resulted. 
 
The affects of wall/roof compromise should be of focused consideration and monitoring when managing incidents of this size and magnitude in similar occupancies and building features.  Flame and heat  impingment can and will affect the structural integrity of lintels spans, beams and truss connects along roof lines and connections. Look for signs of impingment, degradation or compromise. watch for signs of probable inward/outward or curtain wall collapse.
 
 
 

Image 06

 

The remaining images, frames 06 and 07 depict the location of the firefighters to the wall collapse, the relationship to the wall and roof system and the degree of wall area that became compromised and collapsed.

 

Image 07

 

This brief video clip and these accompanying briefing insights provided a tremendous opportunity to examine in a non-critical manner an actual near miss collapse event and  operational discernments that provide a focused training an awareness opportunity.

When given the time to analyze and assess, some things become so apparent and self-revealing that we might prematurely say why didn’t someone pick up that or those conditions while conducting operations at [an] incident.  It is dependent on a wide variety of factors, conditions and parameters that are difficult at times to identify and harder yet to fully identify as common or contributing factors, errors or omissions.

It’s not always that easy; but contradictory – some time it really is (or should be) that easy.

Some things on the fireground may not be prone to being so readily identifiable or recognized.

It all depends what you’re looking for and whether you have the necessary insights, knowledge and skill sets. Incident priorities, demands, situational focus, awareness or disconnect all may have a part in how and incident is managed and mitigated.

It goes back directly on knowing what to look for and when; at what type of building with which type of occupancy and under what stage or stages of fire development and combat operations or engagement you might be in. It complex, it takes time and experience and learning’s.

There are numerous factors to be cognizant of in operations involving commercial buildings and occupancies; with special considerations and a diligent focus on a wide degree of facets on the fireground during combat fire engagement.

You need to start somewhere, thus the investment in these observations and insights for this event. Open your eyes on the fireground, there is so much to take in and respond to; if you know what to look for and can process what you’re seeing.

It is mission critical to comprehend and understand your department’s operational capabilities and the necessary deployment demands for fire suppression, fire flow and phased operations. Respect these buildings for the occupancy risk they present and not the typical occupancy type that we develop our conventional strategies, incident action plans and tactical deployments. It’s a lot more than that, with far greater consequences; that may be very unforgiving.

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Fire Modeling Software

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An image from a NIST computer model shows temperature levels during the 2007 Charleston Sofa Super Store fire. Dark blue is ambient temperature; bright red is about 800 degrees C (1500 degrees F). Credit: NIST

Fire Modeling Software

These fire simulation programs were developed or sponsored by the Fire Research Division at the NIST. The list of programs is divided into two broad categories below: currently-supported software and archival (unsupported) software. In order to get further information or to obtain one of the programs, click on the appropriate name.

Current Software

These models are being actively developed and supported by the laboratory. Details of the software, including download, development, and support information are included on the individual web pages for each model.

  • FDS (Fire Dynamics Simulator) is a computational fluid dynamics (CFD) model of fire-driven fluid flow. The software solves numerically a form of the Navier-Stokes equations appropriate for low-speed, thermally-driven flow, with an emphasis on smoke and heat transport from fires.
  • CFAST (Consolidated Model of Fire and Smoke Transport) is a two-zone fire model used to calculate the evolving distribution of smoke, fire gases and temperature throughout compartments of a building during a fire.

Archival Software

These models are included largely for reference or historical interest and span several decades of development of computational tools in fire research at NIST. As such, they are largely unsupported due to the age of the software.

  • ALOFT-FTTM (A Large Outdoor Fire plume Trajectory model – Flat Terrain) is a computer based model to predict the downwind distribution of smoke particulate and combustion products from large outdoor fires. It solves the fundamental fluid dynamic equations for the smoke plume and its surroundings with flat terrain. The program contains a graphical user interface for input and output and a user modifiable database of fuel and smoke emission parameters. The output can be displayed as downwind, crosswind and vertical smoke concentration contours. Information on using the program is available with on-line help commands in the program.
  • ASCOS (Analysis of Smoke Control Systems) is a program for steady air flow analysis of smoke control systems. This program can analyze any smoke control system that produces pressure differences with the intent of limiting smoke movement in building fire situations. The program is also capable of modeling the stack effect created in taller buildings during extreme temperature conditions. The program input consists of the outside and building temperatures, a description of the building flow network and the flows produced by the ventilation or smoke control system. The output consists of the steady state pressures and flows throughout the building. Another newer program, CONTAM, may be more appropriate to some applications than ASCOS.
  • ASET-B (Available Safe Egress Time – BASIC) is a program for calculating the temperature and position of the hot smoke layer in a single room with closed doors and windows. ASET-B is a compact easy to run program which solves the same equations as ASET. The required program inputs are a heat loss fraction, the height of the fire, the room ceiling height, the room floor area, the maximum time for the simulation, and the rate of heat release of the fire. The program outputs are the temperature and thickness of the hot smoke layer as a function of time.
  • ASMET (Atria Smoke Management Engineering Tools) consists of a set of equations and a zone fire model for analysis of smoke management systems for large spaces such as atria, shopping malls, arcades, sports arenas, exhibition halls and airplane hangers. ASMET is written in C++ language. For program documentation and a description of the input data, the user should refer to NISTIR 5516, Klote, J. H., Method of Predicting Smoke Movement in Atria with Application to Smoke Management, NIST.
  • BREAK1 (Berkeley Algorithm for Breaking Window Glass in a Compartment Fire) is a program which calculates the temperature history of a glass window exposed to user described fire conditions. The calculations are stopped when the glass breaks. The inputs required are the glass thermal conductivity, thermal diffusivity, absorption length, breaking stress, Young’s modulus, thermal coefficient of linear expansion, thickness, emissivity, shading thickness, half-width of window, the ambient temperature, numerical parameters and the time histories of flame radiation from the fire, hot layer temperature and emissivity, and heat transfer coefficients. The outputs are temperature history of the glass normal to the glass surface, and the window breakage time.
  • CCFM (Consolidated Compartment Fire Model version VENTS) is a two-layer zone-type compartment fire model computer code. It simulates conditions due to user-specified fires in a multi-room, multi-level facility. The required inputs are a description of room geometry and vent characteristics (up to 9 rooms, 20 vents), initial state of the inside and outside environment, and fire energy release rates as a functions of time (up to 20 fires). If simulation of concentrations of products of combustion is desired, then product release rates must also be specified (up to three products). Vents can be simple openings between adjacent spaces (natural vents) or fan/duct forced ventilation systems between arbitrary pairs of spaces (forced vents). For forced vents, flow rates and direction can be user-specified or included in the simulation by accounting for user-specified fan and duct characteristics. Wind and stack effects can be taken into account. The program outputs for each room are pressure at the floor, layer interface height, upper/lower layer temperature and (optionally) product concentrations.
  • DETACT-QS and DETACT-T2
    DETACT-QS (DETector ACTuation – Quasi Steady) is a program for calculating the actuation time of thermal devices below unconfined ceilings. It can be used to predict the actuation time of fixed temperature heat detectors and sprinkler heads subject to a user specified fire. DETACT-QS assumes that the thermal device is located in a relatively large area, that is only the fire ceiling flow heats the device and there is no heating from the accumulated hot gases in the room. The required program inputs are the height of the ceiling above the fuel, the distance of the thermal device from the axis of the fire, the actuation temperature of the thermal device, the response time index (RTI) for the device, and the rate of heat release of the fire. The program outputs are the ceiling gas temperature and the device temperature both as a function of time and the time required for device actuation. DETACT-T2 (DETector ACTuation – Time squared) is a program for calculating the actuation time of thermal devices below unconfined ceilings. It can be used to predict the actuation time of fixed temperature and rate of rise heat detectors, and sprinkler heads subject to a user specified fire which grows as the square of time. CT-T2 assumes that the thermal device is located in a relatively large area, that is only the fire ceiling flow heats the device and there is no heating from the accumulated hot gases in the room. The required program inputs are the ambient temperature, the response time index (RTI) for the device, the activation and rate of rise temperatures of the device, height of the ceiling above the fuel, the device spacing and the fire growth rate. The program outputs are the time to device activation and the heat release rate at activation.
  • ELVAC (Elevator Evacuation) is an interactive computer program that estimates the time required to evacuate people from a building with the use of elevators and stairs. It is cautioned that elevators generally are not intended as a means of fire evacuation, and they should not be used during fires. However, it is possible to design elevator systems that for fire emergencies, and ELVAC can be used to evaluate the potential performance of such systems. ELVAC calculates the evacuation time for one group of elevators. If a building has more than one group of elevators, ELVAC can be run on each group separately. Input consists of floor to floor heights, number of people on floors, number of elevators in the group, elevator speed, elevator acceleration, elevator capacity, elevator door type and width, and various inefficiency factors. The output is a table of elevator travel time, round trip time, people moved, and number of round trips for each floor plus the total evacuation time.
  • FIRDEMND simulates the suppression of post flashover charring and non-charring solid-fuel fires in compartments using water sprays from portable hose-nozzle equipment used by the fire departments. The output of the Fire Demand Model (FDM) shows the extinguishing effects of water spray at various flow rates and droplet sizes. The calculations are based on a heat and mass balance accounting for gas and surface cooling, steam-induced smothering, water-spray induced air entrainment, direct extinguishment of the fire by water and the energy transport via inflow and outflow of heat and products of combustion.
  • FIRST (FIRe Simulation Technique) is the direct descendant of the HARVARD V program developed by Howard Emmons and Henri Mitler. The fire may be entered either as a user-specified time-dependent mass loss rate or in terms of fundamental properties of the fuel. In the latter case, the program will predict the fire growth rate by considering the changing oxygen concentration and smoke layer conditions in the room of fire origin. It can also predict the heating and possible ignition of up to three targets. The original fire and targets may also be user specified fires. The required program inputs are the geometrical data describing the rooms and openings, and the thermophysical properties of the ceiling, walls, burning fuel, and targets. The generation rate of soot must be specified, and the generation rates of other species may be specified as a yield of the pyrolysis rate. Among the program outputs are the temperature and thickness of, and species concentrations in, the hot upper layer and also in the cooler, lower layer in each compartment. Also given are wall surface temperatures, heat transfer rates and mass flow rates. MASBANK is used to create and maintain a data base of materials and their fire properties for use by the FIRST program. MASBANK can accommodate 20 properties for up to 50 materials. The program has the capability to add, delete, change, alphabetize and view the material properties in the data bank. Material properties from MASBANK may be transferred directly into the FIRST program.
  • Jet is a model for the prediction of detector activation and gas temperature in the presence of a smoke layer.
  • FPETool (Software and Documentation) is a set of engineering equations useful in estimating potential fire hazard and the response of the space and fire protection systems to the developing hazard. Version 3.2 incorporates an estimate of smoke conditions developing within a room receiving steady-state smoke leakage from an adjacent space. Estimates of human viability resulting from exposure to developing conditions within the room are calculated based upon the smoke temperature and toxicity.
  • LAVENT is a program developed to simulate the environment and the response of sprinkler links in compartment fires with draft curtains and fusible link operated ceiling vents. The model, used to calculate the heating of the fusible links, includes the effects of the ceiling jet and the upper layer of hot gases beneath the ceiling. The required program inputs are the geometrical data describing the compartment, the thermophysical properties of the ceiling, the fire elevation, the time dependent energy release rate of the fire, the fire diameter or energy release rate per area of the fire, the ceiling vent area, the fusible link response-time-index (RTI) and fuse temperature, the fusible link positions along the ceiling, the link assignment to each ceiling vent, and the ambient temperature. A maximum of five ceiling vents and ten fusible links are permitted in the compartment. The program outputs are the temperature, mass and height of the hot upper layer, the temperature of each link, the ceiling jet temperature and velocity at each link, the radial temperature distribution along the interior surface of the ceiling, the radial distribution of the heat flux to the interior and exterior surfaces of the ceiling, the fuse time of each link, and the vent area that has been opened.GRAPH is a graphics program which runs in conjunction with LAVENT. The results for LAVENT are sent to the data file, GRAPH.OUT, after each prescribed time step. GRAPH then allows the user to choose two sets of variables to be plotted on the screen and has the additional capability of hardcopy output.

Direct Link to NIST: http://www.nist.gov/el/fire_protection/buildings/fire-modeling-programs.cfm

These fire simulation programs were developed or sponsored by the Building and Fire Research Laboratory. In order to get further information or to obtain one of the programs, click on the appropriate name.

