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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

 

 

 

 

 

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

Gypsum Board Ceiling Systems, Ceiling Collapse and Firefighter Safety

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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 ceiling collapse. We're posting the ROTW alert in it's entirety below and are expanding upon this discussion to include materials previously posted on Buildingsonfire.com from the posts that surrounded the LAFD LODD of Firefighter Glenn L. Allen  who was killed in the line of duty as a result of being trapped beneath rubble when the roof and ceiling collapsed during a blaze at a 12,000-square-foot  mansion in the Hollywood Hills on Feb. 17, 2011. (HERE and HERE)

Included in that reporting was expanded information on gypsum wall board ceiling systems. If you don't know about the National Fire Fighter's Near-Miss Reporting System and the Report of the Week (ROTW) follow these links HERE , HERE and HERE. More importantly, get involved and post some of your current OR past near-miss experiences and close calls, so the fire service can learn and everyone can go home. www.firefighternearmiss.com. Check out the extensive resources and materials avaiable on the site to support your training and operational needs.

Near-Miss Report of the Week

From the NMRS & ROTW;

The collapse of a ceiling is one of the more disorienting situations a firefighter can face. Sixty near-miss reports are returned when the keyword "ceiling collapse" is typed into the text box on www.firefighternearmiss.com. Each of these accounts provides lessons on the value of heightened situational awareness, correct use of PPE, rigorous training, and recognizing the effect of fire on building materials. The National Fire Fighter's Near-Miss Reporting System'ss Report of the Week (ROTW) featured report this week, 11-025, recounts one example.

"Our station was dispatched for a residential structure fire and we responded with two engines and four on-duty personnel… The near-miss happened about 30 minutes into the fire and there were two hoselines in place. One hoseline was on the second floor and one hoseline was on the first floor. Most of the fire was extinguished and overhaul was in progress. There were three members of my crew pulling ceiling to reach hot spots. The lieutenant stated to be careful because the floor above was moving when pulling down on overhead material. The firefighter and the lieutenant continued to pull down the ceiling. This is when the second floor collapsed down into the first floor and the room that we were in…"  

The overhead world of a fire scene is fraught with hazards. Many of the hazards we can dispassionately discuss at the kitchen table, but seem to overlook when we are engaged in firefighting. Electrical wiring, telecommunication cables, structural support systems and storage are all elements hidden behind the drywall. Whether you are looking up at a ceiling that covers an attic or an upper floor, shoving your hook through the drywall is usually a benign act that simply pulls down a section of sheetrock to expose the hidden area above. However, it can also be a catastrophic act that brings down an entrapment hazard that has you fighting for survival.

Once you have read the entire account of 11-025, and the related reports, consider the following: 

  1. Before ceiling pulling begins, is there an assessment of the structural stability and review of what might be behind the drywall before the first piece is removed?
  2. Do you and your crews observe best practices when pulling ceilings (i.e., starting at the doorway and working into the room, noting the location of structural members through visual notation of nails, "shadowing" or "ghosting" of studs, etc.) before pulling ceilings?
  3. Do you consider limiting the number of personnel in a room when ceilings and walls are being pulled?
  4. Who is responsible for ensuring utilities have been controlled before pulling ceilings and walls? How is utility control documented and confirmed before ceiling pulling begins?
  5. What is the likelihood that the space above the ceiling you are pulling is being used for storage? If storage is noted, can you determine what effect pulling down the ceiling will have on the structural members resisting the weight of the storage?

Overhaul activities occur during a transitional time in the firefighting process. The adrenaline and effort of the fire attack begins to fade, but there is still enough pent up energy that some members of the crews are propelled from one action to another without an assessment of conditions. The thinking officer and crew make periodic assessments, or benchmarks, to ensure the incident reality still matches the company's perception.

Related Reports- Topical Relation: Ceiling Collapse
05-553
06-292
07-889
08-305
09-465
10-847

Have you escaped a ceiling collapse due to exceptional vigilance? Have you ever gotten caught in a ceiling collapse? Submit your report to www.firefighternearmiss.com today so everyone goes home tomorrow.

Note: The questions posed above from the NFFNMRS-ROTW by the reviewers are designed to generate discussion and thought in the name of promoting firefighter safety. They are not intended to pass judgment on the actions and performance of individuals in the reports.

 

The Following is reposted from Buildingsonfire.com ( The LAFD LODD link is HERE)

 

Gypsum Board Ceiling Systems and Firefigher Safety

 

The recent events in Los Angeles and the line of duty death of veteran LAFD Firefighter Glenn Allen who died Friday from injuries he sustained when a ceiling collapsed on him in a house fire late Wednesday night in the Hollywood Hills again gives us pause to reflect on the demands and hazards present at all fire suppression operations in buildings on fire. The past two months have borne consist reports of floor, roof, wall and ceiling collapses leading to firefighter injuries and line of duty deaths.

  • Incident event coverage from this past week HERE, HERE and HERE

The importance of maintaining heightened situational awareness, identifying and monitoring suspected or inherent building construction hazards coupled with inherent occupancy risk factors, and aligning those with strategic objectives, incident actions plans and tactical deployment operations. Building Knowledge equating to firefighter safety is still a driving principle that is formulative to all firefighting operations in buildings, occupancies and structures. Let’s take this opportunity to gain some insights into the material that compromises nearly all wall and ceiling membrane systems and assemblies in nearly all buildings, occupancies and structures; that is gypsum board components.

I’ve included a number of video clips that center on our discussion, as the videos center on the operation parameters at this extremely large (floor area/square footage) residential occupancy. Most clips have good coverage of the structure and firefighting efforts. Take a few moments to review these clips before you proceed;




Gypsum board is the generic name for a family of panel-type products consisting of a noncombustible core, primarily of gypsum, with a paper surfacing on the face, back, and long edges.

In 1888, Augustine Sackett used plaster of Paris sandwiched between several layers of paper to produce what would eventually become "Sackett Board," the original gypsum board. By the 1950s, many innovations in gypsum board technology had been developed, including the listing of many fire-resistance rated designs, rounded edges, specialized nails, curved partitions, studless partitions, sound control systems, lightweight gypsum lath, plaster, and gypsum board systems that fueled a boom period for the use of gypsum products in both the residential and commercial construction industries.

By 1955, an estimated 50 percent of new homes were built using gypsum wallboard. Lightweight gypsum board systems permitted the use of lightweight steel in steel framed buildings, which enabled the widespread growth of high-rise residential and commercial construction during the 1960s and 1970s.

Today gypsum board, along with a variety of other gypsum panel products, continues to serve as a preferred building material in both residential and commercial construction for interior walls and ceilings, exterior sheathing, fire-resistant partitions and membranes, and liner material for elevator shafts and stairwells. These properties make gypsum board well suited for building and space types requiring cost-effectiveness as well as fire resistiveness and maintainability.

Gypsum board is often called drywall, wallboard, or plasterboard and differs from products such as plywood, hardboard, and fiberboard, because of its noncombustible core. It is designed to provide a monolithic surface when joints and fastener heads are covered with a joint treatment system.

Gypsum is a mineral found in sedimentary rock formations in a crystalline form known as calcium sulfate dehydrate. One hundred pounds of gypsum rock contains approximately 21 pounds (or 10 quarts) of chemically combined water. Gypsum rock is mined or quarried and then crushed. The crushed rock is then ground into a fine powder and heated to about 350 degrees F, driving off three fourths of the chemically combined water in a process called calcining. The calcined gypsum (or hemihydrate) is then used as the base for gypsum plaster, gypsum board and other gypsum products.

To produce gypsum board, the calcined gypsum is mixed with water and additives to form a slurry which is fed between continuous layers of paper on a board machine. As the board moves down a conveyer line, the calcium sulfate recrystallizes or rehydrates, reverting to its original rock state. The paper becomes chemically and mechanically bonded to the core. The board is then cut to length and conveyed through dryers to remove any free moisture.

Gypsum manufacturers also rely increasingly on “synthetic” gypsum as an effective alternative to natural gypsum ore. Synthetic gypsum is a byproduct primarily from the desulfurization of the flue gases in fossil-fueled power plants. Gypsum board is an excellent fire resistive material. It is the most commonly used interior finish where fire resistance classifications are required. Its noncombustible core contains chemically combined water which, under high heat, is slowly released as steam, effectively retarding heat transfer. Even after complete calcination, when all the water has been released, it continues to act as a heat insulating barrier. In addition, tests conducted in accordance with ASTM E 84 show that gypsum board has a low flame spread index and smoke density index. When installed in combination with other materials it serves to effectively protect building elements from fire for prescribed time periods.

Developed through modern technology as a result of specific requirements, gypsum board is mainly used as the surface layer of interior walls and ceilings; as a base for ceramic, plastic, and metal tile; for exterior soffits; for elevator and other shaft enclosures; as area separation walls between occupancies; and to provide fire protection to structural elements. Most gypsum board is available with aluminum foil backing which provides an effective vapor retarder for exterior walls when applied with the foil surface against the framing.

Standard size gypsum boards are 4ft. wide and 8, 10, 12, or 14 ft. long. The width is compatible with the standard framing of studs or joists spaced 16 in. and 24 in. on center. Some thicknesses and types of gypsum board are also produced as a standard 54 in. width material. Other lengths and widths are available as special order materials.

  • Depending on thickness and type of gypsum board, the weight can vary from 2 – 4 lbs./ per square foot
  • A typical 4 ft. x 8 ft. sheet of 5/8-in gypsum board can weigh 96 lbs.
  • A 4ft. x 12ft. sheet can weigh upwards of 150 lbs.
  • In large span designs with attachments varying from 16 inches on center to 24 inches on center with z-strips or resilient channels attached to the structural members; these ceiling panels and assemblies can fail and collapse in a monolithic manner creating a significant safety concern to operating companies below.
  • As an example a 12ft x 12ft. monolithic assembly collapse ( single layer-gypsum board only) could have a collapse weight of 500 lbs.
  • Add the weight of compromised and attached structural members components, fixtures and insulation and the absorption of added water into the gypsum board from hose streams the combined weight of the collapse area may increase to 800-1000 lbs. Increase the size of the collapse area and the weight impacting operating companies is significant.

The various thicknesses of gypsum board available in regular, type X, improved type X and pre-decorated board are as follows:

  • ¼-in. A low cost gypsum board used as a base in a multi-layer application for improving sound control, or to cover existing walls and ceilings in remodeling.
  • 5/16-in. A gypsum board used in manufactured housing.
  • 3/8-in. A gypsum board principally applied in a double-layer system over wood framing and as a face layer in repair or remodeling.
  • ½-in. Generally used as a single-layer wall and ceiling material in residential work and in double-layer systems for greater sound and fire ratings.
  • 5/8-in. Used in quality single-layer and double-layer wall systems. The greater thickness provides additional fire resistance, higher rigidity, and better impact resistance.
  • ¾-in. Used in a similar manner to 5/8-in.
  • 1 in. Used in interior partitions, shaft walls, stairwells, chaseways, area separation walls and corridor ceilings. Manufactured only in 24 in. wide panels and usually installed as an integral part of a system.

Depending on the type and the use, gypsum board is manufactured with a tapered, square, beveled, rounded, or tongue and groove edge. Some gypsum board types may incorporate a combination of different edge types. The fire resistance of gypsum board can be described using three distinct terms: regular core, type ‘X’ core and improved type ‘X’ core.

Regular core gypsum board is made of a noncombustible core material composed mainly of gypsum. Although it does not have the specially enhanced fire-resistive properties of type ‘X’, regular core gypsum board affords a degree of natural fire resistance.

In the 1940s different gypsum board formulations were investigated to increase the naturally occurring fire resistance of regular core gypsum board. A new product was eventually introduced that clearly demonstrated “eXtra” fire resistance, hence the name “type X.” The basic components of type ‘X’ that give it a superior fire resistance are gypsum, glass fibers, and vermiculite.

In the 1960s, further modifications were made to the original successful type ‘X’ formulations of gypsum board used in some systems – particularly ceiling systems – without compromising the fire-resistive qualities. The new product demonstrates additional fire resistance over type ‘X’ core, and thus the term “improved type X” was coined. Gypsum board products make up the predominant portion of a family of materials identified as gypsum panel products. Gypsum panel products are defined as sheet materials consisting essentially of gypsum. They can be faced with paper or another material, or may be unfaced. Gypsum board, glass-faced sheathing materials with a gypsum core and unfaced gypsum-based products are all considered to be gypsum panel products. Technically, gypsum board is defined as the generic name for a family of sheet products consisting of a noncombustible core, primarily of gypsum, with a paper surfacing on the face, back, and long edges. In recent years the family of gypsum-based panel materials has grown to include panel products other than those with the familiar paper facers. A number of specialized gypsum panel products and gypsum boards have been developed for specific uses which include:

  • Gypsum Wallboard for interior walls and ceilings
  • Gypsum Ceiling Board for interior ceilings
  • Type X Gypsum Board for fire-resistance-rated building systems
  • Fiber Reinforced Gypsum Panels for interior and exterior walls, ceilings, and tile base
  • Gypsum Sheathing for exterior walls and roof systems
  • Glass Mat Gypsum Substrate for use as sheathing on exterior walls and ceilings
  • Gypsum Soffit Board for use on exterior soffits and ceilings
  • Water-Resistant Gypsum Backing Board for use as a tile base
  • Glass Mat Water-Resistant Gypsum Backing Board for use as a tile base
  • Gypsum Backing Board for use as a base for multi-ply systems
  • Gypsum Lath for use as a base for gypsum plaster
  • Gypsum Plaster Base for use as a base for veneer plaster
  • Gypsum Shaft Liner Board for shaft, stairway, and duct enclosures
  • Pre-decorated Gypsum Board for accent walls, office and movable partitions
  • Foil backed gypsum board for use as a vapor retardent

Identified by their technically correct names, gypsum board products are as follows: Gypsum Wallboard is produced primarily for use as an interior surfacing for buildings. It is the most often used commodity gypsum board and annually accounts for over 50 percent of all the gypsum board manufactured and sold in North America. Gypsum wallboard has a manila-colored face paper and is manufactured in a variety of thicknesses as both a regular- and a fire-resistant core material.

Gypsum Ceiling Board is an interior surfacing material with the same physical appearance as gypsum wallboard. Gypsum ceiling board is manufactured as a ½-inch thick material; it is designed for application on interior ceilings, primarily those intended to receive a water-based texture finish. It has a sag resistance equal to 5/8-inch thick gypsum wallboard.

Predecorated Gypsum Board has a decorative surface which does not require further treatment. The surfaces may be coated or painted, printed, textured, or have a film – such as vinyl wallcovering – applied. It is manufactured in a variety of thicknesses as both a regular- and a fire-resistant core material.

Water-resistant Gypsum Board is a gypsum board designed for use on walls primarily as a base for the application of ceramic or plastic tile. It is readily identified by its green-tinted face paper and is commonly referred to as “Greenboard.” It has a water-resistant core and a water-repellent face and back paper; it is generally installed in bath, kitchen, and laundry areas.

Gypsum Backing Board, Gypsum Coreboard, and Gypsum Shaftliner Panel are all designed to be used as base materials in multi-layer, solid and semi-solid, and shaftwall systems. Gypsum backing board is used as a base layer for other gypsum board materials in systems or as a base for dry claddings such as acoustic tile. Gypsum coreboard and gypsum shaftliner are manufactured with a type X core, using a specific edge configuration to facilitate installation into specialized stud systems and a type X core.

Exterior Gypsum Soffit Board is designed for use on the underside of eaves, canopies, carports, soffits, and other horizontal exterior surfaces that are indirectly exposed to the weather. It has water-repellent face and back paper and is more sag-resistant than regular wallboard. Exterior gypsum soffit board can be manufactured with a type X core and typically has a light brown face paper.

Gypsum Sheathing Board is used as a backing under exterior siding or cladding. It has a water-repellent face and back paper and can be manufactured with a water-resistant core. Depending on the thickness of the board, gypsum sheathing board is manufactured with either a square or a tongue-and-groove edge and a fire-resistive core. It generally has a brown or light black face paper.

Gypsum Base for Veneer Plaster has a distinctive blue-tinted face paper that is treated to facilitate the adhesion of thin coats of hard, high strength gypsum veneer plaster. It is produced in sheets that are the same width as gypsum wallboard and can be manufactured with a fire-resistive core. Application of Gypsum Board

A wide variety of gypsum board application methods are available to meet virtually any need in building design and construction. Gypsum board is applied in either single-layer or multi-layer systems to achieve specific fire or sound ratings. Gypsum board is applied over wood or steel framing or furring. It is also applied to masonry or concrete surfaces, either laminated directly or attached to wood furring strips or steel furring channels. Gypsum board ceilings can be directly attached to joists or trusses or attached to furring or grid systems suspended below structural members. Gypsum board is generally attached to the framing with nails, screws, or staples. Although nails are commonly used in wood frame construction, screws are often preferred because they are applied with automatic screw guns, have excellent holding power, and reduce the possibility of nail pops. A combination of nails and screws may also be used, with nails along edges and screws in the field. Staples are used because they are economical and can be quickly applied with staple guns; however, the use of staples should be limited to the base-layer in multi-layer systems or to gypsum sheathing on wood framing. Gypsum board wall and ceiling surfaces are typically decorated with paint, texture, wallpaper, tile, or paneling. When pre-decorated gypsum board is used, joints are generally covered with matching molding or battens; no additional finishing or decoration is necessary. Single-Layer Application

  • Single-layer gypsum board applications are the most common in light commercial and in residential construction.
  • These systems rely on one layer of gypsum board attached to framing or furring.
  • Although single-layer gypsum board systems are generally adequate to meet most minimum requirements for fire resistance and sound control, multi-layer systems are preferred for higher quality construction and to upgrade beyond the "bare minimums" of many code requirements.

Multi-Layer Application

  • Multi-layer systems have two or more layers of gypsum board and are used to meet higher sound and fire resistance requirements or to enhance these comfort and safety qualities beyond minimum code requirements.
  • They also provide better surface quality because face layers can often be laminated over base layers eliminating many or all of the fasteners in the face layer. In addition, face-layer joints are stronger by virtue of the continuous backing provided by the base layers.
  • Nail pops and ridging are less frequent and imperfectly aligned framing has less effect on the quality of the finished surface.

GYPSUM BOARD TYPICAL MECHANICAL AND PHYSICAL PROPERTIES (GA-235-10) A common misconception is that there are just two basic types of drywall—regular and type X—and beyond this difference, drywall products from various manufacturers are about the same. However, laboratory fire tests by United States Gypsum Company and various independent testing organizations provide strong evidence that there are significant fire-performance differences between drywall products from various manufacturers. It is well known in the construction industry that the single most important characteristic of gypsum drywall is its fire resistance. This is provided by the principal raw material used in its manufacture, CaSO4- 2H2O (gypsum). As the chemical formula shows, gypsum contains chemically combined water (about 50% by volume). When gypsum drywall panels are exposed to fire, the heat converts a portion of the combined water to steam. The heat energy that converts water to steam is thus used up, keeping the opposite side of the gypsum panel cool as long as there is water left in the gypsum, or until the gypsum panel is breached.

  • In the case of regular gypsum panels, as the water is driven off by heat, the reduction in volume within the gypsum causes large cracks to form, eventually causing the panel to fail.
  • In a special fire test designed to demonstrate the relative performance of different types of gypsum cores (described later in this section), it was shown that in a fire with a temperature of 1,850ºF, a 5/8" thickness of regular-core gypsum panels would fail in this manner in 10 to 15 minutes.
  • Type X gypsum panels, such as Sheetrock brand Firecode gypsum panels, have glass fibers mixed with the gypsum to reinforce the core of the panels.
  • These fibers have the effect of reducing the extent of and size of the cracks that form as the water is driven off, thereby extending the length of time the gypsum panel can resist the heat without failure.
  • Fire test results indicate that the same thickness of the type X gypsum drywall exposed to the same temperature (1,850ºF) will last 45 to 60 minutes.

USG has developed a third-generation gypsum drywall product called Sheetrock brand Firecode C gypsum panels that provides even greater resistance to the heat of fire. The core of Firecode C contains more glass fibers than type X—but also a shrinkage-compensating additive, a form of vermiculite that expands in the presence of heat at about the same rate as the gypsum in the core shrinks (from loss of water). Thus the core becomes highly stable in the presence of fire and remains intact even after the combined water is driven off. Tests have shown that this third-generation product resisted the fire for more than two hours, as compared to 45 to 60 minutes for the type X, and 10 to 15minutes for the regular panel under the same test conditions.

In a future posting we’ll discuss the issues facing the fire service related to the newest generation of impact resistant gypsum board that will restrict or preclude entirely our ability to breach walls in residential or commercial occupancies. Here are some links and Spec Sheets to look at in advance, HERE , HERE, HERE and HERE  

References and Links Summarizing the many different types of gypsum board used in the industry, this quick reference gives typical uses of, and the ASTM and CSA standards for, each type. Also included is the appropriate industry standard designation for the installation of each type of gypsum board, along with the sizes and thicknesses generally available. Download


APPLICATION OF GYPSUM SHEATHING (GA-253-07)

This publication describes the industry's latest recommendations for handling, storing, and installing gypsum sheathing under a variety of conditions. A must for anyone hanging gypsum sheathing or involved in EIFS work. Download

  


FIRE-RESISTANT GYPSUM SHEATHING (GA-254-07)

This publication describes the advantages, recommended uses, limitations, and properties of gypsum sheathing in exterior walls.

Download

Gypsum Construction Handbook

  • Reference guide of construction procedures for gypsum drywall, cement board, veneer plaster and conventional plaster.

Trade Associations and other Organizations

  • Association of the Wall and Ceiling Industry (AWCI)—Provides services and undertake activities that enhance the members' ability to operate a successful business. AWCI represents acoustics systems, ceiling systems, drywall systems, exterior insulation and finishing systems, fireproofing, flooring systems, insulation, and stucco contractors, suppliers and manufacturers, and allied trades.
  • ASTM International (ASTM)—Provides a global forum for the development and publication of voluntary consensus standards for materials, products, systems, and services. In over 130 varied industry areas, ASTM standards serve as the basis for manufacturing, procurement, and regulatory activities. Provides standards that are accepted and used in research and development, product testing, quality systems, and commercial transactions around the globe.
  • Ceilings and Interior Systems Construction Association (CISCA)—Association for the advancement interior commercial construction, providing education, technical guidance and related resources. CISCA membership includes over 600 of the leading contractors, distributors, manufacturers and independent manufacturer's representatives worldwide.
  • Gypsum Association (GA)—Founded in 1930, GA promotes the use of gypsum while advancing the development, growth, and general welfare of the gypsum industry in the United States and Canada on behalf of its member companies.
  • ICC Evaluation Service (ICC-ES)—Provides technical evaluations of building products, components, methods, and materials and issues reports on code compliance to building regulators, contractors, specifiers, architects, engineers, and the public.

Relevant Codes and Standards

Guide Specifications

NIOSH LODD Report Released on Fire and Collapse Which Killed Two Chicago Firefighters

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NIOSH LODD Report Released on Fire and Collapse Which Killed Two Chicago Firefighters
F2010-38  Two Career Fire Fighters Die and 19 Injured in Roof Collapse during Rubbish Fire at an Abandoned Commercial Structure – Illinois

NIOSH Executive Summary
On December 22, 2010, a 47-year-old male (Victim # 1) and a 34-year old male (Victim # 2), both career fire fighters, died when the roof collapsed during suppression operations at a rubbish fire in an abandoned and unsecured commercial structure. The bowstring truss roof collapsed at the rear of the 84-year old structure approximately 16 minutes after the initial companies arrived on-scene and within minutes after the Incident Commander reported that the fire was under control. The structure, the former site of a commercial laundry, had been abandoned for over 5 years and city officials had previously cited the building owners for the deteriorated condition of the structure and ordered the owner to either repair or demolish the structure. The victims were members of the first alarm assignment and were working inside the structure. A total of 19 other fire fighters were hurt during the collapse.

Contributing Factors

 

  • Lack of a vacant / hazardous building marking program within the city
  • Vacant / hazardous building information not part of automatic dispatch system
  • Dilapidated condition of the structure
  • Dispatch occurred during shift change resulting in fragmented crews
  • Weather conditions including snow accumulation on roof and frozen water hydrants
  • Not all fire fighters equipped with radios.

Key Recommendations

  • Identify and mark buildings that present hazards to fire fighters and the public
  • Use risk management principles at all structure fires and especially abandoned or vacant unsecured structures
  • Train fire fighters to communicate interior conditions to the Incident Commander as soon as possible and to provide regular updates
  • Provide battalion chiefs with a staff assistant or chief's aide to help manage information and communication
  • Provide all fire fighters with radios and train them on their proper use
  • Develop, train on, and enforce the use of standard operating procedures that specifically address operations in abandoned and vacant structures

NIOSH Recommendations

  • Recommendation #1: Fire departments and city building departments should work together to identify and mark buildings that present hazards to fire fighters and the public.
  • Recommendation #2: Fire departments should use risk management principles at all structure fires and especially abandoned or vacant unsecured structures.
  • Recommendation # 3: Fire departments should train fire fighters to communicate interior conditions to the Incident Commander as soon as possible and to provide regular updates.
  • Recommendation # 4: Fire departments should consider providing battalion chiefs with a staff assistant or chief's aide to help manage information and communication.
  • Recommendation # 5: Fire departments should provide all fire fighters with radios and train them on their proper use.
  • Recommendation # 6: Fire departments should develop, train on and enforce the use of standard operating procedures that specifically address operations in abandoned and vacant structures.
  • Recommendation # 7: Fire departments should develop, implement and enforce a detailed Mayday Doctrine to ensure that fire fighters can effectively declare a Mayday.
  • Recommendation # 8: Fire departments should ensure that the Incident Commander maintains close accountability for all personnel operating on the fireground
  • Recommendation # 9: Fire departments should ensure that fire fighters are trained in fireground survival procedures.
  • Recommendation #10: Fire departments should ensure that all fire fighters are trained in and understand the hazards associated with bowstring truss construction.

FULL NIOSH LODD REPORT and RECOMMENDATIONS, HERE

 

The tragic events in the City of Chicago on Wednesday December 22, 2010, when Chicago Firefighter Edward J. Stringer – Engine Co.63 and Firefighter/EMT Corey D. Ankum, Truck Co.34 were killed in the line of duty while operating at a structure fire in an abandoned one-story brick building in the 1700 block of East 75th Street on the City’s South side, exemplifies the demands, challenges and sacrifice that come with responsibilities, duty and sworn obligation  that distinguishes the honorable profession of being a firefighter.     

The fire was first reported at about 06:48 hours during the night and day tour shift change, with companies arriving at 06:52 hours reporting moderate fire in the  buildings northeast corner. The single story commercial structure was vacant, however it was readily known that squatters were known to seek shelter in the abandoned structure especially give the harsh weather being experienced in the city. The fire was quickly contained at approximately 07:00 hours according to published reports, and radio communications, with coordinated suppression, search and rescue and ventilation operations being conduction by companied both within the interior and on the roof. 

Other Operational Safety Insights and Considerations from CommandSafety.com and Buildingsonfire.com

  • During all operations involving actual or suspected Bowstring Truss Roofing Support Systems Command and Company Officers should be sensitive to risk assessment indicators related to both fire induced conditions as well as environmental and age induced factors.
  • Pre-plan your buildings look at the construction, components, features and condition of the building; there is a tremendous amount of information out there. Understand and comprehend what to look for, what it is that you’re looking at and more importantly make sure the information is retrievable for on-scene application and that the information is utilized when formulating IAP and in the dynamic risk assessment process
  • During Dynamic Risk Assessment, special attention should be focused on Predicated Building Performance common to identified building systems, features and structural systems that are based upon Occupancy Performance and NOT Occupancy Type.
  • The Federal Emergency Management Agency’s (FEMA) United States Fire Administration (USFA) issued a special report examining the characteristics of fires in vacant residential buildings. The report, Vacant Residential Building Fires, was developed by USFA’s National Fire Data Center and provides useful insights and recommendations. Link HERE
  • When developing incident action plans and operational assignments at incidents involving possible Vacant, Unoccupied or Abandoned structures, command and company officers shall implement a formulative risk -benefit assessment consistent with departmental procedures, policies and expectations.
  • Be knowledgable of operational factors and considerations related to operations at Vacant, Unoccupied or Abandoned structures; HERE and HERE
  • Read the Newest NIOSH Alert: Preventing Deaths and Injuries of Fire Fighters at Structure Fires, HERE
  • Start considering building; age, deterioration, environmental impacts and influences in your IAP and tactical considerations, we at times forget to consider these performance indicators effectively during initial or sustained operations.
  • Learn more about Building Construction, Occupancy Profiling, Reading a Building, Occupancy Risk versus Occupancy Type and always consider Tactical Patience.
  • Increase your knowledge on Structural Collapse indicators especially for buildings of masonry construction in both Type III and Type IV construction.
  • There is a Predictability of Performance in all Buildings and Occupancies with Heavy Timber or Built-up Bowstring Truss Structural Systems; Know what they are.
  • Understand what to look for in Heavy Timber or Built-up Bowstring Truss Structural System integrity related to; Age and Deterioration, Gravity, Cross Grain Shrinkage, Wood Defects that are self-evident in chords and web members, Upper Chord Buckling, Lower Chord splitting or failure points, web splitting or pull-outs, multiple roofing systems or membranes, multiple void spaces, compromised bearing walls or pilasters, compromised or degraded bearing points or truss ends.
  • Learn to identify masonry wall features and what they mean towards tactical operations
  • In smaller single story occupancies; any loss of structural integrity of a single truss component would likely cause the compromise or collapse of adjacent truss components and connective decking planks due to the interdependence and connectivity of the roofing support (trusses), purlins, rafters and roofing planks and outer membrane system. 
  • Typically the failure of one bowstring truss span will compromise or cause the collapse of each adjacent truss to either side of the original affected truss causing the failure of a sizeable roof area.
  • Companies operating on such affected roof area areas are subject to high risk and vulnerability should the roof area fail. Refer to the incident conditions and structural collapse from the Waldbaum’s Collapse, FDNY August 2, 1978. Go to the incident overview at Commandsafety.com HERE.
  • In smaller square foot commercial occupancies that have shallow depth bowstring truss components and both limited spans (less than 100 linear feet clear span) and number of trusses (six or less) the likelihood of a catastrophic roof collapse should be considered highly predicable in all incident action plans and during incident status monitoring.
  • The loss of load bearing and load transfer capabilities at these wall connections can contribute towards failure and collapse conditions. The end connections points (end cap or end shoe) of a bowstring truss are critical towards maintain truss performance and structural integrity.
  • The loss of truss axial orientation, resultant excessive deflection, loss of integrity of chord/ web geometry and connection points can lead to failure mechanisms and a cascading effect due to transferring of loads and possible overstressing and directly lead to subsequent failures.
  • It should be noted that fire service personnel should have a high degree of respect for the danger and susceptible risk imposed by compromised or failing bearing and non-load bearing walls.
  • Collapse zones must be established and access controlled based upon physical incident scene layout, access and proximal exposure structures.
  • All fire service personnel should have awareness level training and an understanding of recognizing collapse indicators for buildings of masonry construction and tactical safety considerations
  • Company and Command Officers must have a higher level of knowledge and training to be able to recognize subtle or obvious construction, conditions or indicators that will affect IAP, strategic, tactical or task assignments and be able to act upon those indicators with immediacy and urgency as conditions and risk dictate.
  • The Collapse Zone should be at a minimum be equal to the full height of the exterior masonry wall face and also take into consideration additional distance due building material momentum, bounce and toss due to individual bricks, steel lintels and other components and materials acting as projectiles and traveling distances greater than the defined “collapse zone”.

