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Near-Miss, with RIT Deployment at Structural Collapse: Canada

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A rapid and fast moving early morning fire in downtown Trenton, Ontario Canada resulted in the subsequent collapse of a three story mixed use commerical and apartment occupancy structure. Published media reports indicated the building was over 130 years of age and was in operation as an adult entertainment establishment on the lower level with multiple occupancy use apartments on the upper floors. The fire displaced 12 residents. The commercial portion of  the building on the number one floor was not operating at the time of the alarm.

For a complete overview of the general fire, refer to the links below for the media links.

Two firefighters were nearly trapped while engaged in primary search and rescue operations as the fire conditions deteriorated and compromise and collapse  conditions began to collapse the wood frame structure.

Pre-incident images clearly depict the typical building profile of a heritage type structure of the late 1880′s vintage with it’s sloping roof profile and window treatments that are evident on both the bravo and delta divisions (many with window mounted air conditioning units that constitute a collapse risk to operating companies on the ground perimeter) . As with many buildings in urban areas, the exterior envelope has been renovated in a manner that added an exterior metal clad panel system that is typically mechanically fastened directly to the facade or to a sub-assembly fastening system. This in effect covers the buildings originating facade, building materials and structural and cosmetic conditions.

Common to original building construction and layouts, the alpha division shows the manner in which the first floor wall has been modified with no indication of window locations and conditions in the upper floors. Common to this renovation technique is the placement of the metal facade directly over existing window openings and framing systems, resulting in either boarded and elimination of the window or the fames and glass still present within the interior room compartments compounding search and rescue assignments.

Sherwood Forest Inn, Image from Google Street View

 The metal exterior cladding masks the ability for arriving companies to identify if the structure is wood frame Type V, ordinary Type III or Brace Frame construction.  The profile and charactoristics of this building profile suggests a buidling of Type III Ordinary construction ( Brick and jost) with load bearing masony construction. This is not the case in this structure as fireground photos further depicted. The various fireground photos suggest that this was a wood frame structure with wood exterior sheathing with some brick masonry features applied to the alpha division. The building envelope is encased in a sheet metal panel cladding system attached the perimeter facade.

 

Delta Division, Google Street View Image

  

Image above shows the degree of interior fire involvement and smoke density. The sheet metal cladding that was applied to the surface facade masks the ability to monitor wall degradation and compromise, retains heat within the building envelope and has independent collapse considerations based upon the manner it is atached to the outer facade further compounding the structural integrity of the buildings wall envelope. Photo by Step Crosier.

In incidents taht have building profiles such as this, conservative risk management, establishment of primary and secondary collapse perimeters along the various divisions is imperative for firefighter safety and apparatus operabilty.

Collapse and failure of the primary structural support systems affecting both interior and exterior structural and infill systems. Photo by Marc Venema

The image above shows the extent of collapse. Look at the various construction features consisting of the original wood plank sheathing, brick facade work, wood framing system and the retrofitted metal paneling facade.  

  • How would you Read the Building based upon the pre incident photos shown at the being of this post?
  • Would you assume the building was a type III or IV structure or a wood frame or brace frame structure?
  • Does each building system have a different bearing on fireground operations, strategies, tactics and operational integrity and company and personnal safety?
  • How much operatoinal time do you have for a primary search and rescue assignment or for deployment and effective location of a fire seat and application of hose streams before you developing compromising conditions with the interior compartments?

 

Look at the brick veneer added to the wood sheathing covered by the metal panels in this image. Photo by Steph Crosier

 

 

 

   

 

Three Firefighters Injured in Residential Collapse

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Cherokee County Fire and Emergency Services

 

Cherokee County Fire and Emergency Services

Cherokee County (GA) Fire and Emergency Services and Woodstock (GA) Fire Department personnel responded to a structure fire at 811 Commons Court, located in the Kingston Square Subdivision, off Highway 92, just east of Woodstock (GA) sunday night for a reported fire in a residential structure; with reports of trapped occupants. During suppression operations, three Cherokee County firefighters were trapped in the basement for a short period of time due the catastrophic collapse of a front wall-floor assembly resulting in the collapse of the entry porch floor system on the alpha division.