  • ALOFT-FTTM- A Large Outdoor Fire plume Trajectory model – Flat Terrain
  • ASCOS- Analysis of Smoke Control Systems
  • ASET-B- Available Safe Egree Time – BASIC
  • ASMET- Atria Smoke Management Engineering Tools
  • BREAK1- Berkeley Algorithm for Breaking Window Glass in a Compartment Fire
  • CCFM- Consolidated Compartment Fire Model version VENTS
  • CFAST- Consolidated Fire and Smoke Transport Model
  • DETACT-QS- Detector Actuation – Quasi Steady
  • DETACT-T2- Detector Actuation – Time squared
  • ELVAC- Elevator Evacuation
  • FASTLite- A collection of procedures which builds on the core routines of FIREFORM and the computer model CFAST to provide engineering calculations of various fire phenomena,
  • FIRDEMND- Handheld Hosestream Suppression Model
  • FIRST- FIRe Simulation Technique
  • FPETool- Fire Protection Engineering Tools (equations and fire simulation scenarios)
  • Jet- A Model for the Prediction of Detector Activation and Gas Temperature in the Presence of a Smoke Layer
  • LAVENT- Response of sprinkler links in compartment fires with curtains and ceiling vents
  • NIST Fire Dynamics Simulator and Smokeview – The NIST Fire Dynamics Simulator predicts smoke and/or air flow movement caused by fire, wind, ventilation systems etc. Smokeview visualizes the predictions generated by NIST FDS.

Using Fire Models to Understand Fire Behavior NIST’s fire modeling capabilities can help firefighters understand and predict fire conditions, HERE

The Argument for European, North American Unification

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While doing some research on UK and US Strategic Leadership and Operational issues, I came across an article published on FireChief .com on April 28, 2011 and written by By Glenn Bischoff titled: The Argument for European, North American Unification. After reading through the piece, I thought this had some interesting connotations worthy of reposting on CommandSafety.com.

The information contained in the article points out the highlights from John Chubb, a battalion chief for the Dublin Fire Brigade, who spoke on the topic at the 2011 Fire Department Instructors Conference (FDIC) held in Indianapolis. Take some time to read the excerpt here and follow the link for the complete article on FireChief.com HERE. I’m certain there can be some interesting dialog that can evolve from it.

Both the European and North American fire services would benefit greatly from a unified approach to firefighting for a very simple and straightforward reason: the former is well-schooled in the theories of fire dynamics, while the latter is expert on fireground tactics. So said John Chubb, a battalion chief for the Dublin Fire Brigade, who spoke on the topic last month at the Fire Department Instructors Conference (FDIC) held in Indianapolis.

Indeed, many sound North American tactics — such as technical rescue, hazmat response, positive pressure ventilation, tactical ventilation and forcible entry techniques, particularly the use of the Halligan tool — largely are being ignored by European fire departments, according to Chubb. “There is a level of ignorance towards the way in which North American departments operate, and even a level of arrogance,” Chubb said. “People in Europe feel that we have superior firefighting technology and a superior [knowledge of] firefighting science in the average firefighter. But I would suggest that such a belief is very close-minded.”

Chubb added that such beliefs are fueled by misconceptions about the number of line-of-duty deaths in North America, particularly in the United States, which at first glance are considerably higher than they are in Europe. “When you drill down into the American statistics, however, you find that they are taken from a much broader spectrum of deaths than the European statistics, particularly the United Kingdom,” he said.

“In other words, if you went home from work [in the U.S.] and 12 hours later you had a cardiac event, that would be associated with your job. That wouldn’t happen in the U.K.”

Chubb cited a couple of examples during the session where an application of North American tactics might have saved lives. In one, a fire started on the 14th floor of an apartment building in the U.K., when a tea light that had been left burning on top of a television set in a bedroom had burned through its container. One of the occupants awoke to the smell of smoke and raced to the kitchen to get a towel, thinking that he could somehow smother the fire. Unfortunately, he couldn’t get back to the bedroom where he had left his girlfriend because the smoke and heat was too oppressive. By this time, he also couldn’t find his way to the front door of the apartment, so he opened a window to call for help. Passerby placed the emergency call.

Two pumpers arrived to the incident about three minutes after the call was received, Chubb said. What they found when they arrived was a building that had no sprinkler system. It did have a hydrant/standpipe, but that was padlocked because of previous vandalism. Unfortunately, neither of the pumpers was equipped with a bolt cutter. Two firefighters raced to the 14th floor and kicked in the door of the apartment. When they were told that the girlfriend still was inside the unit, they decided to perform a rescue — despite having no water.

  • For the complete article on Firechief.com, HERE 
  • Published on FireChief .com on April 28, 2011 and written by By Glenn Bischoff: The Argument for European, North American Unification, all rights reserved.

Size-Up: Report of the Week (ROTW)

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Size-Up and Risk Assessment Skills: How are yours?

 

In this week’s issue of the National Fire Fighter’s Near-Miss Reporting System’s Report of the Week (ROTW) an informative focus was provided on near-miss reports related to Size-Up. We’re posting the ROTW alert in it’s entirety below.

Go over to the National Fire Fighter’s Near-Miss Reporting System and check out the resources and subcribe to the weekly ROTW today.

Sizing up a structure for a fire attack is a skill that takes time, practice and experience to fully develop. When the first arriving (and any other arriving) officer surveys the structure, the process needs to be rapid and thorough. In some cases, if the size-up is too rapid, critical points can be overlooked. This oversight can result in unintended consequences for the initial attack team.

As seen in ROTW 11-216, it is worthwhile to take an extra minute to process the situation prior to attack.

“We were dispatched to an attic fire in a single-family home. Initial arrival was an on duty engine and ladder truck with two firefighters and one officer, who gave an on scene report of a two-story wood frame residential structure with heavy smoke showing from the rear…After seeing three sides of the building, the officer (myself) ran around to back side and found heavy flames venting from the second floor gable end off the rear of the structure. At the time it was not known if this area was an attic over a first floor addition or a room on the second floor. The officer decided a quick interior search and fire attack, pushing the fire out the already vented hole, would be the initial strategy…After searching the first floor and finding no stairs, the initial team exited the first floor and went to the rear of the structure where an exterior stairwell was found to the second floor. On initial size-up, the stairwell and two mailboxes on the house were missed, causing approximately a one minute delay to fire attack…Upon entry to the second floor, conditions were a light haze with complete visibility of the occupied area…A small pike pole was used to breach the wall while the nozzleman stood ready and the third firefighter moved hose. After an area between the studs and about two feet tall was opened, the attack line was discharged. Conditions went from almost clear to black and steamy instantly. After spraying the nozzle for less than 30 seconds (maybe even sooner) the room became too hot to occupy. All three of us announced we had to get out, almost at the same time…”

Reading the structure is as important as reading the smoke and fire conditions prior to mounting an interior attack. Aesthetics can play a large role in the building design, and what appears to be structural may truly not be safe to load. As 11-216 illustrates, the fire blowing from an upper floor window may not be as visible on the inside as it is on the outside. Once you have read the entire account of 11-216, and the related reports, consider the following:

  1. The report notes that, “…exterior stairwell and two mailboxes on the house were missed”. What situational loss factor would best describe why that occurred? Go to our Facebook Page and record your answer and the reason why you selected the factor.   
    • a. Distraction
    • b. Fixation  
    • c. Overload
  2. What fire behavior phenomenon occurred when the crew opened the interior wall and experienced conditions that went from “clear to black”?
  3. If you were dispatched for fire in the attic and arrive to find heavy smoke and fire showing, what attack line would you select and why?
  4. Based solely on the information provided in 11-216, would a two out be necessary before the interior attack could commence?
  5. The reporter states “heavy smoke” was observed. Jot down a few factors that mean “heavy smoke” to you. Discuss what you wrote down with your colleagues. 

The time pressure to go into action when we arrive at a working fire will often cause the size-up to be hurried. Remembering the lessons learned from 11-216 will make your next size-up more complete. The NMRS staff expressed thier thanks to the lieutenant from Region V for sharing what was learned.

 

Related Reports- Topical Relation: Size-up    

Have you avoided a disaster because of a good size-up? Submit your report to www.firefighternearmiss.com today to pass on your experience.

Realize that the resource center and the near-miss reports are all formulative and can very easily support training drill development, just in time training, table-top discussions, scenario based exercises and review discussions with company, staff or command officers and all station or company personnel.NMRS Resource Section, HERE
 
Links:  
 
Near-Miss Reporting Form example, HERE
  • NFFNMRS Facebook Page, HERE
  • Past Report of the Week Library, HERE
  • 2011 Calendar and Annual Report, HERE

 

Got a Near-Miss Report to Submit? Click on the button for a direct link to the NFNMRS here

 Don’t forget to go to the National Firefighter Near Miss Reporting System for  number of exceptional training aids, resources, PPT and more. NFFNMRS, HERE

FDNY: The 23 Street Collapse October 17,1966 Box 55 598

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Accessed from FDNY - Remembering the "23rd Street Fire" October 17, 1966, Facebook Page

On October 17th 1966, Manhattan Box 598 was struck at 21:36 hours for the report of a building fire at 7 East 22nd Street, an art dealer in a four story brownstone. On arrival, the heat and smoke was so intense companies could not make entry through the art dealer, and so attempted to make entry by way of the abutted building 6 East 23rd Street, The Wonder Drug store.

Crews were dealing with a very intense and spreading fire. With companies operating above the fire, little indication of a catastrophic collapse was present. Suddenly, a 16×35 foot section of the floor collapsed at around 22:39 hours causing ten firefighters to fall into the burning cellar. Two other firefighters on the first floor were killed in a burst of heat.

Firefighters evacuated immediately, except for some whom were trapped on the roof with direct flame impingement. Hand lines from the ground and a truck company ladder was able to rescue the group in time. Rescue operation ensued long into the morning. Several evacuations were ordered, and further collapses occurred. Aside from 9/11, this was the largest single line of duty death event in the FDNY’s history.

Stored in the basement of the art dealer were large quantities of highly flammable lacquer, paint, and finished wood frames. The first floor was supported by 3″ x 14″ wood beams. 3/4″ wood planking atop these beams was covered with five inches of concrete finished with terrazzo and insulated against all heat to the firefighters operating above. As part of a recent project, a common cellar under the two buildings was renovated, removing a load-bearing dividing wall that had supported the floor above. The cellar of the art dealer extended under the drug store illegally from this renovation.

The fire burned unknowingly in the Wonder Drug basement for over an hour when it finally collapsed. It took 14 hours to locate all downed firefighters in the rubble; the cause of the fire is unknown.

Building Construction Insights

  • Location of Fire Origin: Cellar of 7 East 22 St.
  • Location of Collapse: First floor of Exposure 3 building: 6 East 23 St. “The Wonder Drug Store.”

Fire Building Construction:

  • 7 East 22 St: a brownstone, 20 x 60 brick and joist, four story residence.
  • The cellar, where the fire started, and first floor were occupied by an art dealer.
  • The cellar extended under the first floor of Wonder Drug for approximately 35 feet.

Collapse Building Construction:

  • 6 East 23 St: a five story, 45 x 100 commercial building, brick & joist construction.
  • The rear, 16 x 35 foot, section of the first floor collapsed into the cellar occupied by 7 East 22 St.
  • The rear and side walls butted up to a 3-story white brick commercial building to the West at 3940-948 Broadway and to a 5-story brown brick building to the North at 6 East 23rd Street

    Diagram NY Times (2006) Accessed from the internet 10.18.2011

 

Building Alteration

(1) The fire building, 7 East 22 St, had a two story extension which abutted the rear of 6 East 23 St.

(2) The Cellar of 7 East 22 St extended under the first floor of 6 East 23 St for approximately 35 feet.

(3) The floor construction of 6 East 23 St was 3″ x 14″ wood beams topped by 3/4″ wood planking. On top of this, five inches of concrete with a terrazzo finish was added.

 The firefighters in exposure 3, (6 East 23 St), killed in the collapse did not know they were operating directly over the cellar fire in 7 East 22 St. The five inch concrete terrazzo floor acted as an insulator.

It concealed the severe fire and heat below. The 3 inch x 14 inch floor beams spaced 16 inches on center were reduced in size and strength by the fire.

The first sign of weakness was the sudden collapse of a 15 x 35 foot section, which plunged the ten firefighters to their deaths. Two other firefighters were killed on the first floor by a ball of flame.

The 5-alarm fire wasthe single worst loss of New York City firefighters in the line of duty prior to Sept. 11, 2001. 
 

FDNY LODD Twelve Members of Every Rank

Twelve members of every rank, from a probationary firefighter to a deputy chief, made the Supreme Sacrifice when the ground floor of the Wonder Drug store collapsed. The fire originated in a basement storage area, which was concealed by a four-inch thick cinderblock wall, illegally constructed by the building’s previous owner.