From CommandSafety.com' s 2010 postings: Chicago: Anatomy of a Building and its Collapse and Chicago: Anatomy of a Building and its Collapse-PDF Download

Some additional Insight Materials for discussion from CommandSafety.com and Buildingsonfire.com   

Ordinary and Heavy Timber Constructed Occupancies Training Download 

Note: CommandSafety.com and Buildingsonfire.com is in the process of revising and expanding this Training Download.

We hope to have the update published in early September 2011. Watch for posting announcements

Take at Look at this: Occupancy Risks versus Occupancy Types

Resources:

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


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

Program Screenshot

 

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

 

 

 

 

 

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

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

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

 
 
Take some time to look at the Photos from Tom Olk at http://olkee.smugmug.com/

 

Chicago Fire Department Funeral Service For Fire Fighter Ed Stringer

CHICAGO FIRE DEPARTMENT FUNERAL SERVICES FOR FALLEN FIRE FIGHTER EDWARD STRINGER Engine Co # 63 & Truck Co # 16 :

CHICAGO FIRE DEPARTMENT FUNERAL SERVICES FOR FALLEN FIRE FIGHTER EDWARD STRINGER Engine Co # 63 & Truck Co # 16

CHICAGO FIRE DEPARTMENT FUNERAL SERVICE FOR FIREFIGHTER COREY ANKUM FROM ENGINE CO#72 AND TOWER LADDER # 34 :

CHICAGO FIRE DEPARTMENT FUNERAL SERVICE FOR FIREFIGHTER COREY ANKUM FROM ENGINE CO#72 AND TOWER LADDER # 34

Chicago Fire Department 3-11 Alarm Fire W/a EMS Plan 2 And a Mayday For the Roof collapse At The Working Fire :

Chicago Fire Department 3-11 Alarm Fire W/a EMS Plan 2 And a Mayday For the Roof collapse At The Working Fire

 

Standpipe Systems and Operational Insights

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The Fire Deparment Connection

 

There are some discussions emanating and emerging regarding the Medical Center Fire in Asheville, NC that claimed the life of a highly regarded Captain and injured numerous firefighters. Emerging reports are discussing water supply, standpipe operability and integrity and deployment delays affecting fire behavior, growth, intensive and operational risks during the time in which water was attempting to be delivered to hand lines extended on the fire floor of the Medical Center.

See coverage HERE on CommandSafety.com and HERE at the Asheville Citizens-Times.com today. Direct link HERE

The following links have been compiled that provide a variety of insights and perspectives on operations conducted with standpipe systems.

Two 1.5-inch attack lines off a gated wye (poor standpipe valve positioning - the second line probably would kink when charged). Technically, a 2.5-inch to 2.5-inch gated wye with reducers is better if a high-volume (2.5-inch) line is suddenly needed. Copyright © 2011 Massey Enterprises, Inc.

Delayed Standpipe Operations Investigated in Asheville Medical Building Fire

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Photo: C.J. Naum, 2010

 

Apparent delays with establishing a sustained water supply via the building standpipe system are being published in the Asheville Citizens-Times.com today. Direct link HERE

Published reports are indicating possible problems with water delivery to the standpipe system designed to supply water from a street hydrant system to the fifth floor of a burning medical office building likely delayed firefighters as they battled the deadly blaze, according to Fire Department radio transmissions.
Nearly 25 minutes passed from the time the first trucks left their stations about 12:30 p.m. Thursday until a company reported they were finally putting water on the blaze at 445 Biltmore Center from a ladder truck.

Typical Standpipe Stairwell Valve Connection

Firefighters repeatedly made references to a lack of water, even as they reached the fourth floor and made their way toward flames one floor above according to same publication. They are referencing transcripts from fireground radio transmissions. HERE.

  • Asheville NC Fatal FF Mayday Audio 7/28/11; The audio has been edited and most of the Mayday audio from the FF has been edited out

The lack of timely application of water as a suppression agent to disrupt the progressing fire growth and magnitude could contribute towards increased fire severity based upon the fire load package and heat release rate and likely contribute towards untenable interior conditions in the absence of a vent path and confinement of the escalating products of combustion due to fire growth.

  • Refer to the CommandSafety.com posting HERE with a typical floor layout plan and interior photos
  • Reports indicating delays and challenges in gaining access into various rooms and locations are also being reported whcih should be expected based upon typical medical office layouts and configurations.

Vent path considerations, when addressing interior suppression operations, ventilation profiles and avenues and fire and heat propagation all have considerations and applications when working a seated fire within a compartment fire in a commercial occupancy

Refer to the following links for some further insights on the aforementioned elements and factors;

 

 

Fire Location on the Number Five Floor. Medical Office Building Copyright 2011 Microscoft Pictometry Birdseye View Pictometry Intl. Corp

 

 

  •  PDFs On Standpipe Systems: HERE and HERE
  • San Diego Fire & LIfe Safety Services LINK HERE
  • FDNY Standpipe Operations, HERE
  • STANDPIPE SYSTEM OPERATIONS: ENGINE COMPANY BASICS BY ANDREW A. FREDERICKS, FDNY (1996),

 

Medical Office Building Multiple Alarm Fire Leds to Fire Captain LODD

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Medical Office Building A multiple 4-alarm fire took command of a medical office suite located in a five story non-sprinklered Medical Center Office Building in the City of Asheville, North Carolina on Thursday July 28, 2011.

The mid-day fire was reported on the fifth floor at 445 Biltmore Center medical offices and was found extending from exterior perimeter windows as arriving companies went to work.

According to published reports, companies encountered heavy smoke and heat conditions. As initial suppression operations were being conducted, coordinated search and rescue operations were assigned and being conducted.  AFD Capt. Jeff Bowen was among the first alarm assignment of firefighters to reach the building’s fire floor as unabated fire development and growth caused the perimeter windows to fail causing fire extension to the exterior and the induction of fresh air onto the fire floor. The intensity of the flame front and extension was evident as photographed out fifth-floor windows.

Fire Showing During primary search and rescue operations, approximately 45 minutes into the operations Captain Bowen transmitted a mayday for reasons undetermined at the present time. Heavy smoke and pronounced heat conditions filled that top floor, where he and fellow firefighter Jay Bettencourt were conducting search efforts.  Command quickly directed efforts to manage the mayday with companies deployed to support the RIT and mayday. There were reported sixty fire fighters assigned the suppression and rescue operations for the multiple alarms. About 200 patients and staff were in the building at the time of the fire.

Captain Jeff Bowen, Asheville FDPreliminary information suggests that Captain Bowen went into cardiac arrest after succumbing to intense smoke and heat, the city said in a statement released on Friday. Firefighter Bettencourt was transported to the Joseph M. Still Burn Center at Doctors Hospital in Augusta, Ga., for treatment. He was listed in critical condition Thursday night. Nine other firefighters were taken to the hospital in connection with the blaze. Six remained hospitalized late Thursday. Three were treated and released, according to Mission spokeswoman Merrell Gregory and published reports. Captain Bowen was a thirteen year fire service veteran and was a husband and father of three children. He was 37 years of age.

The Building comprising the occupancy at 445 Biltmore Center medical offices was occupied by the Cancer Care of WNC which had its laboratory and information and technology offices on the fifth floor.

The building was constructed in 1982 and was not required by codes to have a sprinkler system at the time of occupancy. Since that time, state code provisions have changed that mandate sprinkler system protection. There were no requirements for retrofitting according to published reports.

The five story building with non-combustible construction classification consisted of approximate 120,000 square feet of space with approximately 20,000 SF per floor level.  

Links

 

Remembering Hackensack and Gloucester

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Hackensack (NJ) Ford Fire July 1, 1988

As we approach the July 4th holiday period, two significant LODD incidents previously occurred during this time frame that hold a number of lessons learned related to command management, operations, building construction principles and building performance, fire behavior and the ever present dangers of the job.

Take the opportunity to learn more about these events, and expand your insights and knowledge base.

Take a moment to reflect upon the supreme sacrifice made by these heroic firefighters and the messages that lay within the pages of the incident case studies, reports and summaries.

There’s a lot of practical safety and operational information on these events along with a tremendous volume of information in the various text books on strategy and tactics, incident command and building construction.

Learn from the past so we don’t repeat it. Remember- NO MORE HISTORY REPEATING EVENTS!

The Hackensack Ford Fire & Collapse occurred nearly ten years AFTER another tragic LODD event involving a bowstring truss roof collapse; the August 2nd, 1978 FDNY Waldbaum’s Fire, Brooklyn, New York that took the lives of six FDNY firefighters.

Street Smarts for Safety and Survival…………Stay safe.
Additional Relevant Safety considerations, HERE and HERE

Twenty-Three Year Anniversary Hackensack Ford Fire and Truss roof collapse, Hackensack Fire Department. July 1st, 1988

Pause to remember our brothers who made the ultimate sacrifice twenty-three years ago, on July 1st, 1988 and the lessons learned from this event.

On July 1, 1988 Hackensack’s Captain RICHARD L. WILLIAMS, Lieutenant RICHARD REINHAGEN, Firefighter WILLIAM KREJSA, firefighter LEONARD RADUMSKI, and Firefighter STEPHEN ENNIS lost their lives at Hackensack Ford when a bowstring arch truss collapsed entrapping them in the area below. The five firefighters were in the structure, a bowstring truss building, when the roof suddenly collapsed a 60-foot square section of the building’s wood bowstring truss roof collapsed, and an intense fire immediately engulfed the area. Williams, Kresja and Radumski were killed instantly, and four other firefighters escaped. Reinhagen and Ennis survived the initial collapse and found refuge in a tool room where they spent the next 13 minutes calling for help.. . despite heroic rescue attempts, succumbed to carbon monoxide poisoning. Approximately 90 minutes after the collapse, firefighters located the bodies of their fallen comrades.

Three (3) building factors contributed to the collapse of this bowstring trussed roof:

• Alterations that consisted of a heavy ceiling of cementitious material on wire lathe;
• Auto parts storage in the attic; and
• The Fire burned for a significant length of time and was well advanced prior to detection.
• This roof collapsed 35 Minutes after the initial units arrived.

Remember:
• CAPT. RICHARD L. WILLIAMS, Engine Co. No. 304
• LIEUT. RICHARD REINHAGEN, Engine Co. No. 302
• F/F WILLIAM KREJSA, Engine Co. No. 301
• F/F LEONARD RADUMSKI, Engine Co. No. 302
• F/F STEPHEN ENNIS, Rescue Co. No. 308

NFPA SUMMARY
Hackensack, New Jersey Fire Fighter Fatalities July 1, 1988

Five fire fighters from the Hackensack, New Jersey Fire Department were killed while they were engaged in interior fire suppression efforts at an automobile dealership when portions of the building’s wood bowstring truss roof suddenly collapsed. The incident occurred on Friday, July 1, 1988, at approximately 3:00 p.m., when the fire department began to receive the first of a series of telephone calls reporting “flames and smoke” coming from the roof of the Hackensack Ford Dealership.

Two engines, a ladder company, and a battalion chief responded to the first alarm assignment. The first arriving fire fighters observed a “heavy smoke condition” at the roof area of the building. Engine company crews investigated the source of the smoke inside the building while the truck company crew assessed conditions on the roof. For the next 20 minutes, the focus of the suppression effort was concentrated on these initial tactics.

During this time, however, little headway appeared to have been made by the initial suppression efforts, and the magnitude of the fire continued to grow. The overall fire ground tactics were shifted to a more “defensive” posture (exterior operation) and the battalion chief gave the order to “back your lines out.” However, before suppression crews could exit form the interior, a sudden partial collapse of the truss roof occurred, trapping six fire fighters. An intense fire immediately engulfed the area of the collapse. One trapped fire fighter was able to escape through an opening in the debris. The other five died as a result of the collapse. This incident and several others before and since, provide important lessons to the fire service regarding the fire ground hazards of wood truss roof assemblies.

This NFPA Summary may be reproduced in whole or in part for fire safety educational purposes as long as the meaning of the summary is not altered, credit is given to NFPA and the copyright of the NFPA is protected.

Following is an excerpt from the New York Times article:
Demers contended that Chief Williams, primarily because of the volume of fire on the rooftop, should have ordered nine firefighters out of the garage within 7 minutes of his arrival. The order to pull out was given at 3:34 p.m., about 30 minutes after his arrival, the report said.

  • “This radio message was not acknowledged by any companies,” the report said.

The roof collapsed at 3:36 p.m. Three firefighters were hit by burning debris and killed, four escaped, and two, Lieut. Richard R. Reinhagen and Stephen Ennis, took refuge in the tool room.

  • At 3:39 p.m., Lieutenant Reinhagen began to radio his location and appeal for help, the report said.

In one of the major communications flaws cited by Mr. Demers at the fire scene, all departmental communications were transmitted on a single channel, or frequency. Consequently, Lieutenant Reinhagen’s appeals for help were intermingled with orders for deploying men and hoses and instructions to arriving companies.

  • “You have to hurry, we’re running out of air,” Lieutenant Reinhagen said at 3:42 p.m.

Headquarters then radioed to Chief Williams: “Expedite on that, they’re running out of air.” The transcript did not show any response from Chief Williams.Over the next 6 minutes, through 3:48 p.m., Lieutenant Reinhagen made 10 more calls. None was answered. For three of the minutes, bells indicating depletion of his air tanks’ supply were ringing repeatedly. At one point, a civilian who overheard the ringing on a radio scanner called fire headquarters to tell officials of the noise.

At 3:49 p.m., the Lieutenant radioed: “Chief, this is Lieutenant Reinhagen. I’m still stuck back in the right rear of the building in the closet. We are out of air in a closet. We’re out of air.”
“What’s your location?” Chief Williams said. The response was inaudible and the Chief began ordering water from a truck.

At 3:50 p.m., the Lieutenant got the Chief directly and repeated that they were “stuck in a closet” and “out of air.”

  • “Stuck in a closet?” Chief Williams asked.

Twelve seconds later, the Chief Williams asked: “Where you at?”

  • “Right there in the closet,” came the response.
  • Fourteen seconds later, Lieutenant Reinhagen radioed again: “Help. The right rear. Out of air. Anybody out there? Stuck in the closet, right rear. No air. Help.”

The Lieutenant was asked if he was on the first or second floor. “First floor, underneath the collapsed ceiling,” the Lieutenant said at 3:52 p.m. It was his last transmission. Firemen eventually punched a hole through an exterior wall about 10 feet from the tool room, but saw only a mass of flame, Mr. Demers said. The burning timbers were leaning against the tool room, he said, but neither fireman was burned.

Learn from the past so we don’t repeat it. Remember- NO MORE HISTORY REPEATING EVENTS!

Some Open Questions;

  • What impact did the Hackensack Ford Fire & Collapse have upon you in your career?
  • Were you aware of this event and its lessons learned prior to this posting?
  • What do you feel you need to learn related to Building Construction, Fire Behavior or Strategy and Tactics related to various occupancies and construction types?
  • What is you knowledge base on Truss Construction related to Timber Bow String or Engineered Structural Systems?

Additional References:
NFPA REPORT, HERE

Dave STATter’s 2008 Coverage, HERE

Fire Rescue Magazine Article, A Failure in Command; HERE

Lessons Learned from Tim Sendelbach, Editor-in-Chief, FireRescue magazine, HERE

Other Resource Links:
http://www.wusa9.com/news/columnist/blogs/2008/06/hackensack-ford-20-years-later.html
http://query.nytimes.com/gst/fullpage.html?res=940DE3D6143FF931A357
http://www3.gendisasters.com/new-jersey/6534/hackensack-nj-fire-aut
http://www.nfpa.org/itemDetail.asp?categoryID=442&itemID=18676&;…;…

Memorial Park, Hackensack, NJ (http://www.cyberonic.net/~mikef6/p0000120.htm)

Three Firefighters and Three Sisters Killed in Gloucester City, New Jersey Building Collapse during Fire Attack, Rescue Operation, July 4th, 2002

Gloucester City (NJ) Collapse 2002

On July 4th, 2002 at 0136 hrs.,The Gloucester City Fire Department was dispatched to 200 North Broadway for a reported house fire. Responding units were advised that occupants may be trapped. First arriving units were on location in less than three minutes.

They found heavy fire on all exposures of a three-story multi-family dwelling and initiated a search for entrapped occupants. (Various reports from bystanders were at times conflicting regarding the number and location of victims). While providing an aggressive interior attack and rescue operation, an occupant was rescued from the dwelling. Due to the severity of their injuries they were unable to give direction regarding the whereabouts of any other occupants.

While all hands were operating by continuing an aggressive interior attack and rescue, a partial collapse of the structure occurred. An emergency evacuation signal was sounded and while that was commencing a further and much more substantial collapse occurred trapping eight firefighters inside the burning debris.

Additional specialized collapse rescue resources were requested, firefighter accountability was initiated and rescue efforts were intensified. Five of the eight trapped firefighters were rescued. Three of the eight gave the ultimate sacrifice in service to their fellow man. Unfortunately these three children did not survive. A total of nine victims were transported to area hospitals, one civilian and eight firefighters.

Remember:
• James Sylvester
Fire Chief, Mount Ephraim Fire Department
Sylvester, 31, a 17 year veteran, was survived by his wife, who was pregnant with the couple’s first child
• John West
Deputy Chief, Mount Ephraim Fire Department
West, 40, a 23-year veteran, was survived by his wife and three children
• Thomas G. Stewart III
Paid Firefighter, Gloucester City Fire Department
Stewart, 30, a 13 year veteran, was survived by his fiancée and their son. Stewart publicly proposed to his girlfriend, hours before the fire while they watched the city’s fireworks from high atop a fire truck ladder at Gloucester City High School.

NIOSH REPORT: Structural Collapse at Residential Fire Claims Lives of Two Volunteer Fire Chiefs and One Career Fire Fighter – New Jersey, HERE

Philadelphia Inquirer Posting, HERE

Everyone Goes Home Newsletter Article by Chris Collier, HERE

New Jersey Division of Fire Safety LODD Report, HERE

SUMMARY
On July 4, 2002, a 30-year-old male volunteer fire chief, a 40-year-old male volunteer deputy fire chief, and a 30-year-old male career fire fighter died when a residential structure collapsed, trapping them, along with four fire fighters and an officer who survived. At 0136 hours, a combination fire department and a mutual-aid volunteer fire department were dispatched to a structure fire. Local law enforcement radioed Central Dispatch reporting a fully involved structure with three children trapped on the second floor. The first officer on the scene assumed incident command and reported to Central Dispatch that the incident site was a three-story structure with fire showing and that people could be seen at the windows. Note: The female resident (survivor) was the person seen in the window.

The three children that were reported as being trapped did not survive and were later found in the debris. Additional units were requested, including a mutual-aid ladder company from a career department. Crews were on the scene searching for occupants and fighting the fire for approximately 27 minutes when the building collapsed.

NIOSH investigators concluded that, to minimize the risk of similar incidents, fire departments should;
• Ensure that the department’s structural fire fighting standard operating guidelines (SOGs) are followed and refresher training is provided
• Ensure that the Incident Commander (IC) formulates and establishes a strategic plan for offensive and defensive operations
• Ensure that the incident commander (IC) continuously evaluates the risk versus gain during operations at an incident
• Ensure that a separate Incident Safety Officer, independent from the Incident Commander, is appointed
• Ensure that fire fighters conducting interior operations (e.g., search and rescue, initial attack, etc.) provide progress reports to the IC
• Ensure that accountability for all personnel at the fire scene is maintained
• Ensure that a Rapid Intervention Team (RIT) is established and in position
• Ensure that the officer in charge of an incident recognize factors (e.g., structural defects, large body of fire in an old structure, etc.) when analyzing potential building collapse
• Ensure, when feasible, that fire fighters should respond together, in one emergency vehicle, as a crew
Additionally, municipalities should consider
• Establishing and maintaining regional mutual-aid radio channels to coordinate and communicate activities involving units from multiple jurisdictions

In order to minimize the risk of similar incidents, the New Jersey Division of Fire Safety identified key issues that must be addressed and remedies that should be implemented within all departments.

1. FACTOR: There appears to be a disconnect between career and volunteer personnel in the Gloucester City Fire Department (GCFD). Many personnel expressed the concern that the GCFD operated as separate fire departments rather than as one.

REMEDY: It is essential that all firefighters put individual differences aside in order to work together successfully as a team to achieve their common goal of saving lives and property.

2. FACTOR: The GCFD, faces a common dilemma associated with combination fire departments: staffing levels may be unpredictable depending on how many volunteers are available to respond to any one incident. This unpredictability can result in insufficient staff to perform required tasks until additional staff arrives.

REMEDY: Elected or appointed municipal officials need to make a commitment to the adequate staffing of the fire department and staffing levels must allow for compliance with the two-in / two-out provisions of the Public Employees Occupational Safety and Health (PEOSH) Standard 29CFR1910.134. The New Jersey Division of Fire Safety can provide assistance to the municipalities and provide examples of how this can be accomplished

3. FACTOR: Due to the limited number of firefighting personnel who arrived at this incident, all initial efforts were focused on the rescue of occupants. This postponed fire suppression operations until additional resources arrived. Because rescue and fire suppression operations were performed sequentially rather than simultaneously, the fire may have spread more quickly resulting in the early failure of the structure.

REMEDY: Sufficient personnel are critical to ensure that all necessary operations can be performed at the appropriate time. Furthermore, a continual size-up assessment must be maintained so that the Incident Commander (IC) can be kept aware of the conditions as the incident progresses. This continual size-up will allow the IC to modify the strategy and / or tactics as deemed necessary.

4. FACTOR: Although the GCFD was equipped with a thermal imaging camera (TIC), firefighters failed to utilize it for the initial search for victims. The TIC was also not used properly to analyze the scope of the incident and determine what tactics to employ.

REMEDY: Fire departments that possess TIC units should use them regularly during routine operations such as training, scene size up, search and rescue and structural fire fighting.

5. FACTOR: From the onset of operations, the Incident Management System (IMS) was not properly expanded as the incident progressed. Given the scale of this incident, the span of control quickly became too large for the IC to effectively manage and additional functions were not delegated to subordinates. Critical tasks such as safety and accountability were not effectively implemented.

REMEDY: N.J.A.C. 5:75 mandates that all fire departments utilize an IMS. It is a modular system, which allows the IC to apply only those elements that are necessary at a particular incident, and allows elements to be activated or deactivated as incidents escalate or decline. Fire departments are required to adopt written plans, or Standard Operating Guidelines (SOG’s) based on the IMS, to address different types of incidents. The NJ Division of Fire Safety distributed suggested SOGs upon adoption of this regulation and they continue to be available to all fire departments.

6. FACTOR: The GCFD did not assign a dedicated safety officer (SO) to observe operations and terminate potentially unsafe actions.

REMEDY: IMS regulations under N.J.A.C. 5:75 mandate the use of safety officers (SO’s) at all incidents. An SO is required to observe operations on the fire scene, identify next steps and order the correction of safety hazards to personnel. Given the scope of this incident, the IC should have assigned at least one SO.

7. FACTOR: The GCFD did not designate accountability officers to monitor each area of entry into the structure. Nor was a Personal Accountability Report (PAR) or roll sheet utilized to track personnel and monitor their functions. Therefore, the concept of accountability of personnel location, function, and time failed.

REMEDY: Although not enforceable at the time of this incident, the regulations for the NJ Personal Accountability System (NJPAS) under N.J.A.C 5:75 now require that fire departments utilize an accountability system. This system includes the designation of accountability officers and the use of PAR’s / roll calls, all within the framework of the IMS that is required to be utilized at all incidents. The NJ Division of Fire Safety is in the process of finalizing suggested SOGs and will distribute them to all fire departments when complete.

8. FACTOR: Although firefighters Sylvester and Stewart were equipped with Personal Alert Safety System (PASS) devices, they did not activate them prior to entering the structure. It should be further noted that their PASS devices were not automated; they had to be manually activated by the user. Firefighter West was not equipped with a PASS device.

REMEDY: PASS devices must be provided, used, and maintained in accordance with PEOSH regulations under N.J.A.C. 12:100-10 et seq. Although many departments still rely on PASS devices that must be activated manually, – devices that are acceptable by PEOSH regulations – they are not ideal because the firefighter must remember to activate the PASS device. For this reason, fire departments should strongly consider upgrading their SCBA to those employing automatic activating PASS devices.

9. FACTOR: The GCFD did not specifically designate the required personnel for the rescue of distressed firefighters through the establishment of Rapid Intervention Teams (RIT) or Firefighter Assist and Search Teams (FAST). Consequently, when the building collapsed, there was not a properly equipped team in place for immediate rescue operations.

REMEDY: IMS regulations under N.J.A.C. 5:75 require that fire departments utilize RIT or FAST to rescue distressed firefighters when operating in a hazardous atmosphere. The IC should request a RIT or FAST as soon as possible after dispatch to allow the team to arrive quickly.

10. FACTOR: Not all fire departments operating on the fire ground were communicating on the same radio frequency, which resulted in communication failures. Although, the Camden Fire Department (CFD) did have the capability to communicate on the GCFD “Fire 5” frequency they chose not to.

REMEDY: IMS regulations under N.J.A.C. 5:75 require that a communication system allow for inter-agency communication during mutual aid responses by providing a direct communication link between companies. Fire departments should work with other departments that are used routinely for mutual aid to ensure radio interoperability.

11. FACTOR: An emergency evacuation signal was sounded upon reports of a firefighter missing inside the structure before the impending collapse, however, the signal was never sounded at any other time prior to the collapse, nor was it sounded immediately after the collapse.

REMEDY: In the event an emergency evacuation becomes necessary and an emergency signal is required, N.J.A.C. 5:75 requires that fire departments utilize an emergency evacuation signal that is easily recognizable and distinguishable from all other fireground noises. The signal must be utilized when conditions on the fireground indicate an imminent and extreme risk to firefighters. At this time NJ DFS is finalizing a proposal that would establish a statewide emergency evacuation signal.

12. FACTOR: During this incident, fireground conditions were not properly analyzed, which led to the failure to recognize an impending building collapse.

REMEDY: Firefighters and officers need to learn the warning signs and causes of building collapses. Often following a collapse, as was the case with this incident, personnel on the scene report that the structure collapsed “without warning”. However, this is usually not the case; the reality is that the IC and firefighters simply failed to identify the indicators that were present prior to the collapse.

13. FACTOR: After removal of all victims, the remaining structure was demolished and the incident scene was cleared of all debris within 48 hours of law enforcement concluding their origin and cause investigation. This prevented a thorough assessment of the remaining structure in order to identify the cause and contributing factors of the collapse.

REMEDY: A protocol should be adopted to ensure that fire scenes are secured in a manner that not only allows for public safety, but also prevents immediate demolition. This will provide agencies with an opportunity to conduct any investigations that may be necessary.

14. FACTOR It was difficult to gauge the amount of training for all GCFD personnel due to insufficient record keeping. Although it was determined that the GCFD firefighters and officers met the minimum regulatory training requirements, many members did not possess a great deal of supplemental training with regard to structural firefighting. Additionally, the volunteer firefighters and officers often did not attend the scheduled departmental drills and rarely trained with the career personnel despite having frequent opportunities to participate.

REMEDY: Standards such as NFPA 1500 recommend that fire departments establish a regular training and education program that is commensurate with the duties and functions that firefighters are expected to perform. Additionally, proper record keeping is essential to certify that all personnel have received both required and supplemental training or education.

15. FACTOR: Qualifications of volunteer officers were difficult to judge and there were serious concerns voiced by the career members of the department regarding the suitability of some of the volunteer officers. This resulted in a lack of confidence by several career personnel in the volunteer officers and reluctance to take direction from them.

REMEDY: In addition to the NJ DFS requirement that all fire service supervisors obtain incident management certification; municipal officials need to establish uniform minimum qualifications for fire officers in order to ensure the effective provision of fire suppression services to the public. The NJ DFS recently adopted voluntary fire officer standards and will be developing a training curriculum to meet those standards.

16. FACTOR: It was not possible to determine if a smoke detector inspection was conducted in the building after a change in occupancy in October of 2001 as required by the NJ Uniform Fire Code. The city’s housing department, who has the responsibility for these inspections, was unable to provide documentation of such an inspection to either the Division of Fire Safety or to the Camden County Prosecutor’s Office. It was not clear whether smoke detectors were activated during this fire incident.

REMEDY: It is recommended that the responsibility for smoke detector inspections be transferred to the fire department to ensure complete and documented inspections.


Discovery Channel Special on the Gloucester City Incident. A must see for all Company and Command Officers…

Addtional Link on Bowstring Truss Safety Considerations;

Supervisor cleared on all charges in Deutsche Bank Building Fire that killed 2 FDNY Firefighters

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AP Photo

 

5-5-5-5 August 18, 2007

Published reports are being stating that the least senior of three construction officials in the Deutsche Bank manslaughter trial was acquitted of all charges today — after telling jurors that he had no idea the giant pipe he helped remove from the basement had anything to do with providing water to firefighters.

A construction foreman charged with the deaths of two firefighters in the Deutsche Bank building blaze was acquitted of all charges. Salvatore DePaola was cleared by a Manhattan jury of manslaughter and criminally negligent homicide on the eighth day of deliberations.

According to reports published in a number of NYC newspapers; “It’s a happy day and a sad day,” said DePaola. “We’ve still got two firefighters that are deceased.” Firefighters Robert Beddia, 33, and Joe Graffagnino, 53 perished after they raced into the burning Ground Zero tower in 2007.

Prosecutors argued that DePaola, who works for the John Galt Corporation, and two of his colleagues should have known a key firefighting pipe had been cut. Salvatore DePaola, 56, of Staten Island, broke into tears as he was found not guilty of manslaughter and reckless endangerment charges in the August, 2007, smoke inhalation deaths of firefighters Robert Beddia and Joseph Graffagnino.

“I had no idea it was a standpipe,” DePaola insisted of the primary physical evidence in the case — a 42-foot section of pipe that all three defendants were accused of intentionally disregarding and discarding after it crashed to the ground from the basement ceiling nine months before the fire.

The jury is still deliberating in the case of DePaola’s colleague, site safety manager Jeffrey Melofchik.

AP Photo   Deutsche Bank office building Fire in New York
 

Jurors have yet to reach a verdict on identical manslaughter and endangerment charges against their remaining defendant, Jeffrey Melofchik, 48, who worked as site safety manager for the demolition’s general contractor, Bovis Lend Lease. They will continue their deliberations tomorrow.

A third defendant, project asbestos abatement director, Mitchel Alvo, 58, has opted for a non-jury verdict; Manhattan Supreme Court Justice Rena Uviller has not said when she will render that decision.

As to who he thought should have been prosecuted in the defendants’ stead, De Paola — whose own son is a firefighter at Engine 160 in Staten Island — made a reference to “lieutenants” with the FDNY before his lawyer advised him to remain silent on that issue, given that deliberations are continuing.

Today was the seventh full day of deliberations in the three-month-long trial.