Cherokee County 911 received the call of the fire at 1:30 Sunday regarding a structure fire with possible entrapment. Firefighters quickly responded to the scene to find the house fully involved and began a defensive attack. Two Cherokee County firefighters and one Woodstock firefighters were standing on the porch of the structure when it collapsed. The three firefighters were pulled from the burning structure and were later taken by ambulance to Marietta’s Kennestone Hospital.

According to information posted on the Cherokee County Fire and Emergency Services web site and other published media reports,  two Cherokee County Firefighters were treated and released and one firefighter  is still in ICU at a local hospital, struggling to survive; with smoke inhalation and lung injuries resulting from the falling bricks that struck him during the collapse.

According to one report, the three engine company firefighters were operating a handline for an exended period of time on the porch of the home  (Alpha side) when the floor and wall assembly gave way beneath them, sending them tumbling into the basement below. The adjacent wall and canopy fell on top of the firefighters after falling into the area below.  An aerial view of the residence shows a raised ranch style structure with a garage and basement configuration below the main floor. According to public records, the single family wood frame house was built in 1986 and was comprised of 1,910 square feet of occupied space, with three bredrooms.

Aerial View of the Residential Occupancy (Bing)

Unfortunately due to the degree of fire involvment and susequent collapse, firefighters were unable to reach the elderly couple, a 78 year old man and his 77 year old wife, who perished in the early morning fire. The couple’s daughter and her 25 year old son were also living with the couple and they escaped without injury.

We posted some extensive information over at CommandSafety.com related to two past LODD events from 2006 and 2009 along with a number of pertainent informational links realted to floor collapse, firefighter near miss events involving floor compromise and collapse.

Take some time to link over to our sister site and check out the information. (HERE)

We’ll follow up on this event to see if we can gain further insights related to the structural conditions, construction features and contributing factors that lead to the floor collapse.

 
 
 
 

 

Remembering Brackenridge 1991 Floor Collapse and LODD

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Remembering Brackenridge, Pennsylvania December 20, 1991: Four Firefighters Killed, Trapped by Floor Collapse

Four volunteer firefighters died when they were trapped by a partial floor collapse during a structure fire in Brackenridge, Pennsylvania, on the morning of December 20, 1991. All four were members of a mutual aid truck company that had responded to the early morning incident and were assigned to prevent fire extension from the basement to the ground floor of a 2-story building.

Although they were wearing full protective clothing and using self-contained breathing apparatus, it appears that they were overwhelmed by the severe fire conditions that erupted when a section of the ground floor collapsed into the basement.

The collapse cut off their primary escape path, and the fire burned through their hose line, leaving them without protection from the flames.  

  • For more on the incident and links to a series of incident reports, link here to Commandsafety.com
  • Current issues related to recent trends in floor collapse incidents, HERE

Six Detroit Firefighters Injured at Taxpayer Fire from Wall Collapse

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Detroit News

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

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

• Shane Raxter, 32; 9 years with department.

• Brian Baulch, 31; 9 years with department.

• Jeron Whitehorn 30; 8 years with department.

• Eric Jurmo, 31; 11 years with department.

• Brendan Milewski, 31; 11 years with department

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

Detroit New Photo


3*4*3 Reports

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I recently posted an article on CommandSafety.com that addressed a series of Major Influencing Fire Service Reports, Issues and Focus areas that should be on your radar screen. This was also the theme at the premiere of Taking it to the Streets on Fire Fighter Netcast.com . As an emerging, practicing or upward mobile fire officer, commander or leader; those are but a few key ares that you must be  knowledgeable in, have insights and proficiency based technical skills to function with a level of competencies demanded of, in today’s  fire service.

After a recent training program, we discussed in a smaller group setting common, contributing and apparent causes related to three prominent fire incidents and reports that were shared both within the lecture program and also within the CS post. Based upon that dialog, the dynamic and passionate discussion and the frank, straight forward opinions I’m suggesting you take the time; three hours to read three reports and focus on the lesson learned, the gaps that were identified and the recommendations AND actions that were implemented to limit, if not eliminate the likely hood that a similar event could happen in that organization.

The continuing challenge is not allowing the circumstances and situations that were present at those events, cause you and your organization to have a History Repeating Event (HRE).