  • DC Thomas A Reilly, Division .3
  • BC Walter J Higgins, Battalion. 7
  • Lt John J Finley, Ladder 7
  • Lt Joseph Priore, Engine 18
  • Fr John G Berry, Ladder 7
  • Fr James V Galanaugh, Engine 18
  • Fr Rudolph F Kaminsky, Ladder 7
  • Fr Joseph Kelly, Engine 18
  • Fr Carl Lee Ladder, 7
  • Fr William F McCarron, Division 3
  • Fr Daniel L Rey, Engine 18
  • Fr Bernard A Tepper, Engine 18

 

From NYFD.com http://nyfd.com/history/23rd_street/23rd_street.html

 

 

A wreath is laid at the new plaque honoring the 12 FDNY members killed at the 23rd Street fire on Oct. 17, 1966. © FDNY Photo Unit.

FDNY Remembers the 23rd Street Fire on its 45th Anniversary

Fireground Dynamics: Smoke Explosion during Interior Operations

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 Three Franklin (OH) firefighters were caught in what has been determined to be a smoke explosion at a structure fire involving a restaurant occupancy in what appears to be a building of Type III construction that published reports indicated was built in 1892.

Franklin (OH) FD Lt. Kyle Lovelace and firefighters Quincy Pearson and Brad Brown were caught in a smoke explosion while conducting interior fire suppression operations at which time conditions deteriorated and a smoke explosion occurred. Simultaneous with the recognition that something was not good; the crew immediately began to retreat when they were caught in the explosion. All of them luckily made it out unscathed.

According to published reports, “They reverted back to their training and did what they needed to do to get out,” according to Fire Chief Jonathan Westendorf . “We have a flashover simulator and we spend a good amount time talking about it each year.”

Reports have indicated Lt. Lovelace stated that when they arrived on the scene, he noticed smoke coming from left side of the building above the second floor and thought that it may be an attic fire.

They attempted to gain entry through the front door, but before they opened it they noticed a crack in the window and decided to gain entry through the rear. Lt. Lovelace, FF Pearson and FF Brown entered an alley covered by an awning connecting to freestanding structures. Westendorf  later said his guys were fortunate to be in that location because they were isolated from the brunt of the blast.

The crew advanced about 25 feet when FF Pearson, who was on the nozzle, saw wisps of smoke and began to feel extreme heat.

Lt. Lovelace used a thermal imaging camera to locate where the heat was coming from, but right before he could tell Person, he started yelling at him to get out. They made it about 20 feet when the thick black smoke started banking down on them. As Lovelace exited under the awning, conditions quickly worsened and the smoke explosion occurred. Video of blast HERE

Links for complete reporting insights and details;

 

Photo by Nick Graham Middletown Journal

Middletown Journal Photo Show from the Fireground, HERE
 

Alpha side from the Street, Image Capture from Google Street Maps

 

 

Aerial Image along South Main Street of the Building

 

 

Screenshot from video as smoke explosion occurs

 

 

Video: Caught On Camera: Backdraft Explosion At Franklin Fire

Fire Loss in the United States 2010 report from the NFPA

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NFPA 2010 Report and Analysis

The NFPA recently released its report on Fire Loss in the United States During 2010. According to the report, public fire departments responded to 1,331,500 fires last year, a decrease of 1.3 percent from the year before.

U.S. fire departments responded to an estimated 1,331,500 fires. These fires resulted in 3,120 civilian fire fatalities, 17,720 civilian fire injuries and an estimated $11,593,000,000 in direct property loss. There was a civilian fire death every 169 minutes and a civilian fire injury every 30 minutes in 2010. Home fires caused 2,640, or 85%, of the civilian fire deaths. Fires accounted for five percent of the 28,205,000 total calls. Eight percent of the calls were false alarms; sixty-six percent of the calls were for aid such as EMS.

In 2010, public fire departments responded to 1,331,500 fires in the United States, according to estimates based on data NFPA received from fire departments responding to its 2010 National Fire Experience Survey. This represents a slight decrease of 1.3 percent from the previous year and is the lowest since NFPA started using its current survey methodology in 1977 – 78.

An estimated 482,000 structure fires were reported to fire departments in 2010, an increase of 0.3 percent, or virtually no change from the year before. For the period from 1977 to 2010, inclusive, the number of structure fires peaked in 1977 when 1,098,000 structure fires occurred. The number of structure fires then decreased steadily, particularly in the 1980s, to 688,000 by the end of 1989, for an overall decrease of 37.3 percent from 1977. Since 1989, structure fires again decreased steadily for an overall decrease of 24.7 percent to 517,500 by the end of 1998. They stayed in the 505,000 to 530,500 range from 1999 to 2008, before dropping to 480,500 in 2009, and increasing in 2010.

Of the 2010 structure fires, 384,000 were residential fires, accounting for 79.7 percent of all structure fires, an increase of 1.9 percent from the year before. Of these residential structure fires, 279,000 occurred in one- and two-family homes, accounting for 57.9 percent of structure fires. Another 90,500 occurred in apartments, accounting for 18.8 percent of all structure fires.

NFPA 2010 Overview

 

For nonresidential structure fires, some property types showed notable changes. In public assembly occupancies, such fires decreased 17.2 percent to 12,000. In stores and offices, they increased 9.1 percent to 18,000. And in special structure properties, they dropped 11.1 percent to 20,000.

2010 Report Overview

  • 1,331,500 fires were responded to by public fire departments, a decrease of 1.3 percent from the year before.
  • 482,000 fires occurred in structures, an increase of 0.3 percent from 2009.
  • 384,000 fires, or 80 percent of all structure fires, occurred in residential properties.
  • 215,500 fires occurred in vehicles, a decrease of 1.6 percent from the year before.
  • 634,000 fires occurred in outside properties, a decrease of 2.3 percent from 2009.

CIVILIAN FIRE DEATHS

  •  3,120 civilian fire deaths occurred in 2010, an increase of 3.7 percent from 2009.
  • About 85 percent of all fire deaths occurred in the home.
  • 2,640 civilian fire deaths occurred in the home, an increase of 2.9 percent from 2009.
  • 285 civilians died in highway vehicle fires.
  • 90 civilians died in nonresidential structure fires.

 CIVILIAN FIRE INJURIES

  •  17,720 civilian fire injuries occurred in 2010, an increase of 3.9 percent from the year before.
  • 13,800 of all civilian injuries occurred in residential properties, while 1,620 occurred in non-residential structure fires.

 PROPERTY DAMAGE

  •  An estimated $11.6 billion in property damage occurred as a result of fire in 2010, a decrease of 7.5 percent from 2009.
  • $9.7 billion of property damage occurred in structure fires.
  • $7.1 billion of property loss occurred in residential properties.

 INTENTIONALLY SET FIRES

  •  An estimated 27,500 intentionally set structure fires occurred in 2010, an increase of 3.8 percent from 2009.
  • Intentionally set fires in structures resulted in 200 civilian deaths, an increase of 17.7 percent from the year before.
  • Intentionally set structure fires also resulted in $585,000,000 in property loss, a decrease of 14.5 percent from 2009.
  • 14,000 intentionally set vehicle fires occurred, a decrease of 6.7 percent from the year before, and caused $89,000,000 in property damage, a decrease of 17.6 percent.

 

Estimate of Fires by Type in the United States (1977-2010) NFPA Statistics

Remembrance of 9|11, The First-due; Honor, Courage, Duty and Fortitude

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FDNY 343

Remembrance: Honor, Courage, Duty, Fortitude

FDNY: 343 Firefighters | NYPD: 23 Officers | PAPD: 37 Officers

Remembrance: FDNY and Buffalo(NY) Double LODD from Floor Collapse

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Dangers of Floor Collapse

Take the time to revisit two Firefighter LODD incidents that both occurred in the month of August in 2006 and 2009 respectively. Excerpts from the NIOSH Reports have been included that are part of the NIOSH FIRE FIGHTER FATALITY INVESTIGATION AND PREVENTION PROGRAM (HERE).

Both of these incidents involved a double firefighter line-of-duty death (LODD) and resulted from a floor collapse during the conduct of operations within the fire involved structures. There are numerous lessons learned and recommendations that can be considered and applied in organizations and agencies across the country, both large and small; career or volunteer.

These incidents bring to light the occupancy risks present in some of our most common of building occupancies, and continue to provide the basis for operational considerations and management based upon occupancy risk versus occupancy type. There are numerous operational considerations when addressing fires located in basement or underdeck areas and the subsequent management of those incidents based upon known or assumed building characteristics, occupancy risk and profile, inherent or presumed building stability and potential for structural compromise and the operational risk from isolated or catastrophic of collapse.

  • Buffalo (NY) Fire Department: August 24, 2009
  • FDNY: August 27, 2006

Some Other Links related to Floor Collapses and Reference Links for Operational Insights and Operating Experience (OE)

Here are some Safety Considerations related to Residential Occupancies (non-inclusive) for Operations at Basement Fires that will support fireground operational safety:

  • 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
  • 

REMEMBRANCE  

Buffalo (NY) Fire Deparment- August 24, 2009  1815 Genesee Street, Buffalo, NY 

Career Lieutenant Dies Following Floor Collapse into Basement Fire and a Career Fire Fighter Dies Attempting to Rescue the Career Lieutenant – New York (REPORT HERE)

The Structure, (pre-fire conditions)

SUMMARY

On August 24, 2009, a 45-year-old male career lieutenant (Victim #1) died following a partial floor collapse into a basement fire, and a 34-year-old male career fire fighter (Victim #2) was fatally injured while attempting to rescue Victim #1. The career 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. Victim #1 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. Victim #1, following a hoseline into the structure, was well ahead of the other two fire fighters when the 1st floor partially collapsed beneath him. Victim #1 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. Victim #1 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, Victim #2, a member of the fire fighter assistance and search team (FAST), was standing by outside Victim #1’s point of entry when the Mayday calls came out. It is believed that Victim #2 knew where Victim #1 was since he had gone in the structure with him earlier in the incident. Victim #2 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. Victim #1 was immediately identified as missing during the first accountability check, but Victim #2 was not accounted for as missing until the third accountability check, more than 50 minutes after Victim #1’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. Victim #1’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.

F2009-23 Aug 24, 2009 Career lieutenant dies following floor collapse into basement fire and a career fire fighter dies attempting to rescue the career lieutenant – New York PDF Adobe PDF file

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.

Additionally, manufacturers, equipment designers, and researchers should:

  • Conduct research into refining existing and developing new technologies to track the movement of fire fighters inside structures.
  • Continue to develop and refine durable, easy-to-use radio systems to enhance verbal and radio communication in conjunction with properly worn self-contained breathing apparatus (SCBA)

    Fire and Rescue Operations

     

Front of structure
Incident scene.
(Photo courtesy of fire department. From NIOSH REPORT)

 

RECOMMENDATIONS

Recommendation #1: 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.

Discussion: Basement fires can be taxing and test a fire fighter’s knowledge and skill on how to combat it safely and effectively. Fire burning underneath floors can significantly degrade the floor system with little indication to fire fighters working above.1 They need to be aware of rapid heat buildup, little or no ventilation, limited accessibility, and whether it is a storage place for unknown hazards (e.g., combustibles, hazardous materials, and flammable liquids). Also of concern for fire departments is how to determine how long a fire has gone undetected. Fire fighters should be aware of what is stored on the floor directly above a basement fire, what the finished floor is comprised of (e.g., terrazzo, plywood, tongue-and-groove, tile, etc.), and what the floor structural members are comprised of (e.g., engineered wood floor joists, concrete, or steel). Structural support members may be directly exposed to fire, causing them to weaken and increase the likelihood of an above-floor collapse. Interior crew(s) intending to operate on the floor above a basement fire should limit their operating time, especially if ventilation, suppression, and accessibility are not progressing. The floor’s structural members will continue to weaken as fire and heat intensify. Specifying an exact length of time for how long suppression crew(s) should operate above a basement fire is questionable, and the IC should make that determination by performing a hazard analysis/risk assessment. The fire department did not have an SOP specifically addressing strategies and tactics when combating basement fires. SOPs should be developed to address structural fire fighting operations specific to basement fires, because these types of fires present a complex set of circumstances and following established SOPs will minimize the risk of serious injury to fire fighters.

During this incident, fire fighters were unable to access the basement, unable to ventilate the basement fire, and unaware of the fire load found within the basement. Initially, the department did not cut a hole in the 1st floor apartment or deli and use their Bresnan distributor, in fear of injuring reported trapped civilians. Note: The Bresnan distributor is a type of cellar nozzle used to suppress fire through steam conversion. The use of a cellar nozzle, like a Bresnan distributor, during the initial stages of the basement fire may have assisted in containing the fire and/or allowing better operating conditions for fire fighters to access the basement.2 Attempts were made to flow water on the 1st floor where fire had vented through, but this effort was not successful. Fire fighters should also recognize that fire venting through a floor is a late indication of a weakened floor system.