Previous CommandSafety.com coverage:

Other References and postings;

  • NY Daily News: Battle to save trapped firefighters
  • WABC: Fatal Deutsche Bank fire report released (2008)
  • FDNY Penalties After Deutsche Bank Fire
  • Lawyers: Evidence Withheld in Deutsche Bank Fire Trial
  • FDNY Disciplines Company Officers Following Tragic Deutsche Bank Fire
  • Attorney Claims Deutsche Bank Contractors Are “Scapegoats”  
  • Fire/EMS Safety, Health and Survival Week 2011, Day Seven; Fire Fighter, Fire Officer and Command Training and Preparedness

    3 comments

    Preparing for the Mayday Event; Not a matter of IF, But a Question of When… Are you ready? Are you Prepared?

    As the official Fire/EMS Safety Week 2011 begins to wind down, in many stations around the country this weekend is dedicated to training, drills and evolutions dedicated toward the many facets and functional elements that focus upon Surviving the Fire Ground – Fire Fighter, Fire Officer and Command Preparedness. 

    The Safety Planning and Resource Aid and Guide published by the IAFC and IAFF (HERE) and the direct link here 2011 Planning and Resource Aid for Training Deliveries provided resources and planning templates and suggested training and activities to support the focus and emphasis on fire ground survival, increased focus on firefighter operations and mayday elements crucial to company integrity, firefighter safety and operational excellence.

    Being ready for a mayday (mentally and physically), self-rescue and self-survival training and methodologies are mission critical when engaging in structural firefighting operations. Proficiencies, capabilities, rigor, demeanor and performance must be orchestrated in a manner that requires optimum execution of required actions and engagements to enable a successful outcome to a reported single or multiple mayday calls.

    On a crisp fall day in October, 2009 two fires, both in residential occupancies but over 350 miles apart had similar operational needs, deployment and fire suppression and rescue engagement consistent with modern firefighting practices, methodologies and expectations.

    In one, three firefighters become trapped, resulting in a mayday, bailout and resulting LODD of a 16 year fire service veteran. City of Yonkers (NY) Firefighter Patrick Joyce  died during the operations at a 3-Alarm fire in a three story residential occupancy while conducting search and rescue operations for reported trapped civilians. Incident overviews; HERE and HERE .

    The other structure fire in a residential occupancy in Syracuse, NY, results in a fire fighter mayday and successful RIT extraction that is captured on video.  Two structure fires with common elements, each with projected predictable outcomes based upon past fire department operational experiences at similar structures, occupancies and fire conditions and reports; however with two different outcomes.

    The program information from The IAFF Fire Ground Survival Program (FGS)which forms a major component of thsis year’s Safety Weeks activities with the focus on comprehensive survival-skills and mayday-prevention programming  incorporating incident-management best practices and survival techniques from leaders in the field, and real case studies from experienced fire fighters, with the FGS program objectives  aimed to educate all fire fighters to be prepared if the unfortunate happens.

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

    Here’s a recap of the Self-Survial Procedure insights from the FGS Chapter 3 Section;

    Self-Survival Procedures

    FGS Online Program Chapter 3
    To improve survivability in a Mayday situation, a fire fighter must know how to alert rescuers to his or her location and perform self-survival techniques. Through the study of fire fighter fatalities, NIOSH has identified specific actions fire fighters can take to help save themselves. Variations of this same NIOSH recommendation have appeared in numerous fire fighter fatality reports. These recommendations were used to create a self survival procedure that is easy to remember using a mnemonic (GRAB LIVES). Following these steps increases the likelihood of the rescuers finding and assisting the fire fighter to safety.
    When a fire captain died when trapped by partial roof collapse in a vacant house fire in Texas, NIOSH recommended in report number F2005-09 that trapped fire fighters should:

    • First, transmit a distress signal while they still have the capability and sufficient air.
    • Next, manually activate their PASS device. To conserve air while waiting to be rescued, try to stay calm and avoid unnecessary physical activity.
    • If not in immediate danger, remain in one place to help rescuers locate them.
    • Survey their surroundings to get their bearings and determine potential escape routes.
    • Stay in radio contact with the IC and other rescuers.
    • Attract attention by maximizing the sound of their PASS device (e.g., by pointing it in an open direction); pointing their flashlight toward the ceiling or moving it around; and using a tool to make tapping noises on the floor or wall. 

    The following video clip depicting FDNY Rescue Co. 1 operations at a Mayday, and provides some insightful and subtle commentary that should put some things in proper perspective about the job its hazards and the unexpected that can occur in the blink of an eye.

     

    Another exceptional training piece that we are providing again here on CommandSafety.com are the two part video clips provided by TheBravestOnline.com that covers the mayday distress cakk an subsequent RIT extraction of HFD Captain Joel Eric Abbt at a four alarm fire with civilian fatalities in a six story high rise office building on March 28, 2007.

    This video along with the information obtained from the FGS  program can provide substantial opportunites for training, discussions and dialog.  Take the time to watch the HFD vdeo and the elapsed time, communications and actions deployed. This mayday event had a successful outcome due to a variety of factors.

    The question is how prepared are you, your firefighters, the officers and commanders? Surviving the fire ground requires a  wide variety of skills, knowledge , training and experience.

    Training is the foundation from which proficiencies are developed. If your organization has invested in supporting this weeks activities, don’t stop here. There are additional day ahead to take teh momentum gathered from this week and use it to chart a new course of actions and committments for the weeks and months ahead. If you didn’t have the opportunity to engage or involve, its not a missed opportuity- just find the right time and place to have your own safety day of week.

    Houston FD Mayday Part 1

    Houston FD Mayday Part 2

    Other Training and Drill Opportunties

    Suggested Considerations include the follow, as well as encouraging Departments to identify and integrate local issues, needs and identified gaps or enhancements that can contribute towards operational excellence and safety integration

    • Review and Select a Near Miss Event Report from the National Fire Fighter Near Miss Reporting System or the Report of the Week (ROTW) series related to functional area topics or mayday actions and discuss the event in a small group or company setting to identify similarities or difference from your our organization. Is your company or department susceptible to a similar event? What should be addressed? http://www.firefighternearmiss.com/
    • Review and Select a NIOSH LODD Report from the NIOSH Fire Fighter Fatality Investigation Program related to functional area topics or mayday actions and discuss the event in a small group or company setting to identify similarities or difference from your our organization. Is your company or department susceptible to a similar event? What should be addressed? http://www.cdc.gov/niosh/fire/
    • Take out your Rapid Intervention Equipment and review the purpose and function of each piece of equipment. Identify and discuss alternative uses or tools that can be obtained or used in the event of unavailability, malfunction or additional resource needs. Discuss protocols, procedures, safety awareness and operational hazards, expectations and precautions. Inspection the equipment for operability and integrity.
    • Identify and select a recent departmental or local/regional incident event that was either a near-miss/close-call or transitioned into a mayday event. Discuss and facilitate dialog on lessons learned, gaps, enhancements or operational successes, achievements and positive elements. Identify any factors or elements that were presented in the FGS training series that are applicable to the event, strategies, tactics or operations: can anything be improved or enhanced?
    • Lead a discussion on how to call and initiate a Mayday. Discuss the factors and insights from FGS Program Chapter 3 Self-Survival Procedures and Chapter 4 Self-Survival Skills.
    • Select and lead a discussion on a pertinent incident case study from either the list provided or your own selection and discuss the relevancy of the event in terms of mayday operations, fire ground survival, incident outcome and relationship to your Department or agency. What is the relevancy, similarities or differences? Can this event or circumstances occur in your jurisdiction?  What can be done to prevent a history repeating event (HRE)?
    • Review and discuss Roles and Responsibilities for mayday events and operations. How do they match up with your operating procedures, policies and expectations?
    • Develop and facilitate a table top exercise (TTE) on a mayday event scenario utilizing a building in your first-due or response jurisdiction. Take photographs and integrate into your program. Refer to example of a simple TTE  attached or go to Fire Fighternation.com for an example here; http://www.firefighternation.com/forum/topics/box-2752reported-fire-in-an
    • Visit a residential or commercial construction site (with pre-arrival authorization and approvals) and tour the stage of construction, looking critically at the type of construction and structural systems being implemented, materials used, workmanship and signs of deficient or adverse conditions that may affect operational integrity, safety or collapse and compromise once the building is occupied. Discuss issues such as structural integrity, collapse risk, occupancy risk versus occupancy type considerations, avenues for fire travel, effects on fire load package and rate of heat release and projected fire intensity. How would you fire a fire in the occupancy? What will define the strategy and tactics that would be or should be selected and used?
    • In a controlled setting with or without PPE, Practice calling a mayday with the identified communication attributes defined in the FGS training program. Critique and practice the evolution until the group feels that it is acceptable.

    Here are some additional Resource Links to Support your training and drill needs;

    Selected References

    • IAFC: The Rules of Engagement for Firefighter Survival and The Incident Commanders Rules of Engagement for Firefighter Safety, HERE and HERE
    • NIOSH Publication No. 2010-153:NIOSH Alert: Preventing Deaths and Injuries of Fire Fighters using Risk Management Principles at Structure Fires, HERE
    • What’s on your Radar Screen; http://commandsafety.com/2010/07/whats-on-your-radar-screen/
    • Reflecting upon these days of June; http://commandsafety.com/2010/06/reflecting-on-these-days-of-june/
    • http://www.isfsi.org/Resources/ResourceLinks.aspx
    • ·         NIST References HERE and HERE 
    • ·         Fire Fighting Tactics Under Wind Driven Conditions Report, HERE 
    • ·         Reference Data HERE 
    • ·         NIST Firefighter Safety and Deployment Study; Report on Residential Fireground Field Experiments download at the NIST, HERE or Synopsis HERE 
    • Report: Trends in Firefighter Fatalities Due to Structural Collapse1979-2002
    • Report: Early Warning Capabilities for Firefighters:Testing of Collapse Prediction Technologies
    • ·         UL University on-line Program HERE 
    • NIOSH LODD Reports
      • Each year an average of 105 fire fighters die in the line of duty. To address this continuing national occupational fatality problem, NIOSH conducts independent investigations of fire fighter line of duty deaths. The dedicated web page provides access to NIOSH investigation reports and other fire fighter safety resources.
      • NIOSH Web Page HERE
      • Through the Fire Fighter Fatality Investigation and Prevention Program, NIOSH conducts investigations of fire fighter line-of-duty deaths to formulate recommendations for preventing future deaths and injuries. The program does not seek to determine fault or place blame on fire departments or individual fire fighters, but to learn from these tragic events and prevent future similar events.
      • Fire Fighter Fatality Investigation Reports, HERE
      • NIOSH Alert: Preventing Deaths and Injuries of Fire Fighters using Risk Management Principles at Structure Fires
        • Fire fighters are often killed or injured when fighting fires in abandoned, vacant, and unoccupied structures.
        • These structures pose additional and sometimes unique risks due to the potential for fire fighters to encounter unexpected and unsafe building conditions such as dilapidation, decay, damage from previous fires and vandals, and other factors such as uncertain occupancy status. Risk management principles must be applied at all structure fires to ensure the appropriate strategy and tactics are used based on the fireground conditions encountered.
        • Report HERE
        • NIOSH Report; Preventing Deaths and Injuries of Fire Fighters Working Above Fire Damaged Floors
          • Fire fighters are at risk of falling through fire-damaged floors. Fire burning underneath floors can significantly degrade the floor system with little indication to fire fighters working above.
          • Floors can fail within minutes of fire exposure, and new construction technology such as engineered wood floor joists may fail sooner than traditional construction methods.
          • NIOSH recommends that fire fighters use extreme caution when entering any structure that may have fire burning beneath the floor.
          • Report HERE
          • NIOSH ALERT: Preventing Injuries and Deaths of Fire Fighters due to Truss System Failures
            • Fire fighters may be injured and killed when fire-damaged roof and floor truss systems collapse, sometimes without warning.
            • The National Institute for Occupational Safety and Health (NIOSH) requests assistance in preventing injuries and deaths of fire fighters due to roof and floor truss collapse during fire-fighting operations. Roof and floor truss system collapses in buildings that are on fire cannot be predicted and may occur without warning.
            • NIOSH recommends that fire departments review their occupational safety programs and standard operating procedures to ensure they include safe work practices in and around structures that contain trusses. Building owners should follow proper building codes and consider posting building construction information outside a building to advise fire fighters of the conditions they may encounter.
            • ALERT Report HERE
            • National Near Miss Reporting System (NNMRS) Operating Experience
              • The National Fire Fighter Near-Miss Reporting System is a voluntary, confidential, non-punitive and secure reporting system with the goal of improving fire fighter safety.
              • Submitted reports will be reviewed by fire service professionals. Identifying descriptions are removed to protect your identity. The report is then posted on this web site for other fire fighters to use as a learning tool.
              • National Fire Fighter Near-Miss Reporting System Web Site, HERE
              • Search Reports, HERE
              • Resources, HERE
              • Prince William County (VA) Fire Rescue Kyle Wilson LODD Report-Remembrance and Learning’s HERE
                • Resources and Report
                • LODD Report Fact Sheet (23.9kb)
                • LODD Investigative Report (9.16 mb)
                • LODD Report Presentation (6.65 mb)
                • LODD Report Basic House Model (Section 1) (1.87 mb)
                • LODD Report Fire Model (Section 3) (5.16 mb)
                • LODD Flashover Chart (60 kb)
                • Prince William County (VA) Fire and Rescue Web Site, HERE
                • NIOSH LODD REPORT: Career fire fighter dies in wind driven residential structure fire – Virginia, HERE
                • NIST Fire Fighting Tactics Under Wind Driven Conditions: Laboratory Experiments
                  • A series of experiments was conducted in our Large Fire Laboratory to examine the impact of wind control curtains and externally applied hose streams on a wind driven fire.  The results from these experiments will allow us to better understand the fire dynamics within a structure and provide guidance as to the important measurements needed in the future experiments in a high-rise on Governor’s Island in New York City.
                  • Fire Fighting Tactics Under Wind Driven Conditions Report, HERE
                  • Reference Data HERE
                  • Colerain Township Eleven Minutes to Mayday; What You Need to Know HERE
                    • Colerain Township Department of Fire and Emergency Medical Services, Web Site HERE
                    • Investigation Analysis of the Squirrels nest Lane Firefighter Line of Duty Deaths April, 2010 Full Report HERE
                    • NIOSH Fire Fighter Fatality Investigation Report F2008-09| CDC/NIOSH July, 2009, Report HERE
                    • WLTW.com news report Summary HERE
                    • Charleston Sofa Super Store Fire; Final NIST Report
                    • Analytical Study Reveals Patterns in U.S Firefighter Fatalities Report 
                      • The entire report is available at a nominal fee, HERE; 
                      • Journal Reference: 
    1. Kumar Kunadharaju, Todd D. Smith, David M. DeJoy. Line-of-duty deaths among U.S. firefighters: An analysis of fatality investigations. Accident Analysis & Prevention, 2011; 43 (3): 1171 DOI: 10.1016/j.aap.2010.12.030

     

    Training Drill Template

    This Training Schedule Template utilizes a Three Hour, Thirty minute (3.5) Hour Format integrating Suggested basic Functional Area Topics as a lead-in introduction that can be interchanged based on local needs and incorporates two (2) primary modules of the IAFF Fire Ground Survival Program (FGS). Please note you can select any modules determined to be of local need or interests. An optional Weekend Session is attached for FGS Chapter 3 and 4 Module Deliveries and a Hands-on Field Exercise Component.

    Go HERE for the Color PDF Format

    Safety Week 2011: Surviving the Fire Ground-Fire Fighter, Fire Officer & Command Preparedness

    Functional Area 3.5 Hour Schedule with FGS Modules

    Time

    Hour Functional Area Key Issues and Considerations

    Reference and Links

    00:30 1 Fire Fighter Life Safety Initiatives Procedures, Policies and Guides
    • Discuss and facilitate discussion on organizational

     

    • Review key SOPs & SOGs related to Fire Ground Operations culture and safety

     

    • How does Safety Week 2001 fit into your operational environment?

     

    • Agency Mission Statement
    • Overview & Explanation: View | Download 
    • Initiative 1: CultureView | Download 
    • Initiatives 1 – 4View | Download 
    • Initiatives 5 – 8View | Download 
    • Initiatives 9 – 12View | Download 
    • Initiatives 13 – 16View | Download
    • Agency SOPs, SOGs, Policies
    • Agency Expectations
    • Company Expectations or Gaps
    • What defines your level of preparedness?
    00:30 Building Construction
    • Discuss pertinent issues relate to Building Construction that is present in your area

     

    00:30          

     

    2

    Review FGS Chapter 1; Preventing the Mayday  Modules 1-1 thru 1-4
    • Mayday Prevention
    • Pre-Planning
    • Building Construction
    • UL Structural Stability
    • LT Wt. Truss Systems
    • Overhead Hazards

     

    00:30 Review FGS Chapter 1;  Preventing the Mayday Modules 1-5 thru 1-8Continued
    • Mayday Prevention
    • Pre-Planning
    • Building Construction
    • UL Structural Stability
    • LODD Reports
    • Interior Size up
    • Reading Smoke
    • Air Management
    • Defensive Operations
    • Situational
    • Awareness
    • Rapid Heat Release
    • Fire Suppression OPS
    • NIST Fire Modeling

     

    00:30 3 Review FGS Chapter 2;Mayday Ready Modules 2-1 thru 2-3
    • Preparing for the Mayday
    • Are You Ready?
    • Mayday Training
    • Personal safety Equipment
    • Tools & Equipment
    • Mission Critical Resources

     

    00:30 Review FGS Chapter 2;Mayday Ready Modules 2-4 thru 2-5Continued
    • Three Point Communications
    • Role of Dispatch
    • Personal Radio Position
    • Communications Training
    • Radio Discipline
    • Comm Order Model
    • Portable Radios
    • Why “Mayday?”
    • Accountability

     

    00:30 4 Wrap-up and Closing Discussions
    • Facilitate discussion on the presentations
    • Are there any identified gaps or identified areas for improvement?
    • How will the information presented be implemented during future shifts or operations?
    • What level of individual and/or company level accountability can be implemented?
    • How can the organization become safer and effective to minimize and reduce risk to mayday events to improve fire ground survivability?
    • Agency Specific and/or developed or;
    • Utilize  resources from the Functional Matrix
     
    00:00  
    •  
    •  
     

    Fire/EMS Safety, Health and Survival Week 2011, Day Six; From Waldbaum’s to Hackensack-Worcester to Charleston; Legacies for Operational Safety

    3 comments

    Fire Service Tradition and The Brotherhood

    For those of you that follow or have attended one of my many seminar and lecture program offerings, one program seems very pertinent in both context and content on this, the Sixth Day of Fire/EMS Safety Week 2011 that resonates around the theme and focus of Surviving the Fire Ground – Fire Fighter, Fire Officer and Command Preparedness.

    “From Waldbaum’s to Hackensack-Worcester to Charleston; Legacies for Operational Safety”; in most cases, any discussion of these four landmark incidents in the fire service leads directly to a rich discussion and dialog on a myriad of facets, aspects and issues characteristic of the incidents; the time, the place, the circumstances, the names and faces, the deployment, the operations, the challenges and the tragic outcomes.

    The legacies of these iconic events as well as so many others of national prominence and impact; and others with lesser national significance, but having far reaching implications, impacts and power on the regional and local levels continue to shine in the remembrance, honor and memory of those impacted by those events and incidents.

    I still find it astonishing during my lecture travels around the country lecturing and presenting these programs on building construction and fireground operations, that when those in attendance were posed with a simple question; “What do the Walbaum’s Fire and Hackensack fire share in common?”, the response at times was less than stellar, or at best difficult to solicit let alone convey the commonalities.

    The more seasoned and experienced veterans (translation; older firefighters) when present, were able to convey some information on the subject – Some, with a firm and reflected understanding of the question and its ramifications, others not so much. But yet, the true essence of the basic incident particulars and the lessons learned in most cases failed to be fully conveyed. It’s sad to state but; we are not remembering the past!

    History Repeating Events-Integrate into your Training

     

    Are the fire service legacies of the past and the lessons learned from those incidents and the sacrifices that were made transcending time? Or are they lost in the immediacy of day to day challenges, issues and operations.

    Or are these events, lessons and operations issues dismissed and disregarded as a result of their “time and place” not being relevant to “today’s” operations and modern fire service advancements or lack the relevancy to local organizations, operations, make-up and risks. Is it just a “Big City” issue or is it a failure to comprehend the commonality of the event parameters and distill those lessons learned and operations into the essence that is formulative of all of our organizations and operations?

    Surviving the Fire Ground – Fire Fighter, Fire Officer and Command Preparedness, has a multitude of facets, features and functional elements. I spoke of some of these commonalities in a previous post this week on Day Two (HERE).

    I’ve spoken on numerous occasions about History Repeating Events (HRE), and the common themes related to fire fighter line-of-duty deaths, close-calls, near-misses, maydays and incident operations that had less than desirable outcomes or performance.

    These History Repeating Events and incidents on a wide variation of scale, outcome and operations have common issues, apparent and contributing causes and operational factors that share legacy issues that the fire service at times fails to identify, relate to and implement. In other words, (we) fail a times to learn from the past or we make a deliberate choice to ignore those lessons and the apparent similarities and prevailing fireground indicators due to other internal or external influences, pressures, authority, beliefs, values or viewpoints.

    What are we Learning? What are we Applying?

    We make choices and we determine our direction, path and destiny. Officers, Commanders, Companies fail to connect with situational factors, parallels and signs that have the full potential to direct the incident towards favorable or disastrous conclusions.  The Job isn’t as fatalistic as we sometimes make it out to be.

    The prevailing topical areas being addressed this year during Safety week have focused on the mayday component of an incident operation and have included:

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

    There’s ample opportunity this week or in the weeks ahead to do some insightful research or cull some information on the four legacy events we discussed earlier;

    • FDNY Waldbaum’s Fire (1978) HERE and HERE
    • Hackensack (NJ) Auto Dealership Fire (1988) HERE and HERE
    • Worcester (MA) Cold Storage Fire (1999) HERE and HERE
    • Charleston (SC) Sofa Super Store (2007) HERE and HERE

    These have tremendous Legacies for Operational Safety, lessons and a wealth of applications for Safety Week and for training, dialog, discussions, tabletops, skillsets and drill activities throughout the entire year.

    Integrate the lessons from these as well as other legacies and HRE into your Surviving the Fire Ground – Fire Fighter, Fire Officer and Command Preparedness; training and deliveries. The reality is, we, the present generation of veteran firefighters and officers have the profound obligation and responsibility to recognize the importance of passing along the lessons of the past as well as integrating and playing forward the lessons of our life’s journey throughout our fire service careers; the events of our day and the profound tough lessons and sacrifices learned the hard way. Understand and embrace the shared responsibilities, accountability and requirements that contribute towards Surviving the Fire Ground.

    We sometimes need a receptive, sympathetic and compassionate audience that is willing to listen, hear and comprehend the messages conveyed. There needs to be a high degree of empathy related to these past History Repeating Events, the legacies of national, regional and local level prominence. For each event, each and every line of duty death, close-call, near-miss and mayday event has a message and a Legacy of Operational Safety.

    Make the time to research, learn and understand the factors of these events, the lessons and opportunities that are borne from each and how they relate to the theme, message and initiatives that make up Fire/EMS Safety, Health and Survival Week and beyond.

    Here’s a great Resource from FDNY’s 2011 Safety Initiatives,  SurvivingtheFireground_SafetyWeek2011(2)_0

    Prepare for the When, not the IF

    Fire/EMS Safety, Health and Survival Week 2011: Day Five: Near-Misses, Maydays and Floor Collapses

    1 comment

    Do you know what's underneath you as you're making entry?

    During the last quarter of 2010 and leading well into the second quarter of 2011 there has been a significant emerging trend developing in basement fires, compromised floor systems and assemblies leading to collapse and numerous near-miss events, close calls and unfortunatly, line of duty deaths during fire operations.

    If you’ve been paying attention to the various news and on the job reports these past number of months, you may have noticed the increasing numbers of emerging trend evident in near miss, close-calls resulting in maydays, RIT deployments and self-rescue resulting from floor compromise and floor collapse. The double line of duty deaths of two San Francisco (CA) Fire fighers while operating in a Terraced (Hillside construction) residential occupancy while operating below the base level diaphragm (upper street level access). (HERE)

    In December 2010,  I was doing some research and posting links related to the first one or two events on Buildingsonfire on Facebook, HERE, it became evident at the time that there was an immediate opportunity to get some learning’s and insights out. If you have a chance head over to Facebook and link into Buildingsonfire and check out the incident links posted as well as some immediate report links. (Demember 2010 time frame)

    In a coincidential posting on July 28, 2010, I posted on CommandSafety.com an interesting incident that I came across while preparing for a new post related to a near-miss event that occured in which a Camp Taylor (KY) firefighter survived a floor collapse that momentarily trapped him proximal to the seat of a working basement fire. Camp Taylor (FD) Captain Michael Long sustained second and third degree leg burns after falling through the floor of the burning home and subsequently being rescue by other fire department personnel after calling a mayday.

    This event has all the ingrediants the the 2011 Safety Week focus on Surviving the Fire Ground and managing the Mayday. Little did I know that later, in February 2011, while participating in the National FireFighter Near-Miss Reporting System Stakeholders meeting in California, would I have the chance to hear Captain Long’s story first hand, and then also have the opportunity to have him as a guest, sharing his story live on the Taking it to the Streets Radio program in February. (HERE)

    Camp Taylor (FD) Captain Michael Long’s near-miss and story of survival resonates with this year’s theme of  Surviving the Fire Ground- Firefighter, Fire Officer and Command Preparedness and Managing the Mayday and provides an opportunity to focus on the event in this, Day Five of the 2011 Fire/EMS Safety, Health and Surival Week activities. The details of Captain Long’s story can be found on the National FireFighter Near Miss Reporting System web site (HERE) as well as in the June 2011 issue of Fire Engineering Magazine titled, Floor Collapse: A Survivors Story. Let me state upfront also the Captain Michael Long will be presenting the accounts of his near miss event and the lessons-learned at IAFC Fire-Rescue International Conference in Atlanta in August (HERE).

     On July 25, 2010, Captain Michael Long of the Camp Taylor (Ky.) Fire Protection District fell through the floor of a house during a four-alarm fire and suffered severe burn injuries. On Aug. 30, 2010, Capt. Long submitted a near-miss report based on this event. The National Fire Fighter Near-Miss Reporting System is an anonymous and confidential reporting system; however, Capt. Long wanted to have his name associated with this report so that others would understand the value of sharing near-miss events. What follows is an excerpt from his report and excerpts from a recent phone interview. To read his full report, including an extensive lessons learned section, search by report number for report #10-1072 on the Search Reports page of www.firefighternearmiss.com.

      

    Near Miss Report Event #2010-1072

      

     “I made sure my crew was ready to enter, sounded the floor for stability and then crossedover the threshold, entering the structure. When I was approximately 5 feet inside the structure, I felt the floor start to give way. I turned toward the front door to try to bail out, and at the same time yelled at others to get out, when the floor system collapsed. This was no ordinary collapse. More than two-thirds of the first floor collapsed simultaneously. The living room, dining room, kitchen, bathroom and foyer all fell at once. “When the collapse happened, I was the only one who fell into the basement, right into the heart of the fire. All I could see around me were flames.

    I could not see the hole that I had fallen through. I could not see my fellow firefighters above me. All I could see was fire. I began to try to find something to use to climb back up with. Since I did not know what type of collapse had occurred, I just started clawing away at anything as I was trying to climb. During this time, my legs were burning.

    Fire was burning up between my boots and my bunker pants. The pain was intense. My deputy chief was trying to put a line on me for protection, but the fire was extremely intense. He was lying on the porch with fire shooting out over his head. He stated he could occasionally see the top of my helmet and the reflective stripes on my coat sleeves.

    By a bit of luck, a roof ladder was laying in the front yard that had just been taken off the roof after the completion of a ventilation operation.

    My deputy chief directed the crew to put the ladder into the hole for my escape. “By this time, I was burned on my legs and struggling with exhaustion and the intense heat. I was screaming both from pain and due to fear. I could hear screaming coming from above, butwas unable to make out the majority of it. I finally heard the word “ladder” and then felt something across my back. Once they got the ladder into the basement, I had to get around to it. I still could not see anything but fire, so this was all by feel. As I started up the ladder, I got two rungs up, reached for the third rung, and lost my grip and fell back into the basement landing on my back. I was so exhausted that I started making my peace with God that this was where I was going to die.

    For the full excerpt from Captain Long’s near miss report go to the NFF Near Miss Reporting Site and Resource Link, HERE

      

    Captain Long

    Incident Lessons Learned from Captain Long:

    • Train as if it is real. Train, train, train, and then train some more. Take advantage of every opportunity to train. The better we are trained, the less our chance of injury. The training must be physically and mentally. Crews must focus on more hands-on scenario-based training that allows for problem solving. If crews are taught that the outcome to every scenario is static, they are not being encouraged to think. Every run is different; no single solution applies to every situation. Adaptations or decisions that are not in step with changing conditions can actually be disadvantageous. We must make the right decisions based on the correct interpretation of the environment and blend those observations with our knowledge, skills, and abilities to map a course of action that will lead us to a successful outcome. Read reality and come up with the best possible plan. In my situation, quick thinking and adapting to the problem that presented itself saved my life.
    • Mutual-aid training is a must. We must train more with our neighboring departments to improve operations. It is occasionally difficult to work in situations where you do not really know with whom you will be working or where the command structure and tactics differ from those of your department. We all learn from the same book; however, the interpretations and tactics differ from person to person and department to department. I am not saying anyone is right or wrong in the way they do things—we all just need to do a better job of understanding that there is more than one way to get the job done.
      We cannot know exactly how everyone on an emergency scene will perform because each person has a different interpretation of his surroundings and role in the system. Standard operating guidelines (SOGs) can assist in this area, but SOGs rely on perceptions and interpretations by individuals to be implemented as intended. Accidents often happen because everyone has a unique perspective on the environment, and each makes different decisions based on their perception.
      We must perceive the environment correctly to ensure we make the right move. If these actions are not communicated and coordinated in the intricate system that is the fireground, accidents will be the inevitable and regrettable results. Training and frequent reviewing of SOGs are vital to our safety.
    • Risk assessment. Sounding the floor prior to entry is not always a good indicator of the floor’s stability. Less than two minutes before I made entry, there were three other firefighters, at least the same weight as I, in the same area where the collapse occurred. Everything changed in a very short time. There was no warning. Adkins told me at the hospital that all he heard was a “whoosh” sound when the floor collapsed. Then I disappeared. Within two minutes, the floor assembly went from being able to sustain a live load of at least 900 pounds in that area (accounting for gear, equipment, SCBA, and so on) to collapsing with about a 300-pound load, and I was close to a load-bearing wall. A good way to evaluate risk vs. gain is to get the most accurate report on burn time as possible to help determine structural integrity.
    • Rapid intervention. RIT is a critical fireground benchmark and is very important for safety, but it would have been ineffective in this situation. Had my crew not reacted the way they did immediately, I would not have been able to last long enough to wait for the RIT. In the time it would have taken for the RIT to gear up, come up with a plan, and enter, I would have died. The stars aligned in my favor that night. The person calling the Mayday or a nearby crew often mitigates personnel emergencies. My crew was able to act decisively at the correct time, and I am alive because of it. It is important to remember that a large percentage of Maydays are mitigated by the crew to which the lost firefighter is assigned or a nearby crew. RIT deployments account for a small number of rescues; we must always be alert and ready for the “incident within the incident.”
    • Manage your emotional response. From a personal standpoint, you must rely on your training and try not to panic. Know your equipment and procedures well. I did panic, but I was still able to keep myself together enough to know not to leave the area since I had been told that the stairs had burned away. Keeping my SCBA on, resisting the emotional reaction to remove my mask because of claustrophobia, was a huge factor in my survival. If I had tried to find another way out, my crew could not have gotten to me with the ladder. Had I removed my mask, the story would have ended quite differently. When I teach, I try to train as if it is the real thing. Never take a run for granted. Always expect the worst; you will be better prepared to deal with the unexpected.
      If we continually study accident reports and learn from them, the likelihood of being surprised will be diminished. Peter Leschak writes in Ghosts of the Fireground: ”In fire and other emergency operations, you must not only tolerate uncertainty; you must savor it, or you won’t last long. The most efficient preparation is a general mental, physical, and professional readiness nurtured over years of training and experience. You live to live. Preparing is itself an activity, and action is preparation.”
    • Talk about it. Critical incident stress debriefing (CISD) is important for ensuring that personnel from all departments on scene are taken care of emotionally. CISD needs to extend beyond just one or two briefings. Personnel involved in a highly emotional event must be given the opportunity to speak to a trained CISD team member early and be given as much time as is needed to work through their issue. Some firefighters have a macho attitude and try to deal with their emotions on their own, or maybe they don’t deal with them at all. Others self-medicate with alcohol or, worse, these difficult emotional events are allowed to fester with no relief. People should be accepting of those who deal with issues up front and tell their stories. Telling these stories makes us better and helps to keep us safe. This reduces the possibility of “snapping” because you have too much pent-up emotion.
      My fellow firefighters are still affected by this event, even those who were not there. Department personnel must be open-minded and receptive to the fact that emotional events will affect your performance and your personal life and that it is acceptable to be open and deal with them. When difficult emotional situations present themselves, members should attempt to deal with them as soon as possible.
    • Know what is possible and what is not. Know the experience level of your crew. Going into a bad situation with a crew that may not have exposure to a lot of different situations or that you aren’t that familiar with could make operations more difficult. I had everything from a 30-year veteran to a one-year recruit, so the experience level was all across the board. I knew that the situation we were going into was getting worse and required quick action, so I took the lead to ensure that the operation would be completed as quickly as possible. I knew my deputy chief would be watching us to ensure things were proceeding safely. I knew my crew could get the job done; however, this was an operation that is not often practiced and I wanted to make sure it was done correctly. I will not send my crew into an area that I am not comfortable going into. The more you train and the more people you can train with, the better you will understand your capabilities.

