Fire chapter 4

Load-Bearing wall

Wall that is used for structual support

Nonload-Bearing wall

Wall,usually interior, that supports only its own weight

Partition wall

Interior non-load bearing wall that separates a space into rooms

Green wood

Wood with high moisture content

Fire wall

Fire-rated wall with a specified degree of fire resistance, built of fire-resistive materials and usually extending from the foundation up to the and through the roof of a building, that is designed to limit the spread of a fire within the structure or be

Masonry

Bricks, Blocks, Stones, and unreinforced and reinforced concrete products

Cantilever walls

Walls that extend beyound the structure that supports them

Veneer walls

Walls with a surface layer of attractive material laid over a base of common materials

Stones may ___ when heated?

Spall or lose small portions of their surface

Rapid cooling to Masonry may?

Cause materials to crack

Applying what to burning wood?

Minimizes damage by stoping the charring process, which reduces woods strength

Cast Iron

Rarely used in modern construction, Commonly used as exterior surface covering, Stands up well to fire and intense heat, may crack when cooled rapidly

Steel

primary material used for modern structural support in larg buildings. Elongates when heated, if restrianed it will buckle somewhere in the middle, failure of steel members are can be anticipated at tempitures near or above 1,000 degrees

Variables of steel failure

Size of the member, load its under, the composition of the steel, and the geometry of the members

Reinforced Concrete

Concrete internally fortified with steel reinforced bars ( rebar) or wire mesh, does well under fire conditions, it can lose strength through spalling, pronlonged heating can cause a failure of the bond between the concrete and steel

Gypsum

inorganic product from which plaster and wallboards of made of, has high water conent, evaperation of this water absorbs a great deal of heat, water give it excelent heat resistant and fire retardent properties,

Gypsum used to insulate?

Steel and wood structual members that are less adapted to high heat situatuions because it breaks down gradually under fire conditions , where it has failed are subject to fail due to high heat exposures

Glass/Fiberglass

Glass is not typically used for structual support, used in sheets for windows and doors, wire - reinforced glass may provied some thermal protection as a seperation, conventional glass not effective barrier, heated glass may crack when hit with cold fire

NFPA __ is for building construction and saftey

5000

NFPA __ is for standards on types of building construction

220

Type I construction

Fire-Resistive, consists mainly of reinforced concrete w/ sctructual members, including walls, columns, beams, floors, and roofs, that are protected by blown on insulation or automatic sprinklers, primary hazards are the contents of the structure and inte

Type I strengths

*Resists direct flame impingement
*Confines fire well
*little collapse potential from the effects of fire alone
*impervious to water damge

Type I Weakness

*Difficult to breach for access or escape
*Difficult to ventilate during a fire
*Massive debris following collapse
*Floors,ceilings, and walls retain heat

Type II

Noncombustiblem, same material as fire resistive but lack insulation or other protection of type 1, has fire resistive rating on all parts of building, all metal building also fall under this catigory

Type II collapse potentials?

Heat build up inside building can cause supports to fail, often have flat roofs that consist of of a combustible or noncombustible roof deck covered by combustible felt, noncombustible insulation, and roofing tar, extentions can cause entire roof to becom

Type II Stregnths

*Almost as resistive to fire as type 1
*Confines fire well
*Almost as structually stable as Type 1
*Easier to vertically ventilate then Type 1

Type II Weakness

*Difficult to breach for access or escape
*Unprotected steel structural components can fail due to heat
*Roof systems leff stable then type 1
*Steel components subject to weakening by fire
*Steel components subject to weaking by rust and corrosion
*Massiv

Type III

Ordinary construction, requires exterior walls and structural members be made of noncombustible or limited combustible materials(concrete block, clay tile blocks), Interior members ( walls, columns, beams, floors and roofs,) made completely or partially o

Type III Strengths

*Resists fire spread from outside
*Relativley easy to vertically ventilate

Type III Weaknesses

*Interior structural members vulnerable to fire involvement
*Fire spread potential through concealed spaces
*susceptible to water damage

Type IV

Heavey Timber, exterior and interior walls and there associated structual membersbe made of non or limited combustible materials, interior structual members( Beams, Columns, Arches, Floors and Roofs) are made of solid or laminated wood with no concealed s

Type IV Fire hazards

Primary fire hazard is the massive amount of combustible contents presented by the structual timbers in addition to the contents of the building, remain stable for long periods of time but give off large amount of heat and pose serious exposure protection