Recommendation #2: Fire departments should ensure that the incident commander (IC) receives interior status reports and performs/continues evaluating risk-versus-gain.

Discussion: Among the most important duties of the first officer on the scene is conducting an initial size-up of the incident. A proper size-up begins from the moment the alarm is received, and it continues until the fire is under control. The size-up should also include assessments of risk-versus-gain during incident operations, especially after primary searches have been conducted.2-7 The size-up should include an evaluation of factors such as the fire size and location, length of time the fire has been burning, conditions on arrival, occupancy, fuel load and presence of combustible or hazardous materials, exposures, time of day, and weather conditions. Information on the structure itself should include size, construction type, age, condition (e.g., evidence of deterioration, weathering), evidence of renovations, lightweight construction, loads on roof and walls (e.g., air conditioning units, ventilation ductwork, utility entrances), and available preplan information are all key information that can affect whether an offensive or defensive strategy is employed. The incident commander should be willing to change his strategy and plan based on continued size-ups and risk assessments until the fire is brought under control. Conducting accurate size-ups and receiving interior/exterior status updates is critical to the safety of fire fighters on the incident, rescue/recovery efforts, and overall control of the incident. “The decision to commit interior firefighting personnel should be made on a case-by-case basis with proper risk-benefit decisions being made by the incident commander. The commitment of firefighters’ lives for saving property and an unknown or marginal risk of civilian life must be balanced appropriately.” 8 The fireground is very dynamic, and conditions can either improve or deteriorate based on fire suppression activities, and available resources, and most importantly assessments/size-ups of the incident are necessary to detect a change on the fireground.

During this incident, the fire department was attempting to gain access to reported trapped civilian(s) in a basement. The command post was established at the front of the structure providing views of Side 1 and Side 2. The basement contained heavy smoke and fire and was inaccessible from exterior and interior access doors. The initial IC and the IC who assumed command performed initial size-ups and received radio updates on fire and smoke conditions from personnel working on the incident, but not all interior findings were reported. Crews working in the 1st floor apartment encountered fire venting through the floor on Side 4 as early as 9 minutes after the first apparatus arrived on scene. Ten minutes later, Victim #1 was flowing water on fire that had vented in the corner of Side 3 and Side 4 of the deli. This was the same general area where crews within the 1st floor were working. The only thing separating the apartment and deli was a wall of floor coolers. The basement fire burned uncontrolled for more than 30 minutes while fire fighters continued attempts to gain access to the basement. Incident updates on the radio included transmissions such as “untenable” and “time to get out,” prior to the 1st floor partial collapse. The IC also mistook “water on the fire” as fire fighters actually attacking the basement fire from Side 2. This provided the IC with a false sense of progress on combating the basement fire. Also, during this incident, the IC was at times monitoring multiple radio channels and some additional transmissions may not have been received. Radio transmissions are very important for the IC to hear, acknowledge, and prioritize so that the IC can maintain situational awareness, and accurately and effectively manage and direct fireground operations. A chief’s aid or incident command technician assigned to the IC may have assisted the IC in monitoring the fireground channels and distinguishing key radio traffic and updates. It is reasonable to believe that, as time progressed and basement fire conditions continued to be uncontrolled, that the chances of survival diminished for any potentially trapped civilians exposed to the heat or products of combustion found within the smoke. According to fire investigators with the fire department, only the bodies of Victim #1 and Victim #2 were found within the structure.

Recommendation #3: Fire departments should ensure that crew integrity is maintained at all times on the fireground.

Discussion: Fire fighters should always work and remain in teams whenever they are operating in a hazardous environment.2 Team integrity depends on team members knowing who is on their team and who is the team leader; staying within visual contact at all times (if visibility is low, teams must stay within touch or voice distance of each other); communicating needs and observations to the team leader; and rotating together for team rehab, team staging, and watching out for each other (e.g., practicing a strong buddy system). Following these basic rules helps prevent serious injury or even death by providing personnel with the added safety net of fellow team members. Teams that enter a hazardous environment together should leave together to ensure that team continuity is maintained. 3

During this incident, raw video captured the FAST working on Side 1 of the structure (same side that Victim #1 had entered) during Victim #1’s “Mayday.” At the same time, Victim #2, assigned to the FAST, was seen pointing at Side 1, donning his SCBA, and entering the structure as other fire fighters were exiting from Side 1. The FAST was activated and ordered to Side 2 where it was believed the “Mayday” transmission came from. Victim #2 went missing following the “Mayday” and his whereabouts were unknown until the recovery of Victim #1. Also, Victim #1 entered the deli not realizing that two of his team members from R1 were not following behind. Not verifying your crew is with you and/or working alone increases the risk to individuals and possibly to others during search and rescue efforts. During interviews, the fire department commented on an increase in “freelancing” following the Mayday.

floor collapse from inside the building
Photo 6. Interior view of deli following partial floor
collapse and recovery operations.
(Photo courtesy of police photographer. From NIOSH REPORT)
basement storage basement storage
Photo 7 . Views of materials stored within basement.
(Photos courtesy of police photographer. From NIOSH REPORT)

 

Recommendation #4: Fire departments should ensure that the incident commander (IC) receives accurate personnel accountability reports (PAR) so that he can account for all personnel operating at an incident.

Discussion: An important aspect of an accountability system is the personnel accountability report (PAR). A PAR is an organized on-scene roll call in which each supervisor reports the status of his crew when requested by the IC or emergency dispatcher.2 The use of an accountability system is recommended by NFPA 1500 Standard on Fire Department Occupational Safety and Health Program9 and NFPA 1561 Standard on Emergency Services Incident Management System.10 A functional personnel accountability system requires the following:

  • development of a departmental SOP
  • training all personnel
  • strict enforcement during emergency incidents

As the incident escalates, additional staffing and resources may be needed, adding to the burden of tracking personnel. An incident command board should be established at this point with an assigned accountability officer or aide. As a fire escalates and additional fire companies respond, a chief’s aide or accountability officer assists the incident commander with accounting for all fire fighting companies at the fire, at the staging area, and at the rehabilitation area. With an accountability system in place, the incident commander may readily identify the location and time of all fire fighters on the fireground. A properly initiated and enforced accountability system that is consistently integrated into fireground command and control enhances fire fighter safety and survival by helping to ensure a more timely and successful identification and rescue of a disoriented or downed fire fighter. This department has developed and implemented SOPs governing accountability and even assigns an accountability officer to the IC to assist with radio transmissions and PARs.

An accountability officer was assigned to assist the IC during the incident. A PAR was immediately obtained following the rescue attempts for Victim #1. Victim #1 was identified as “missing,” but Victim #2 was incorrectly identified as “accounted for.” Victim #2 was incorrectly “accounted for” during a second separate PAR. Prior to a third PAR, 50 minutes following the floor collapse, Victim #2 could not be visibly accounted for on the fireground and his whereabouts were unknown. Officers need to visually account for their members prior to providing an “all accounted for” to the IC or accountability officer. Quickly being able to account for all personnel at an incident is paramount and can determine how an IC orders search and rescue efforts or other suppression activities.

Recommendation #5: Fire departments should ensure that a separate incident safety officer, independent from the incident commander, is appointed at each structure fire.

Discussion: According to NFPA 1561 Standard on Emergency Services Incident Management System, 11 “The incident commander shall have overall authority for management of the incident and the incident commander shall ensure that adequate safety measures are in place.” This shall include overall responsibility for the safety and health of all personnel and for other persons operating within the incident management system. While the incident commander is in overall command at the scene, certain functions must be delegated to ensure adequate scene management is accomplished. 10 According to NFPA 1500 Standard on Fire Department Occupational Safety and Health Program, 9 “as incidents escalate in size and complexity, the incident commander shall divide the incident into tactical-level management units and assign an incident safety officer (ISO) to assess the incident scene for hazards or potential hazards.” These standards indicate that the incident commander is in overall command at the scene but acknowledge that oversight of all operations is difficult. On-scene fire fighter health and safety is best preserved by delegating the function of safety and health oversight to the ISO. Additionally, the incident commander relies upon fire fighters and the ISO to relay feedback on fireground conditions in order to make timely, informed decisions regarding risk versus gain and offensive-versus-defensive operations. The safety of all personnel on the fireground is directly impacted by clear, concise, and timely communications among mutual aid fire departments, sector command, the ISO, and the incident commander. NFPA 1521 Standard for Fire Department Safety Officer defines the role of the ISO at an incident scene and identifies duties such as recon of the fireground and reporting pertinent information back to the incident commander; ensuring the department’s accountability system is in place and operational; monitoring radio transmissions and identifying barriers to effective communications; and ensuring established safety zones, collapse zones, hot zones, and other designated hazard areas are communicated to all members on scene.11 Larger fire departments may assign one or more full-time staff officers as safety officers who respond to working fires. In smaller departments, every officer should be prepared to function as the ISO when assigned by the incident commander. The presence of a safety officer does not diminish the responsibility of individual fire fighters and fire officers for their own safety and the safety of others. The ISO adds a higher level of attention and expertise to help the fire fighters and fire officers. The ISO must have particular expertise in analyzing safety hazards and must know the particular uses and limitations of protective equipment. 4

During this incident, the designated department ISO was not dispatched until the incident was upgraded to a 2nd alarm because it occurred after the normal duty shift of the ISO. The ISO did not arrive until rescue/recovery operations had begun on breaching the Side 4 wall. The presence of an ISO throughout this incident would have allowed the IC to focus on supervising the incident while the ISO directed safety operations.

Recommendation #6: Fire departments should ensure that fire fighters use their self-contained breathing apparatus (SCBA) and are trained in SCBA emergency procedures.

Discussion: Fire fighters are tasked at times to operate within environments which pose inhalation hazards (e.g., toxic smoke and oxygen deficiency12), defined by OSHA as immediately dangerous to life and health (IDLH). Proper training along with an implemented and enforced policy or procedure will assist fire fighters with proper maintenance, use, and removal of a SCBA. OSHA 29 CFR 1910.134 (g)(4)(iii) states, “all employees engaged in interior structural firefighting use SCBAs.”13 During this incident, the medical examiner stated both victims died from inhalation of products of combustion. The medical examiner also indicated that the victims’ COHb levels (a measure of carbon monoxide in the bloodstream) were over 50%. Even if nothing but carbon dioxide, water vapor, and nitrogen were present in the fire products and these were to mix with the air being breathed by a fire fighter, then the oxygen percentage would be reduced below the normal 21%. At 15% oxygen, fire fighters can experience lethargy, poor coordination, and confused thinking. The two principal toxins in smoke—carbon monoxide and hydrogen cyanide—act to deprive the brain of oxygen, and their effects would be enhanced due to the lower levels of oxygen in the air.14 Both victims were discovered without their facepieces on.

Due to the smoke conditions, both victims would have had to have been on air when entering the structure. It has not been determined why both victims were found without their facepieces on, but NIOSH investigators have theorized the following possibilities:

  • Victim #1 removed his facepiece to transmit his “Mayday.”
  • Both victims’ facepieces were unintentionally knocked off when falling into the basement.
  • The facepieces were removed because they ran out-of-air or other emergency situation.

Emergencies created by, or associated with, SCBAs can be overcome in several ways. Fire departments can develop and implement a comprehensive respiratory protection program15 that includes fire fighter fitness, training, competency, and skill in SCBA and emergency procedures. Firefighters should remember the first rule in any emergency situation, and that is not to panic. Panic causes increased breathing air consumption and inability to focus on emergency procedures. If fire fighters become lost, trapped, or disoriented they need to focus on managing remaining air in their SCBA cylinder until other fire fighters can make a rescue attempt. Removing one’s facepiece in an IDLH atmosphere can immediately expose the respiratory system to a potentially fatal environment, thus incapacitating an individual. Choosing to leave one’s SCBA facepiece on may be the best chance in providing additional time for a fire fighter to be rescued. Fire fighters should follow their department’s SOPs regarding emergency SCBA procedures and emergency communications.

Recommendation #7: Manufacturers, equipment designers, and researchers should conduct research into refining existing and developing new technologies to track the movement of fire fighters inside structures.

Discussion: Fire fighter fatalities often are the result of fire fighters becoming lost or disoriented on the fireground. The use of systems for locating lost or disoriented fire fighters could be instrumental in reducing the number of fire fighter deaths on the fireground. The National Institute of Standards and Technology (NIST) has been evaluating the feasibility of real-time fire fighter tracking and locator systems for some time.16, 17 Another group researching advanced fire fighter locator and tracking systems is the Maryland Fire Rescue Institute, located at the University of Maryland – College Park.18 Research into refining existing systems and developing new technologies for tracking the movement of fire fighters on the fireground should continue. While it is not clear that the use of this technology in this incident would have prevented the fatalities, such technology could potentially have reduced the search time by aiding rescue teams in pin-pointing the location of the missing fire fighters. This new technology must function properly in the severe fire conditions often encountered during rescue operations.