     Listen or download the special interview I had with Captain Mike Long as well as

    Taking it to the Streets Radio Program and Interview with Capt. Long

     

    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 

    Taking it to the Streets: Near Miss Reporting and One Captain’s Close Call

    Podcast: Play in new window | Download

    The progam was taped from the Live Broadcast on March 16th at 9pm EST

    Taking it to the Streets: Near Miss Reporting and One Captain’s Close Call

    On Your Street, In Your City, Across the Country, Around the WorldTM

    The direct show link is here

    The line-up of Program guests included, Lt. Steve Mormino, FDNY (ret), Captain CJ Haberkorn Denver (CO) Fire Department and Special Guest Captain Michael Long, Camp Taylor (KY) Fire Protection District.

    Grab a cup of coffee and sit down for a special two part, two hour program with Taking it to the Streets on Firefighernetcast.com where we’ll be discussing the National Near-Miss Reporting System and the untapped resources that the program and system provides with Christopher Naum and this outstanding group of fire service leaders. The second part of the program will dedicated to the personal account of Captain Long’s Close Call event from July 25, 2010 (NMR #10-1072) when a catastrophic floor collapse at a residential occupancy plunged him into a fire involved basement.

    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.    

    • Firefighternetcast.com HERE
    • Taking it to the Streets Radio Programs, HERE and HERE 
    • Buildingsonfire.com, HERE  

    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.

    Taking it to the StreetsTM, is a Buildingsonfire.com Series and Firefighter Netcast.com Production, in affiliation with the Command Institute

     

    National Fire Fighter Near Miss Reporting System’s Support for the 2011 Safety Week

    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

    Here are some of the National Firefighter Near Miss Reporting System Produced 2011 Safety Week Products

     
    File Title File Size File Description
  • Presentation: Preventing The Mayday
  • 176 KB A powerpoint presentation about situational awareness, planning, size-up, and defensive operations
  • Presentation: Being Ready for the Mayday
  • 176 KB A powerpoint presentation about personal safety equipment, communications, and accountability systems
  • Presentation: Fire Fighter Expectations of Command
  • 176 KB A powerpoint presentation about fire fighter expectations of command.
  • Presentation: Self-Survival Skills
  • 176 KB A powerpoint presentation about self survival skills at a mayday.
  • Presentation: Self-Survival Procedures
  • 176 KB A powerpoint presentation about self survival procedures.
  • Grouped Report: Preventing The Mayday
  • 176 KB A grouped report about situational awareness, planning, size-up, and defensive operations
  • Grouped Report: Self Survival Procedures
  • 176 KB A grouped report about self survival procedures
  • Grouped Report: Being Ready for the Mayday
  • 176 KB A grouped report about personal safety equipment, communications, and accountability systems

    In the meantime here are some links I pulled together that you should take the time to read and share with your companies, personnel and staff…..

    This seems like a good time to have a ten minute drill on these events as Operating Experience (OE) on floor systems and operational safety, calling or commanding the mayday.

     Or take some time to visit the The IAFF Fire Ground Survival Program (FGS)site which has the most comprehensive survival-skills and mayday-prevention program currently available and is open to all members of the fire service. Incorporating federal regulations, proven incident-management best practices and survival techniques from leaders in the field, and real case studies from experienced fire fighters, FGS aims to educate all fire fighters to be prepared if the unfortunate happens.  (Day One: Are you ready, HERE)

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

    Self-Survival Procedures

    FGS Online Program Chapter 3
    To improve survivability in a Mayday situation, a fire fighter must know how to alert rescuers to his or her location and perform self-survival techniques. Through the study of fire fighter fatalities, NIOSH has identified specific actions fire fighters can take to help save themselves. Variations of this same NIOSH recommendation have appeared in numerous fire fighter fatality reports. These recommendations were used to create a self survival procedure that is easy to remember using a mnemonic (GRAB LIVES). Following these steps increases the likelihood of the rescuers finding and assisting the fire fighter to safety.
    When a fire captain died when trapped by partial roof collapse in a vacant house fire in Texas, NIOSH recommended in report number F2005-09 that trapped fire fighters should:

    • First, transmit a distress signal while they still have the capability and sufficient air.
    • Next, manually activate their PASS device. To conserve air while waiting to be rescued, try to stay calm and avoid unnecessary physical activity.
    • If not in immediate danger, remain in one place to help rescuers locate them.
    • Survey their surroundings to get their bearings and determine potential escape routes.
    • Stay in radio contact with the IC and other rescuers.
    • Attract attention by maximizing the sound of their PASS device (e.g., by pointing it in an open direction); pointing their flashlight toward the ceiling or moving it around; and using a tool to make tapping noises on the floor or wall. 

    Self-Survival Skills

    FGS Online Program Chapter 4

    Disentanglement Maneuvers

    Fires inside an enclosed structure create a mess for fire fighters operating on the floor. Fire fighters often encounter debris that has fallen off shelves, and ceiling and wall fixtures that have burned and are left hanging to the floor. These hazards, coupled with the mess a fire fighter creates when searching for victims in smoky environments, can create egress problems for a fire fighter.

    As fire burns draperies, blinds, lighting fixtures, computer wiring, and HVAC ducting, the possibility of encountering an entanglement hazard increases. The overhead ducting of the HVAC system contains wires that give the ducting its stability.

    If a fire breaches the ceiling and burns the ducting, the wires within the ducting fall to the floor. These wires can cause a dangerous entanglement hazard to fire fighters operating on the floor. Fire fighters must anticipate these hazards and have a plan to follow when egress is cut off.

    NIOSH Alert: Preventing Injuries and Deaths of Fire Fighters

    Fire Fighter Expectations of Command

    FGS Online Program Chapter 5
    A discussion of what command must communicate to the distressed fire fighter, dispatch, the RIT group supervisor and all others assigned to the incident to assure a successful rescue.

    Here are Some Mission Critical Reference Links for Operational Insights and Operating Experience (OE) to support Your Training and Operational Needs not only this week, but through the entire year.

     

    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

    Here’s some screen shots from Buildingsonfire on Facebook. Go HERE or follow the link at the left column. Join the growing list of over 3900 fans with Buildingsonfire on Facebook and Buildingsonfire.com

    Fire/EMS Safety, Health and Survival Week: Day Four -The New Fire Ground

    4 comments

    Fire/EMS Safety, Health and Survival Week: Day Four -The New Fire Ground    

     

    There is an immediate need for today’s emerging and operating command and company officers to increase their foundation of knowledge and insights related to the modern building occupancy, building construction and fire protection engineering and to adjust and modify traditional and conventional strategic operating profiles in order to safeguard companies, personnel and team compositions.

    Strategies and tactics must be based on occupancy risk, not occupancy type, and must have the combined adequacy of sufficient staffing, fire flow and tactical patience orchestrated in a manner that identifies with the fire and building profiling, predictability of the occupancy profile and accounts for presumptive fire behavior. It is not your old method of size-up and operational deployment.

    The dramatic changes in buildings and occupancies over the past ten years have resulted inadequate fire suppression methodologies based upon conventional practices that do not align with the manner in which we used to discern with a measured degree of predictability how buildings would perform, react and fail under most fire conditions. These past presumptions, which many of us debated with our esteemed colleagues, are being validated through empirical data resulting from the cutting edge research and testing being conducted today by UL and NIST.

    Predicting Fire Behavior and Building Stability

    We predicate certain expectations that fire will travel in a defined (predictable) manner that fire will hold within a room and compartment for a predictable given duration of time; that the fire load and related fire flows required will be appropriate for an expected size and severity of fire encountered within a given building, occupancy, structural system and given an appropriately trained and skilled staff to perform the requisite evolutions, we can safely and effectively mitigate a structural fire situation in any  given building type and occupancy.

    • Past operational experiences, both favorable and negative; gave us experiences that define and determine how the fireground is assessed, react and how we expect similar structures and occupancies to perform at a given alarm in the future; this formed the basis for the naturalistic decision-making process.

    Implementing fundamentals of firefighting operations built upon nine decades of time-tested and experience-proven strategies and tactics continues to be the model of suppression operations. These same fundamental strategies continue to drive methodologies and curriculums in our current training programs and academies of instructions.

    Are you aware of the defining changes in structural systems and support, the degree of compartmentation,

    • the characteristics of materials and the magnitude of the fire-loading package in today’s buildings and occupancies?
    • When was the last time you were out in the street with the companies, or spent some time doing a walk-through of construction or renovations site?
    • Have you asked you commanding officers, division or battalion chief or your company officers for insights into what operational demands and risks are being imposed upon them while operating in the street and within the buildings, occupancies and structures that comprise your jurisdiction?

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

    It’s no longer just brute force and sheer physical determination that define structural fire suppression operations, although any seasoned command and company officer knows that at times. It’s what gets the job done under the most arduous and demanding of circumstances.

    However, from a methodical and disciplined perspective; aggressive firefighting must be redefined and aligned to the built environment and associated with goal-oriented tactical operations that are defined by risk assessed and analyzed strategic processes that are executed under battle plans that promote the best in safety practices and survivability within known hostile structural fire environments.

    The demands and requirements of modern firefighting will continue to require the placement of personnel within situations and buildings that carry risk, uncertainty and inherent danger. As a result, risk management must become fluid and integrated with intelligent tactical deployments and operations recognizing the risk problematically and not fatalistically, resulting in safety conscious strategies and tactics.

    Today’s incident commanders need to think about the Predicative Strategic Process, refined Tactical Deployment Models integrating intelligent Structural Anatomy and Predictive Occupancy Profiling, while implementing Tactical Patience.

    Think about the following;

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

    If you don’t fully understand how a building truly performs or reacts under fire conditions and the variables that can influence its stability and degradation, movement of fire and products of combustion and the resource requirements for fire suppression in terms of staffing, apparatus and required fire flows, then you will be functioning and operating in a reactionary manner that is no longer acceptable within many of our modern building types, occupancies and structures.

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

    Without understanding the building-occupancy relationships and integrating; construction, occupancies, fire dynamics and fire behavior, risk, analysis, the art and science of firefighting, safety conscious work environment concepts and effective and well-informed incident command management, company-level supervision and task-level competencies … You are derelict and negligent and “not “everyone may be going home”.

    It’s all about understanding the building-occupancy relationships and the art and science of firefighting, equating to Building Knowledge = Firefighter Safety.

      

    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.    

    • Firefighternetcast.com HERE
    • Taking it to the Streets Radio Programs, HERE and HERE 
    • Buildingsonfire.com, HERE

     A Buildingsonfire.com Series and Firefighter Netcast.com Production

      

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

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

    The Premiere of Christopher Naum’s “Taking It to the Streets”

    Podcast: Play in new window | Download

    Taking it to the Streets premiered  on  Wednesday July 21st 9:00pm ET

    Download the Program HERE

    The New Fire Ground

    NIST Wind Driven Fire Study

    • Smoke and heat spreading through the corridors and the stairs of a building during a fire can limit building occupants’ ability to escape and can limit fire fighters’ ability to rescue them.  Changes in the building’s ventilation or presence of an external wind can increase the energy release of the fire.  This can also increase the spread of fire gases through the building.  In some cases, such as the Cook County Administration Building fire in October 2003, the fire gas flow, into the corridors and the stairway prevented fire fighters from suppressing the fire from inside the structure.  This fire resulted in 6 building occupant fatalities and fire fighter injuries in the stairway.  The Fire Department of New York City has experienced many wind driven fire incidents which have resulted in fire fighter fatalities and injuries, as have a number of other incidents nationally that have resulted in increased research into this operational and tactical challenge.
    • What tactics or tools are appropriate for use with a wind driven fire and how should the tactics or tools be implemented?  Positive Pressure Ventilation (PPV) is being used by fire departments on smaller structures, such as single family homes, to control the fire flow by introducing pressure from the front door and venting the house through a strategic exit opening.  If done correctly, this tactic can remove significant amounts of heat and smoke from the structure, thus improving the fire fighters’ working environment and improving the chances of survival for the building occupants.  NIST has completed several studies which have a two fold impact: 1) providing guidance on the safe use of PPV and 2) characterizing and validating the modeling of PPV with a computational fluid dynamics (CFD) computer model, so that the model can be used as a training tool for the fire service.
    • This project extends previous work for ventilation under wind driven conditions.  There are many questions regarding wind driven fires.  For example can these PPV fans be used successfully under wind driven fire conditions in large structures?  Large structures, such as high rise buildings, provide additional challenges to fire fighter and building occupant safety: increased travel distance (exposure time), more complicated egress path, and potentially larger fires.  In 2002 there were 7,300 reported fires in high rise structures.
    • Other tactics incorporating devices, such as wind control devices (WCD) to control the ventilation conditions or the use of a “high rise” nozzle from the floor below the fire floor have been tried by the fire service under “real fire” conditions with varying levels of success.
    • A comprehensive free DVD set from the NIST includes a presentation video that explains PPV, examines the results of NIST’s PPV research, and closes with a focus on the use of PPV tactics in high-rise buildings.  All of the NIST PPV reports referenced in the presentation are included on Disc 1 of the set.  All of the videos from the high-rise fire experiments are also provided with a user-friendly, graphic menu that can be used on a PC or a DVD player.  NIST, with support from USFA, DHS, and fire departments across the country, has taken engineering principles and applied them to fire service PPV tactics in order to improve fire fighter safety
    • NIST References HERE and HERE

    NIST Fire Fighting Tactics Under Wind Driven Conditions: Laboratory Experiments

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

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

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

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

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

    UL Fire Academy CBT

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

    Fire Behavior 101; Taking it to the Streets

      

      

    Impact of Ventilation on Fire Behavior in Legacy and Contemporary Residential Construction

    For many of you that have been following my writings and perspectives on building construction, firefighting, command risk management and operational excellence for firefighter safety have long recognized that I have been promoting and advocating the fact the fireground is changing, our strategies and tactics demand change and does the demand for increased knowledge within the areas of building construction, fire dynamics, while integrating the art and science of firefighting. The most recent release of the testing report from Underwriters Laboratories; Impact of Ventilation on Fire Behavior in Legacy and Contemporary Residential Construction and the accompanying empirical data further validates assumptions and premises that many of us shared based upon field observations and first hand incident operations related to the dramatic changes being witnessed as a result of operational challenges in a wide variety of occupancies and building types.

    This material is a must read for all emerging and practicing company and command officers ( for starters) to being grasping the magnitude and extent of quantifiable data that supports the premise that combat fire engagement and suppression operations and the rules of engagement are going to change and that change is fast approaching.

    Here’s the executive summary of the report and findings from UL. For an download of the entire UL Report, go HERE.

    The results of these experiments provide knowledge for the fire service for them to examine their thought processes, standard operating procedures and training content. Several tactical considerations were developed utilizing the data from the experiments to provide specific examples of changes that can be adopted based on a departments current strategies and tactics.

    Under the United States Department of Homeland Security (DHS) Assistance to Firefighter Grant Program, Underwriters Laboratories examined fire service ventilation practices as well as the impact of changes in modern house geometries.

    There has been a steady change in the residential fire environment over the past several decades. These changes include larger homes, more open floor plans and volumes and increased synthetic fuel loads. This series of experiments examine this change in fire behavior and the impact on firefighter ventilation tactics.

    This fire research project developed the empirical data that is needed to quantify the fire behavior associated with these scenarios and result in immediately developing the necessary firefighting ventilation practices to reduce firefighter death and injury.

    • Two houses were constructed in the large fire facility of Underwriters Laboratories in Northbrook, IL.
    • The first of two houses constructed was a one-story, 1200 ft2, 3 bedroom, 1 bathroom house with 8 total rooms.
    • The second house was a two-story 3200 ft2, 4 bedroom, and 2.5 bathroom house with 12 total rooms.
    • The second house featured a modern open floor plan, two story great room and open foyer.

     Fifteen experiments were conducted varying the ventilation locations and the number of ventilation openings. Ventilation scenarios included ventilating the front door only, opening the front door and a window near and remote from the seat of the fire, opening a window only and ventilating a higher opening in the two-story house.

    One scenario in each house was conducted in triplicate to examine repeatability. The results of these experiments provide knowledge for the fire service for them to examine their thought processes, standard operating procedures and training content. Several tactical considerations were developed utilizing the data from the experiments to provide specific examples of changes that can be adopted based on a departments current strategies and tactics.

    Room Flashover from Sofa Fire

     

    The tactical considerations addressed include:

    • Stages of fire development: The stages of fire development change when a fire becomes ventilation limited.
      • It is common with today’s fire environment to have a decay period prior to flashover which emphasizes the importance of ventilation
    • Forcing the front door is ventilation: Forcing entry has to be thought of as ventilation as well.
      •  
      • While forcing entry is necessary to fight the fire it must also trigger the thought that air is being fed to the fire and the clock is ticking before either the fire gets extinguished or it grows until an untenable condition exists jeopardizing the safety of everyone in the structure.
    • No smoke showing: A common event during the experiments was that once the fire became ventilation limited the smoke being forced out of the gaps of the houses greatly diminished or stopped all together.
      • No some showing during size-up should increase awareness of the potential conditions inside.
    • Coordination: If you add air to the fire and don’t apply water in the appropriate time frame the fire gets larger and safety decreases.
      • Examining the times to untenability gives the best case scenario of how coordinated the attack needs to be.
      • Taking the average time for every experiment from the time of ventilation to the time of the onset of firefighter untenability conditions yields 100 seconds for the one-story house and 200 seconds for the two-story house
      • In many of the experiments from the onset of firefighter untenability until flashover was less than 10 seconds.
      • These times should be treated as being very conservative. If a vent location already exists because the homeowner left a window or door open then the fire is going to respond faster to additional ventilation opening because the temperatures in the house are going to be higher.
      • Coordination of fire attack crew is essential for a positive outcome in today’s fire environment.
    • Smoke tunneling and rapid air movement through the front door: Once the front door is opened attention should be given to the flow through the front door.
      • A rapid in rush of air or a tunneling effect could indicate a ventilation limited fire.
    • Vent Enter Search (VES): During a VES operation, primary importance should be given to closing the door to the room.
      • This eliminates the impact of the open vent and increases tenability for potential occupants and firefighters while the smoke ventilates from the now isolated room.
    • Flow paths: Every new ventilation opening provides a new flow path to the fire and vice versa.
      • This could create very dangerous conditions when there is a ventilation limited fire.
    • Can you vent enough?: In the experiments where multiple ventilation locations were made it was not possible to create fuel limited fires.
      • The fire responded to all the additional air provided.
      • That means that even with a ventilation location open the fire is still ventilation limited and will respond just as fast or faster to any additional air.
      • It is more likely that the fire will respond faster because the already open ventilation location is allowing the fire to maintain a higher temperature than if everything was closed. In these cases rapid fire progression if highly probable and coordination of fire attack with ventilation is paramount.
    • Impact of shut door on occupant tenability and firefighter tenability: Conditions in every experiment for the closed bedroom remained tenable for temperature and oxygen concentration thresholds.
      • This means that the act of closing a door between the occupant and the fire or a firefighter and the fire can increase the chance of survivability.
      • During firefighter operations if a firefighter is searching ahead of a hoseline or becomes separated from his crew and conditions deteriorate then a good choice of actions would be to get in a room with a closed door until the fire is knocked down or escape out of the room’s window with more time provided by the closed door
    • Potential impact of open vent already on flashover time: All of these experiments were designed to examine the first ventilation actions by an arriving crew when there are no ventilation openings.
      • It is possible that the fire will fail a window prior to fire department arrival or that a door or window was left open by the occupant while exiting.
      • It is important to understand that an already open ventilation location is providing air to the fire, allowing it to sustain or grow.
    • Pushing fire: There were no temperature spikes in any of the rooms, especially the rooms adjacent to the fire room when water was applied from the outside. It appears that in most cases the fire was slowed down by the water application and that external water application had no negative impacts to occupant survivability.
      • While the fog stream “pushed” steam along the flow path there was no fire “pushed”.
    • No damage to surrounding rooms: Just as the fire triangle depicts, fire needs oxygen to burn.
      • A condition that existed in every experiment was that the fire (living room or family room) grew until oxygen was reduced below levels to sustain it.
      • This means that it decreased the oxygen in the entire house by lowering the oxygen in surrounding rooms and the more remote bedrooms until combustion was not possible.
      • In most cases surrounding rooms such as the dining room and kitchen had no fire in them even when the fire room was fully involved in flames and was ventilating out of the structure.

    Online Training Program

    In order to make the results of this study more user friendly for the fire service to examine, UL developed an online interactive training module that can be viewed by clicking here. The program includes a professionally narrated description of all of the experiments, their results and the tactical considerations. Experimental video is used and graphical data is explained in a way that brings science to the street level firefighter.

    UL University On-Line CBT

     

     

    Fire/EMS Safety, Health and Survival Week: Day Three-The New Rules of Engagement

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    Fire/EMS Safety, Health and Survival Week: Day Three-The New Rules of Engagement

     With so many changes (budget cuts, staffing reductions, reduced training, etc.) in so many fire departments, it is critical for fire fighters to focus on their own survival on the fire ground. There is no other call more challenging to fire ground operations than a Mayday call the unthinkable moment when a fire fighter’s personal safety is in imminent danger. Fire fighter fatality data compiled by the United States Fire Administration have shown that fire fighters becoming trapped and disoriented represent the largest portion of structural fire ground fatalities. The incidents in which fire fighters have lost their lives, or lived to tell about it, have a consistent theme inadequate situational awareness put them at risk.

    New Rules of Engagement

     Fire fighters don’t plan to be lost, disoriented, injured or trapped during a structure fire or emergency incident. But fires are unpredictable and volatile, and they will not always go according to plan. What a fire fighter knows about a fire before entering a blazing building may radically change within minutes once inside the structure. Smoke, low visibility, lack of oxygen, structural instability and an unpredictable fire ground can cause even the most seasoned fire fighter to be overwhelmed in an instant.

    It's Not a Matter of IF, It's a Matter of When

    It’s not a matter of IF the MAYDAY happens, it’s WHEN! Thius the reason for the 2011 Fire/EMS Safety, Health and Survival Week focus on Surviving the Fire Ground Fire Fighter, Fire Officer & Command Preparedness

    Theme: Surviving the Fire Ground Fire Fighter, Fire Officer & Command Preparedness

    • IAFC Safety Week Resources: Firefighter Survival, HERE
    • National Fire Fighter Near Miss Reporting System Resources, HERE

    With that being said, there must be a means and a method to better defined and more accurately

    • Without understanding the building-occupancy relationships and integrating; construction, occupancies, fire dynamics and fire behavior, risk, analysis, the art and science of firefighting, safety conscious work environment concepts and effective and well-informed incident command management, company level supervision and task level competencies…You are derelict and negligent and “not “everyone may be going home”.
    • Our current generation of buildings, construction and occupancies are not as predictable as past conventional construction; risk assessment, strategies and tactics must change to address these new rules of structural fire engagement.
    • There is a need to gain the building construction knowledge and insights and to change and adjust operating profiles in order to safe guard companies, personnel and team compositions. It’s all about understanding the building-occupancy relationships and the art and science of firefighting, Building Knowledge = Firefighter Safety (Bk=F2S)
    • Refer to: Fire/EMS Safety, Health and Survival Week: Day Two- Building Knowledge = Fire Fighter Safety 
    • When we look at various buildings and occupancies, past operational experiences; those that were successful, and those that were not, give us experiences that define and determine how we access, react and expect similar structures and occupancies to perform at a given alarm in the future.
    • Naturalistic (or recognition-primed) decision-making forms much of this basis. We predicate certain expectations that fire will travel in a defined (predictable) manner that fire will hold within a room and compartment for a predictable given duration of time; that the fire load and related fire flows required will be appropriate for an expected size and severity of fire encountered within a given building, occupancy, structural system; in addition to having an appropriately trained and skilled staff to perform the requisite evolutions.
    • Executing tactical plans based upon faulted or inaccurate strategic insights and indicators has proven to be a common apparent cause in numerous case studies, after action reports and LODD reports.
    • Our years of predictable fireground experience have ultimately embedded and clouded our ability to predict, assess, plan and implement incident action plans and ultimately deploy our companies-based upon the predictable performance expected of modern construction and especially those with engineered structural systems.
    • If you don’t fully understand how a building truly performs or reacts under fire conditions and the variables that can influence its stability and degradation, movement of fire and products of combustion and the resource requirements for fire suppression in terms of staffing, apparatus and required fire flows, then you will be functioning and operating in a reactionary manner, that is no longer acceptable within many of our modern building types, occupancies and structures.
    • This places higher risk to your personnel and lessens the likelihood for effective, efficient and safe operations.
    • You’re just not doing your job effectively and you’re at RISK. These risks can equate into insurmountable operational challenges and could lead to adverse incident outcomes. Someone could get hurt, someone could die, it’s that simple; it’s that obvious

     

    Original IAFC 2001 ROE

     

    • Combat Fire Suppression and Engagement has been dramatically influenced by numerous challenges in terms of effectiveness, methodologies, risk and operational capabilities….yet we implement strategic and tactical models and protocol predicated on past performance of building structures and occupancies and fire fighting successes….
    •  It’s no longer just brute force and sheer physical determination that define structural fire suppression operations
    • We used to discern with a measured degree of predictability, how buildings would perform, react and fail under most fire conditions. Implementing fundamentals of firefighting and engine company operations built upon eight decades of time tested and experience proven strategies and tactics continues to be the model of suppression operations.
    • These same fundamental strategies continue to drive methodologies and curriculums in our current training programs and academies of instructions.
    • 2009 was a significant and decisive year for the fire service in a number of ways….
    • Controversy, debate, argument; enlightenment, knowledge, insights, awareness, comprehension, understanding….
    • Which leads me to call this the emerging tactical renaissance….

     

    The International Association of Fire Chiefs (IAFC) is committed to reducing firefighter fatalities and injuries. As part of that effort the nearly 1,000 member Safety, Health and Survival Section of the IAFC has developed the NEW  “Rules of Engagement of Structural Firefighting” to provide guidance to individual firefighters, and incident commanders, regarding risk and safety issues when operating on the fireground.

    The intent was to provide a set of “model procedures” for Rules of Engagement for Structural Firefighting to be made available by the IAFC to fire departments as a guide for their own standard operating procedure development.

    In August, 2008, following a year of discussion, the Section moved to develop a set of “Rules of Engagement for Structure Firefighting”.

    A project team was created consisting of Section members and representatives of other several other interested fire service organizations.

    These included the;

    • Fire Department Safety Officer Association (FDSOA),
    • the National Fallen Firefighter Foundation (NFFF),
    • the National Volunteer Fire Council (NVFC), the
    • National Institute of Occupational Safety and Health (NIOSH) and other organizations.
    • All draft material has also been shared with representatives of the International Association of Fire Fighters (IAFF) who developed a joint IAFF/IAFC Fire Ground Survival Project”.

     Three Section members also participated in the IAFF project.

    The direction provided the project team by the Section leadership was to develop rules of engagement with the following conceptual points;

    • Rules should be a short, specific set of bullets
    • Rules should be easily taught and remembered
    • Rules should define critical risk issues
    • Rules should define “go” or “nogo” situations
    • A companion lesson plan/explanation section should be provided

    Early in development the Rules of Engagement, it was recognized that two separate rules were needed –one set for the firefighter, and another set for the incident commander.

    Thus, the two sets of Rules of Engagement were conceived and developed.

    Each set has several commonly shared bullets and objectives, but the explanations are described somewhat differently based on the level of responsibility (firefighter vs. incident commander).

    The 2010 Rules of Engagement reflects nearly two years of public comment and feedback from several presentations at fire service conferences, including the National Fallen Fire Fighters Safety Summit held at the National Fire Academy this past March 2010.

    The “Rules” was formally adopted by the IAFC Health, Safety and Survival Section at the Fire Rescue International Conference that was held in Chicago this past August 2010

    The project team was lead by Chief Gary Morris,

    Document Description

    Section One

    • includes introduction statements and background regarding the Rules of Engagement project.

    Section Two

    • acknowledges the Project team members and others that assisted in the project.

     Section Three

    • contains the individual “Bullets” for both the Rules of Engagement for Firefighter Survival as well as the Incident Commanders Rules of Engagement for Firefighter Safety.

     Section Four

    • describes the objectives attached to each of the individual “bullets” for both set of Rules.

     Section Five

    • provides an introduction and overview of the lesson plans for the Rules of Engagement.

     Section Six

    • includes the lesson plan for the Rules of Engagement of Firefighter Survival.

     Section Seven

    • contains the lesson plans for the Incident Commanders Rules of Engagement for Firefighter Safety.

     Section Eight

    • serves as appendixes and contains full investigation reports of several significant firefighter fatality incidents.