Type IV Stregnths

*Resists collapse due to flame impingement of heavy beams
*Structually stable
*Relativley easy to vertically or horizontally ventilate
*Relatively easy to breach for access or escape
*Manageable debris following collapse

Type IV Weakness

*Susceptible to fire spread from outside
*Potential for flame spread to other nearby structures
*Susceptible to rapid interior flame spread
*susceptible to water damage

Type V

Wood frame, Exterior walls, bearing walls, floors, roofs, and supports made completely or partially of wood or other approved ,materials of smaller dimensions then those used for Type IV, typiclly used to builed singhle family homes or appartments up to 7

Type V Fire Hazards

presents almost unlimited potential for fire extentions within the building of orgin and to nearby structures, particully if they are also wood framed, FF's must be alert of fire coming from doors and windows extending to exterior structure

Type V Stregnths

*Easily breached for acsses, ventilation, or escape
*Resistant to collapse from earthquake due to light weight and flexibilty
*Collapse debris easy to manage

Type V Weaknesses

*Susceptible to fire spread from outside
*Susceptible to rapid flame spread inside
*Susceptible to toatle collapse due to fire or explosion
*Susceptible to water damage

Sizing up a building look for?

*Age of building. Signs of weathering?
*Construction materials.
*Roof type
*Renovations or modifications
*Dead loads

Dead loads?

Heavy objects on roof such as HVAC or water tanks

Dangerous Biulding Conditions?

Conditions that contribute to spread and intesity of fire
*Conditions that make the building susceptible to collapse

Fire Load?

Is the maximum heat that can be produced if all the combustible materials in a given area burn.

Heavey fire loading

is most critical hazard in a commercial and storage facilities because fire can overwhelm the capabilities of a fire sprinkler system

Roof Coverings

Final outside layer that is placed on top of a roof deck, common coverings are wood and composition shingles, wooden shakes, rubber imitation tiles, steel imitation shakes or tiles, clay tile, slate, tin, and tar and gravel. Wood shakes contribute to fire

Wood framing, floors and ceilings also contribute to?

Fire loading

Large open spaces

Contribute to spread of fire throughout, found in warehouses, churches, large atriums, common attics or cocklofts and theaters

Wooden structural components in older buildings?

May also dehydrate to the point that their ignition temp decreases and there flame spread charateristic increases

Indicators of buildign collapse

*Cracks or separations in walls, floor, ceilings and roof structures
*Evidence of existing structual instability such as the presence of tie rods and stars that hold walls together
*Loose bricks, blocks, or stones falling from buliding
*Deteriorated morta

Lightweight steel

Made from long steel cordsthat are either straight or or bent by as much as 90 degrees with either flat or tubular members in the web space

Lightweight wood

constructed of 2 x 3, 2 x 4, or 2 x 6 inch lumber connected by gusset plates.

Gusset plates

Wood or metal ( metal also called gang nails) plates used to connect and stregnthen the intersection of metal or wooden truss components, roof or floor components into load bearing units

Gang nails

small metal plates (useally 18 to 22 gauge) with points or prongs that penetrate about 3/8th inch into the wood

Unprotected lightweight steel and wooden trusses fail after__ ?

5 to 10 mins of exposure to fire

Lightweight steel and wood can fail from?

Exposure to heat alone withought any flames

Wooden I-beams

used in lightweight construction, fire characteristics similer to wooden trusses

Bowstring trusses

Found in many older buildings, used in building that require large open spaces without supporting columns such as auto-motive dealers, bowling alleys, factories and supermarkets. should be suspected in any building with a rounded roof.

Fire - Resistive Construction

Another term for Type I construction; Construction that maintians its structual integrity during a fire

Noncombustible Construction

Another term for Type II construction; Construction made of the same materials as fire - resistive construction except that the structual components lack the insulation or other protection of Type I

Ordinary Construction

Another term for Type III construction; construction that requires that exterior walls and structual members be made of noncombustible or limited combustible materials

Wood-Frame Construction

Another term for Type V construction; construction that has exterior walls, bearing walls, floors, roofs, and supports made comnpletely or partially of wood or other approved materials.

Situational awareness

awareness of immdeite surroundings

Roof covering

Final outside cover that is placed on top of a roof deck assembly

Collapse zone

The area extending horizontally from the base of the wall to one and one and a half times the height of the wall

Reinforcement stars

May mean thats the structure is of questionable stability. connected by tension rods to stars on the other side of the building

Tension

Those vertical or horizontal forces that tend to pull things apart

Compression

Those vertical and or horizontal forces that tend to push the mass of metal together

Rain roof

A Second roof constructed over an older roof