During the initial stages of the incident, it was not known who was transmitting the Mayday, where exactly they were in the basement, or how they got into the basement. Victim #2 went accounted for approximately 50 minutes before a determination was made that Victim #2 was also missing. It was not until rescue/recovery crews visually located the victims that they accounted for the location of Victim #2. This technology may have assisted the fire department during this incident in more quickly locating Victim #1 and Victim #2.

Of importance, Victim #1’s PASS device was alarming during the Mayday and when he was discovered, but it was reported to NIOSH investigators that Victim #2’s PASS device was never heard. Victim #2’s PASS device was evaluated as part of NIOSH’S NPPTL SCBA inspection. Victim #2’s PASS device failed to function when tested, but after the batteries were replaced within the PASS device, it alarmed appropriately. It has not been determined if the battery life was exhausted prior to Victim #2 going into the structure. It is important to note that the 2007 revision to NFPA 1982 Standard on Personal Alert Safety Systems (PASS) includes new heat and flame resistance requirements resulting from documented reports where PASS devices were not heard during fatal fireground incidents. 19 Laboratory testing conducted by NIST determined that exposure to high temperature environments caused the loudness of the tested PASS alarm signal to be reduced. This reduction in loudness can cause the alarm signal to become indistinguishable from background noise at an emergency scene. Initial laboratory testing by NIST highlighted that this sound reduction may begin to occur at temperatures as low as 300°F. Thus the use of PASS devices meeting NFPA 1982, 2007 Edition requirements is highly recommended.

Recommendation #8: 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 self-contained breathing apparatus (SCBA).

Discussion: The use of Personal Protective Equipment (PPE) and an SCBA make it difficult to communicate, with or without a radio.20-22 Faced with the difficult task of communicating while wearing a SCBA, fire fighters sometimes momentarily remove their facepieces to transmit a message directly or over a portable radio. Considering the toxic and oxygen-deficient hazards posed by a fire and the resulting products of combustion, removing the SCBA facepiece, even briefly, is a dangerous practice that should be prohibited. Even small exposures to carbon monoxide and other toxic agents present during a fire can affect judgment and decision-making abilities. To facilitate communication, equipment manufacturers have designed facepiece-integrated microphones, intercom systems, throat mikes, and bone conduction mikes worn in the ear or on the forehead.20-22

During this incident, interviewed fire fighters complained of radio transmissions being unintelligible at times or not heard at all. Although NIOSH investigators are not certain why Victim #1 and Victim #2 were found without their facepieces on, one theory is that Victim #1 may have momentarily removed his facepiece to better transmit his Mayday. Fire fighters recall hearing his transmissions as they came across the radio and also emanating clearly from the structure.

Recent testing by the National Institute for Standards and Technology (NIST) of portable radios in simulated fire fighting environments has identified that radios are vulnerable to exposures to elevated temperatures. Some degradation of radio performance was measured at elevated temperatures ranging from 100°C to 260°C, with the radios returning to normal function after cooling down. Additional research is needed in this area.16, 20 Fire service radios also need to be waterproof as normal fireground conditions dictate that radios are frequently exposed to excessive amounts of water during routine use through exposure to hose streams, overspray, water dripping from overhead, etc.

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FDNY- August 27, 2006 Walton and East Mount Eden Avenues, Bronx, NY

Floor Collapse at Commercial Structure Fire Claims the Lives of One Career Lieutenant and One Career Fire Fighter – New York (REPORT HERE)

SUMMARY
On August 27, 2006, a 43-year-old male career Lieutenant (victim #1) and a 25-year-old male fire fighter (victim #2) died after the floor they were operating on collapsed at a commercial structure fire. At approximately 1230 hours, crews were dispatched to a fire. The victims’ engine was dispatched at 1236 hours as an additional unit alarm and arrived on the scene at approximately 1240 hours. At approximately 1251 hours, victim #1, victim #2 and fire fighter #1 advanced a 2 ½-inch hand line through the front of the structure and down an aisle toward the rear of the store. The fire was located in the rear interior of the structure (discount store) that sold a variety of numerous small household commodity items. Approximately three minutes later, the structural members supporting the floor directly below the victims failed. The V-shaped collapse of the floor caused victim #1 and victim #2 to fall into the basement and shelving stocked with merchandise to fall in on top of them. Multiple MAYDAYs were transmitted and the fire fighter assist and search team (FAST) was deployed to the front of the structure where they assisted in the rescue of numerous members who had been operating in the interior of the structure at the time of the collapse. Battalion Chief #1, Lieutenant #1 and fire fighter #1 were freed from the debris. At approximately 1415 hours, victim #1 was removed from the debris in the basement and transported to the hospital. He died the next day as a result of his injuries. At approximately 1435 hours, victim #2 was removed from the basement and transported to the hospital where he was pronounced deceased as a result of his injuries.

F2006-27 Aug 27, 2006 Floor collapse at commercial structure fire claims the lives of one career lieutenant and one career fire fighter – New York PDF Adobe PDF file

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

  • consider the possibility of a substandard structure when building information is not available from pre-incident plans
  • consider the live load of water on the structure and go defensive when water load potentially compromises the structural integrity

Additionally, municipalities should:

  • explore means of coordinating information sharing between building and fire departments to increase safety for fire fighters and civilians
  • consider conducting inspections on all commercial structures where a change of occupancy has occurred or renovations are known or suspected, giving special attention to non-sprinklered commercial retail structures

RECOMMENDATIONS/DISCUSSIONS

Recommendation #1: Fire departments should consider the possibility of a substandard structure when building information is not available from pre-incident plans, and implement a defensive strategy when no occupants are at risk.

Discussion: The threat of a collapse of some type (i.e. roof, ceiling, floor or wall) is a possibility in any structural fire due to the effects of fire, water application, age, insects, and alterations. It is a high probability that a fire department is unaware of structural defects caused by age, insects and alterations. To minimize the risk of injury or death to fire fighters during structural operations, the size-up and risk assessment includes many factors, which include: age of the building (deterioration of structural members, evidence of weathering, use of lightweight materials in new construction), occupancy, and renovations or modifications to the building.3,4,5

Pre-incident plans are an effective tool in preventing injuries and deaths of fire fighters due to structural collapse.  They allow fire departments to determine factors, such as, age of the structure, structural integrity, type of materials used in the structure, and amount of load on the roof that could weaken the supports, etc.  However, in numerous cities and towns where buildings number in the hundreds of thousands, fire departments lack the manpower to pre-plan all buildings under their protection. Often fire departments are limited to targeting buildings that have a unique construction or pose a known hazard.

In floor collapses that have occurred, such as those at a New York City drug store (October 17, 1966) and at a Boston hotel (June 17, 1972), there were no warning signs, and no time to act and withdraw fire fighters to safety. At both of these floor collapses, unauthorized alterations on the structure contributed to the structural failure.5

“The potential for structural collapse is one of the most difficult factors to predict during initial size-up and ongoing fire fighting. Structural collapse usually occurs without warning.” 3 When pre-incident plan information on the fire structure is not available, occupants have been evacuated, and evidence of structural deterioration and/or modification cannot be determined, a defensive strategy should be implemented. A defensive strategy would help ensure fire fighter safety and is warranted in structures that lack pre-incident plans, no occupants are at risk, and where the potential for numerous unrecognized hazards exists, such as substandard construction and building deterioration.

Fire departments operating in older businesses and homes should be suspicious of potential alterations and renovations which could result in unsupported loads and unusual voids. These alterations may be hidden by sheetrock (drywall) or flooring and built up flooring which is difficult to detect during inspections and virtually impossible to detect during firefighting operations. The older the structure, the greater the possibility of renovation or remodel.

In this case, there were no current pre-incident plans for the structure; the occupants had evacuated upon the fire department’s arrival, and compromised structural integrity was not immediately evident. Structural alterations had been made to the girders, columns, and floor in order to presumably level and support the floor. A post incident inspection showed 2 x 4 boards being used inappropriately (in orientation and stability) as a floor joist. A cluster of nails were used in lieu of bolts to attach gusset plates to the columns and girders. Sheets of plywood were added to the floor with no structural support around the sheet’s edges nor at 12”, 16” or even 24” intervals in accordance with standard building codes. Subflooring (i.e., plywood, wafer board, etc.) needs to be fastened around the sheet’s edges and at interval spacing (generally every 16 inches, but spacing may vary according to load requirements) to support floor joists. The interior support members of the structure suffered from severe rot at the base of the timber columns.

Recommendation #2 : Fire departments should consider the live load of water on the structure and go defensive when water load potentially compromises the structural integrity.

Discussion: A forensic engineering analysis of the fire building demonstrated that the weight of water added to the building from the fire fighting operations was approximately 50% of the rated structural capacity of the floor.2 As noted previously, however, timbers that supported the ground floor had rotted. Thus, the actual structural capacity of the floor was less than rated. Although the ultimate cause of the collapse was the rotted timbers, the weight of the water applied during the fire fighting operations, in addition to the weight of fire fighters, store merchandise, etc., likely contributed to the collapse. Given the many unknowns during fire fighting operations, including in most incidents the rated capacity of floors, incident commanders need to continuously consider the impact of water weight on structural integrity, and shift to defensive strategies when structural integrity is potentially compromised.

Firefighting operations can drastically increase the live load on the fire building. This can be due to the weight of:

  1. the firefighters with their protective equipment and tools,
  2. the hose-line brought into the fire building, and
  3. the water used to attack the fire6.

A 2 ½ -inch hose-line can deliver approximately 250 gallons of water per minute. 5 This adds about 2,082 pounds per minute into the fire building. If multiple hose-lines are operating, the weight of the water can be tremendous.

When operating in an offensive mode, a buildup of water within a building requires that immediate action be taken to alleviate these conditions. 6 The remedy may be as simple as controlling the excess flow from the hose-line or moving fire debris that is restricting runoff. When using large amounts of water, it is always advisable to provide for drainage when necessary. This can be accomplished any number of ways from chutes with traps to actual holes drilled to provide relief. 6

It must be recognized that at the same time that this additional weight is being introduced into the fire building, the fire and water are weakening the structure. Under these conditions, a defensive strategy is best when no civilians are in the structure. 5

In this case, civilians had evacuated the fire building upon the fire department’s arrival. The structures’ configuration only enabled an initial attack through the front of the structure and down narrow aisle ways to the rear of the structure where the origin of the fire was located. Prior to the collapse, three 2 ½-inch hose-lines (operating 17 minutes, 8 minutes, and 2 minutes, respectively) were flowing water through and into the rear of the structure. The added weight and flow of the water could have contributed to the floor collapse because of the rotted support columns decreasing the timber frame system’s ability to equalize the water load across the floor.

location of victims
Diagram 2. Shows location of victims on the structure’s floor above the girder that failed. From the NIOSH REPORT

 

Additionally,

Recommendation #3 : Municipalities should explore means of coordinating information sharing between building and fire departments to increase safety for fire fighters and civilians

Discussion: Information on building construction, renovations, and alterations can help Incident Commanders develop strategies and tactics that effectively fight fires while attending to fire fighter safety. Pre-incident plans are a useful tool for ensuring that fire departments and Incident Commanders have information on building construction and contents to guide decision-making on the fireground. In urban areas with large numbers of existing structures, it may not be feasible to develop pre-incident plans for all or most structures, and for fire departments to regularly revisit structures to update pre-incident plans. Municipal building departments that issue building permits and conduct code inspections may collect, or be in position to collect, information that may be useful to fire departments. Municipalities should consider exploring mechanisms by which building information relevant to fire fighter and civilian safety can be collected and shared between building and fire departments. As one example, building departments could notify fire departments when building permits are issued. This would result in fire departments being aware of these building alterations, and to possibly target these buildings for a pre-incident plan. Priority should be given to sharing such information for targeted hazards identified by fire departments.

Recommendation #4: Municipalities should consider conducting inspections on all commercial structures where a change of occupancy has occurred or renovations are known or suspected, giving special attention to non-sprinklered commercial retail structures

Discussion: Occupancy changes understandably occur with great frequency. However, every effort should be made as new permits are issued to aggressively inspect any occupancy change. It is critical that municipalities assess that any renovations or remodeling meets current codes, and that original and renovated supports are capable of supporting the new occupancies. These building inspections should specifically consider the loading or redistribution of stock to ensure that flooring can handle dead and live loads.

