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    BUILDING CONSTRUCTION

    Captain Larry Campbell

    Red Shift

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    OBJECTIVES

    2-21.1. Identify basic structuralcharacteristics of following building

    construction 2-21.1.1. Wood Frame

    2-21.1.2. Ordinary

    2-21.1.3. Heavy Timber

    2-21.4.4 Non-Combustible

    2-21.5.5. Fire Resistant

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    OBJECTIVES

    2-21.2. Identify three hazards associatedwith wood truss and lightweight

    construction 2-21.3. Identify dangerous building

    conditions created by fire and suppressionactivities

    2-21.4. Identify five indicators of buildingcollapse

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    OBJECTIVES

    2-21.5. Identify the effects of fire and firesuppression activities on the followingbuilding materials

    2-21.5.1.Wood 2-21.5.2 Masonry

    2-21.5.3 Cast Iron

    2-21.5.4. Steel 2-21.5.6 Reinforced Concrete

    2-21.5.5 Gypsum wallboard

    2-21.5.7 Glass

    2-21.5.8 Plaster & Lath

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    OBJECTIVES

    2-21.6. Identify the following terms as theyrelate to building construction

    2-21.6.1.Veneer wall 2-21.6.2. Party wall

    2-21.6.3. Fire wall

    2-21.6.4. Partition wall

    2-21.6.5. Cantilever wall/unsupported wall

    2-21.6.6. Load bearing

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    WHY STUDY BUILDING

    CONSTRUCTION? To enable safe and effective fire attack

    planning

    To alert FF to potential construction hazards

    To alert FF to effects of fire and fire

    suppression activities on selected building

    materials

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    STRUCTURAL CHARACTERISTICS

    AND HAZARDS Type I Fire Resistive

    Structural members noncombustible or limited

    combustible

    Primary hazards-contents

    Ability to confine fire compromised by

    openings

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    STRUCTURAL CHARACTERISTICS

    AND HAZARDS Type II Noncombustible

    Similar to Type I only degree of fire resistance

    is less Some cases materials with no fire resistance is

    used

    Primary hazards-contents

    Heat build up during fire may cause structuralsupports to fail

    Roof materials may contribute to fire spread

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    STRUCTURAL CHARACTERISTICS

    AND HAZARDS Type III Ordinary

    Exterior walls and structural members

    noncombustible or limited combustible Interior structural members almost all wood

    Wood used has smaller dimensions than TypeIV

    Primary fire hazard is fire and smoke spreadthrough concealed spaces

    Hazards reduced by using fire-stops

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    STRUCTURAL CHARACTERISTICS

    AND HAZARDS Type IV Heavy Timber

    Exterior and interior walls and associated structural

    members noncombustible or limited combustiblematerials

    Interior structures made of solid or laminated wood with

    no concealed spaces

    Wood has large dimensions

    Primary fire hazard combustible contents of structural

    members

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    STRUCTURAL CHARACTERISTICS

    AND HAZARDS Type IV Continued

    Because of massive amount of combustible

    materials there will be serious heat given offand may pose exposure protection problems

    Usually found in very old mills, factories, and

    warehouse, and today in modern churches

    Carpentersville- 10 W. Main Street, 11 East

    Main Street, and Eckert Door/GoldenBag, Inc.

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    STRUCTURAL CHARACTERISTICS

    AND HAZARDS Type V Wood Frame

    All walls and structural members are wood

    Presents unlimited fire hazards, spread, collapse

    May present serious exposure problems

    Every new subdivision in Carpentersville,:

    GlenEagle, Kimball Farms, Aragon T/H,Willoughby Farms, and Keele Farms

    (examples)

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    STRUCTURAL CHARACTERISTICS

    AND HAZARDS Type V Continued

    Old Town Type V construction, however a

    lot of balloon construction. Balloonconstruction there are no fire stops. Fire in

    basement, better go straight up to attic and roof

    to check for extension. Modern construction is

    called platform construction, each floor is

    constructed on its own platform, thus acting as

    a fire-stop, reducing wall channels

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    BUILDING CONTRUCTION

    TERMS

    2-21.6.

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    BUILDING CONTRUCTION

    TERMS Veneer walls

    Party wall

    Fire wall

    Partition wall

    Cantilever/unsupported wall Load bearing wall

    Nonload bearing wall

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    BUILDING CONTRUCTION

    TERMS Veneer Wall- decorative walls usually

    attached to the outside of load-bearing

    frame construction Party Wall- load bearing wall that supports

    two adjacent structures

    Fire Wall- separates two structures ordivides a structure into smaller portions toprevent spread of fire

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    BUILDING CONTRUCTION

    TERMS Partition Wall- non-load bearing wall that

    divides two areas within a structure

    Cantilever/Unsupported Walls-freestanding wall usually found in shoppingcenters or churches

    Load bearing Wall-walls which supportstructural weight

    Non-load bearing Wall- interior finishedwall, used to separate two rooms in a

    house/office

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    HAZARDS ASSOCIATED WITH

    LIGHTWEIGHT CONSTRUCTIONAND TRUSS

    OBJECTIVE

    2-21.2.