     The Need for Rules of Engagement

    • Firefighter safety must always be a priority for every fire chief and every member. Over the past three decades, the fire service has applied new technology, better protective clothing and equipment, implemented modern standard operating procedures, and improved training.
    • According to National Fire Protection Association (NFPA) data during this same period the fire service has experienced a 58 percent reduction in firefighter line of duty deaths. But, the country has also seen a paralleling 54 percent drop in the number of structural fires over the same period – thus, reducing firefighter exposure to risk.
    • With a continued annual average of more than 100 firefighter fatalities, the question remains; have we really made a difference with all these technology improvements? Or, is there more that we can do to improve the safety culture of the American fire service?
    • The U.S. Firefighter Disorientation Study, conducted by Captain Willie Mora, San Antonio, Texas, Fire Department, conducted a review of 444 firefighter fireground deaths occurring over a recent 16 year period (1990-2006).
      • The project broke out traumatic firefighter fatalities occurring in “open structures” and “enclosed structures”. Open structures was defined as smaller structures with an adequate number of windows and doors (within a short distance) to allow for prompt ventilation and emergency evacuation.
      • Enclosed structures were defined as large buildings with inadequate windows or doors to allow prompt ventilation and emergency evacuation. Research determined that 23 percent occurred when a fast and aggressive interior attack was made on an “opened structure”. When fast, aggressive interior attacks occurred in “enclosed structures” the fatality rate rose to 77 percent. Many occurred in “marginal” or rapidly changing conditions in which the firefighter should not have been in the building.
    • The fireground creates a significant risk to firefighters and it is the responsibility of the incident commander and command organization officers to minimize firefighter exposure to unsafe conditions and stop unsafe practices.
    • The fire service has always been a para-military organization when it comes to fireground operations. In most cases, the Incident Commander makes a decision, sends the order down to through supervisors to the company officer and crew.
    • Fire crews generally view these orders as top down direction. There is often little two‐way discussion about options.
    • Where this culture exists, crews have been trained to accept the order and do it – generally without question.
    • While these orders may be viewed as valid when issued they may involve inadequate risk assessment.
    • There has been little national development of basic “rules” that the incident command should use in defining risk assessment process and what is too high risk that may result in a “no-go” decision.
    • Furthermore, for the individual firefighter who is exposed to the greatest risk, we have not defined “rules” for them to follow in assessing their individual risk and when and how to say “no” to unsafe conditions or practices. The “Rules of Engagement” changes that.
    • The “Rules of Engagement” have been developed to assist both the incident command (as well as command team officers) in risk assessment and “Go” – “No-Go” decisions. Applying the rules will make the fireground safer for all and reduce injuries and fatalities.

     

    The development of the rules integrated several nationally recognized programs and principles. They included risk assessment principles from NFPA Standards 1500 and 1561.

    Also included where concepts and principles from Crew Resource Management (available from iafc.org) and data and lessons from the National Near-Miss Reporting System (firefighternearmiss.com).

    The development process also included review of lessons learned from numerous firefighter fatality investigations conducted by the National Institute of Occupational Safety and Health (NIOSH) Fire Fighter Fatality Investigation and Prevention Program.

    It’s incumbent that the fire chief and the Departments management team insure the safety of all firefighters working at structural fires.

    • All command organization officers are responsible for their own safety and the safety of all personnel working with them.
    • All officers and members are responsible are responsible for continually identifying and reporting unsafe conditions or practices.
    • The Rules of Engagement allows both the firefighter and the incident commander to apply and process these principles.
    • One principle applied in the Rules of Engagement is firefighters and the company officers are the members at most risk for injury or death.
    • The Rules integrate the firefighter into the risk assessment decision making process.
    • These members should be the ultimate decision maker as to whether it’s safe to proceed with assigned objectives.
    • The “Rules” allow a process for that decision to be made while still maintain command unity and discipline.

     

    Operational Excellence and the ROE

     

    The NEW Rules of Engagement

    It is well known that firefighting is hazardous with varying levels of risk to the firefighter.

    However, firefighting is not a military campaign where lives are lost to establish a beach head.

    No firefighter’s life is a building that eventually will be rebuilt. Keep all members safe so “Everyone Goes Home”!

    Rules of Engagement for Firefighter Survival

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

    The Incident Commanders Rules of Engagement for Firefighter Safety

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

      

     
     
     

    ROE Fire Fighter

     

      

      

    ROE Command

     

    Other ROE Insights

    Size-Up Your Tactical Area of Operation.

    Objective:    To cause the company officer and firefighters to pause for a moment and look over their area of operation and evaluate their individual risk exposure and determine a safe approach to completing their assigned tactical objectives.

    Rapidly Conduct, or Obtain, a 360 Degree Situational Size Up of the Incident

    Objective:    To cause the incident commander to obtain an early 360 degree survey and risk assessment of the fireground in order to determine the safest approach to tactical operations as part the risk assessment and action plan development and before firefighters are placed at substantial risk.

    ______________________________________________________________________________

    Determine the Occupant Survival Profile.

    Objective: To cause the company officer and firefighter to consider fire conditions in relation to possible occupant survival of a rescue event as part of their initial and ongoing individual risk assessment and action plan development.

      

    Determine the Occupant Survival Profile.

    Objective: To cause the incident commander to consider fire conditions in relation to possible occupant survival of a rescue event before committing firefighters to high risk search and rescue operations as part of the initial and ongoing risk assessment and action plan development.

      

    Go in Together, Stay Together, Come Out Together

    Objective: To ensure that firefighters always enter a burning building as a team of two or more members and no firefighter is allowed to be alone at any time while entering, operating in or exiting a building. 

      

    Maintain Continuous Awareness of Your Air Supply, Situation, Location and Fire Conditions

    Objective: To cause all firefighters and company officers to maintain constant situational awareness their SCBA air supply and where they are in the building and all that is happening in their area of operations and elsewhere on the fireground that may affect their risk and safety.

    ______________________________________________________________________________

    You Are Required to Report Unsafe Practices or Conditions That Can Harm You. Stop, Evaluate, and Decide.

    Objective: To prevent company officers and firefighters from engaging in unsafe practices or exposure to unsafe conditions that can harm them and allowing any member to raise an alert about a safety concern without penalty and mandating the supervisor address the question to ensure safe operations.

      

    Act Upon Reported Unsafe Practices and Conditions That Can Harm Them. Stop, Evaluate and Decide.

    Objective: To prevent firefighters and supervisors from engaging in unsafe practices or exposure to unsafe conditions that will harm them and allowing any member to raise an alert about a safety concern without penalty and mandating the incident commander and command organization officers promptly address the question to insure safe operations. 

    ______________________________________________________________________________  

    Declare a May-Day As Soon As You THINK You Are in Danger

    Objective: To ensure the firefighter is comfortable with, and there is no delay in, declaring a May Day when a firefighter is faced with a life threatening situation and the May Day is declared as soon as they THINK they are in trouble.

      

    Always Have a Rapid Intervention Team in Place at All Working Fires.

    Objective: To cause the incident commander to have a rapid intervention team in place ready to rescue firefighters at all working fires.

    ______________________________________________________________________________

    Ensure Accurate Accountability of Every Firefighter Location and Status

    Objective: To cause the incident commander, and command organization officers, to maintain a constant and accurate accountability of the location and status of all firefighters within a small geographic area of accuracy within the hazard zone and aware of who is presently in or out of the building.

    If You Do Not Have the Resources to Safely Support and Protect Firefighters, Seriously Consider a Defensive Strategy

    Objective: To prevent the commitment of firefighters to high risk tactical objectives that cannot be accomplished safely due to inadequate resources on the scene.

    SOPs/SOGs

    Rules of Engagement for Structural Firefighting (pdf)

    Risk Management

    General Order: Two-In, Two-Out Compliance, Rapid Intervention Team, and Firefighter Survival

    Emergency Evacuation
    This policy identifies a standard system for the emergency evacuation of personnel at an emergency incident or training exercise.

    Fire and Rescue Departments of Northern Virginia – Rapid Intervention Team Command and Operational Procedures
    A collaborative RIT manual developed by fire and rescue departments in Northern Virginia. Promotes interoperability between multiple fire agencies.

    Lost or Trapped Firefighters
    This policy identifies the required actions for the search and rescue of lost or trapped firefighter(s).

    Model Procedures for Responding to a Package with Suspicion of a Biological Threat
    Local and world events have placed the nation s emergency service at the forefront of homeland defense. The service must be aware that terrorists, both foreign and domestic, are continually testing the homeland defense system.

    Safety Initial Rapid Intervention Crew (IRIC)
    This policy establishes procedures for ensuring the highest level of safety when conducting interior operations in an atmosphere that is Immediately Dangerous to Life and Health (IDLH).

    Safety Rapid Intervention Team (RIT)
    This policy establishes the department s criteria and procedures for Rapid Intervention Teams.

      

    Operational Excellence in 2011 and Beyond

      

    Taking It To The Streets: My Closing Commentary and The Rules of Combat Fire Suppression  

    The essence of fire service suppression operations is predicated upon the deployment and application of water as an extinguishing agent, in sufficient quantities, location and duration to extinguish a fire within an enclosed structural compartment. The universal engine company correlation of: “putting the wet stuff on the red stuff” is fundamental to structural fire suppression operations but is ambiguous at best in the context of today’s modern building construction, occupancies, structural systems and building features. 

    We used to discern with a measured degree of predictability, how buildings would perform, react and fail under most fire conditions. Implementing fundamentals of firefighting and engine company operations built upon eight decades of time tested and experience proven strategies and tactics continues to be the model of suppression operations. These same fundamental strategies continue to drive methodologies and curriculums in our current training programs and academies of instructions.

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

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

    The rules for combat structural fire suppression have changed, but we have yet to write the rule book from which the new games plans must be derived…..

    However, we now have a new set of Rules for Engagement….

    • The Incident Commanders Rules of Engagement for Firefighter Safety
    • Rules of Engagement for Firefighter Survival
    • Tactical Renaissance ……….Tactical Patience

    …….integrate cutting edge research and emerging concepts on Tactical Patience, Tactical Entertainment, Command Compression, Structural Anatomy of Buildings, Five Star Command Model, Predicative Strategic Process, refined Tactical Deployment Models integrating intelligent Structural Anatomy and Predictive Occupancy Profiling and Integrating the RULES OF ENGAGEMENT for Structural Firefighting much more.  

    It’s really all about Fighting Fire with More Knowledge and smartly

      

     

    Taking it to the Streets with Christopher Naum

       

    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.

     

    Taking it to the Streets “Tactical Renaissance and the Rules of Engagement”

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    This is the netcast which was offered live on September 22, 2010. Taking it to the Streets “Tactical Renaissance and the Rules of Engagement” Chief Gary Morris (ret) Phoenix (AZ) Fire Department, and Dr. Burt Clark from the NFA join Chris Naum as they discuss the emerging Tactical Renaissance of Combat Fire Suppression Operations [...]

    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.    

    • Firefighternetcast.com HERE
    • Taking it to the Streets Radio Programs, HERE and HERE 
    • Buildingsonfire.com, HERE

      

    A Buildingsonfire.com Series and Firefighter Netcast.com Production

    Taking it to the StreetsTM  with Christopher Naum
     
     

    Listen to all of the Taking It To The Streets shows here

     On the Air Monthly on Firefighter Netcast.com

    Advancing Firefighter Safety and Operational Integrity for the Fire Service through provocative insights and dynamic discussions dedicated to the Art and Science of Firefighting and the Traditions of the Fire Service.

     

    Fire/EMS Safety, Health and Survival Week: Day Two- Building Knowledge = Fire Fighter Safety

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    Fire/EMS Safety, Health and Survival Week: Day Two- Building Knowledge = Fire Fighter Safety

     

    Know Your World Buildingsonfire.com

    Other Considerations in Program Planning for Safety Week; Other considerations to support the theme, objectives and initiatives of Safety Week include wide latitude of activities and interactive actions that can achieve the goals for increasing awareness and providing dialog, interaction, training while encouraging discussion and interchange.

    These functional area topics can be integrated into planned program development to support the FGS training presentations, delivery and support a comprehensive strategy for integrated Fire Ground Survival training, awareness and insights. These functional areas are supported with references and links to support program develop and deliveries.

    Suggested Functional Areas for Alignment with the Theme and Focus during Safety Week;

    • 16 Fire Fighter Life Safety Initiatives

    • Rule of Engagement

    • Fire Fighter Near-Miss Learning‘s

    • Procedures, Policies and Guidelines

    • Pre-Fire Planning

    • Building Construction

    • Structural Systems

    • Occupancy Risk Profiling

    • Fire Dynamics & Fire Behavior

    • Reading Smoke

    • Survivability Profiling

    • Risk Management

    • Crew Resource Management

    • Situational Awareness

    • Disorientation Awareness

    • Structural Collapse & Compromise

    • Mayday & Rapid Intervention

    • Fire Ground Survival

    • Air Resource Management

    • Tactical Patience

    • Go to the Planning Resource Guide for Direct Resources, templates and suggested planning and instructional aids. HERE

    Suggested considerations include the following, as well as encouraging fire/EMS departments to identify and integrate local issues, needs and identified gaps or enhancements that can contribute towards operational excellence and safety integration.

    • Review and select a Near Miss Event Report from the National Fire Fighter Near-Miss Reporting System or the Report of the Week (ROTW) series related to functional area topics or mayday actions and discuss the event in a small group or company setting to identify similarities or difference from your our organization. Is your company or department susceptible to a similar event? What should be addressed? http://www.firefighternearmiss.com/
    • Review and select a NIOSH LODD Report from the NIOSH Fire Fighter Fatality Investigation Program related to functional area topics or mayday actions and discuss the event in a small group or company setting to identify similarities or difference from your our organization. Is your company or department susceptible to a similar event? What should be addressed? http://www.cdc.gov/niosh/fire/
    • Take out your Rapid Intervention Equipment and review the purpose and function of each piece of equipment. Identify and discuss alternative uses or tools that can be obtained or used in the event of unavailability, malfunction or additional resource needs. Discuss protocols, procedures, safety awareness and operational hazards, expectations and precautions. Inspection the equipment for operability and integrity.
    • Identify and select a recent departmental or local/regional incident event that was either a near-miss/close-call or transitioned into a mayday event. Discuss and facilitate dialog on lessons learned, gaps, enhancements or operational successes, achievements and positive elements. Identify any factors or elements that were presented in the FGS training series that are applicable to the event, strategies, tactics or operations: can anything be improved or enhanced?
    • Lead a discussion on how to call and initiate a Mayday. Discuss the factors and insights from FGS Program Chapter 3 Self-Survival Procedures and Chapter 4 Self-Survival Skills.
    • Select and lead a discussion on a pertinent incident case study from either the list provided or your own selection and discuss the relevancy of the event in terms of mayday operations, fire ground survival, incident outcome and relationship to your Department or agency. What is the relevancy, similarities or differences? Can this event or circumstances occur in your jurisdiction? What can be done to prevent a history repeating event (HRE)?
    • Review and discuss Roles and Responsibilities for mayday events and operations. How do they match up with your operating procedures, policies and expectations?
    • Develop and facilitate a table top exercise (TTE) on a mayday event scenario utilizing a building in your first-due or response jurisdiction. Take photographs and integrate into your program. Refer to example of a simple TTE attached or go to Fire Fighternation.com for an example here; http://www.firefighternation.com/forum/topics/box-2752reported-fire-in-an
    • Visit a residential or commercial construction site (with pre-arrival authorization and approvals) and tour the stage of construction, looking critically at the type of construction and structural systems being implemented, materials used, workmanship and signs of deficient or adverse conditions that may affect operational integrity, safety or collapse and compromise once the building is occupied.
      • Discuss issues such as structural integrity, collapse risk, occupancy risk versus occupancy type considerations, avenues for fire travel, effects on fire load package and rate of heat release and projected fire intensity.
      • How would you fire a fire in the occupancy? What will define the strategy and tactics that would be or should be selected and used?
    • In a controlled setting with or without PPE, Practice calling a mayday with the identified communication attributes defined in the FGS training program. Critique and practice the evolution until the group feels that it is acceptable.

    Understand your Response District

     

    “Building Knowledge = Firefighter Safety”, Know Your District and its Risk

    Protect Yourself: Your Safety, Health and Survival Are Your Responsibility.

     Within the focus area of Survival and the elements of Structural Size-Up and Situational Awareness, some suggeted key functional components could include the following;

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

    Sometimes things aren’t as obvious as them seem. You may have responded and operated at numerous incidents at a wide variety of buildings in your response area, or very few; some routine, others maybe more demanding…the question remains, “What do you really know about your buildings?” Your life may one day depend on what you actually do know or recollect. Take a good look around.

    Pre-Incident planning is formulative to any effective fire service organization. A good staring point is to look at the NFPA 1620 Recommended Practice for Pre-Incident Planning document. ( NFPA Codes and Standards, HERE)

    The purpose of the NFPA 1620 Recommended Practice for Pre-Incident Planning document is to aid in the development of a pre-incident plan to help responding personnel effectively manage emergencies with available resources and should not be confused with fire inspections, which monitor code compliance.

    The Pre-Incident Plan document is developed by gathering general and detailed data used by responding emergency service personnel to determine the necessary resources and actions necessary to mitigate anticipated emergencies at a specific facility, structure or occupancy.The Pre-Incident Plan document can contain a variety of useful information related to the construction features and systems, building materials and components, occupancy, layout and floor plan, access/egress, built-in protective, detection and suppression systems, special hazards, fire loading, fire suppression flow needs, pre-determined resource needs, exposure factors, etc.The Pre-Incident Plan document can be as simple or detailed as occupancy and/or operational factors dictate.

    The import issue here is that you HAVE Pre-Incident Plan documents available for at the very least targeted or high hazard occupancies and buildings, and that they have been updated at some periodic frequency. There’s nothing worst that arriving at a particular box alarm, pulling open the pre-fire “binder” and finding the occupancy was last planned twenty years ago at best.

    The 2007 Deutsche Bank Building fire in lower Manhattan, New York City that resulted in the LODD of FDNY Fr. Joseph Graffagnino and Fr. Robert Beddia, stressed the need for timely and accurate pre-incident plans, when a seven alarm fire progressed through the 40 story high-rise building that was in the process of being deconstructed.An informative Training PDF download is attached that provides Operational Safety Considerations at Demolition and Deconstruction sites.

    The full power-point version is available for direct download HERE.

    Think about your Buildings and Occupancies and correlate your incident operations using an effect acronym called BECOME SAFE.

    Our world has evolved and changed. There are a variety of technological and sociological demands that create a continuing element of change in the built environment and our infrastructure. With these changes and demands come the requirements to assess these vulnerabilities, hazards, threats and dangers with effective and dynamic risk management and competent command and control.

    These changes influence the way we do business in the street, the interface-up close and personal with the buildings in your community and equate to the risks and hazards you and your personnel will be confronted with and the level of safety afforded them during incident operations. Dynamic Risk and Command Management and the integration of BECOME SAFE concepts, ingredients for safer operations.

    • Building
    • Evaluation
    • Construction/Occupancy
    • Operational Hazards
    • Manage Time and Elements
    • Engagement
    • Situational Awareness
    • Assessment and Risk Analysis
    • Fire Behavior and Effects
    • Evaluate and Execute

    BECOME SAFE Buildingsonfire.com

     

    With the advancements in technology, software and programs, there is a vast extent of options and financial levels available to all organizations to develop publish and revise pre-incident planning documents. The key safety message here is that Pre-Fire Plans and Incident Plans can provide a significant margin of support to you during incident operations and can increase firefighter safety, reduce operational risk and aid in the risk management and command management of a give incident.

    Regardless of your agency and respond district size, complexity of simplicity, Pre-Incident Plans are a necessary part of modern firefighting and all-hazards operations. An informative planning flow chart is available within the NFPA 1620 document, Figure 4.2.3. ( Order the NFPA 1620 document through the NFPA (HERE)

    • Attached is a copy of the Tempe, AZ Fire Department Pre-Incident Planning SOP
    • The Phoenix, AZ Fire Department Pre-Incident Planning SOP is available HERE
    • An informative Pre-Fire Planning article by Battalion Chief Michael Lee is available HERE

    Spend time touring through construction sites as you monitor the progress of a building or occupancy going up.

    Look at the manner in which structural support systems are fabricated and assembled. Observe the types of materials that are being used and how they are assembled to form rooms and compartments within the structure.

    Take a good look at the manner in which floor and roof systems are constructed, these will become mission critical informational items that can be used to determine your operational profile and formulate your incident action plans. Keep abreast of changes, renovations and alternations to buildings and structures, especially as commercial and business occupancies change owners. These are special areas of concerns on wide latitude of safety and operational considerations.

    With the continued challenges in these economic times, pay very close attention to the state of your vacant and unoccupied structures. A change in strategic and tactical deployment considerations MUST be instituted; it shouldn’t be business as usual in these structures.

    • Keep apprised of different types of building materials and construction used in your community.
    • Document those conditions and aspects and train your personnel to understand the occupancies within your community.
    • Understand the Structural AnatomyTM of your buildings and occupancies.
    • The operative response to the opening question this time next year will be this: “What do you “really” know about the buildings in your district?” …The answer will hopefully be…”A lot!”

    Are you keeping up the latest construction terminology, materials and methods? Changes are you are not. But I can assure you, somewhere in your community, jurisdiciton, first, second or third-due or mutual aid area; there is new construction features, systems, components and materials being used that will affect the manner you which a structural fire will need to be addressed; The Rules of Structural Fire Suppression have changed- but know has told you…yet.

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

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

    Take a tour of your local construction sites; You’ll be surprised what you’ll see

    The fire service continues to apply the term “light weight construction” to a wide variety of building construction and systems. This expression has become a miss-application of both term and the correlation of risk and severity related to operational profiling. In other words, we apply and express the use of “light weight construction” for all types of engineered components, systems, designs and assemblies in nearly all types of building construction and occupancy use.

    Although the roots of the term can be traced back to the early 1980′s, and its application to the (then) emerging use of trussed roofing systems and the advent of wood I-beam floor supports (sans solid dimensional lumber joists), the use of the terminology in today’s context of risk assessment, strategic and tactical management and deployment models and within the context of incident operational tactics is no longer applicable, valid or suitable. It must be expanded into a more specific and descriptive level of classification and correlation.

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

    • Heritage:              Pre-1900
    •  Legacy:                1900-1949
    • Conventional:      1950-1979
    • Engineered:         1980-current 2011
    • Blended Hybrid:  2005- current 2011

             
    We’ll discuss these six classifications in greater details in a series of future postings and expand the level of details on the CommandSafety.com and Buildingsonfire.com sites.

    Our current generation of buildings, construction and occupancies are not as predictable as past “conventional” construction, therefore risk assessment, strategies and tactics must change to address the advancement of new rules of combat structural fire engagement. But if you don’t understand or know what and how those changes in predictability have occurred, you may be operating with a false sense of operational risk and safety margin.

    It’s a Lot More than just talking about “Light Weight” Construction….

    • From Plywood-CDX….to
    • Particle Board- PB…..to;
    • Orient Strand Board-OSB
    • Structural Composite Lumber- SCL
    • Laminate Strand Lumber- LSL
    • Laminate Veneer Lumber-LVL
    • Structural Insulated Panels-SIP
    • Parallel Strand Lumber-PSL
    • Machine Stress Rated Lumber- MSR
    • Medium Density Fiberboard-MDF and MDL (Lumber)
    • Finger Jointed Lumber-FJL
    • Adhesives…..
    • Do some research and check these terms out for starters.
    • We’ll talk more about these components and assemblies in the near future. So get busyover the next few days during Safety Week and discover the implications these components may have in your community….

    New Materials, New Construction; New Problems

    Here’s a link to a past informative posting related to engineered systems and their relationship to firefighter safety and operations, HERE.

    There’s some great contributed information and manufacturer “insights” on the subject engineered wood I-joists and beams and firefighter safety. There are some interesting statistical extrapolations, correlations and conveniences’ that attempt to make the case. But then again, You be the judge.

    Take at look at the presentation developed by the American Forest and Paper Association, HERE and HERE.
     
    If you haven’t done so yet, don’t forget to check out the free online training program on Structural Stability of Engineered Lumber in Fire Conditions at the UL University developed and provided by Underwriter’s Laboratories (UL),  HERE and   Tactical Patience and the New Considerations of Ventilation on Fire Behavior in Legacy and Contemporary Residential Construction

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

    • NIOSH Publication No. 2009-114: Preventing Deaths and Injuries of Fire Fighters Working Above Fire-Damaged Floors HERE
    •  NIOSH Publication No. 2005-132: Preventing Injuries and Deaths of Fire Fighters Due to Truss System Failures HERE
    • Volunteer Deputy Fire Chief Dies after Falling Through Floor Hole in Residential Structure during Fire Attack—Indiana, HERE
    • First-floor collapse during residential basement fire claims the life of two fire fighters (career and volunteer) and injures a career fire fighter captain – New York, Report HERE
    • Career Fire Fighter Dies After Falling Through the Floor Fighting a Structure Fire at a Local Residence – Ohio, HERE
    • Colerain Township, Ohio Double LODD Preliminary Report, HERE
    • Career engineer dies and fire fighter injured after falling through floor while conducting a primary search at a residential structure fire – Wisconsin, HERE
    • NFPA Report on Light Weight Construction, HERE
    • Informative USFA Coffee Break series postings related to Building Types & Fire Resistance:  HERE. HEREHERE, HERE, and HERE

     Just Look Over your Shoulder….

    I’ve commented with more than a few postings on the issues related to engineer building construction components and assemblies. I posed some questions related to Engineered Structural Assemblies & Systems (ESS) and asked if you knew what they represent and how these components, assemblies and systems may affect or influence incident operations.

    I also presented some information on the pioneering efforts and quantitative results of the Underwriters Laboratory (UL) engineers and fire service representatives from the Chicago Fire Department, HERE and HERE.

    If you’ve spent any amount of time reading through the NIOSH Fire Fighter Fatality Investigation and Prevention Program, LODD Reports or have invested time and effort to look through the data base of near miss reports and ROTW at the National Firefighter Near-Miss Reporting System, you’d recognize the magnitude of the issues and multi-faceted challenges confronting the U.S. Fire Services in the areas of engineered structural assemblies, components and building features.

    Paul Comb’s editorial image provides a poignant and distressing reality that the fire service needs to come to terms with, addressing and implementing the necessary components that assimilating refined combat firefighting techniques and methodologies; that align with the risks and hazards presented by current and emerging construction techniques, materials and consumer lifestyles that comprise our buildings and occupancies. We need to start looking over our shoulders; we need redefined strategies and tactics for today’s buildings and occupancies. When we do have the opportunity to engage in firefighting with the dragon; we may not recognize the dragon has changed, it has evolved. Yet we stand poised to engage or take-on the dragon with faulted incident operations, strategic plans and tactical intentions that provide less than adequate results.

    In those situations where we are deficient or we achieved less than expected results, we continue to miss the apparent or root causes and fall back on perceived notions and excuses. Building Knowledge = Firefighter Safety; Understanding today’s building construction, fire dynamics, fire loading and behaviors and instituting appropriate firefighting methodologies, we can achieve safe and successful fireground operations.

    Better Look Over your Shoulder

     

    •   Have you and your company, battalion or department discussed limiting factors, enhanced firefighting tactics or operational experiences related to engineered systems, past fires, observed new construction or renovations and what it all means to your assigned duties or company assignments?
    • Are you and your company adequately trained to address “modern” construction, occupancies and conditions or is a much bigger dragon lurking in the shadows?

     Remember, the Predictability of Performance and the combat firefighting based upon Occupancy Risk not Occupany Type.

      

    Remember its Occupancy RISK not Occupancy TYPE

     

    Here’s the New Formula for Fire Fighter Safety ; Bk = f2S; Building Knowledge = Firefighter Safety

     

    STOP THE ENTERTAINMENT

    There’s another factor contributing to unsafe practices, one that we rarely talk about. In short, we need to stop “entertaining” ourselves during fire suppression operations and instead focus on comprehending and reacting to evolving risks. Rather than practicing appropriate risk management, it is suggested that some individuals employ adverse behaviors that occur on a tactical level while Incident Commanders and Company Officers believe firefighters are completing their assigned tasks, thus compromising accountability.

    These behaviors include;

    Tactical amusement: engaging in any practice or tactic during fire suppression, support tasks or operations that places personnel at risk for the sake of entertainment. 

    Tactical diversion: diverting from an assignment while engaging in fire suppression, support tasks or operations in such a way that places personnel at risk.

    Tactical circumvention: deliberately “getting around” an assignment or disregarding risk assessment and incident action plans.

      

    Here’s the expanded versions in case this is the first time you’ve seen them;

    TACTICAL AMUSEMENT*tak-ti-kəl ə- *myüz-mənt

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

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

    3: pleasurable diversion while engaging in fire suppression, support tasks or operations: entertainment; that places personnel at risk

    TACTICAL DIVERSION*tak-ti-kəl də- *vər-zhən

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

    2: the reckless act of self determined task operations that diverts or amuses from defined risk assessment and incident action plans; that places personnel at risk

    TACTICAL CIRCUMVENTION*tak-ti-kəl sər-kəm- *ven(t)-shən

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

      

    TACTICAL PATIENCE (NEW) This is a new one that’s called Tactical Patience…I’ll post more on Tactical Patience  later this month.

    If we’re going to reduce firefighter injuries and deaths, we must be doing the right thing, at the right time, for the right reasons, and in the right place. We must stop the entertainment.

    ” The demands and requirements of modern firefighting will continue to require the placement of personnel within situations and buildings that carry risk, uncertainty and inherent danger. Fire suppression tactics must be adjusted for the rapidly changing methods and materials impacting all forms of building construction, occupancies and structures.

    The need to redefine the art and science of firefighting is nearly upon us. Some things do stand the test of time, others need to adjust, evolve and change.

    Not for the sake of change only, but for the emerging and evolving buildings, structures and occupancies being built, developed or renovated in our communities.

    It’s no longer just brute force and sheer physical determination that define structural fire suppression operations.

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

      

     

    Remember one thing…Don’t ever under estimate what you might encounter on any structure fire, or what might change in a second;  focus on the Occupancy Risk not the Occupancy Type….. And Know your buildings, your team and your capabilities

     

     

    Remembering FDNY Black Sunday…Multiple Firefighter LODDs January 23, 2005

     

    Chicago: Anatomy of a Building and its Collapse

     

    Anatomy of a Building and Its Collapse

     

    Buildingsonfire.com

    Buildingsonfire.com

    If you have not had a chance to look over the emerging website, Buildingsonfire.com…take some time to explore…its still under construction, with a wealth of information, research and data today’s Firefighter, Company Officer and command Officer need to know.

    The authoritative and informational site that provides leading insights on fire service issues related to Building Construction for the Fire Service,  Firefighting Operations and Command Risk Management for Operational Excellence and Firefighter Safety. 

    •  Buildingsonfire.com Link HERE

    • Buildingsonfire.com coupled with it’s companion sites CommandSafety.com and TheCompanyofficer.com will continue to provide prominent and timely information to support the continuing traditions and missions of the Fire and Emergency Services. 

    Firefighter Killed In Roof Collapse at Church Fire

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    Tabernacle of Praise church in Muncie, Indiana burns while a firefighter jumps out of a broken window. .(Maria Strauss/The Star Press)

    A major fire took command of the roof area at Tabernacle of Praise Church on the southside of Muncie, Indiana on Wednesday June 15, 2010. The fast moving fire caused significant the structural support of the roof system to collapse during fire suppression operations. This resulted in one firefighter becoming trapped with later reports indicating the firefighter died in the lin of duty.