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Chicago Fire Fighters Battle 3 Alarm Apartment Fire on the City’s North Side

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Laura Thome Photo

Chicago Firefighters battled an (3-11) extra-alarm blaze saturday afternoon in the Lakeview neighborhood on the City’s  North Side.

The extra alarm was called around 14:00 h0urs for a building on the 800 block of West Cornelia Avenue, bringing more than 100 CFD firefighters to the scene, according to preliminary information from Fire Media Affairs and reports publishedon Chicagoland media outlets.

About 15:00 hours the alarm was raised to a 3-11 alarm, and added an Emergency Medical Services Plan 1 mostly as a precaution, according to published erports.

 At least one firefighter was checked over because of the extreme heat, but there were no immediate reports of other injuries, he said.

The fire has affected at least two buildings, including one 3-story courtyard apartment building.

 

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

 

 

ALSO: Earlier Fire sends several firefighters in for Heat Exhaustion; HERE

Chicago Attic Fire: Firefighter Maydays, Four Injured UPDATED

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Eric Clark for the Chicago Tribune / August 25, 2011

Four Chicago firefighters have been injured while battling a fire in the city’s West Englewood neighborhood Thursday night according to news media outlets. The fire was located within a 1-1/2 story wood frame residential occupancy in which fire suppression operations were underway.

Fire companies operating within the attic area with attack lines operating, experienced rapidly degrading conditions in which published reports indicated the “room lit up” suggesting a possible flashover condition. It was reported that vertical ventilation had been completed on the gable style roof and that coordinated company operations were well established both on the number one floor, within the attic and on exterior support operations.

Research indicates the house was built in 1905 and has 990 square feet of space. Constructed of balloon wood framing, the 1-1/2 story single family residential occupancy is typical of this vintage style housing.

Division Alpha Street Side (Google Maps)

 

Aerial of House and Exposures (Google Maps)

A series of links and videos are attached;

UPDATED:Fire commissioner credits quick rescue: ‘It’s a matter of seconds ‘

Chicago’s fire commissioner credited the quick response of rescuers after firefighters were hit by a flash of flames while working in the attic of a home in theWest Englewood neighborhood. “It’s a matter of seconds before we would have had a different outcome,” Fire Commissioner Robert Hoff said at Loyola University Hospital, where two of the four firefighters injured in the blaze remained hospitalized.

As reported by the Chicago Tribune (HERE) The fire started in the basement of a 1 1/2-story home in the 7000 block of South Justine Street and spread through the walls to the attic, Hoff said. As firefighters ventilated the roof and worked to extinguish the blaze, they were not aware of fire burning inside the walls behind them, Hoff said. Flames suddenly “lit up on them,” he said. “This is an example of how extremely dangerous and unpredictable this job is,” said Tom Ryan, president of Chicago Firefighters Union Local 2. “There is no such thing as a routine fire.”

The two firefighters still hospitalized are a 52-year-old captain who suffered burns to his ears and back of the neck; and a 31-year-old firefighter with burns to his left hand and forehead. They suffered the burns when their masks were knocked loose as they tried to escape, Hoff said. Both are from Engine 54 and are stable, Hoff said.
 
A third firefighter who was taken to Loyola was released early this morning, and a fourth taken to Mount Sinai Hospital Thursday night. Fire Officials credited the Fire Department’s five-person rapid intervention team — which is routinely called to fires — for responding so quickly.

View more videos at: http://nbcchicago.com.


 

 

Construction Insights for Typical Gabled Roof Attic with enclosed knee wall voids (typical examples)   Occupied or Storage Attic Space Enclosure

 
 
 
 

Typical Enclosed Attic Voids and Kneewalls

 

 

 

 

 

Fire Death Rate Trends: An International Perspective

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Firefighters work at a fire site in Hung Hom, south China's Hong Kong, June 15, 2011. Four were killed and 19 others injured. (Xinhua/Lui Siu Wai)

Fire Death Rate Trends: An International Perspective

The United States still has one of the highest fire death rates in the industrialized world, but our standing has greatly improved. Falling from among the top three nations in terms of the fire death rate two decades ago, the United States now has the tenth highest fire death rate, putting the Nation in the upper half of the countries reviewed.

The report, Fire Death Rate Trends: An International Perspective (PDF, 584 Kb), was developed by USFA’s National Fire Data Center. The analyses in this report reveal the magnitude of the fire death problem; trends in overall rates and differences between the countries are also explored.

The report is part of the Topical Fire Report Series and is based on fire death data from the World Fire Statistics Centre and U.N. Demographic Yearbook population estimate data.

According to the report:

  • From 1979 to 2007, fire death rates per million population have consistently fallen throughout the industrialized world. The North American and Eastern European regions’ fire death rates have fallen faster than other regions.
  • From 1979 to 2007, the fire death rate in the United States declined by 66 percent. Today, the United States still has one of the higher fire death rates in the industrialized world, however, its standing has greatly improved.
  • Japan, a leader in fire safety, shows a slight worsening of fire death rates over the years studied.

Topical reports generally explore facets of the U.S. fire problem as depicted through data collected in the National Fire Incident Reporting System (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.

References and Links

PDF, 5MbFire in the United States Fifteenth Edition (2003-2007) (PDF, 5 Mb)

PDF, 1.3 MbProfile of Fire in the United States Fifteenth Edition (2003-2007) (PDF, 1.3 Mb)


NIOSH Report addresses Operational Issues at Metal Recycling Facility Fire

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 NIOSH Report Issue: Seven Career Fire Fighters Injured at a Metal Recycling Facility Fire – California

NIOSH Exective Summary

On July 13, 2010, seven career fire fighters were injured while fighting a fire at a large commercial structure containing recyclable combustible metals. At 2345 hours, 3 engines, 2 trucks, 2 rescue ambulances, an emergency medical service (EMS) officer and a battalion chief responded to a large commercial structure with heavy fire showing. Within minutes, a division chief, 2 battalion chiefs, 3 engines, 3 trucks, 4 rescue ambulances, 2 EMS officers and an urban search and rescue team were also dispatched.

An offensive fire attack was initially implemented but because of rapidly deteriorating conditions, operations switched to a defensive attack after about 12 minutes on scene. Ladder pipe operations were established on the 3 street accessible sides of the structure. Approximately 40 minutes into the incident, a large explosion propelled burning shrapnel into the air, causing small fires north and south of structure, injuring 7 fire fighters, and damaging apparatus and equipment. Realizing that combustible metals may be present, the incident commander ordered fire fighters to fight the fire with unmanned ladder pipes while directing the water away from burning metals. Approximately 2 ½ hours later, two small concentrated areas remained burning and a second explosion occurred when water contacted the burning combustible metals. This time no fire fighters were injured.

Contributing Factors

  • Unrecognized presence of combustible metals
  • Unknown building contents
  • Unrecognized presence of combustible metals
  • Use of traditional fire suppression tactics
  • Darkness

Key Recommendations

  • Ensure that pre-incident plans are updated and available to responding fire crews
  • Ensure that fire fighters are rigorously trained in combustible metal fire recognition and tactics
  • Ensure that policies are updated for the proper handling of fires involving combustible metals
  • Ensure that first arriving personnel and fire officers look for occupancy hazard placards on commercial structures during size-up
  • Ensure that all fire fighters communicate fireground observations to incident command
  • Ensure that fire fighters wear all personal protective equipment when operating in an immediately dangerous to life and health environment
  • Ensure that an Incident Safety Officer is dispatched on the first alarm of commercial structure fires
  • Ensure that collapse/hazards zones are established on the fireground. 

The fire department had a comprehensive list of SOGs and policies. However, the policy for the extinguishment of combustible metal fires was out dated. This policy called for copious amounts of water to be put on the combustible metal fire. The SOG for pre-incident planning was followed at this incident. However, due to the constantly changing business environment, the company had submitted a business plan that identified hazards to the city but this information did not get updated in the computer-aided dispatching (CAD) database for the fire department or dispatch.

A month prior to this incident on June 11, 2010, at 11:00 a.m., the same business owner’s metal processing facility located diagonally across the street from this incident, had several small explosions and fire. This incident required 36 fire department companies, 16 rescue ambulances, 1 USAR team, 2 hazardous material teams, 7 BCs, 1 DC, and a DDC, totaling 248 fire department personnel, in addition to mutual aid. Approximately 2 ½ hours of fire suppression operations with water brought the fire under control, which encompassed a 150′ x 100′ area of combustible metal shavings.

The company had metal –X (a brand of combustible metal fire extinguishing agent) available, but not enough of it to be effective. No fire fighters were injured. However, a civilian worker was critically injured and a police officer received minor injuries.

NIOSH REPORT 2010-30 Direct Link HERE

Fom the LAFD Press Release on July 15, 2010

On Tuesday, July 13th, 2010 at 11:43 PM, 41 Companies of Los Angeles Firefighters, 21 LAFD Rescue Ambulances, 3 Arson Units, 1 Urban Search and Rescue Unit, 1 Rehab Unit, 1 Hazardous Materials Team, 3 EMS Battalion Captains, 8 Battalion Chief Officer Command Teams, 1 Division Chief Officer Command Team and 2 Bulldozers under the direction of Deputy Chief Mario Rueda responded to a Major Emergency Structure Fire at 761 East Slauson Avenue in South Los Angeles (CA).

More than 200 Los Angeles Firefighters were requested over the course of the incident to help battle a blaze at a large two-story commercial structure that encompassed six occupancies over an entire city block. Firefighters quickly arrived at United Alloys and Metals to find heavy fire at an industrial facility known for processing titanium and super alloy scrap.

The 73 year-old structures between Paloma Avenue and Mckinley Avenue, were quickly engulfed in flames and forced firefighters into a defensive attack early during this huge fire fight. Shortly after midnight the decision was made to pull all Firefighters out of the structure and attack the flames from the exterior.

Approximately 20 minutes following this decision a partial wall collapse, roof collapse, and a total of three explosions took place. These massive blasts rained down debris of concrete and titanium on Firefighters and even shattered windows of emergency vehicles.

From this point forward it became a heavy stream operation with ladder pipes and portable monitors that provided huge volumes of water against the intense flames. Despite the challenges of extinguishing burning titanium and the devastating explosions, the blaze was controlled in just five hours. Exhausted Firefighters were relieved the next morning by their colleagues who continued the extended overhaul and detailed salvage procedure. Link HERE

LAFD News and Information Web Site; HERE

The at the time of the fire  LAFD stated damage was estimated at $5,000,000 ($4,000,000 structure & $1,000,000 contents). 

 The LAFD battled a similar blaze at 900 East Slauson Avenue on Friday, June 11th in 2010.

Fire Scene Photo from LAFD News HERE

LAFD Photo

The Structure

The incident involved a 45,000 square foot multiple business commercial structure that measured approximately 300′ x 150′ and was built in 1939. The commercial structure was divided into 3 sections with both Type III and Type V (metal clad) construction. The A-side (west) of the structure measured 60′ x 100′ under a heavy timber bowstring truss roof and exterior block walls covered with a stucco finish. This section of the structure contained denim fabric altering machinery.

The larger 210′ x 150′ open warehouse middle section of the structure was under a metal sawtooth roof (a roof composed of a series of small parallel roofs of triangular cross section, usually asymmetrical with the vertical slope glazed or windowed to allow for light) with concrete reinforced metal beam exterior walls covered with an exterior stucco finish. This section of the structure contained bins, bales, and piles of recyclable metals. The C-side of the structure was an office area that measured approximately 30′ x 150′. It was comprised of two stories with a conventional flat roof, wood framed interior walls, and concrete reinforced metal beam exterior walls covered with an exterior stucco finish.

 

 

Occupancy hazard placards existed at the A and C/D corner of the structure. The placards had a 3 health rating (a serious hazard) in the blue quadrant, a 4 flammability rating (flammable gases, violate liquids, pyrophoric materials) in the red quadrant, a 2 instability rating (a violent chemical change possible at elevated temperatures and pressure) in the yellow quadrant, and an OX (material is an oxidizer) in the white quadrant.

The commercial structure had been recently acquired, within the past year or two, by a local metal recycling company. The company had submitted the annual business plan to the city, which identified potential hazards, but this information had not been updated in the computer-aided dispatch (CAD) database for the dispatch center or fire department. The construction features of the occupancy such as the bowstring trusses, presence of combustible metals, and access restrictions would have been critical information to the fire department for fighting a fire at this location. The fire department had pre-planned the structure prior to the metal recycling company acquiring the commercial structure.

Approximate Placement of Key Fireground Apparatus, Hoselines and Explosion Areas Relative to Commercial Fire Structure.

