Structural firefighting 5. Flashcards
The ($$$$$) has compiled fire fighter fatality statistics for 30 years.
NFPA
The annual fire fighter fatality report for the previous year is published each year in the ($$$$$$) edition of the NFPA journal.
July August
The annual fire fighter injury report for the previous year is published in the ($$$$$$$) issue of the NFPA Journal
November December
The ($$$$), ($$$$$), ($$$$$) and others publish fire investigative reports analyzing individual fires that resulted in fire fighter fatalities.
NFPA
NIOSH
USFA
In 1987, the first edition of ($$$$$$) was adopted with subsequent revisions every 5 years
NFPA 15000
($$$$$$) provides the requirements for safety measure to be taken at the incident scene. These measures represent the absolute minimum.
NFPA 1500
The trend in fire fighter fatalities has ($$$$$) since 1999
Improved
Most fire fighters die in ($$$$$) because most structure fires occur in ($$$$$) occupancies.
Residential
Residential
In 2005, ($$$$) of all structure fires occurred in residential property ($$$$$$$) total structure fires.
78%
396000 of 511000
The risk of a fire fighter being killed is ($$$$$) in a manufacturing occupancy than a residence.
Twice
The comparable risk (RESIDENTIAL)is in the range of ($$$$) for store office public assembly and vacant special
3:1
Sudden cardiac deaths are responsible for nearly ($$$$) of all fire fighter on duty deaths.
Half
When fire ground statistics are analyzed, cardiac deaths remain the most common cause of fire fighter injuries at structure fires, with ($$$$$$) second, followed by crushing injuries and burns.
Asphyxiation
Fie fighter deaths by type of duty
Operating at the fire ground 38% Responding to or returning from alarms 26% Training 10% Non fire emergencies 8% Other on duty 16%
Fire fighter deaths by nature of injury
Sudden cardiac death 42% Internal trauma 27% Crushing 6% Burns 4% Stroke 3% Gunshot 0.9% Electro union 1.3% Drowning 2% Other 3%
Nearly ($$$$) of all injuries occur on the fire ground. Nearly ($$$) of all injuries are strains and sprains.
50%
50%
Probably, the most important element of the incident safety program is applying ($$$$$$$) to the fire ground operations.
Risk management
($$$$$$) specifically address risk management principals to be applied at the incident scene.
NFPA 1500
In the past, the time from ignition to flash over was given as 10 minutes. The actual time can vary significantly depending on a number of variables, including the following.
Compartment size. Ventilation. Ignition source. Fuel supply. Fuel geometry. Distance between fuel cells. Heat capacity of the fuel. Geometry of the enclosure.
Generally, nor assumption that can be made is that the larger the volume of the enclosure where the fire I’d located, the longer the time required to reach ($$$$$$)
Flashover
The ($$$$) consists of fuels provided by the contents and combustible building materials.
Fuel load
Fire intensity, burn time, content loads, and construction methods and materials all effect ($$$$$$)
Structural stability
The ($$$$$) states that when a heavy volume of fire is burning out of control on two or more floors for 20 minutes or longer, structural collapse should be anticipated. This rule is based on ORDINARY CONSTRUCTION.
20 minute rule
NFPA 1500 requires dispatch centers to notify command every ($$$$$) until the fire is knocked down.
10 minutes
Several factors must be taken into consideration in evaluating the collapse potential for a building that is under fire attack. These factors fall into two general categories: ($$$$$$) of the building and ($$$$)
Pre fire conditions.
Fire conditions
The following PRE FIRE conditions can contribute to a collapse in a building that is heavily involved in fire:
Weight. Fuel loads. Damage. Renovations. Deterioration. Support systems. Truss construction.
Signs of structural collapse include but are not limited to the following:
Bulging, cracked, or unsupported walls.
Walls leaking water or smoke.
Falling bricks.
Floors holding large volumes of water.
Signs of structural movement, including unusual noises.
Verticals structural members that are out of plumb.
($$$$$$) can result in a sudden increase in heat intensity when fire breaks out of concealment vents.
Extension
The ($$$$$$$$) building will normally be masonry or metal on the exterior with light weight metal trusses as a roof structure
NON COMBUSTIBLE
Construction features combined with ($$$$$) indicate the most probable type of structural failure.
Fire factors
Th only safe collapse zone is on that is equal to the height of the building plus allowances for scattering debris. A good rule of thumb for setting a collapse zone for most buildings is toes tallish an area ($$$$$$) times the height of the fire building.
1 1/2
When a defensive stand represents a reasonable risk, positions at the ($$$$$$$) of buildings a normally safer than those on a flat side of a wall.
Corners