    The fire was reported around 3:55 p.m. The Muncie Fire Department was leading efforts to battle the blaze with help from surrounding volunteer departments, who are bringing water to the incident site on tanker trucks. The structure that collapsed and on fire was sanctuary. Published reports indicate that the church was hand built by church members. Radio dispatch indicated at 4:15 p.m. a firefighter was missing after the roof collapsed.

    Dispatchers learned of the fire shortly before 4 p.m., and one reported the firefighter went missing after the roof collapsed about 15 minutes later, the newspaper reported.

    Chris Bergin / The Star Press

     

      

     

    LINKS

    • The Indy Channel HERE
    • Firefighter dies in Muncie church fire, PHOTOS HERE
    • Video Clips, HERE

    Woonsocket (RI) Eight Alarm Mill Fire: Caused by Welding

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    Woonsocket mill fire courtesy Matt Gregiore Providence Fire Video

      A 112-year-old building, once the home of the Woonsocket Rubber Co., a firm that made decoy tanks for the D-Day invasion in World War II and later manufactured Keds sneakers, was destroyed Tuesday night by a spectacular fire. Smoke from the blaze could be seen as far away as Providence.Fire Chief Gary Lataille said 10 to 15 departments from Rhode Island and Massachusetts were called in to help battle the seven-alarm blaze. While the fiire appeared to be small at first, according to Mayor Leo T. Fontaine, the fire quickly spread to engulf the 180,000-square-foot mill structure.Lataille said that with the river bordering one side of the complex, and a huge parking lot bordering another, he determined early that the best strategy was to contain the fire so it would not spread to houses along River Street and to let it burn completely to the ground
      .

      

    Aerial Overview

     

    • According to tax records, the factory was built in 1889 and is more than 217,000 square feet. It was sold to real estate company Fairmount LLC in Decemeber 2010 for $310,000.
    • The assessed value of the building and land is more than $900,000 according to tax records.
    • The building, known as Alice Mills, has been vacant since 2009 and is a very historic Woonsocket landmark. 

    Aerial View

     

     

    2nd San Francisco Firefighter Dies After Diamond Heights Fire

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    SFFD Firefighter Anthony Valerio

    It’s being reported that San Francisco Fire Fighter Anthony Valerio passed away this morning as a result of injuries sustained while operating the Diamond Heights fire on Thursday June 2nd. This becomes the second line of duty death from this incident that also resulted in the LODD of Lt. Vincent Perez.  Anthony “Tony” Valerio, a 53-year-old firefighter and paramedic critically injured in the Thursday blaze, died at San Francisco General Hospital at about 7:40 a.m., city officials said.

    Read more: http://www.sfgate.com/cgi-bin/article.cgi?f=/c/a/2011/06/04/BA2F1JPNS2.DTL#ixzz1OKjGjnNs

    San Francisco firefighter Anthony Valerio is the second firefighter to die from Thursday’s Diamond Heights fire.  According to San Francisco Fire Chief Joanne Hayes-White, Valerio had “significant damage to his respiratory system” and burns across his body after Thursday’s fire. Valerio has burns to 12 percent of his body.

     WKGO TV  ABC7 reports that according to San Francisco Fire Deputy Chief Mike Gardner said most of Fire Fighter Valerio’s burns were from steam and not from fire, adding that the temperature inside the structure was between 500 and 700 degrees.

    Previous Coverage, HERE, HERE and HERE

    • Logs show desperate hunt for doomed SF firefighters, HERE

    Read more: http://www.sfgate.com/cgi-bin/article.cgi?f=/c/a/2011/06/03/BAJG1JPBKV.DTL#ixzz1OKn7vgot

    From Thursday

    San Francisco FD: The Diamond Heights Fire Updates

    6 comments
     
    Courtesy Patty Stanton

     

    Courtesy Patty Stanton

     

    Courtesy Patty Stanton

     

    Updates from San Francisco;

     

    Charlie Side

     

    Charlie Side, Fire Extending

     

    Alpha Street Side from Google Streets

     

    Aerial Charlie Side

     

    Coincidentially, we posted a remembrance to the DCFD Cherry Road Townhouse Fire and Double FireFighter LODD from May, 1999 that is worth another look as it has similar connotations related to fire behavior, flashover conditions and multiple floor level construction factors during initial fire suppression operations, HERE

    San Francisco FD Flashover LODD, two others injured

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    San Francisco firefighters carry one of their own from the scene of a house blaze today in the Diamond Heights neighborhood. Patty Stanton / Special to The Chronicle

    San Francisco (CA) Fire Department Lt. Vincent Perez, 48, died in the line of duty during fire suppression operations trying to extinguish a fire at a four-story residential occupancy in the Diamond Heights section of San Francisco. FF Anthony Valerio, 53, is reported in critical condition at San Francisco General Hospital’s intensive care unit with severe burns.

    According to published reports, a third firefighter was treated and released for minor burns and smoke inhalation, Talmadge said. Her name was not released.

    The single family home was constructed in 1975 and has 2058 square foot of living space,  3 bedrooms and 3.0 bathrooms.

    by Mark (via uReport) ( Photo)

    Alpha Street Side

     

     

    San Francisco Chronical; S.F. firefighter dies, second fighting for life; Article and Photos HERE

    Looking Back at The Cherry Road Townhouse Fire, Double LODD; DCFD 1999

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      Looking Back at The Cherry Road Townhouse Fire, Double LODD; DCFD  May 30th, 1999

    DCFD Phillips and Matthews

     On May 30, 1999, (DCFD) fire fighters responded to a box alarm involving a townhouse fire at 3146 Cherry Rd NE, Washington, DC 20018-1612.

    DCFD FireFighter Anthony Phillips, Engine 10

    DCFD FireFighter Louis Matthews, Engine 26

    From the NIOSH Report:  The initial report came in as a house fire, and it was later reported that the fire was in the basement (all fire fighters did not receive the follow-up report of fire in the basement). Engine 26 (Lieutenant and 3 fire fighters) was the first to arrive on the scene and reported smoke showing on the front (side 1) of a row of townhouses (see Diagram 1). A fire fighter (Victim #1) from Engine 26 advanced a 1½-inch attack line through the front door (1st floor). Soon after, the layout man from Engine 26 entered to back up Victim #1. Engine 17 (Lieutenant and 3 fire fighters) arrived shortly after and stretched a 350-foot 1½-inch hose line to the rear (side 3) (see Diagram 1).

    Truck 15 (Captain and 3 fire Engine 26 and Engine 10 advanced their lines through the front door in a search for the fire and the basement door (at the top of the basement steps). As the two crews searched, Truck 4 made forcible entry through a sliding-glass door in the rear (basement entrance door at ground level). Engine 17 (at the basement door with a charged line) reported to the IC that they were on the first floor, in the rear, with a small fire showing (Engine 17 was actually at the basement level). Engine 17 radioed the IC for permission to open their line and knock down the fire.

    Knowing that he had two engine crews on the first floor in the front, the IC denied Engine 17’s request until he could locate the interior crews’ positions. He radioed the officer from Engine 26 several times for their position, but received no response.Engine 17 asked a second time for permission to hit the fire, as it began to grow. The IC denied the request a second time and again tried unsuccessfully to radio the officer from Engine 26. Conditions in the interior rapidly deteriorated, forcing the fire fighters on the first floor to search for an exit. A fire fighter in the interior recalled seeing fire appear from a doorway on the first floor.

    After seeing the fire, the fire fighter stated that everything went black and he felt an intense blast of heat. Victim #1 and Victim #2 were unable to escape, while the Lieutenant and a fire fighter from Engine 26 escaped with severe burns. All injured fire fighters were transported to a local hospital. The Lieutenant and fire fighter were admitted with burn injuries. Victim #1 was treated for severe burns and was pronounced dead the following day. Victim #2 was pronounced dead on arrival at the hospital. 
     
     Full DCFD Investigative Report HERE:  Cherry-Road-Investigation
    DC Fire and Medical Services Department Report from the Reconstruction Committee Fire at 3146 Cherry Road, NE, Washington, DC  May 30, 1999

    EXECUTIVE SUMMARY CHERRY ROAD RECONSTRUCTION

    On May 30, 1999, District of Columbia Fire Fighters Anthony Phillips and Louis Matthews sustained critical injures in the line of duty that resulted in their deaths. Three additional fire fighters sustained injuries ranging from critical to minor. Fire Chief Donald Edwards (now retired) appointed a Reconstruction Committee to investigate and evaluate the emergency response activities at this fire. This report is the result of extensive interviews, independent investigation, and evaluation of the reports of other investigators. The Reconstruction Committee has found that the District of Columbia Fire and EMS Department (Department) has several deficiencies, particularly in training, staffing, equipment, and administration. The mere knowledge of these shortcomings and recommended actions does nothing. Many of the recommendations contained in this report are the same recommendations made in a report of the investigation of the death of Sergeant John Carter in the Kennedy Street fire of October 24, 1997. Further inaction on these recommendations cannot be tolerated.

    The Cherry Road fire was initially considered by most of the personnel to be a “routine” fire. The events that took place demonstrate the serious consequences that result from failure to train, equip, and staff appropriately. At 00:17:00 on May 30, 1999, the District of Columbia Fire and Emergency Medical Services Communications Center (Communications) received a 9-1-1 telephone call reporting a fire at 3150 Cherry Road, NE. In response, Communications dispatched Box Alarm 6178, consisting of engine companies E-26, E-17, E-10 and E-12, truck companies T-15 and T-4, a battalion fire chief (BFC-1) and a rescue squad (RS1). A second 9-1-1 call at 00:18:40 provided a corrected address of 3146 Cherry Road, NE, and reported that there was fire in the basement. Communications announced this new information, but only one of the responding companies acknowledged the address change. The first units were on the scene within approximately four minutes of dispatch.

    Several initial actions were taken within the next five to six minutes.

    • The first due engine company, E-26, arrived to find heavy smoke pouring from the front door of the structure and advanced a 200-foot 1-1/2 inch attack line into the first floor area.
    • The first due truck company, T-15, arrived one minute later and began placing and ventilating at the front of the structure.
    • The second due truck company, T-4, arrived and prematurely began forcible entry and ventilation of the rear basement sliding glass door without an attack line in position for entry. The T-4 officer was informed by the occupant of the building that no one remained inside the structure, but T-4′s officer failed to report this information to the incident Commander. Truck 4′s officer also failed to give a rear size-up report.
    • Rescue Squad 1 arrived and, failing to follow SOPS, reported to the rear with one team entering along with a member of T-4. The RS-1 officer was informed by the occupant of the building that no one remained inside the structure, but RS-1′s officer failed to report this information to the Incident Commander.
    • The second due engine company, E-10, supplied a 350-foot 1-1/2 inch attack line to the rear and reported to the Incident Commander, BFC-1 that they were in a position to extinguish the fire.
    • The third due engine company, E-12, supplied E-26 with water and advanced a 400-foot 1-1/2 inch line into the first floor to back up E-26.
    • The fourth due engine company, E-12, supplied E-17 with water, then, failing to follow SOPS, advanced a 200-foot 1-1/2 inch line into the front of the building.
    • The Incident Commander, BFC-1, requested additional resources while en route, based upon the initial report from E-26. After observing the fire location and conditions in the rear, BFC-1 reported to the front of the building. Battalion Fire Chief 1 failed to establish a fixed command post and relied on a hand-held radio for communications, rather than the stronger radio mounted in his vehicle.

    Conditions quickly deteriorated after the first six minutes of operations. Companies operating in the front of the building were unaware that fire was growing in the basement because of inadequate communications and improper ventilation activities. A failure to sound a “Mayday” alarm resulted in a failure to realize immediately that there were missing fire fighters and a delayed rescue response.

    • Fire Fighter Matthews (E-26) and F/F Morgan (E-26) advanced their attack line into the structure’s front door, followed by their officer. Fire Fighter Phillips (E-10) and E-10′s officer advanced their hose line to back up E-26. During the initial entry,. personnel indicated that they felt only moderate heat.
    • Truck 4 forced entry and ventilated the rear basement sliding glass door, and soon after, E-17′s officer requested permission to attack the fire from the rear. Battalion Fire Chief 1 was unsuccessful in an attempt to contact E-26 and E-10 to determine their location, and denied E-17 permission to attack.
    • Intense heat then traveled out of the basement and up the stairway to an inadequately ventilated first floor, severely burning the fire fighters. At this point, the fire fighters attempted to exit the building. Fire Fighters Phillips (E-10) and Matthews (E-26) were critically injured and unable to exit.
    • Engine 26′s officer informed BFC-1 that F/F Matthews did not exit the building. Engine 10′s officer noted that F/F Phillips did not exit the building but did not report this to BFC-1.
    • The seriousness of the situation was not fully realized until critically injured F/F Morgan (E-26) exited the building. BFC-1 then organized a rescue effort to search for F/F Matthews.

    Rescue activities were also characterized by a lack of organization, effective communication, and personnel accountability. The rescue efforts also demonstrate the importance of each fire fighter wearing an automatically activated PASS (personal alarm safety system) integrated with the self-contained breathing apparatus.

    • When rescuers entered the building, they heard a PASS alarm. They found F/F Phillips face down on the first floor without his facepiece, apparently removed because it had started melting. It was difficult to extricate F/F Phillips from under a table; personnel noted that the first floor was extremely spongy and there were extreme heat conditions.
    • When F/F Phillips was brought outside, it was apparent that F/F Matthew: was still inside the structure and rescue efforts for F/F Matthews were resumed.
    • After a short search. F/F Matthews was located and evacuated. A total of approximately 21 minutes had elapsed from the time that the fire fighters were burned until all the fire fighters were evacuated from the building.

    Fire Fighter Phillips died at 0l :08. Fire Fighter Matthews died the following day. Fire Fighter Morgan is still recovering from his burns.

    Evidence has shown that the fire started in an electrical junction box in the space between the basement ceiling and the first floor, initially smoldered and consumed most of the air in the basement. The fire grew rapidly when the basement sliding glass door was broken, producing large amounts of super-heated fire gases. The fire gases traveled extremely quickly up the basement stairway to the first floor. The injured fire fighters were in the path of the superheated gases and were burned almost instantly.

    The Reconstruction Committee determined that the deficiencies in operations and equipment resulting in these deaths fall into the following categories.

    • Fire fighter accountability (e.g., company officers failed to keep personnel together and operate as a team; personnel did not use the “Mayday” alert when fire fighters were discovered missing)
    • Fireground command (e.g., the Incident Commander failed to establish a fixed command post; did not have an aide and was thus unable to coordinate front and rear teams; failed to sector the incident)
    • Communications (e.g., no size-up report of the rear was provided; interior companies did not make radio transmissions of their initial attack and progress; it was impossible for injured fire fighters to communicate information because they did not have radios)
    • Company/unit operations (e.g., actions of companies were not coordinated, so the actions of some companies threatened the safety of others; some officers and fire fighters worked alone or with other companies instead of staying with their own companies; truck companies were inadequately staffed)
    • Safety (e.g., PASS devices that help locate fire fighters who are immobile were not in use by each fire fighter; the Department’s Safety Office lacks the staffing and authority to conduct appropriate investigations and follow-up on safety recommendations)
    • Administration (e.g., nearly identical recommendations, made following the Kennedy Street fire were not acted upon, resulting in many of the same problems at this incident; personnel do not receive adequate training in live fires because the Department’s fire training building is unusable)

    Each of the identified problems has a solution, described in detail in this report. Some solutions are relatively easy, involving equipment and its use. Some are more complicated, and involve changing behaviors in individuals and attitudes throughout the Department. Proper training and staffing are key to solving many of the problems. It is clear, however, that none of these solutions are possible with the neglect, insufficient funding, and mismanagement that has characterized the Department. The Department’s budget must adequately support staffing, equipment and training. Additionally, the Department must no longer tolerate the notion that SOPs and proper fireground behaviors are only important for “major” fires and not as important for “routine” fires. The Department must vigorously enforce SOPS and demand professionalism at all levels of the fire department and at all emergency incidents.

      

    Flashover Room Photo by DCFD.com

      
     
     
     

     

     
     
     
     

    NIOSH investigators concluded in their 1999 report that, to minimize the risk of similar incidents, fire departments should:

    • ensure that the department’s Standard Operating Procedures (SOPs) are followed and refresher training is provided
    • provide the Incident Commander with a Command Aide
    • ensure that fire fighters from the ventilation crew and the attack crew coordinate their efforts
    • ensure that when a piece of equipment is taken out of service, appropriate back up equipment is identified and readily available
    • ensure that personnel equipped with a radio position the radio to receive and respond to radio transmissions
    • consider using a radio communication system that is equipped with an emergency signal button, is reliable, and does not produce interference
    • ensure that all companies responding are aware of any follow-up reports from dispatch
    • ensure that a Rapid Intervention Team is established and in position immediately upon arrival
    • ensure that any hose line taken into the structure remains inside until all crews have exited
    • consider providing all fire fighters with a Personal Alert Safety System (PASS) integrated into their Self-Contained Breathing Apparatus (SCBA)
    • develop and implement a preventive maintenance program to ensure that all SCBAs are adequately maintained.

     

    Aerial Alpha Side

     

    Street Side-Alpha from Parking Lot

     

    Aerial From the Delta Side

     

    Aerial Charlie Side

       

    Fire Intensity at the Front Door after the flashover on the Alpha Side

       

    Post Flashover on the Charlie Side

       

    INCIDENT INTRODUCTION AND OVERVIEW

    On May 30, 1999, two fire fighters died and two were injured while battling a townhouse basement fire. Two fire fightersVictim #1, a 30-year-old nozzleman from Engine 26, and Victim #2, a 29-year-old nozzleman from Engine 10had to be rescued when interior crews were hit by an intense blast of heat and flames. Victim #1 was rescued and transported to a nearby hospital where he was pronounced dead the following day. Victim #2 was rescued and pronounced dead on arrival at the hospital.

    On June 1, 1999, the International Association of Fire Fighters notified NIOSH of the incident, and on June 21, 1999, a Safety and Occupational Health Specialist, the Senior Investigator, and the Team Leader of the NIOSH Fire Fighter Fatality Investigation and Prevention Program, initially investigated this incident. On July 21, 1999, a Safety and Occupational Health Specialist and a Safety Engineer conducted additional interviews.

    An Engineer and a Physical Scientist from NIOSH also completed an evaluation of the department’s SCBA maintenance program on July 21, 1999. On August 31, 1999, a Safety and Occupational Health Specialist returned to interview the seriously injured fire fighter.

    Meetings and interviews were conducted with: the Chief, the Assistant Chief, the two Battalion Chiefs on the scene (one of whom was the Incident Commander), fire fighters on the box alarm, the department safety officer, and the investigation team from the fire department involved in the incident. Representatives from the personal protective equipment manufacturer, the National Institute of Standards and Technology (NIST) who evaluated the victims’ personal protective equipment and will be developing the fire growth data for the department, the metropolitan police, and the owner of the townhouse were also interviewed.

    Copies of photographs, training records, Standard Operating Procedures (SOPs), the reports completed by fire department investigators, the autopsy reports, and the floor plan of the townhouse were obtained. A site visit was conducted and photographs of the fire scene were taken.The fire department involved in this incident is comprised of 1,764 total employees, of whom 1,182 are uniformed fire fighters. The department serves a population of approximately 1 million in a geographic area of 69 square miles. The fire department requires all new fire fighters to complete fire fighter level I and fire fighter level II requirements, Emergency Medical Technician courses, hazmat, driver and vehicle operations, first aid, search and rescue, live fire training, and cardiopulmonary resuscitation (CPR). Fire fighters are then assigned to a department where they are placed on probation for 1 year.

    Each fire fighter is also certified as an Emergency Medical Technician (EMT). Refresher training courses are continued throughout the year. The victims’ training records were reviewed and appeared to be adequate. Victim #1 had 6½ years of experience as a fire fighter and EMT, while Victim #2 had 3½ years of experience as a fire fighter and EMT.Additional companies responded to this incident; however, only those directly involved are included in this report.

    Aerial view of fire scene

     

     

    First due, Engine 26 laid a 3″ (76 mm) supply line from a hydrant at the intersection of Banneker Drive and Cherry Road NE, positioned in the parking lot on Side A, and advanced a 200′ 1-1/2″ ( 61 m 38 mm) pre-connected hoseline to the first floor doorway of the fire unit on Side A (see Figures 1 and 2). A bi-directional air track was evident at the door on Floor 1, Side A , with thick (optically dense) black smoke from the upper area of the open doorway. Engine 26′s entry was delayed due to a breathing apparatus facepiece malfunction. The crew of Engine 26 (Firefighters Mathews and Morgan and the Engine 26 Officer) made at approximately 00:24.

    Figure 1. Plot and Floor Plan-3146 Cherry Road NE

    plot_and_floor

    INVESTIGATION

    On May 30, 1999, at 0017 hours, Central Dispatch received a call of a house fire. Dispatch toned out a box alarm which consisted of the following:

    • 1st due Engine 26 (Lieutenant and 3 fire fighters [including Victim #1])
    • 2nd due Engine 17 (Captain and 3 fire fighters)
    • 3rd due Engine 10 (Lieutenant and 3 fire fighters [including Victim #2])
    • 4th due Engine 12 (Lieutenant and 3 fire fighters)
    • 1st due Truck 15 (Captain and 3 fire fighters)
    • 2nd due Truck 4 (Lieutenant and 3 fire fighters)
    • Rescue 1 (Lieutenant and 4 fire fighters)
    • Battalion Chief 1 (the Incident Commander) (BC-1)

    The working fire alarm was dispatched at 0023 hours and consisted of the following:

    • Engine 14 (Sergeant and 3 fire fighters)
    • Chief 2
    • Air 2 (1 fire fighter)
    • Fire Investigation Unit (Car 43) (fire investigator)
    • Alcohol Tobacco and Firearms (ATF) (Car 83)
    • Medic 17 (2 paramedics)
    • Department Safety Officer

    The Hazmat Unit was also dispatched at the same time as the working fire alarm.At 0029 hours, a task force alarm was toned with the following response:

    • Engine 6 (Lieutenant and 3 fire fighters)
    • Engine 4 (Lieutenant and 3 fire fighters)
    • Truck 7 (Lieutenant and 3 fire fighters)
    • Battalion Chief 4

    As companies responded to the call of a house fire, dispatch made a second report that the fire was in the basement. During the investigation, it became clear that all companies did not receive the second report of a basement fire. Engine 26 was first to arrive on the scene at 0023 hours and reported smoke showing from the front of the building. Being the first-due engine, they positioned the engine in the small parking area in front of the row of townhouses (see Diagram 1). Engine 10 arrived behind Engine 26 as the third-due engine company and stretched a 400-foot, 1½-inch line to the front entrance (see Photo 1).

    Engine 17 was the second-due engine company, also arriving at 0023 hours. Upon arrival, Engine 17 stretched a 350-foot, 1½ -inch line around the adjacent units (see Diagram 1) to the rear of the burning townhouse. Arriving at 0024 hours was Engine 12, as the fourth-due engine company, which by department Standard Operating Procedures (SOPs), required them to back up Engine 17 in the rear. Instead of backing up Engine 17, the crew of Engine 12 went to the front. The IC (BC-1) was en route to the scene, and from the report he received from Engine 26, he requested a working-fire dispatch. The working-fire alarm dispatched Engine 14, Battalion Chief 2 (BC-2), Air 2, Fire Investigation Unit (Car 43), the Alcohol Tobacco and Firearms (ATF) unit (Car 83), Medic 17, and the department’s Safety Officer. The Hazmat Unit was also dispatched at the same time. The IC ordered BC-2 to take command of the rear when he arrived on the scene.The front door of the townhouse was open and emitting thick, black smoke. With a charged line, a fire fighter from Engine 26 (Victim #1) approached the front door, as his layout man and officer donned their SCBAs. Preparing to enter, Victim #1 experienced a problem with his SCBA facepiece. He returned to the engine and switched facepieces with his Wagon Driver. After switching facepieces, he told his officer at the front door that everything was working properly and he was taking in a line. With a charged line, he entered through the front door. Shortly after, the layout man entered, followed the line, and met the fire fighter (Victim #1).

    The officer of Engine 26 entered last and proceeded into the structure to locate his crew. With a charged line, a fire fighter (Victim #2) and the Lieutenant from Engine 10 entered behind the officer from Engine 26 to provide back up. The layout man from Engine 10 was ordered by his Lieutenant to stay at the front door and feed the line inside.Truck 15 arrived on scene at 0024 hours as the first-due truck company, and started ventilation in the front according to department SOP requirements. The officer and a fire fighter on Truck 15 threw a ladder to the roof and the officer began to ventilate the large front window at ground level. Security bars were blocking the window, so a fire fighter from Truck 15 entered the structure, approximately 10 feet into the kitchen area, to vent the window from the interior. The fire fighter then exited the structure (see Floor Plan A-1).

    Next, the officer from Truck 15 climbed the ladder and stopped at a window on the second floor to knock it out. After knocking out the window, he returned to the ground as the driver and Tillerman from Truck 15 climbed the ladder to the roof. The two of them cut approximately three vent holes in the roof and stated that thick, black smoke was emitting from the holes. Truck 4 arrived at 0025 hours as the second-due truck company and began ventilation in the rear of the structure. [NOTE: Truck 4 was responding for Truck 13, which was out of service at the time of this incident. Truck 13 was housed in the same station as Engine 10 and would have arrived on the scene at the same time as Engine 10 (approximately 2 minutes earlier) if it had been in service.] On arrival, a fire fighter and the officer from Truck 4 began forcible entry to the rear basement sliding-glass door (which was protected by an iron security gate (see photo 2)) as the driver and the Tillerman from Truck 4 threw ladders to the windows above the door (see Floor Plan A-2). The fire fighters stated that they saw small spot fires all over the basement floor.

    The driver and the Tillerman tried to knock out the windows on the second floor, but felt they were unsuccessful because they could not feel the ladders breaking the glass. They also tried to break the sliding-glass door on the first floor with the ladder, but could not. [NOTE: The windows on the second floor were left open by the homeowner, which is why the fire fighters could not feel the glass break. The sliding-glass door on the first floor was a two-panel sliding-glass door, which fire fighters could not break with the ladder they were using. The sliding-glass door on the first floor had no security gate over it.]

    The driver and Tillerman from Truck 4 left the ladder at the window on the second floor and returned to the truck to get a second ladder to go to the roof.Engine 17 was now positioned at the rear sliding-glass door as Truck 4 prepared entry (basement level). Using a gas-powered saw and a sledge hammer, the officer and fire fighter from Truck 4 removed the iron security gate and broke open the glass door at 0026 hours (see Photo 2). Members of Truck 4 and Engine 17 stated that when the sliding-glass door was opened, air began to be sucked inside by the fire. They also saw small fires on the floor and stated that when the door was opened the fires grew larger. The Lieutenant from Engine 17 reported to the IC that they had fire on the first floor and requested permission to hit the fire. [NOTE: Engine 17 was unaware that they were at the basement level due to the route they took to get to the rear. As they proceeded to the rear, they noticed the row houses they went between were only two stories, which caused confusion (see Diagram 1).]

    The IC denied their request in fear of opposing hose lines. He then radioed the officer from Engine 26 to locate their position. He received no response from them. The IC knew that the crews from Engine 26 and Engine 10 had entered through the front door on the first floor.Rescue 1 arrived on the scene at approximately the same time that Truck 4 made entry. They were required to complete search and rescue operations. Two fire fighters from Rescue 1 and a fire fighter from Truck 4 entered the basement to search the interior for any civilians. Shortly after they entered, the Lieutenant from Engine 17 ordered them out as conditions began to deteriorate. One of the fire fighters who exited stated that they were able to follow a small path (limited fire) to the exterior before the entire basement erupted into flames.

    The driver and Tillerman from Truck 4, who returned to the truck to retrieve a second ladder, saw that the basement was fully engulfed with fire. They decided to pull a line from Engine 12 to provide back up for Engine 17. Engine 12 was supplying Engine 17 and had positioned their engine towards the rear of the structure, but Engine 12’s crew proceeded to the front of the structure (see Diagram 1). The officer and a fire fighter from Engine 12 entered the front of the structure advancing approximately 2 to 3 feet, where they remained throughout the attack. The Lieutenant from Engine 17 requested to hit the fire a second time and was denied.

    The IC denied their request because he still had not received a response from the officer of Engine 26. The IC radioed the officer of Engine 26 a second time and received no response.At this point Engine 26 and Engine 10 were inside the structure searching for the basement door. Department SOPs required them to locate the basement door and close it or hold off at the stairs with a fog spray. The fire fighter on Engine 26, who entered the structure to back up the Nozzleman (Victim #1) stated that it was extremely hot, but tolerable, when he met up with Victim #1. He stated that the floor was solid and as they proceeded further into the structure, and visibility was improving. He recalled seeing the sliding-glass door to the rear of the first floor, a table, and a sofa on his right side. This would position Victim #1 and the fire fighter in the living room, in front of the basement-stairs door (see Floor Plan A-1). He also stated there were no signs of fire and the heat remained constant. He could not recall his officer joining the two fire fighters, but did recall hearing a radio transmission. [NOTE: Only officers carry radios and he did not know whose radio he heard.]

    It was determined that Engine 10 was inside backing them up at this time, however, the two fire fighters from Engine 26 were unaware of any other fire fighters inside.After hearing the radio transmission, the fire fighter from Engine 26, backing up Victim #1, looked over his left shoulder and saw fire appear, filling up what looked to be a doorway. He stated the fire came out of the doorway, then disappeared, and everything went black. At that point he felt an intense blast of heat. He dropped the line and immediately started squirming around in his turnouts, in an attempt to release the heat. He asked Victim #1 where the hose line was and related to him that something was wrong and they had to get out. Victim #1 responded by saying that he did not know where the hose line was. The fire fighter stated that Victim #1 sounded as if he was in a crouched position waiting to be rescued.

    He then heard a loud scream from his left side, which lasted approximately 15 seconds. The scream was clear and not muffled by an SCBA. He stated that the scream was getting closer when he heard a loud thump, as if someone dropped to the floor, and then complete silence.

    He then crawled forward and found the nozzle of a hose line. [NOTE: Victim #2 was found not wearing his SCBA facepiece. It is believed the scream was from Victim #2.] The Lieutenant on Engine 10 recalled that as they backed up Engine 26, he turned back towards the front door and could see some light from the front doorway (entrance). He also stated that it was very hot inside the structure. As he turned back around, he felt an intense blast of heat and was knocked backward by a frantic fire fighter attempting to exit. The lieutenant then exited through the front door. When the heat hit the fire fighters, the Lieutenant thought that he was in the hallway, next to the basement door (see Floor Plan A-1). The officer of Engine 26 stated that as he made his way toward the rear of the structure to join his crew, he also encountered an intense blast of heat. Feeling that he was being burned, he quickly turned, and exited through the front door. The layout man from Engine 10 started pulling out the hose line from Engine 10, in an attempt to assist Victim #2 in his exit. As he pulled the hose line out, he noticed there was no one on the end, which meant Victim #1, Victim #2, and the fire fighter from Engine 26 remained inside.As the officers from Engine 26 and Engine 10 exited, the IC was walking up to the structure to get a better position.