 

BC11 left the command post and was walking towards T10 and T66 when an upper section of wall on the D-side near the C/D corner collapsed followed by a larger upper midsection of wall on the D-side. BC11 recalled seeing white hot metal and was about to instruct the trucks to direct water away from the white burning metals. Seconds later, approximately 40 minutes into the incident, at 0026 hours, a large explosion propelled burning shrapnel into the air and caused small fires north and south of the structure. T33 and E66′s hoseline crews were blown backwards by the blast. T10 and mutual aid E9 were hit with flaming debris which broke through E9′s driver-side door window and ignited the seat.

T10 received several large dents and wooden ground ladders were ignited. Approximately 10 feet away, T10′s hoseline crew was blown approximately 20′ back and off the 2 ½” hoseline by the explosion. T10′s captain was backing up the nozzleman and was hit with burning debris causing serious burns on his hand and ear. T66′s captain jumped on the hoseline to stop it from whipping around. T10′s fire fighter operating the ladderpipe had seen 2 white flashes and greenish plumes just prior to explosion. When the explosion occurred he turned his head to the left causing pain and ringing in his right ear as white hot debris went all around him. Multiple hose beds and hoses on the ground were burned through. The explosion was reported to have been broadcast up and out in all directions .

The IC called for a personnel accountability report (PAR) which accounted for all personnel and indentified 2 injured fire fighters and a captain. Note: The other 4 fire fighters injuries were not made apparent until after the incident. Minutes later, the Division C chief (BC13) reported to the IC that he identified a National Fire Protection Association 704 placard above the entrance door on the C/D corner of the structure.

BC13 relayed to command the placard classifications of Health – 3, Flammability – 4, Reactivity – 2, and Special Hazards – OXIDIZER. The command team discussed the current fire department policy of using copious amounts of water on combustible metals and decided to alter the tactical plan based on information learned through the 704 placard and the fire conditions. The IC called for aerial ladderpipe personnel to move from the tip of the aerial to the aerial turntable. Note: When the decision is made to go defensive, ladderpipe personnel should be removed from the tip of the aerial to minimize any risk associated with being at an elevated height, such as explosions or falling. On Division C, two monitors and a 2 ½” hoseline were directed on the office area of the structure.

NIOSH Report Photo Image

 

Recommendations

Recommendation #1: Fire departments should ensure that pre-incident plans are updated and available to responding fire crews.

Discussion: NFPA 1620 Standard for Pre-Incident Planning, states “The purpose of this document shall be to develop pre-incident plans to assist responding personnel in effectively managing emergencies for the protection of occupants, responding personnel, property, and the environment.” A pre-incident plan identifies deviations from normal operations and can be complex and formal, or simply a notation about a particular problem such as the presence of flammable liquids, explosive hazards, modifications to structural building components, or structural damage from a previous fire.

Building characteristics including type (or more importantly risk) of construction, materials used, occupancy, fuel load, roof and floor design, and unusual or distinguishing characteristics should be recorded, shared with other departments who provide mutual aid, and if possible, entered into the dispatcher’s computer so that the information is readily available if an incident is reported at the noted address.

Since many fire departments have thousands to hundreds of thousands of structures within their jurisdiction, it is a challenge to establish an effective preplanning system that addresses all structures and hazards. Priority should be given to those locations having elevated or unusual fire hazards and life safety considerations.

Written SOGs enable individual fire department members an opportunity to read and maintain a level of assumed understanding of operational procedures. Conversely, fire departments can suffer when there is an absence of well developed SOGs. The NIOSH Alert: “Preventing Injuries and Deaths of Fire Fighters” identifies the need to establish and follow fire fighting policies and procedures. Guidelines and procedures should be developed, fully implemented and enforced to be effective. Periodic refresher training should also be provided to ensure fire fighters know and understand departmental guidelines and procedures.

One tool for fire departments to use in assessing their risks for structures within their jurisdictions is the mnemonic, BECOME SAFE:

  • Building
  • Evaluation
  • Construction/occupancy
  • Operational hazards
  • Manage time and elements
  • Engagement
  • Situational awareness
  • Assessment and risk analysis
  • Fire behavior and effects
  • Evaluate and execute 7

A pre-planning process should integrate the BECOME SAFE concepts and include updated information from the annually submitted business plans and any other pertinent fire safety information needs to be developed by involving fire department personnel, dispatch center personnel, and building and fire code officials. NFPA 1, Fire Code, Annex Q, Fire Fighter Safety Building Marking System, makes direct reference to potential resolution towards identifying structures and contents.

It contains a standard symbol that integrates information about building construction features, content hazards, life safety systems and NFPA 704 placards into one placard. High hazard and life safety considerations for the storage, handling, and manufacturing of chemicals should be indicators to prioritize processing of the information and expediting it to the CAD system.

Current and correct information is needed to adequately address risk management issues and to comply with NFPA 1500, Standard on Fire Department Occupational Safety and Health Program, Annex A, Section 8, that addresses guidelines for the IC to consider when evaluating risk versus gain.

In this incident, the construction features of the occupancy, such as the bowstring trusses, presence of combustible metals, and access restrictions, would have been critical information to the fire department for fighting a fire at this location. A more complete pre-planning process and/or business plan updating process, involving fire department personnel, dispatch center personnel, and building code officials could have noted this information which may have aided the IC in developing a safer and more effective offensive or defensive strategy. In order to facilitate open communication, fire department personnel, dispatch center personnel, and building and fire code officials should develop a process to effectively update building information and to share this information in a timely manner. The relay of this information could be used to facilitate dynamic risk management and enhanced command and control. (Note: The fire department did a business survey following this incident and found 68 business sites that had combustible metals.)

Recommendation #2: Fire departments should ensure that fire fighters are rigorously trained in combustible metal fire recognition and tactics.

Discussion: Fire departments often respond to complex or unique hazards which require specialized/advanced knowledge and/or training in dealing with that hazard. Combustible metal fires present unique and dangerous hazards to fire fighters which are not commonly encountered in conventional structure fire fighting operations. The temperatures encountered in a combustible metal fire far exceed those of a structure fire.A block wall near the first explosion had an appearance of brown and black glass, suggesting that temperatures exceeded 3000 degrees F

The National Fire Protection Association (NFPA) 484, Standard for Combustible Metals, states that it is extremely important to conduct a good size-up by identifying the combustible metals involved, the physical state of the metals (e.g., shavings, chips, fine dust, etc.), the location relative to other combustible materials, and the quantity of the product involved. NFPA 484, A.13.3.3.10.3, states that the application of a wet extinguishing agent (particularly water hose streams) accelerates a combustible metal fire and could result in an explosion.

This is due to the water reacting with the combustible metal and giving off highly flammable hydrogen gas and oxygen. This conversion of water into hydrogen has a heat value (British Thermal Units per pound (Btu/lb)) of about 2.8 times that of gasoline, assuming 100 percent conversion of the hydrogen in the water. This equates to flowing 42.8 gallons per minute (gpm) of gasoline on the fire for every 100 gpm of water. NFPA 484, A.13.3.3.5, states that the following agents shall not be used as extinguishing agents on a combustible metal fire because of adverse reactions or ineffectiveness: water, foams, halon, carbon dioxide, nitrogen (except on iron, steel, and alkali metals, excluding lithium), and halon replacement agents.

Thus, in lieu of using a wet extinguishing agent, primarily water, it is recommended that a bulk dry extinguishing agent compatible with the product involved, such as dry sand, dry soda ash, or dry sodium chloride, be used. In most cases for large fires beyond the incipient stage, the application of a dry agent is not feasible. In these cases the best approach is to isolate the material as much as possible, protect exposures, and allow the fire to burn out naturally. Thorough training is a must to properly identify and handle these unique fires. Businesses that manufacture, use or store combustible metals, and fire departments with combustible metals in their jurisdiction, should review Chapter 13 of the National Fire Protection Association (NFPA) 484: Standard on Combustible Metals.12

Combustible metal fire training should only occur in the classroom since combustible metals are not a practical substance to use for live exercises. The excessive temperatures and the unstable nature of combustible metals when burning would put fire fighters in an unnecessary and dangerous situation, if used in live exercises.

In this incident, several fire fighters noticed the unusually bright white hot fire, white sparks, bluish green hues of the fire, and white smoke but did not recognize that this could be indicative of burning combustible metals. The fire department did not suspect that combustible metals were present until after the first explosion and the discovery of the placard indicating oxidizers were in the structure. Once identified, command directed water away from areas of suspected burning combustible metals. Later in the incident, a few concentrated areas remained burning, and copious amounts of water were directed on these areas to extinguish them. This caused a second explosion, in which no one was hurt. The titanium that was involved in the second explosion had developed a protective crust during the fire which was over 2 feet thick and contributed to the shaped charge effect when the molten metal under the protective crust came in contact with the water being applied by the ladderpipes and exploded. The development of the protective crust is a normal occurrence in combustible metal fires which actually limits open burning of the combustible metal and will result in control and extinguishment of the fire, if no actions are taken which disturb the protective crust.

In June, an incident had occurred diagonally across the street at different structure, owned by the same company, where the fire department had a combustible metal fire and was informed by employees not to use water. The fire department updated their training bulletin addressing tactics for combustible metals and removed the use of copious amounts of water.

Recommendation #3: Fire departments should ensure that policies are updated for the proper handling of fires involving combustible metals.

Discussion: The fire department had an outdated policy on the handling of combustible metal fires which primarily called for copious amounts of water to be put on a metal fire. The policy had been based on a training scenario in which burning magnesium Volkswagen engine blocks, when hit with water, would spark, but the water cooled the large mass of magnesium enough to put the fire out. Numerous fire departments across the country remember this training scenario and have not kept up with the increasing and varied uses of combustible metals in everyday products. Manufacturing and recycling facilities for these combustible metal products have been on the rise. This poses a new and different hazard for fire fighters. Combustible metals in smaller pieces and particle sizes burn at much higher temperatures, 5000 degrees F for magnesium to 8500 degrees F for zirconium, and present an explosion hazard when water comes into contact with these burning metals. When applied to burning combustible metals, water and carbon dioxide will disassociate into their base chemical elements. For example, water disassociates into hydrogen and oxygen. The added fuel and oxygen increases burning and causes extreme reactions, such as explosions. An example standard operating procedure (SOP) for the proper handling of combustible metal fires that reflects modern day hazards is provided in

Recommendation #4: Fire departments should ensure that first arriving personnel and fire officers look for occupancy hazard placards on commercial structures during size-up.

Discussion: NFPA 704, Identification of the Hazards of Materials for Emergency Response, states that all buildings or areas storing, using, or handling hazardous materials should be marked by use of a standardized placard system. The placard system identifies hazard categories for health, flammability, reactivity and special hazards, including water reactivity and oxidizers.

When conducting a size-up at commercial structures, fire officers should look for such placards. Placard locations should be located at or near entrances and unobstructed by landscaping, fencing, etc.

In this incident, placards existed at the A and C/D corner of the structure. However, they were not identified until after the explosion. The late night hour, poor lighting, angled corners of structure, and fire attack from doorways other than the front entrance may have contributed to first arriving personnel and fire officers not seeing and acting upon the information on the placard.

Recommendation #5: Fire departments should ensure that all fire fighters communicate fireground observations to incident command.

Discussion: National Fire Protection Association (NFPA) 1561, Standard on Emergency Services Incident Management System, Section 6.3 Emergency Traffic states: To enable responders to be notified of an emergency condition or situation when they are assigned to an area designated as immediately dangerous to life or health (IDLH), at least one responder on each crew or company shall be equipped with a portable radio and each responder on the crew or company shall be equipped with either a portable radio or another means of electronic communication.The U.S. Fire Administration report, Voice Radio Communications Guide for the Fire Service, provides an overview of radio communication issues involving the fire service. Effective fireground radio communication is an important tool to ensure fireground command and control as well as helping to enhance fire fighter safety and health. It is every fire fighter and company officer’s responsibility to ensure radios are properly used. Ensuring appropriate radio use involves both taking personal responsibility (to have your radio, having it on, and on the correct channel) and a crew-based responsibility to ensure that the other members of your crew (subordinates, peers, and supervisor) are doing so as well.

Receiving interior/exterior status updates is critical to the safety of fire fighters on the incident, rescue/recovery efforts, and overall control of the incident. The decision to commit interior fire fighting personnel or establishing a collapse/hazard zone for exterior fire fighting personnel should be made on a case-by-case basis with proper risk-benefit decisions being made by the incident commander.

The fireground is very dynamic, and conditions can either improve or deteriorate based on fire suppression activities, and available resources, and most importantly assessments/size-ups of the incident are necessary to detect a change on the fireground.

In this incident, several fire fighters noticed the unusually bright white hot fire, white sparks, bluish green hues of the fire, and white smoke (all potential signs of combustible metal involvement), but did not communicate it to command.

Recommendation #6: Fire departments should ensure that fire fighters wear all personal protective equipment when operating in an immediately dangerous to life and health environment.