Set aside three hours for three reports; invest the time appropriately and focus your undivided attention. Think about those firefighters who answered that call, in the same manner and fashion as all of us do, when we board the apparatus and the company rolls out of quarters on the way to the alarm. The only difference…..they didn’t come home- you did. Learn, understand, comprehend, relate and apply.

Then take the time to share your insights with those within your inner circle and start recognizing that there’s likely something that you can go in your house or station, or organization that honors the sacrifices made by those LODD events your read about, so those lessons can be moved forward to make the job, a little bit safer.

Three for Three (343)

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

  • The Prince William County (VA) Department of Fire and Rescue published a comprehensive line of duty death report for Technician I Kyle R. Wilson on Saturday, January 26, 2008. Technician I Wilson was the first line of duty death in the Department’s 41-year history. The Department is sharing the LODD Investigative Report to honor Kyle, and in an effort to reduce and prevent firefighter line of duty deaths at the local, region, state, and national levels.
  • Technician Kyle Robert Wilson was 24-years old and was born in Olney, Maryland. He grew up in Prince William County and graduated from Hylton High School and George Mason University. He was an avid baseball and softball player. Technician Wilson joined the Prince William County Department of Fire and Rescue on January 23, 2006. Technician Kyle Wilson died in the line of duty on April 16, 2007 while performing search and rescue operations at a house fire on Marsh Overlook Drive, located in the Woodbridge area of Prince William County. On that day, Technician Wilson was part of the firefighter staffing on Tower 512 which responded to the house fire that was dispatched at 0603 hours. The Prince William County area was under a high wind advisory as a nor’eastern storm moved through the area. Sustained winds of 25 mph with gusts up to 48 mph were prevalent in the area at the time of the fire dispatch to Marsh Overlook Drive.
  • Initial arriving units reported heavy fire on the exterior of two sides of the single family house and crews suspected that the occupants were still inside the house sleeping because of the early morning hour. A search of the upstairs bedroom commenced for the possible victims. A rapid and catastrophic change of fire and smoke conditions occurred in the interior of the house within minutes of Tower 512’s crew entering the structure.
  • Technician Wilson became trapped and was unable to locate an immediate exit out of the hostile environment. Mayday radio transmissions were made by crews and by Technician Kyle Wilson of the life-threatening situation. Valiant and repeated rescue attempts to locate and remove Technician Wilson were made by the firefighting crews during extreme fire, heat and smoke conditions. Firefighters were forced from the structure as the house began to collapse on them and intense fire, heat and smoke conditions developed. Technician Wilson succumbed to the fire and the cause of death was reported by the medical examiner to be thermal and inhalation injuries.
  • The Department of Fire and Rescue immediately formed a multi-dimensional investigation team following the incident. The investigation team was comprised of five Department of Fire and Rescue uniform personnel and two external members from area fire departments. For eight months, the team thoroughly examined the events that occurred at the Marsh Overlook fire incident and identify the factors involved with the line of duty death of Technician I Kyle Wilson. The resulting report represents thousands of hours of effort to analyze fire and rescue operations and is a factual representation of the events that occurred. The report also provides a frame work for organizational level improvements.
  • The major factors in the line of duty death of Technician I Wilson were determined to be:
    • The initial arriving fire suppression force size.
    • The size up of fire development and spread.
    • The impact of high winds on fire development and spread.
    • The large structure size and lightweight construction and materials.
    • The rapid intervention and firefighter rescue efforts.
    • The incident control and management.
    • The Marsh Overlook fire incident was an immense fire fueled by extremely flammable building material products and a vicious wind. It was an environment where information gathering and decision making had to be performed in the time measurement of seconds. During the chain of events that occurred and under severe circumstances, fire and rescue personnel performed at exceptional levels.
  • During the repeated attempts to reach and rescue Technician I Wilson, personnel displayed heroic efforts and jeopardized their own safety. The Department will never forget the sacrifice that Technician Wilson made in an attempt to ensure others were safe. By sharing the knowledge gained from this very tragic and painful incident, the Department will ensure his sacrifice was not in vain and hope that other fire and rescue departments can avoid another similar occurrence.
  • Resources and Report

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

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

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

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