    The IC was unaware of any problems until he got close enough to see the fire fighters exiting. He immediately ran to the front and saw the officer from Engine 26, who related to him that Victim #1 was still inside. The IC then saw the Lieutenant from Engine 10 and ordered him to go back inside with his crew and search for Victim #1. The IC later recalled that the Lieutenant from Engine 10 appeared to be dazed and did not relate to him that anyone else was missing. The IC only became aware that Victim #1 was missing at this time.The fire fighter from Engine 26, who was still inside, stated that as he grabbed the nozzle he rolled on his back and opened it on the ceiling in a straight stream circular pattern. He felt the room was going to flash and wanted to cool it down. As he applied water, he recalled seeing fire on the ceiling. He stated that the water reduced the heat, but it was still very hot. He opened the line a second time on the ceiling and did not see any fire. He then followed the line, exiting the structure. He did not hear any other fire fighters inside or any Personal Alert Safety Systems (PASS) alarming at that time. He stated that he was inside for approximately 1½ minutes from the time the blast of heat hit them until his exit. He exited the structure at approximately 0031 hours. He asked if Victim #1 had made it out and was told that he had not.

    He communicated to the IC that he thought Victim #1 was still inside, straight back through the hall, and to the right by a sofa (see Floor Plan A-1).The IC received an additional request from Engine 17 in the rear, this time stating they were at the basement level and had heavy fire inside the basement. Engine 17 requested permission to hit the fire and the IC responded by telling them that they had a fire fighter down inside, on the first floor, and to hit the fire with a straight stream. Engine 17 opened the straight stream on the fire in the basement and quickly knocked it down.

    At approximately 0032 hours, the Lieutenant from Engine 10 reentered the townhouse to begin his search.Joining the Lieutenant was the Lieutenant and a fire fighter from Rescue 1. They entered through the front door to begin their search, stating the heat was tolerable, and visibility was improving. As they got inside the structure they could hear a PASS alarm going off. They immediately followed the shrill alarm to locate a downed fire fighter. The fire fighter was lying under a table, unconscious, and with his SCBA facepiece off. His SCBA was equipped with an integrated PASS alarm, which was automatically activated when the victim turned on his SCBA. After locating the downed fire fighter, they called for assistance to remove him. The IC ordered the Hazmat crew to enter and assist removing the downed fire fighter. Engine 14’s crew was already on their way inside to provide assistance. Additional fire fighters from Engine 6 and Engine 4 also entered the townhouse and helped remove the victim to the front lawn, at approximately 0045 hours. They immediately started cardiopulmonary resuscitation (CPR) and provided medical treatment to the victim’s burns. The victim, who was later identified as Victim #2, was severely burned and the IC could not determine if it was the fire fighter they were searching for, or another fire fighter.

    A fire fighter standing nearby related to the IC that he could tell by the size of the victim that it was not Victim #1. The IC continued the search efforts, and at approximately 0049 hours, Victim #1 was found and removed. He was found slumped over the couch face down.He was found equipped with a PASS device (manually operated) attached to his turnout gear. The PASS device was not activated and was found in the off position. [NOTE: The PASS device was later inspected and was determined to be working properly.] Fire fighters removed the victim to the front lawn of the structure where they located a pulse and immediately provided medical treatment. All three fire fighters, along with the Lieutenant from Engine 26, were transported to a nearby hospital.Victim #1 was treated for his burns and was admitted to the burn unit. He was pronounced dead the following day, May 31,1999, at 1450 hours. Victim #2 was pronounced dead on arrival to the hospital on May 30,1999, at 0108 hours. The injured fire fighter from Engine 26 received first-, second-, and third-degree burns to over 60 percent of his body.

    He was admitted to the burn unit where he was treated for his burns. He has been released from the burn unit and is currently undergoing rehabilitation. The Lieutenant from Engine 26 received treatment for burns to his hands and head area and was released the following day.

    CAUSE OF DEATH

    According to the Medical Examiner, Victim #1 died due to thermal injuries involving 60% of total body surface area and airways. Victim #2 died due to thermal injuries involving 90% of total body surface area and airways.

    Firefighting Operations

    DC Fire and EMS Department standard operating procedures (SOP) specify apparatus placement and company assignments based on dispatch (anticipated arrival) order. Note that dispatch order (i.e., first due, second due) may de different than order of arrival if companies are delayed by traffic or are out of quarters.

    Standard Operating ProceduresOperations from Side A

    • The first due engine lays a supply line to Side A, and in the case of basement fires, the first line is positioned to protect companies performing primary search on upper floors by placing a line to cover the interior stairway to the basement.
    • The first due engine is backed up by the third due engine.
    • The apparatus operator of the third due engine takes over the hydrant and pumps supply line(s) laid by the first due engine, while the crew advances a backup line to support protection of interior exposures and fire attack from Side A.
    • The first due truck takes a position on Side A and is responsible for utility control and placement of ladders for access, egress, and rescue on Side A.
    • If not needed for rescue, the aerial is raised to the roof to provide access for ventilation.
    • The rescue squad positions on Side A (unless otherwise ordered by Command) and is assigned to primary search using two teams of two. One team searches the fire floor, the other searches above the fire floor.
    • The apparatus operator assists by performing forcible entry, exterior ventilation, monitoring search progress, and providing emergency medical care as necessary.

    Operations from Side C

    • The second due engine lays a supply line to the rear of the building (Side C), and in the case of basement fires, is assigned to fire attack if exterior access to the basement is available and if it is determined that the first and third due engines are in a tenable position on Floor 1.
    • The second due engine is responsible for checking conditions in the basement, control of utilities (on Side C), and notifying Command of conditions on Side C.
    • Command must verify that the first and third due engines can maintain tenable positions before directing the second due engine to attack basement fires from the exterior access on Side C.
    • The second due truck takes a position on Side C and is responsible for placement of ladders for access, egress, and rescue on Side C.
    • The aerial is raised to the roof to provide secondary access for ventilation (unless other tasks take priority).

    Command and Control

    • The battalion chief positions to have an unobstructed view of the incident (if possible) and uses his vehicle as the command post.
    • On greater alarms, the command post is moved to the field command unit.
    • Notes: This summary of DC Fire & EMS standard operating procedures for structure fires is based on information provided in the reconstruction report and reflects procedures in place at the time of the incident. DC Fire & EMS did not use alpha designations for the sides of a building at the time of this incident. However, this approach is used here (and throughout the case) to provide consistency in terminology.

      

    CFBT-US LLC ( Chief Ed Hartin’s exceptional blogg)  Has an excellent post and analysis of the Cherry Road Fire that was posted a few years ago, Check it out HERE

    More from CFBT- US LLC HERE;

     

    From wrightstyle.com.uk (HERE)

    They call it the House of Pain, and the fire fighters of Engine Company 10 and Truck Company 13 experience quite a lot of it.  Theirs is one of the busiest fire station in the United States, serving a large residential area of northeast Washington DC. It gained its nickname in 1991, when fire crews were called out 9,947 times.  Between 1991 and 2000, the House of Pain responded to 75,526 fire and other emergencies.

    Like all fire fighters, Anthony Phillips also had a nickname.  On his first day with Engine Company 10 he turned up wearing a jacket emblazoned with the words Hot Sauce.  No one had told him the cardinal rule of nicknames: you don’t get to pick your own. But it’s not all hard work in the House of Pain.  On the Sunday of Memorial Day Weekend 1999, Anthony “Sauce” Phillips’ wife, Lysa, and their two children, aged six and 21 months, came to the station for a holiday visit.  Unusually for the fire station, it had been a quiet day.

    The House of Pain lies in the Trinidad district of Fort Lincoln, where a civil war fort was built for the defense of Washington.  Nearby is the town of Bladensburg, the site of a battle in which American forces were heavily defeated by the British during the country’s revolution.

    But the day didn’t end quietly for the fire fighters of the House of Pain.  Early on May 30th at seventeen minutes past midnight, the District of Columbia Fire and Emergency Medical Services Communications Center received a 911 telephone call reporting a fire at 3150 Cherry Road.

    The residents of the property had been woken by their smoke alarm, gone downstairs to the first floor, and found smoke and heat.  Wisely, they left the house through the front door, leaving the front door open.

    In response, Communications dispatched four engine and two truck companies, a battalion fire chief and a rescue squad.  A second 911 call less than two minutes later provided a corrected address of 3146 Cherry Road, and reported that there was fire in the basement.

    Communications passed on the change of address, although only one of the responding fire companies acknowledged it.  However, the first units were on the scene within four minutes of dispatch, and at approximately 00:24:00 fire fighters began entering the first floor via the front door, through which was coming heavy smoke.

    Among the fire fighters from Engines 10 and 26, the first to arrive on the scene, were Anthony Phillips and Louis Matthews, a 29-year-old divorced father who had celebrated his son’s second birthday only the week before.  Matthews was a seven-year veteran of the fire service.

    Within two minutes, the front window on the first floor was taken out by the fire fighters to provide additional ventilation.  The window was removed from the inside, due to obstructions from security bars on the outside.  Fire fighters also opened windows on the second story at the front of the house.

    Another fire team positioned by sliding glass doors at the basement level reported that the basement was full of smoke but that there seemed to be very little fire.  Despite significant confusion over the exact location of the fire fighters upstairs, a decision was taken to break out the basement’s sliding glass.

    This was achieved in two stages.  First the right half was taken out at approximately 00:26:20.  Then the left side was removed approximately 20 seconds later.  Once again, there were obstructions from security bars.  After the sliding glass door was broken out, fire fighters entered the basement to conduct a search.

    They reported that there were a number of small fires on the floor of the basement.  However, these rapidly increased in size after the sliding glass door was opened.  The fire fighters were ordered out of the basement as the fire quickly intensified.

    Luckily, the team saw a tunnel through the smoke and it was that safe pathway that allowed them to find their way out of the basement, just before it became engulfed in a fully-fledged inferno.  Seconds later, from upstairs, came the first report of a fire fighter down.

    It was worse.  District of Columbia Fire Fighter Anthony Phillips was pronounced dead on arrival at hospital, becoming the 96th fire fighter to die in the line of duty.  F/F Louis Mathews, the 97th, died the following day as a result of his injuries, the first double line-of-duty deaths in almost 90 years for the city’s fire service.

    Two other fire fighters sustained minor injuries but a third, Fire Sergeant Joe Morgan, 36, also from Engine 26, spent 180 days in hospital and underwent over 21 surgical procedures for 60% burns.  On admission, the father of four was given only a 5% chance of survival, and one doctor described his recovery as a miracle.  Joe Morgan returned to work as an instructor, never again as a front-line fire fighter, but soon afterwards was forced to retire because of disability.

    It was the very routine nature of the fire and its tragic outcome that prompted the District of Columbia Fire and Emergency Medical Services Department Reconstruction Committee to request a full investigation into the fire dynamics of the incident. This was carried out by the Building and Fire Research Laboratory (BFRL) at the National Institute of Standards and Technology (NIST), whose mission is to conduct basic and applied fire research, including fire investigations, for the purposes of understanding fundamental fire behavior and to reduce loss of life.

    The investigation made use of the NIST Fire Dynamics Simulator (FDS), a computer modeling program that looked at data from three sources: the District of Columbia Fire and Emergency Medical Services Department Reconstruction Committee, photographs and measurements taken by NIST staff, and from material properties taken from the FDS database.

    The investigating team wanted to know how the opening of windows and doors had affected the dynamics of the fire. By using sophisticated modeling techniques, the investigators were able to run different scenarios and see the different computer predictions.  They could then match what the simulator showed with information they had collected from the scene and from witnesses.

    Investigators identified what is referred to as the fuel package or fuel load that was involved in the fire, the total quantity of combustible contents of the space. NIST’s simulator was then plugged into a database of the heat release rates of different types of furniture and furnishings, expressed as British Thermal Units (BTUs) or Kilowatts (kW) per second.

    The model divides the space involved in the fire into thousands of “cells.”  In the Cherry Road simulations, the cells measured just eight inches by four inches high.  Once the physical data was entered into the computer, it was able to model the conditions for each cell, and then combine all of them together to provide an overall simulation of the fire.

    Investigators determined that the fire started near an electrical fixture in the ceiling of the basement, and that the actual fire may have taken several hours to develop to a flaming stage.  As the fire spread from the ignition source, first along the ceiling and then to other items in the basement, it first developed quickly but then depleted the supply of oxygen necessary for combustion.

    This lack of oxygen had the effect of rapidly decreasing the heat release rate or energy being produced by the fire.  It was at this point, when the fire’s heat release rate was being constrained, that fire fighters made their entry on the first floor of the building.  However, and against some expectations, opening windows on the front of the townhouse on the first and second floors seemed to have had no noticeable impact on the fire development.

    It was the breaking open of the basement door that created the firestorm.  The FDS calculations were that the opening of the basement sliding glass doors provided outside air into a pre-heated but under ventilated fire compartment, which then developed into a post-flashover fire within 60 seconds.

    Some of the resulting fire gases flowed up the basement stairwell with a high velocity and collected in a pre-heated, oxygen depleted first floor living room with limited ventilation.  More precisely, the model showed that the superheated gases moved up the stairs at approximately 18 miles per hour.

    As the townhouse was only 33 feet high, it meant that the extremely hot gases moved through the townhouse in less than two seconds.  F/F Anthony Phillips’ autopsy revealed that he died of “asphyxiation due to inhalation of superheated air, soot, and smoke.”  It some respects, it was remarkable that the loss of life wasn’t greater.

    What makes the Cherry Road fire so important is that it was a catastrophic fire that took place in a relatively small area so that its fire dynamics were capable of analysis, using techniques at the forefront of forensic science.  Two facts were immediately clear.

    • First, it underlined how a relatively insignificant fire can become an inferno in a matter of seconds and that, when it does, flashover can engulf a whole building in a few moments.  Many of the lessons of the Cherry Road fire are now part of US fire training program. 
    • Second, the inferno was caused by breaking open the compartment within which the fire was contained.

     

    From the NIST

    Fire Safety Engineering Division  Building and Fire Research Laboratory
    National Institute of Standards and Technology
    NISTIR 6510

    Simulation of the Dynamics of the Fire at 3146 Cherry Road NE, Washington D.C., May 30, 1999

    Report by: Daniel Madrzykowski and Robert L. Vettori  April 2000

    This report describes the results of calculations using the NIST Fire Dynamics Simulator (FDS) that were performed to provide insight on the thermal conditions that occurred during the fire at 3146 Cherry Road NE, Washington D.C. on May 30, 1999.  Input to the computer model was developed from 3 sources; the District of Columbia Fire and Emergency Medical Services Department Reconstruction Committee, photographs and measurements taken by NIST staff during a June 3, 1999 site visit, and from material properties taken from the FDS database.

    An FDS model scenario was developed that best represented the actual building geometry, material thermal properties, and fire behavior based on information from the Reconstruction Committee and Physical Evidence.  The results from this model scenario are provided with this report.  Results from an additional model scenario, which included the opening of the sliding glass door on the first floor prior to opening of the sliding glass door in the basement, are also presented.

    The FDS calculations that best represent the actual fire conditions indicated that the opening of the basement sliding glass doors provided outside air (oxygen) to a pre-heated, under ventilated fire compartment, which then developed into a post-flashover fire within 60 s.  Some of the resulting fire gases flowed up the basement stairwell with high velocity and collected in a pre-heated, oxygen depleted first floor living room with limited ventilation. 

    Introduction

    Part of the mission of the Building and Fire Research Laboratory (BFRL) at the National Institute of Standards and Technology (NIST) is to conduct basic and applied fire research, including fire investigations, for the purposes of understanding fundamental fire behavior and to reduce losses from fire. 

    On May 30, 1999 a fire in a townhouse at 3146 Cherry Road NE, Washington D.C. claimed the lives of two District of Columbia firefighters and burned other firefighters.  The District of Columbia Fire and Emergency Medical Services Department Reconstruction Committee requested the assistance of NIST for the purpose of examining the fire dynamics of this incident.  NIST has performed computer simulations of the fire using the newly developed, NIST Fire Dynamics Simulator (FDS) and Smokeview, a visualization tool, to provide insight on the fire development and thermal conditions that may have existed in the townhouse during the fire.  This document describes the input and the results of the NIST FDS calculations.

    Fire Summary

    This account of the events relevant to the fire at 3146 Cherry Road NE is based on information provided to NIST by the Reconstruction Committee.  Shortly after midnight, on May 30th, 1999, occupants at 3146 Cherry Road, NE awoke to a smoke alarm that had activated in the residence.  The occupants went downstairs to the first floor, found hot smoky conditions, and exited the residence via the front door, leaving the front door open.  At 00:17:00 hrs, the first 911 call was received.  The first engine arrived on the fire scene in approximately 6 minutes.  At approximately 00:24:00, firefighters began entering the first floor via the front door.  Conditions on the first floor were described as “heavy smoke,” with thick black smoke coming from the doorway.  Within two minutes, the front window on first floor was taken out by firefighters to provide ventilation.  The window was removed from the inside, due to obstructions from security bars on the outside.  Firefighters were also opening the second story windows on the front of the house.  The occupants had left the second story windows on the backside of the house open.

    Firefighters positioned by the sliding glass doors on the basement level, reported that the basement was fully charged with smoke and that upon arrival a few flames appeared briefly.  The sliding glass door was broken out in two stages.  First the right half was taken out at approximately 00:26:20.  Then the left side was removed approximately 20 seconds later, due to obstructions from security bars.  After the sliding glass door was broken out, firefighters entered the basement to conduct a search.  They reported that there were a number of small fires on the floor of the basement, and that the fires began to increase in size after the sliding glass door was opened.  The firefighters were ordered out of the basement as the fire rapidly increased in size.  The firefighters reported that a tunnel or path was open in the smoke that enabled them to find their way out of the basement to the exterior, just prior to the basement becoming fully involved with fire.  Within two minutes after entering the basement, flames from the basement extended up the backside of the townhouse.  Seconds later there was a report that a firefighter was down.  Firefighters that were working on the first floor reported that they felt an intense blast of heat prior to exiting the building.  Two of the firefighters working on the first floor, one positioned near the open doorway to the basement stairs and the other located near the sofa on the back wall of the townhouse, died from injuries caused by the fire.  A third firefighter, positioned between the two firefighters that died, survived the fire, but sustained substantial burn injuries.  

    The post fire investigation determined that the fire started near an electrical fixture in the ceiling of the basement.  The basement had severe fire damage throughout, indicating a well-mixed, post-flashover fire environment.  The stairway from the basement to the first floor also showed signs of flame impingement on the ceiling and walls.  The door at the top of the basement stairs was open during the fire and had been partially burned away.  The basement stairway opened into the living room on the first floor.  The living room had significant deposits of soot throughout, with limited thermal damage.  Most of the paper on the gypsum board walls and ceiling remained intact and sofas in the room only showed signs of pyrolization or limited burning on the upper portions of the back cushions and top surfaces of the seat cushions.  Areas in the living room away from the basement door opening had less thermal damage.

    NIST Fire Dynamics Simulator  (FDS) 

    NIST has developed a computational fluid dynamics (CFD) fire model using large eddy simulation (LES) techniques [1].  This model, called the NIST Fire Dynamics Simulator (FDS), has been demonstrated to predict the thermal conditions resulting from a compartment fire [2,3].  A CFD model requires that the room or building of interest be divided into small rectangular control volumes or computational cells.  The CFD model computes the density, velocity, temperature, pressure and species concentration of the gas in each cell based on the conservation laws of mass, momentum, and energy to model the movement of fire gases.  FDS utilizes material properties of the furnishings, walls, floors, and ceilings to simulate fire spread.  A complete description of the FDS model is given in reference 1.

    In large scale fire tests reported in [2], FDS temperature predictions were found to be within 15 % of the measured temperatures and the FDS heat release rates were predicted to within 20 % of the measured values [2].  For relatively simple fire driven flows, such as buoyant plumes and flows through doorways, FDS predictions are within experimental uncertainties [3].  Therefore the results are presented as ranges to account for this uncertainty.

    Smokeview

    Smokeview is a visualization program that was developed to display the results of a FDS model simulation.  Smokeview produces animations or snapshots of FDS results [4].

    Estimated time that firefighters from Engine 26 & Engine 10 are burned on first floor

    FDS Input

    FDS requires as inputs the geometry of the building compartments being modeled, the computational cell size, the location of the ignition source, the ignition source, thermal properties of walls, furnishings and the size, location, and timing of vent openings to the outside which critically influence fire growth and spread.  The timing of the vent openings, Table 2, used in the simulation based on an approximate timeline of the fire fighting activities in Table 1

     Table 1.  Approximate Timeline Based on Reconstruction Committee Input

    Incident Time

    Actions

    Simulation Time

    00:17:00 First call reporting fire  
    00:18:40 Second call – “fire in basement”  
    00:23:00 Engine 26 on scene – “heavy smoke showing”  
    00:24:00 Engine 26 and Engine 10 firefighters enter front door, Engine 17 layout 0 s
    00:24:50 Battalion Chief 1 directs Truck 4 to rear 50 s
    00:26:00 First floor front window removed 120 s
    00:26:20 Basement sliding glass door half out   140 s
    00:26:30 Firefighters from Rescue Squad 1 and Truck 4 enter basement 150 s
    00:26:40 Basement sliding glass door completely out 160 s
    00:26:50 Engine 17 in the rear, “fire small in basement” 170 s
    00:27:20 Firefighters from Rescue Squad 1 and Truck 4 exit basement, “basement almost fully involved” 200 s
    00:28:00 Estimated time that firefighters from Engine 26 and Engine 10 are burned on the first floor 240 s
    00:28:40 Engine 17 in rear, “fire extending to first floor” 280 s
    00:29:00 (End of simulation time) 300 s

     

               

    Note: Direct comparison of simulation conditions with the actual incident conditions begin atapproximately 100 seconds of simulation time.GeometryThe floor plan of the basement and first floor of the townhouse are shown in Figures 1 and 2.  The two levels of the townhouse are modeled by a 10.0 m (32.8 ft) x 6.0 m (19.7 ft) x 5.1m (16.8 ft) tall rectangular volume.  For the FDS simulation this volume was divided into 76,500 computational cells.  Each cell had dimensions 0.2 m (7.9 in) x 0.2 m (7.9 in) x 0.1 m (3.9 in).  The placement and size of the interior walls, doorways, and windows were taken from the dimensioned floor plans drawn by personnel of the DC Fire and EMS Department.  FDS adjusts the dimensions to the nearest computational cell.  Therefore the cell size is the resolution limit of vents, openings, furnishings, or walls within the model.

     The cell size was selected to give the best approximation of the actual dimensions of the townhouse geometry.VentsThe basement was vented to the outside by a pair of sliding glass doors 1.7 m (5.6 ft) x 2.0 m (6.6 ft) high.  For the simulation, the door vent was divided into two parts.  The right half of the sliding glass door was opened at 140 s into the simulation and the left half was opened at 160 s into the simulation. The basement was open to the first floor by a 0.8 m (2.6 ft) x 2.0 m (6.6 ft) high doorway at the top of the stairs.  As in the fire incident, this door was fully open during the simulation. 

    The front door to the first floor was fully open during the fire and the simulation.  The door was 0.9 m (3.0 ft) wide and 2.0 m (6.6 ft) high.  The front window on the first floor was 1.7 m (5.6 ft) wide and 0.9 m (3.0 ft) high with a 0.9 (3.0 ft) sill height. This window was opened at 120 s into the simulation.  The other opening to the outside from the first floor was a sliding glass door at the rear of the house.  This sliding glass door was located directly above the basement sliding glass door.  This door remained closed and intact during the entire simulation.The stairway opening from the first floor to the second floor was 0.9 m (3.0 ft) wide and 3.4 m (11.2 ft) deep. 

    This vent remained open during the entire simulation due to the windows in the front and rear of the second floor being open.  The exact position of the open rear windows on the second floor is not known; therefore, the stairway opening was used to represent the assumed area of the open second floor windows.  The details of the second floor were not modeled in the simulation.At the time of the fire, there was no wind, therefore for the simulation it was assumed that openings to the exterior were at ambient pressure. Table 2.  Time of Ventilation Events for FDS Simulation

      Time of Event
    Vent Initial Conditions 120 s 140 s 160 s
    Front Door Open Open Open Open
    Front Window Closed Open Open Open
    First half of basement sliding glass door Closed Closed Open Open
    Second half of basement sliding glass door Closed Closed Closed Open
    Stairway door between basement & first floor Open Open Open Open
    Stairway opening between first and second floor Open Open Open Open

          
     
     
     
     
     
     
     
     
     
     
     
     
     
    Material PropertiesThe ceiling of the basement was composed of wood fiber ceiling tiles attached to wood furring strips, which were attached to the bottom of open wood trusses.  Given the multiple surfaces in the ceiling floor system, several different approximations were used for the ignition temperature (320 °C to 390 °C) and the heat release rate per unit area (200 kW/m2 to 400 kW/m2).  The assumptions used for the basement ceiling materials are shown in Table 3.The walls of the townhouse were painted gypsum board, assumed 12 mm (0.5 in) thick.  The sub-flooring was plywood and was covered with carpeting in the living room area of the house.  The ceiling on the first floor was also painted gypsum board.  Several large furniture items were included in the scenario; a bookcase, bar, desk and sofa in the basement as well as a door and sofa on the first floor. The model inputs utilized for each material type are given below in Table 3 and the size of the furnishings are given in Table 4.Table 3.  Thermal Properties Data [1,4]
    Material Thickness(m) Ignition Temperature(° C) Heat Release Rate(kW/m2) Thermal Conductivity  (W/m K) Thermal Diffusivity(m2/s)
    Basement Ceiling 0.025 330 300 0.14 8.3E-8
    GypsumBoard 0.013 400 100 0.48 4.1E-7
    Pine 0.013 390 200 0.14 8.3E-8
    UpholsteredCushion 0.10 370 700 0.20 1.2E-6

     

     

     

     

     

     

     

    Table 4.  Furniture Materials and Size

    Item Material Size
    Bookcase Pine 2 m wide, 0.3 m deep, 2.4 m high
    Bar Pine 2 m wide, 1  m deep, 1.2 m high
    Desk Pine 1.5 m wide, 0.75 m deep, 0.75 m high
    Sofa Upholstered cushion 2 m wide, 0.75 m deep, 0.9 m high
    First floor door to basement Pine 0.85 m wide, 0.05 m thick, 2.05 m high

     

      

     
     
     
     
     
    Fire Simulation 1 – Reported Fire Events – Temperature, Velocity, and Oxygen Concentration Predictions
     
    Figure 4 shows a perspective view of the three-dimensional townhouse simulation.  The basement level and first floor levels are shown with furnishings.  Figure 5 provides a side view of the townhouse.  The grid depicting the computational cell size is also shown.  The simulation results in Figures 6 through 15 have had all of the walls and other obstructions removed to provide a clear view.  The horizontal clear area is the floor between the basement and the first floor level.  The results are shown as a “slice” or a “plane” with a color bar that represents the corresponding numerical quantities.  The results presented are taken at 200 s of the simulation.  At that time, the heat release rate and the thermal conditions have reached a quasi-steady state condition.  These figures provide a snapshot of the calculated fire environment conditions that the firefighters may have been exposed to at approximately 00:27:20.Figures 6 and 7 show the plane of temperatures and velocities that align with the center of the first sliding glass panel that was taken out on the basement level.  This plane is located 3.4 m (11.2 ft) into the townhouse from the front of Figures 6 and 7.  The upper portions of the figures represent the kitchen area on the left and the living room area on the right.  In Figure 6, temperatures in excess of 820 °C (1500 °F) are shown throughout the basement, with the exception of the cool air entering the basement through the open sliding glass doorway at the right of the figure.  Similar hot gas temperature conditions exist in the living room area.  The maximum temperatures in the kitchen are in the 500 °C to 660 °C  (932 °F to 1220 °F) range. 
     
    The velocity vector plot in Figure 7 provides gas flow direction as well as the approximate velocities.  The dominant flows in this plane are the fresh air entering the open basement doorway at approximately 4 m/s (10 mph) and the hot gas flow exiting the upper portion of the doorway at approximately 7 m/s (16 mph).Figures 8 and 9 show the plane of temperatures and velocities aligned with the center of the front door and the hallway, 1.4 m (4.6 ft) into the townhouse from the front of the figure.  The upper portions of the figures represent the hallway and living room areas and the lower portions represent the open area in the basement on the left and an area in the storage room (cooler temperatures) on the right.  Predicted temperatures in the open area of the basement are in excess of 820 °C (1500 °F), from the ceiling to the floor level in some areas. 
     
    On the first floor, hot gases can be seen along the ceiling, cooling as the gases move from the back of the townhouse to the front.  Outside air at approximately 20 °C (68 °F) can be seen entering the front door from the left.  The gas moving into the townhouse, along the floor, from the front door increases from 180 °C to 260 °C (350 °F to 500 °F) by the time it reaches the back of the townhouse (right side of figure).The flow direction of the gases can be seen in Figure 9.  On the first floor, outside air is entering the lower portion of the open front doorway in the range of 4 m/s to 5.6 m/s (10 mph to 12.5 mph).  Hot gases are exiting the upper portion of the same doorway with maximum velocities in the range of 5.6 m/s to 6.4 m/s (12.5 mph to 14 mph).  Toward the rear of the townhouse on the first floor, hot gas flows from the basement doorway in excess of 8 m/s (18 mph).
     
    Figures 10 and 11 show the plane of temperatures and velocities that align with the center of the basement stairway, 0.4 m (1.3 ft) into the townhouse from the front of the figure.  The temperature plot shows hot gases in excess of 820 °C (1500 °F) filling the stairwell, flowing out into the living room, across the living room ceiling and down the back wall.  The clear-notched area on the right side is the outline of the sofa.  Between the doorway to the basement and the sofa, the temperatures approximately 0.5 m (1.6 ft) above the floor, to floor level are in the range of 180 °C to 260 °C (350 °F to 500 °F). 
     
    The areas near the floor where the temperatures were the highest, were near the doorway to the stairs and near the sofa on the back wall.  These locations correspond to the areas where the two firefighter fatalities were believed to have occurred.Figure 11 shows the effect of the stairway on channeling the hot gases up to the first floor.  The speed at which the fire gases flow up the stairway and across the ceiling of the first floor exceed 8 m/s (18 mph).  At these velocities, the travel time for the gases from the front of the basement (left side of figure) to the back of the first floor (right side of figure) is less than 2 s. 
     
    Between the doorway to the basement and the sofa, the velocities from approximately 0.5 m (1.6 ft) above the floor to floor level are in the range of 0 m/s to 1.6 m/s (0 mph to 3.5 mph).  The right side of the basement shown is the storage area under the stairs.Figures 12 and 13 show oxygen concentrations.  Even though the previous temperature plots have indicted temperatures that are consistent with flaming conditions, that cannot be assumed.  In addition to fuel and heat, oxygen is needed for flaming combustion to be present.  These figures provide some insight on the amount of oxygen that was available in different parts of the townhouse. 
     
    The upper, hot gas layers in the basement and on the first floor in the living room area contained less than 6 % oxygen.  These are areas where the fire may not have had enough oxygen to produce visible flames.  Figure 12 shows the slice aligned with the center of the right side of the basement sliding glass door.  Again the outside air can be seen entering the basement through the open doorway from the lower right side of the plot.  A thin layer of 16 % to 19 % oxygen can be seen close to the floor on the first floor. 
     