Discussion: NFPA 1500 Standard on Fire Department Occupational Safety and Health Program states, “the fire department shall provide each member with protective clothing and protective equipment that is designed to provide protection from the hazards to which the member is likely to be exposed and is suitable for the tasks that the member is expected to perform…protective clothing and protective equipment shall be used whenever a member is exposed or potentially exposed to the hazards for which the protective clothing (and equipment) is provided.”

NFPA 1971 Standard on Protective Ensembles for Structural Fire Fighting and Proximity Fire Fighting has established minimum requirements for structural fire fighting protective ensembles and ensemble elements designed to provide fire fighting personnel limited protection from thermal, physical, environmental, and bloodborne pathogen hazards encountered during structural fire fighting operations.

These requirements will assist in protecting firefighters, but only if they wear the PPE as recommended by the manufacturer. The potential for injury at all incidents exists when fire fighters do not wear the full PPE ensemble, including gloves.

In this incident, numerous fire fighters did not don their facepiece and/or wear hoods or gloves. The potential for unknown toxic gases and flying debris as evidenced by the 2 explosions makes wearing full PPE critical for protecting fire fighters from immediate and chronic hazards. If gloves and hoods had been worn, the hand and ear burn injuries would have been less severe or perhaps totally eliminated.

Recommendation #7: Fire departments should ensure that an Incident Safety Officer is dispatched on first alarm of commercial structure fires.

Discussion: According to NFPA 1561 Standard on Emergency Services Incident Management System, “The incident commander shall have overall authority for management of the incident and the incident commander shall ensure that adequate safety measures are in place.” This shall include overall responsibility for the safety and health of all personnel and for other persons operating within the incident management system. While the incident commander is in overall command at the scene, certain functions must be delegated to ensure adequate scene management is accomplished.According to NFPA 1500 Standard on Fire Department Occupational Safety and Health Program, “as incidents escalate in size and complexity, the incident commander shall divide the incident into tactical-level management units and assign an incident safety officer (ISO) to assess the incident scene for hazards or potential hazards.” These standards indicate that the incident commander is in overall command at the scene, but acknowledge that oversight of all operations is difficult. On-scene fire fighter health and safety is best preserved by delegating the function of safety and health oversight to the ISO. Additionally, the incident commander relies upon fire fighters and the ISO to relay feedback on fireground conditions in order to make timely, informed decisions regarding risk versus gain and offensive-versus-defensive operations. The safety of all personnel on the fireground is directly impacted by clear, concise, and timely communications among mutual aid fire departments, sector command, the ISO, and the incident commander. NFPA 1521 Standard for Fire Department Safety Officer defines the role of the ISO at an incident scene and identifies duties such as recon of the fireground and reporting pertinent information back to the incident commander; ensuring the department’s accountability system is in place and operational; monitoring radio transmissions and identifying barriers to effective communications; and ensuring established safety zones, collapse zones, hot zones, and other designated hazard areas are communicated to all members on scene.

Larger fire departments may assign one or more full-time staff officers as incident safety officers who respond to working fires. In smaller departments, every officer should be prepared to function as the ISO when assigned by the incident commander. The presence of an incident safety officer does not diminish the responsibility of individual fire fighters and fire officers for their own safety and the safety of others. The ISO adds a higher level of attention and expertise to help the fire fighters and fire officers. The ISO must have particular expertise in analyzing safety hazards and must know the particular uses and limitations of protective equipment.

In this incident, for the size of the fire department and responsible coverage area, there is an insufficient number of incident safety officers (ISO) and/or qualified personnel (certified to NFPA 1521) to act as an ISO. The ISO should be of a rank worthy of the significant responsibility.

Recommendation #8: Fire departments should ensure that collapse/hazard zones are established on the fireground.

Discussion: During fire operations, two rules exist about structural collapse: (1) the potential for structural failure always exists during and after a fire, and (2) a collapse danger zone must be established.

A collapse zone is an area around and away from a structure in which debris might land if a structure fails. The collapse zone area should be at least 1½ times the height of the building—the height of the building plus an additional allowance for debris scatter. For example, if the wall was 20 feet high, the collapse zone would be established at least 30 feet away from the wall. In this incident, the structure was approximately 18 feet high at the top of the parapet wall, and the collapse zone extended at least 27 feet from the structure.

Fire fighters must recognize the dangers and take immediate safety precautions if factors indicate the potential for a building collapse. An external load—such as a parapet wall, steeple, overhanging porch, awning, sign, or large electrical service connections—reacting on a wall weakened by fire conditions may cause the wall to collapse. Other factors include fuel loads, building damage, renovation work, pre-existing deterioration as well as deterioration caused by the fire, support systems, and truss construction.

Whenever these contributing factors are identified, all persons operating inside the structure must be evacuated immediately and a collapse zone should be established around the perimeter. Once a collapse zone has been established, the area should be clearly marked and monitored to make certain that no fire fighters enter the danger zone. Positioning companies at the corners of the building is usually safer than a frontal attack. In this incident, a collapse zone should have been established given the age of the structure and deteriorating fire conditions.

Recommendation #9: Vendors/Training Organizations should develop and offer a training program on combustible metal fires.

Discussion: There are a limited amount of training materials/programs that exist on combustible metal fires. There have been a small number of presentations and workshops conducted at fire conferences over the years but nothing offered by outside training organizations that pertains to what the fire service needs to know. Programs should be developed to highlight the characteristics of a combustible metal fire, tactics, and strategies for handling them.

The New Fire Ground and the First-Due

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Join in on Wednesday August 17th at 9pm ET for another special and exciting program continuing our series discussion on the Emerging Tactical Renaissance in the Fire Service.

Taking it to the StreetsTM, radio program hosted by highly regarded national instructor, author, lecturer and fire officer Christopher Naum, continues to provide provocative insights and dynamic discussions with leading national fire service leaders and guests on important issues affecting the American Fire Service with applications internationally within the tradition and brotherhood of the Fire Service.

This edition of Taking it to the StreetsTM the program will be looking at the New Fire Ground and the First-Due

Joining the program will be two special guests: Divison Chief Ed Hadfield (CA) and Deputy Chief Jason Hoevelmann (MO) providing a great opportunity to listen to perspectives from coast to coast and the heartland.

Join in on what is certainly going to be an insightful look and discussion of the New Fire Ground and the issues affecting the First-Due Officer and Command…

Both Divison Chief Ed Hadfield (CA) and Deputy Chief Jason Hoevelmann (MO) are speakers at the Gateway Midwest Fire & Leadership Training Conference brought to you by Go Forward Training and coming to the St. Charles/St.Louis, Missouri metro area on October 21-23. 2011. I also have the honor of lecturing and presenting two programs, one of which one will be co-presented with my good friend and colleague Lt. John Shafer. (The GreenMaltese.com HERE)

  • Conference Direct Link HERE.
  • Go Forward Training HERE

Incorporating and facilitating the latest training delivery concepts and methodologies and integrating current and emerging technology, social media platforms, eMedia and internet based content management material in order to provide unparalleled fire service curricula, training and education, The Command Institute, Buildingsonfire.com and Fire Fighternetcast.com will be integrating content across a number of platforms to provide you with supportive information and training that will ultimately integrate with the direct training deliveries at the conference.

This segment of Taking it to the Streets on FirefighterNetcast.com is the first step in achieving that goal and process. Look for more integrated materials, exercises and eMedia on CommandSafety.com, TheCompanyOfficer.com and Buildingsonfire.com

Grab a cup of coffee and sit down for a special one hour program with Taking it to the Streets on FirefighterNetcast.com where we’ll be discussing developing concepts, methodologies and operational perspectives affecting today’s emerging and evolving fire ground and the new considerations for the First-Due with Christopher Naum and fire service leaders, Division Chief Ed Hadfield and Deputy Chief Jason Hoevelmann.

Join in on the live open discussion with other fire service personnel from around the country.

Taking it to the StreetsTM is a monthly radio show featured on BlogTalk Radio and is hosted by nationally renowned fire service leader Christopher Naum, a 36-year fire service veteran and highly regarded national instructor, author, lecturer and fire officer and the distinguished leading national authority on building construction and fire ground operations. Taking it to the StreetsTM is a Buildingsonfire.com Series and FireFighternetcast.com Production, © 2011 All Rights Reserved

Check out the latest downloads of recent programs in the archives by visiting Taking it to the Street’s webpage on Firefighternetcast.com or for program insights at CommandSafety.com.

  • Tune in to the Program Wednesday evening August 17th at 9:00 pm ET, HERE
  • Firefighternetcast.com HERE
  • Taking it to the Streets Radio Programs, HERE and HERE
  • Buildingsonfire.com, HERE

Building Construction Training for Fire Service Commanders, Company Officers and Firefighters

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We’ve got an advance look at some of the new training and lecture offerings coming out this fall and for 2012 that will be offered commencing in October for the Buildingsonfire Series produced and offered by the Command Institute and Buildingsonfire.com.

Buildingsonfire -2012  Building Construction and Systems Training for Fire Service Commanders, Company Officers and Fire Fighters

An intense and concentrated  series of exceptional training programs examining trends and methods in building construction for the fire service with an emphasize on construction and  occupancy risk assessment, structural and construction systems, and their direct relationship on structural combat firefighting operations, firefighter survivability and the command decision-making process. Understand building systems and occupancy performance under fire conditions is mission critical with new and emerging technical information and data that is redefining tactical and operational models and firefighting protocols with new rules of engagement.

Firefighters and Officers will gain a new understanding of inherent construction features and hazards that directly influence effective risk management and decisive strategic and tactical considerations with a focus on key construction features, inherent occupancy profiles that will influence strategic, tactical and task level operations and crucial assembly systems affected by fire dynamics, extreme fire behavior and combat fire suppression operations. These programs & seminars examine crucial considerations for Reading the Building, Occupancy Risk Profiling, Adaptive Fireground Management, Tactical Patience, Predicative Occupancy Performance and Construction Resiliency correlating building construction performance toward combat structural fire suppression operations. Case studies will reinforce concepts presented and evoked open discussion and dialog on building construction and operational safety.

Programs utilize extensive multimedia, interactive activities, case studies and simulations to reinforce course content & subject areas providing exceptional learning opportunities.

New Seminars and Lecture Program Offerings; (Selected Topics)

  • Building Construction for the Company  and Command Officer
  • The Rules of Combat Fire Engagement & Tactical Operations  
  • Reading the Building: Predictive Occupancy Profiling
  • The New Fireground: Engineered Systems, Construction &  Tactics for the Company  and Command Officer
  • Adaptive Fire Ground Management for Command and Company Officers
  • Building Construction and Tactical Operations
  • The Anatomy of Buildingsonfire 2012
  • Five Star Command & Fire Fighter Safety
  • The Doctrine of Combat Fire Operations 2012
  • Extreme Fire Behavior & Fireground Operations
  • Predictive Building and Occupancy Performance
  • Tactical Entertainment and Firefighter Safety
  • Dynamic Risk Assessment & Firefighting Operations
  • Roof Construction for Truck Company Operations
  • Occupancy Risk Profiling and Firefighting Strategy & Tactics
  • New Residential Construction and Operational Considerations
  • Tactical Renaissance:  Combat Fire Engagement and the New Fire Ground
  • The Anatomy of Buildingsonfire; LODD Case Studies and Near Miss Lessons Learned
  • Building Construction and Operational Safety in Buildings of Ordinary Construction
  • Building Construction and Tactical Safety in Commercial Buildings
  • Keynotes ,Lectures, Special Presentations & Programs Available
  • Other Building Construction , Command, Tactic, Fire Fighter Safety and Operations programs available  

Download the Program Announcement for Building Construction for the Fire Service Training Programs HERE

Building Construction for the Fire Service Training Programs for 2012 by Buildingsonfire.com

Keynote and General Session Programs that will be available for 2012 include;

Keynote Topics:

  • The New Adaptive Fire Ground in 2012
  • Tactical Patience
  • Buildingsonfire 2012
  • What’s on YOUR Radar Screen?
  • Achieving Operational Excellence and Safety
  • Command Compression and Tactical Entertainment
  • The Evolving Fireground: Are You Ready for the Changes?
  • Command Resiliency for Operational Excellence   
  • Tactical Renaissance and the New Rules of Combat Fire Engagement

Upcoming:

Check out the program presentations we’ll be making at the Gateway Midwest Fire & Leadership Training Conference ( Missouri) and at the Liberty Regional Fire & Leadership Training Conference (PA) this fall.

Take the time to check out the new Training Program Offerings from Go>Forward Training’s Gateway Midwest Fire & Leadership Training Conference, HERE and the Liberty Regional Fire & Leadership Training Conference  HERE

  • About Go>Forward Training, HERE