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    HAZARDS ASSOCIATED WITH

    LIGHTWEIGHT CONSTRUCTION

    AND TRUSS

    Designed to support only their own weight

    If one fails, a domino effect happens andthey all fail

    Rapid failure under fire conditions

    Usually 5 to 10 minutes Wood char

    Steel 1000 F

    NEVER TRUST THE TRUSS!

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    HAZARDS ASSOCIATED WITH

    LIGHTWEIGHT CONSTRUCTION

    AND TRUSS

    Wooden floor truss are just as dangerous

    Truss can be lightweight wood or metal

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    FF Hazards Related to

    Construction

    Heavy fire loading

    Combustible finishes and furnishings

    Wood shake shingles

    Wooden floors/ceilings and coverings

    Large open spaces

    Lightweight construction/truss

    Construction, renovations, demolition

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    FF Hazards Related to

    Construction Heavy content loading

    Combustibles stored in high piles next to each

    other Usually found in commercial and storage

    facilities

    This may override sprinkler system and provideaccess problems

    Proper inspection and enforcement effective in

    these type of facilities

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    FF Hazards Related to

    Construction Combustible furnishings/finishes

    Contribute to fire spread and smoke production

    Wood shake shingles

    Contribute to fire loading and spread

    Prolonged exposure to fire may result in

    structural collapse Wood shake shingles in subdivisions create the

    need for aggressive exposure protection

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    FF Hazards Related to

    Construction Wooden floors and ceilings

    Contribute to fire loading

    Prolonged exposure may result in collapse

    Usually found in Type V construction and in

    residential areas

    Large open spaces Contributes to spread

    Warehouses, churches, large atriums, common

    attics, and theaters

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    EFFECTS OF FIRE on BUILDING

    MATERIALS

    OBJECTIVE

    2-21.5.

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    EFFECTS OF FIRE on

    BUILDING MATERIALS WOOD

    Reaction depends on

    Size Smaller the size more likely to lose integrity

    Moisture content

    Application of water

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    EFFECTS OF FIRE on

    BUILDING MATERIALS MASONRY

    Minimally affected by fire

    Mortar between masonry subject todeterioration and weakening from fire

    Rapid cooling may cause to spall

    Masonry needs to be inspected after fire

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    EFFECTS OF FIRE on

    BUILDING MATERIALS CAST IRON

    Found in old buildings

    Bolts and other fastening devices may fail,permitting to large wall and floor collapses

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    EFFECTS OF FIRE on

    BUILDING MATERIALS STEEL

    Members elongate under heat

    50 foot beam may elongate up to 4 inches whenheated to 1000

    If ends are restrained it will buckle or fail

    somewhere in the middle Failure can be anticipated at 1000

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    EFFECTS OF FIRE on

    BUILDING MATERIALS REINFORCED CONCRETE

    Loses strength and spalls

    Heat may cause bond between concrete andsteel causing collapse

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    EFFECTS OF FIRE on

    BUILDING MATERIALS GYPSUM (Drywall)

    Excellent heat-resistant & fire retardant

    properties Will brake down under fire conditions

    Members protected by gypsum could be

    exposed to high temps

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    EFFECTS OF FIRE on

    BUILDING MATERIALS GLASS

    Glass does not contribute to fire load, but resins

    in fiberglass will Heated glass will crack when hit with a cool

    stream

    PLASTER & LATH

    Similar to gypsum

    Large sections may fail during FF ops and falland strike FF

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    FACTORS THAT INCREASE

    FIRE RISKS AND

    COLLAPSE Construction, Demolition, and Renovations

    Drywall not yet in place

    Exposed wood framing

    Lack of barriers- doors, windows, etc.

    Open stairwells

    More at risk for to Arson In buildings, suppression systems not working yet

    Blocked entrances/exits

    Construction materials and equipment in the way

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    SIGNS OF COLLAPSE

    Cracks or separations in walls

    Evidence of existing building instability, i.e.-starsor tie rods

    Loose bricks, blocks, and stones Deteriorated mortar

    Walls that appear to be leaning

    Structural members that appear to be separatingfrom walls

    Prolonged fire exposure

    Fires beneath heavy machines, compressors, roof

    top units, etc.

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    IF COLLAPSE APPAERS

    IMMINENT Evacuate building

    Set up collapse zone around perimeter of

    building

    Allow NO Personnel or Apparatusto

    operate in zone

    If fire streams are needed to be continued,

    they must be unmanned master streams