    This airflow is coming from the front door.Figure 13 gives a view of the oxygen conditions along the centerline of the basement stairway.  The hot gases that are flowing up from the basement are oxygen depleted, ranging from 14 % to 16 % oxygen at the base of the stairs and decreasing to 6 % to 11 % oxygen at the top of the stairs.  The high velocity hot gas layer that flows across the living room ceiling and down the back wall of the townhouse (right side of figure) contains less than 6 % oxygen.  Given the oxygen depleted conditions, little if any flaming combustion would be taking place in the living room area at this time. 
     
    The right portion of the basement represents the storage area under the steps.Figures 14 and 15 show the velocity flow patterns near the ceiling of the first floor and at approximately 1.6 m (5.2 ft) above the floor, respectively.  The velocities in front of the doorway to the basement are in the range of 8 m/s (18 mph).  Figure 15 shows the circulation of gases from the doorway to the basement, across the back wall of the townhouse and then out the front window.  Velocities flowing through the house in this U– shaped pattern range from 0.80 m/s to 4.8 m/s (2 mph to 11 mph) at this level.  These velocities coupled with the high gas temperatures will increase the rate of convective heat transfer to people or objects in that area.
     
    Fire Simulation 2 – Opening of the Sliding Glass Door on the First Floor Prior to the Opening of the Sliding Glass Door in the Basement – Temperature and Velocity Predictions
    At the request of the Reconstruction Committee, a second fire simulation was conducted.  All of the input to the second simulation was the same as the first, with one exception; the sliding glass door in the living room on the first floor of the house was opened at 120 s into the simulation.  In the basement, the results of the second simulation were similar to the first.  On the first floor the hot gases were not as confined as in simulation 1 resulting in cooler temperatures near the floor. Figure 16 shows the plane of temperatures that align with the center of the basement stairway, 0.4 m (1.3 ft) into the townhouse from the front of the figure.  The temperature plot shows hot gases in excess of 820 °C (1500 °F) filling the stairwell, flowing out into the living room, across the living room ceiling and down the back wall.  The clear-notched area on the right side is the outline of a sofa.  This hot gas ceiling jet is similar to the hot gas conditions shown in Figure 10.  The significant difference is in the region close to the floor.  Between the doorway to the basement and the sofa, the temperatures from approximately 0.6 m (2 ft) above the floor, to floor level are in the range of 20 °C to 100 °C (68 °F to 212 °F).  This is at least an 80 °C (176 °F) temperature reduction in this area with the open sliding glass doorway on the first floor.  Figure 17 shows the velocity field at the ceiling of the first floor.  Comparing this to Figure 14 shows that the velocity range is similar, approximately 8.5 m/s (19 mph) vs. 8 m/s (18 mph).  The flow pattern at the ceiling is wider for the second simulation because part of the flow stream is going out of the open sliding glass doorway. 
     
    Summary
    The NIST FDS computer simulation predicted fire conditions and events that correlate well with information from the Reconstruction Committee and the damage, or lack of damage, to portions of the townhouse.  The model simulated a fire that started in a combustible ceiling assembly in the basement of the townhouse.  The fire grew and spread across the ceiling and into other fuels in the basement until it exhausted the available oxygen supply in the basement.  While the fire’s heat release rate was being constrained by the lack of oxygen, firefighters made entry on the first floor of the building.  Venting of the windows on the front of the townhouse on the first and second floors had no noticeable impact on the fire development. However, the venting of the sliding glass doors in the basement increased the heat release rate of the fire very rapidly.  The FDS calculation indicates that the opening of the basement sliding glass doors provided outside air (oxygen) to a pre-heated, under-ventilated fire compartment, which then developed into a post-flashover fire within 60 s. 
    The fire filling the basement forced high temperature gases (approximately 820 °C (1500 °F)) up the basement stairwell at velocities in excess of 8 m/s (18 mph).  The high velocity gas stream flowed into a pre-heated, oxygen depleted first floor living room.  The FDS predictions show the hot gas flow moving across the living room ceiling and banking down the back wall of the townhouse.  Between the doorway to the basement and the sofa on the back wall of the townhouse, the temperatures from approximately 0.5 m (1.6 ft) above the floor, to floor level are in the range of 180 °C to 260 °C (350 °F to 500 °F). 
     
    These thermal conditions developed within seconds of the rapid fire growth in the basement.Even though the upper layer hot gas temperatures have predicted temperatures that are consistent with flaming conditions, that cannot be assumed.  In addition to fuel and heat, oxygen is needed for flaming combustion to be present.  The upper, hot gas layers in the basement and on the first floor in the living room area contained less than 6 % oxygen when the basement fire was fully developed and extending up the stairs.  These are areas, particularly the living room, where the fire may not have had enough oxygen to produce visible flames.A second NIST FDS simulation was performed.  The only difference was the opening of the sliding glass door on the first floor at 120 s of the simulation or 20 s prior to opening the basement sliding glass door.  The most significant difference in the predictions is in the region close to the living room floor.  Between the doorway to the basement and the sofa, the temperatures from approximately 0.6 m (2 ft) above the floor, to floor level are in the range of 20 °C to 100 °C (68 °F to 212 °F).  This is at least an 80 °C (176 °F) temperature reduction in this area with the open sliding glass doorway on the first floor as compared to the first simulation with the door closed. 
    References
     
    1.  McGrattan, Kevin B., Baum, Howard R., Rehm, Ronald G., Hamins, Anthony, Forney, Glenn P., Fire Dynamics Simulator – Technical Reference Guide, National Institute of Standards and Technology, Gaithersburg, MD., NISTIR 6467, January 2000.2.  McGrattan, Kevin B., Hamins, Anthony, and Stroup, David, Sprinkler, Smoke & Heat Vent, Draft Curtain Interaction – Large Scale Experiments and Model Development, National Institute of Standards and Technology, Gaithersburg, MD., NISTIR 6196-1, September 1998.3.  McGrattan, Kevin B., Baum, Howard R., Rehm, Ronald G., Large Eddy Simulations of Smoke Movement, Fire Safety Journal, vol 30 (1998), p 161-178.4.    McGrattan, Kevin B., Forney, Glenn P., Fire Dynamics Simulator – User’s Manual, National Institute of Standards and Technology, Gaithersburg, MD., NISTIR 6469, January 2000.
     
    Figures 
     
    Figure 1.  Plan view of first floor
     
     
     
     
    Figure 2.  Plan view of basement  

     

     Figure 3.  Heat release rate from FDS Simulation. 

    Figure 4.  Perspective view of townhouse.

    Figure 4. Animation (1.6 Mbytes) (click here)

      

    Figure 5.  Grid layout in the xz plane.

    Figure 5.  Animation (760 Kbytes) (click here)

      

    Figure 6.  Temperature slice along basement sliding glass door, at 200 s of simulation.

    Figure 6.  Animation (530 Kbytes) (click here)

      

    Figure 7.  Vector representation of velocity slice along basement sliding glass door, at 200 s of simulation.  

     

     

     

     

     

     

     

     

     

     

     

    Figure 8.  Temperature slice along front door, at 200 s of simulation.

    Figure 8.  Animation (1.3 Mbytes) (click here)

      

    Figure 9.  Vector representation of velocity slice along front door, at 200 s of simulation.  

     

     

     

     

     

     

     

     

     

     

    Figure 10.  Temperature slice along centerline of stairway, at 200 s of simulation.

    Figure 10.  Animation (1.7 Mbytes) (click here)

      

     

    Figure 11.  Vector representation of velocity along centerline of stairway, at 200 s of simulation.  

     

     

     

     

     

     

     

     

     

    Figure 12.  Percent oxygen along basement sliding glass door, at 200 s of simulation.

    Figure 12.  Animation (560 Kbytes) (click here)

     

     

    Figure 13.  Percent oxygen along centerline of stairway, at 200 s of simulation.

    Figure 13.  Animation (1.1 Mbytes) (click here)

      

     

    Figure 14.  Vector representation of velocity at the ceiling, at 200 s of simulation.  

     

     

     

     

     

     

     

     

     

     

    Figure 15.  Vector representation of velocity at first floor window, 1.6 m off the floor, at 200 s of simulation. 

     

     

     

     

     

     

     

     

     

     

     

    Figure 16.  Temperature slice along center line of stairway with first floor sliding glass door vented, at 200 s of simulation.

    Figure 16. (1.1 Mbytes) Animation (click here)

      

    Figure 17.  Vector representation of velocity at the ceiling with first floor sliding glass door vented, at 200 s of simulation

     

     

     

     

     

     

     

     

     

     

     

     

    Other LINKS

    • DCFD Engine 10 (E-10) REMEMBER ANTHONY “SAUCE” PHILLIPS HERE and HERE
    • Matt Miles Photography HERE
    • Hyattsville FD page, HERE
    • DCFD.com, HERE
    • NISTIR 6510 Report,  HERE
    • DCFD Cherry Road Incident Investigative Report, HERE
    • NIST Simulation of the Dynamics of the Fire at 3146 Cherry Road NE Washington D.C., May 30, 1999, HERE

     

     

     

    Stairway Collapse and Mayday in Chicagoland

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    A fire in single family residential occupancy in Chicago’s West Humboldt Park section on May 29th produced these dramatic occurrences: Serious injury to a woman and her grandchild, a firefighter being trapped, and good Samaritans lending a hand.

    About 12:30 a.m., Chicago fire officials and police responded to a fire in a one-and-a-half story single family home in the 4200 block of West Hadden Avenue on the West Side, according to police and fire officials. A 2-11 Alarm and EMS Plan 1 were called for the fire, said Fire Media Affairs spokesman Chief Joe Roccasalva. The fire was located in a 1 1/2 story wood frame bungalow (SFR) dwelling.  According to published reports, the firefighter fell through a burning stairwell when it collapsed and was briefly trapped. He was quickly located and extricated with minor injuries following the mayday alert

    4246 West Hadden Ave

    Aerial

     

    Chicago Sun-Times, HERE and Breaking News Report, HERE and ABC News7 TV, HERE

    Typical Circa Stairway Construction

     

    Don’t forget to check out the 2011 Safety and Survival Week focus on;

    2011 Focus: Surviving the Fire Ground – Fire Fighter, Fire Officer & Command Preparedness, HERE

     

    Fire Behavior 101; Taking it to the Streets

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    Fire Behavior

    Fire Dynamics

    Fire Dynamics is the study of how chemistry, fire science, material science and the mechanical engineering disciplines of fluid mechanics and heat transfer interact to influence fire behavior.

    In other words, Fire Dynamics is the study of how fires start, spread and develop. But what exactly is a fire?

    Defining Fire

    Fire can be described in many ways – here are a few:

    • NFPA 921: ”A rapid oxidation process, which is a chemical reaction resulting in the evolution of light and heat in varying intensities.”
    • Webster’s Dictionary: “A fire is an exothermic chemical reaction that emits heat and light”

    Fire can also be explained in terms of the Fire Tetrahedron – a geometric representation of what is required for fire to exist, namely, fuel, an oxidizing agent, heat, and an uninhibited chemical reaction.

    Measuring Fire

    Heat Energy is a form of energy characterized by vibration of molecules and capable of initiating and supporting chemical changes and changes of state (NFPA 921).

    In other words, it is the energy needed to change the temperature of an object – add heat, temperature increases; remove heat, temperature decreases.

    Heat energy is measured in units of Joules (J), however it can also be measured in Calories (1 Calorie = 4.184 J) and BTU’s (1 BTU = 1055 J).

    Temperature is a measure of the degree of molecular activity of a material compared to a reference point.

    Temperature is measured in degrees Farenheit (melting point of ice = 32 º F, boiling point of water = 212 º F) or degrees Celsius (melting point of ice = 0 º C, boiling point of water = 100 º C).

    º C
    º F
    Response
    37
    98.6
     Normal human oral/body temperature
    44
    111
     Human skin begins to feel pain
    48
    118
     Human skin receives a first degree burn injury
    55
    131
     Human skin receives a second degree burn injury
    62
    140
     A phase where burned human tissue becomes numb
    72
    162
     Human skin is instantly destroyed
    100
    212
     Water boils and produces steam
    140
    284
     Glass transition temperature of polycarbonate
    230
    446
     Melting temperature of polycarbonate
    250
    482
     Charring of natural cotton begins
    >300
    >572
     Charring of modern protective clothing fabrics begins
    >600
    >1112
     Temperatures inside a post-flashover room fire

    Heat Release Rate (HRR) is the rate at which fire releases energy – this is also known as power. HRR is measured in units of Watts (W), which is an International System unit equal to one Joule per second. 

    Depending on the size of the fire, HRR is also measured in Kilowatts (equal to 1,000 Watts) or Megawatts (equal 1,000,000 Watts).

    Heat Flux is the rate of heat energy transferred per surface unit area – kW/m2.

    Heat Flux (kW/m2)
    Example
    1
    Sunny day
    2.5
    Typical firefighter exposure
    3-5
    Pain to skin within seconds
    20
    Threshold flux to floor at flashover
    84
    Thermal Protective Performance Test (NFPA 1971)
    60 – 200
    Flames over surface
     
    Temperature vs. Heat Release Rate

    One candle vs. ten candles – same flame temperature but 10 times the heat release rate!

    CANDLE

    HRR: ~ 80 W Temperature:
    500 C - 1400 C
    (930 F - 2500 F)

    10 CANDLES

    HRR: ~ 800 W

    Heat Transfer

    Heat transfer is a major factor in the ignition, growth, spread, decay and extinction of a fire.

    It is important to note that heat is always transferred from the hotter object to the cooler object - heat energy transferred to and object increases the object’s temperature, and heat energy transferred from and object decreases the object’s temperature.

    CONDUCTION

    Conduction is heat transfer within solids or between contacting solids.

    Conduction          Firefighter Conduction

     

    The governing equation for heat transfer by conduction is:

    Conduction Equation

    Where T is temperature (in Kelvin), A is the exposure area (meters squared), L is the depth of the solid (meters), and k is a constant that unique for different materials know as the thermal conductivity and has units of (Watts/meters*Kelvin).

    Thermal Conductivity of Common Materials

    Copper = 387
    Gypsum = 0.48
    Steel = 45.8
    Oak = 0.17
    Glass = 0.76
    Pine = 0.14
    Brick = 0.69
    PPE = 0.034 – 0.136
    Water = 0.58
    Air = 0.026

    CONVECTION

    Convection is heat transfer by the movement of liquids or gasses.

    Convection          Firefighter Convection

    The governing equation for heat transfer by convection is:

    Convection Equation

    Where T is temperature (in Kelvin), A is the area of exposure (in meters squared), and h is a constant that is unique for different materials known as the convective heat transfer coefficient, with units of W/m2*K.

    These values are found empirically, or, by experiment.

    For free convection, values usually range between 5 and 25. But for forced convection, values can range anywhere from 10 to 500.

    RADIATION

    Radiation is heat transfer by electromagnetic waves.

    Radiation          Firefighter Radiation

    The governing equation for heat transfer by radiation is:

    Radiation Equation

    Where T is temperature (in Kelvin), A is the area of exposure (in meters squared), α is the thermal diffusivity (a measure of how quickly a material will adjust it’s temperature to the surroundings, in meters squared per second) and ε is the emissivity (a measure of the ability of a materials surface to emit energy by radiation).

    Fire Phenomena

    Fire Development is a function of many factors including: fuel properties, fuel quantity, ventilation (natural or mechanical), compartment geometry (volume and ceiling height), location of fire, and ambient conditions (temperature, wind, etc).

    Traditional Fire Development
    The Traditional Fire Development curve shows the time history of a fuel limited fire. In other words, the fire growth is not limited by a lack of oxygen. As more fuel becomes involved in the fire, the energy level continues to increase until all of the fuel available is burning (fully developed).

    Then as the fuel is burned away, the energy level begins to decay.

    The key is that oxygen is available to mix with the heated  gases (fuel) to enable the completion of the fire triangle and the generation of energy.

     Fire Development Chart

    Watch

    Windows: Traditional Fire Development in a Compartment Fire 

    Mac: Traditional Fire Development in a Compartment Fire

    Fire Behavior in a Structure
    The Fire Behavior in a Structure curve demonstrates the time history of a ventilation limited fire. In this case the fire starts in a structure which has the doors and windows closed.Early in the fire growth stage there is adequate oxygen to mix with the heated gases, which results in flaming combustion. As the oxygen level within the structure is depleted, the fire decays, the heat release from the fire decreases and as a result the temperature decreases.

    When a vent is opened, such as when the fire department enters a door, oxygen is introduced. 

    The oxygen mixes with the heated gases in the structure and the energy level begins to increase.

    This change in ventilation can result in a rapid increase in fire growth potentially leading to a flashover (fully developed compartment fire) condition.

     Typical Fire Behavior

    Watch

    Windows: Fire Behavior in a Structure (Ventilation limited)
    Mac: Fire Behavior in a Structure (Ventilation limited)

    Flashover is the transition phase in the development of a contained fire in which surfaces exposed to the thermal radiation, from fire gases in excess of 600° C, 

    reach ignition temperature more or less simultaneously and fire spreads rapidly through the space.

    This is the most dangerous stage of fire development.

    Dorm Room Flashover          Room Flashover from Sofa Fire

    Videos:

    Reports:

    Informational Source: The National Institute of Standards and Technology (NIST) is an agency of the U.S. Department of Commerce. (HERE)

    Predictability of Performance: Its Occupancy Risk NOT Occupancy Type

     

     

     

     

     

     

     

     

     

     

     

     

    Tactical Patience and the New Considerations of Ventilation on Fire Behavior in Legacy and Contemporary Residential Construction

     

    UL Ventilation and Fire Behavior Full Scale Testing

     

    Impact of Ventilation on Fire Behavior in Legacy and Contemporary Residential Construction

    For many of you that have been following my writings and perspectives on building construction, firefighting, command risk management and operational excellence for firefighter safety have long recognized that I have been promoting and advocating the fact the fireground is changining, our stratgies and tactics demand change adn does the demand for increased knowledge within the areas of building construction, fire dynamics, while integrating the art and science of firefighting. The most recent release of the testing report from Underwriters Laboratories; Impact of Ventilation on Fire Behavior in Legacy and Contemporary Residential Construction and the accompaning emphirical data further validates assumptions and presmises that many of us shared based upon field obervations and first hand incident operations related to the dramatic changes being witnessed as a result of operational challenges in a wide varity of occupanies and building types.

    This material is a must read for all emerging and practicing company and command officers ( for starters) to being grasping the magnitude and extent of quantifiable data that supports the premise that combat fire engagement and suppression operations and the rules of engagement are going to change and that change is fast approaching.

    Considerations for Tactical Patience and Adaptive Fireground Management are continued themes I will expand upon in future postings….

    Here’s the executive summary of the report and findings from UL. For an download of the entire UL Report, go HERE.

    Under the United States Department of Homeland Security (DHS) Assistance to Firefighter Grant Program, Underwriters Laboratories examined fire service ventilation practices as well as the impact of changes in modern house geometries. There has been a steady change in the residential fire environment over the past several decades. These changes include larger homes, more open floor plans and volumes and increased synthetic fuel loads. This series of experiments examine this change in fire behavior and the impact on firefighter ventilation tactics. This fire research project developed the empirical data that is needed to quantify the fire behavior associated with these scenarios and result in immediately developing the necessary firefighting ventilation practices to reduce firefighter death and injury.

    Two houses were constructed in the large fire facility of Underwriters Laboratories in Northbrook, IL. The first of two houses constructed was a one-story, 1200 ft2, 3 bedroom, 1 bathroom house with 8 total rooms. The second house was a two-story 3200 ft2, 4 bedroom, 2.5 bathroom house with 12 total rooms. The second house featured a modern open floor plan, two-story great room and open foyer. Fifteen experiments were conducted varying the ventilation locations and the number of ventilation openings. Ventilation scenarios included ventilating the front door only, opening the front door and a window near and remote from the seat of the fire, opening a window only and ventilating a higher opening in the two-story house. One scenario in each house was conducted in triplicate to examine repeatability.

    The results of these experiments provide knowledge for the fire service for them to examine their thought processes, standard operating procedures and training content. Several tactical considerations were developed utilizing the data from the experiments to provide specific examples of changes that can be adopted based on a departments current strategies and tactics.

    Under the United States Department of Homeland Security (DHS) Assistance to Firefighter Grant Program, Underwriters Laboratories examined fire service ventilation practices as well as the impact of changes in modern house geometries.

    There has been a steady change in the residential fire environment over the past several decades. These changes include larger homes, more open floor plans and volumes and increased synthetic fuel loads. This series of experiments examine this change in fire behavior and the impact on firefighter ventilation tactics.

    This fire research project developed the empirical data that is needed to quantify the fire behavior associated with these scenarios and result in immediately developing the necessary firefighting ventilation practices to reduce firefighter death and injury.

    • Two houses were constructed in the large fire facility of Underwriters Laboratories in Northbrook, IL.
    • The first of two houses constructed was a one-story, 1200 ft2, 3 bedroom, 1 bathroom house with 8 total rooms.
    • The second house was a two-story 3200 ft2, 4 bedroom, and 2.5 bathroom house with 12 total rooms.
    • The second house featured a modern open floor plan, two story great room and open foyer.

     Fifteen experiments were conducted varying the ventilation locations and the number of ventilation openings. Ventilation scenarios included ventilating the front door only, opening the front door and a window near and remote from the seat of the fire, opening a window only and ventilating a higher opening in the two-story house.

    One scenario in each house was conducted in triplicate to examine repeatability. The results of these experiments provide knowledge for the fire service for them to examine their thought processes, standard operating procedures and training content. Several tactical considerations were developed utilizing the data from the experiments to provide specific examples of changes that can be adopted based on a departments current strategies and tactics.

    The tactical considerations addressed include:

    • Stages of fire development:The stages of fire development change when a fire becomes ventilation limited.
      • It is common with today’s fire environment to have a decay period prior to flashover which emphasizes the importance of ventilatio
    • Forcing the front door is ventilation: Forcing entry has to be thought of as ventilation as well.
      • While forcing entry is necessary to fight the fire it must also trigger the thought that air is being fed to the fire and the clock is ticking before either the fire gets extinguished or it grows until an untenable condition exists jeopardizing the safety of everyone in the structure.
    • No smoke showing:A common event during the experiments was that once the fire became ventilation limited the smoke being forced out of the gaps of the houses greatly diminished or stopped all together.
      • No some showing during size-up should increase awareness of the potential conditions inside.
    • Coordination:If you add air to the fire and don’t apply water in the appropriate time frame the fire gets larger and safety decreases.
      • Examining the times to untenability gives the best case scenario of how coordinated the attack needs to be.
      • Taking the average time for every experiment from the time of ventilation to the time of the onset of firefighter untenability conditions yields 100 seconds for the one-story house and 200 seconds for the two-story house
      • In many of the experiments from the onset of firefighter untenability until flashover was less than 10 seconds.
      • These times should be treated as being very conservative. If a vent location already exists because the homeowner left a window or door open then the fire is going to respond faster to additional ventilation opening because the temperatures in the house are going to be higher.
      • Coordination of fire attack crew is essential for a positive outcome in today’s fire environment.
    • Smoke tunneling and rapid air movement through the front door:Once the front door is opened attention should be given to the flow through the front door.
      • A rapid in rush of air or a tunneling effect could indicate a ventilation limited fire.
    • Vent Enter Search (VES):During a VES operation, primary importance should be given to closing the door to the room.
      • This eliminates the impact of the open vent and increases tenability for potential occupants and firefighters while the smoke ventilates from the now isolated room.
    • Flow paths: Every new ventilation opening provides a new flow path to the fire and vice versa.
      • This could create very dangerous conditions when there is a ventilation limited fire.
    • Can you vent enough?:In the experiments where multiple ventilation locations were made it was not possible to create fuel limited fires.
      • The fire responded to all the additional air provided.
      • That means that even with a ventilation location open the fire is still ventilation limited and will respond just as fast or faster to any additional air.
      • It is more likely that the fire will respond faster because the already open ventilation location is allowing the fire to maintain a higher temperature than if everything was closed. In these cases rapid fire progression if highly probable and coordination of fire attack with ventilation is paramount.
    • Impact of shut door on occupant tenability and firefighter tenability:Conditions in every experiment for the closed bedroom remained tenable for temperature and oxygen concentration thresholds.
      • This means that the act of closing a door between the occupant and the fire or a firefighter and the fire can increase the chance of survivability.
      • During firefighter operations if a firefighter is searching ahead of a hoseline or becomes separated from his crew and conditions deteriorate then a good choice of actions would be to get in a room with a closed door until the fire is knocked down or escape out of the room’s window with more time provided by the closed door
    • Potential impact of open vent already on flashover time:All of these experiments were designed to examine the first ventilation actions by an arriving crew when there are no ventilation openings.
      • It is possible that the fire will fail a window prior to fire department arrival or that a door or window was left open by the occupant while exiting.
      • It is important to understand that an already open ventilation location is providing air to the fire, allowing it to sustain or grow.
    • Pushing fire:There were no temperature spikes in any of the rooms, especially the rooms adjacent to the fire room when water was applied from the outside. It appears that in most cases the fire was slowed down by the water application and that external water application had no negative impacts to occupant survivability.
      • While the fog stream “pushed” steam along the flow path there was no fire “pushed”.
    • No damage to surrounding rooms:Just as the fire triangle depicts, fire needs oxygen to burn.
      • A condition that existed in every experiment was that the fire (living room or family room) grew until oxygen was reduced below levels to sustain it.
      • This means that it decreased the oxygen in the entire house by lowering the oxygen in surrounding rooms and the more remote bedrooms until combustion was not possible.
      • In most cases surrounding rooms such as the dining room and kitchen had no fire in them even when the fire room was fully involved in flames and was ventilating out of the structure.

    Online Training Program

    In order to make the results of this study more user friendly for the fire service to examine, UL developed an online interactive training module that can be viewed by clicking here. The program includes a professionally narrated description of all of the experiments, their results and the tactical considerations. Experimental video is used and graphical data is explained in a way that brings science to the street level firefighter.

    UL University On-Line CBT

     

    Comparison of Modern and Legacy Home Furnishings

    An experiment was conducted with two side by side living room fires. The purpose was to gain knowledge on the difference between modern and legacy furnishings. The rooms measured 12 ft by 12 ft, with an 8 ft ceiling and had an 8 ft wide by 7 ft tall opening on the front wall. Both rooms contained similar amounts of like furnishings.

    The modern room was lined with a layer of ½ inch painted gypsum board and the floor was covered with carpet and padding.

    • The furnishings included a microfiber covered polyurethane foam filled sectional sofa, engineered wood coffee table, end table, television stand and book case.
    • The sofa had a polyester throw placed on its right side. The end table had a lamp with polyester shade on top of it and a wicker basket inside it.
    • The coffee table had six color magazines, a television remote and a synthetic plant on it.
    • The television stand had a color magazine and a 37 inch flat panel television.
    • The book case had two small plastic bins, two picture frames and two glass vases on it.
    • The right rear corner of the room had a plastic toy bin, a plastic toy tub and four stuffed toys.
    • The rear wall had polyester curtains hanging from a metal rod and the side walls had wood framed pictures hung on them.

    The legacy room was lined with a layer of ½ inch painted cement board and the floor was covered with unfinished hardwood flooring.

    • The furnishings included a cotton covered, cotton batting filled sectional sofa, solid wood coffee table, two end tables, and television stand.
    • The sofa had a cotton throw placed on its right side.
    • Both end tables had a lamp with polyester shade on top of them.
    • The one on the left side of the sofa had two paperback books on it.
    • A wicker basket was located on the floor in front of the right side of the sofa at the floor level.
    • The coffee table had three hard-covered books, a television remote and a synthetic plant on it.
    • The television stand had a 27 inch tube television.
    • The right front corner of the room had a wood toy bin, and multiple wood toys.
    • The rear wall had cotton curtains hanging from a metal rod and the side walls had wood framed pictures hung on them.

    Both rooms were ignited by placing a lit stick candle on the right side of the sofa. The fires were allowed to grow until flashover. The modern room transitioned to flashover in 3 minutes and 30 seconds and the legacy room at 29 minutes and 30 seconds.

    View the entire video, or you may also download the video:

    Combat Ready and the Fire Service Warrior on Taking it to the Streets

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    Taking it to the Streets with Christopher Naum

     

    Join in on Tuesday May 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 is all about being  COMBAT READY and THE FIRE SERVICE WARRIOR
     
    Joining the program will be special guest, Christopher Brennan  the author of The Combat Position: Achieving Firefighter Readiness, published by PennWell Books and the author of the notable blogsite, The Fire Service Warrior.

    Christopher Brennan

    Christopher Brennan is a firefighter in the suburbs outside Chicago; a field instructor for the Illinois Fire Service Institute; and a consultant for local, state, and federal agencies.

    He joined the fire service in 1997 as a paid-on-call member of the Calumet Park (IL) Fire Department.

    During his career, Chris has worked for the Calumet Park Fire Department, part-time for the Darien-Woodridge (IL) Fire Protection District, and as a career firefighter and engineer with the Harvey (IL) Fire Department.Chris is an active instructor teaching for the Illinois Fire Service Institute, has taught terrorism response training overseas, and has been an instructor for FDIC.

    He is a member of the International Association of Fire Fighters, the International Society of Fire Service Instructors, and the Illinois Society of Fire Service Instructors.

    He is also the author of numerous articles for fire service magazines, including Fire Engineering. 

    Join in on what is certainly going to be an insightful look and discussion of  the path of the fire service warrior.

    Discussions on what is meant by embracing the philosophy of the fire service warrior, and striving for the ready position—the synthesis of physical and mental readiness that allows for suggested optimum fireground performance— and its potential application towards reducing firefighter injuries and fatalities

    We’ll further explore how as Christopher Brennan states; “Today’s firefighter must be a warrior who will unflinchingly put his very life in harm’s way to accomplish a mission, but who is also fully informed about the path being chosen”.  

    LINKS

    • Surviving on the Fireground: Chris Brennan Talks Situational Awareness at FDIC 2011, HERE
    •  A Culture of Excellence – Christopher Brennan , HERE
    • The Fire Service Warrior Blog, HERE

    The Combat Position

    The Combat Position: Achieving Firefighter Readiness, PennWell Books, HERE

    Firefighting is combat and should be viewed as a warrior’s calling.

    Firefighters put themselves in harm’s way to protect others, a selflessness rooted in the same noble drive as the military warriors who defend our nation.

    This book about combat is meant to be a guide for those who seek to follow a warrior’s path, the path of the fire service warrior.

    Today’s firefighter must be a warrior who will unflinchingly put his very life in harm’s way to accomplish a mission, but who is also fully informed about the path being chosen.

    Embracing the philosophy of the fire service warrior, and striving for the ready position—the synthesis of physical and mental readiness that allows for optimum fireground performance—can reduce firefighter injuries and fatalities.

    The Combat Position: Achieving Firefighter Readiness will be an invaluable tool for firefighters, company officers, chief officers, and instructors.

     

    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 operation with Christopher Naum and this emerging  fire service leader.    

     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 Tuesday evening May 17th at 9:00 pm ET, HERE
    • Firefighternetcast.com HERE
    • Taking it to the Streets Radio Programs, HERE and HERE 
    • Buildingsonfire.com, HERE