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Building Construction Related to the Fire
Service
Chapter 2 — Structural Fire Resistance and Building
Classifications
Learning Objective 1
Define fire resistance.
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Fire Resistance
• Function of the properties of all materials used; includes combustibility, thermal conductivity, chemical composition, density, and dimensions
• Ability of a structural assembly to maintain load-bearing and structural integrity under fire conditions
Building Construction
(Continued)
2–3
Fire Resistance
• Ability of walls, partitions, and ceilings to act as a fire barrier
• Fire resistance rating– Expressed in hours and fractions of
hours– Incorporated into construction
classifications and building codes
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Learning Objective 2
Discuss methods of determining fire resistance and the limitations of each method.
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Determination of Fire Resistance
• Conducting standard fire resistance testing in a laboratory
• Performing analytical calculations to determine the resistance to a standard fire test exposure
• Employing analytical structural fire engineering design methods based on real fire exposure characteristics
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Fire Resistance Test Method
• Laboratory test is most commonly used method
• Component subject to heat of a standard fire in test furnace
• Primary points of failure for test• Fire resistance ratings expressed in
standard intervals
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(Continued)
Fire Resistance Test Method
• Factors impacting fire resistance ratings from standard test
• Standard fire test evaluates ability of structural assemblies to carry a structural load and act as a fire barrier
• Information NOT provided by test• Assemblies may be penetrated
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(Continued)
Fire Resistance Test Method
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Learning Objective 3
Identify fire testing organizations and discuss the significance of fire test results.
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Fire Testing Organizations
• Testing for fire resistance ratings is beyond capability of local fire and building departments
• Several laboratories are equipped to conduct testing
• Some organizations use furnaces primarily for research and product development
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Fire Test Results
• Published by testing laboratories
• Deviation from materials or dimensions specified alters test results
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Learning Objective 4
Recognize the role of analysis in determining fire resistance.
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Analytical Calculation of Fire Resistance
• Mathematical equations have been developed to predict behavior of materials under test conditions
• ASCE/SFPE 29 provides methods for calculating fire resistance ratings
• Limited to use with certain materials
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Analytical Design Using Real Fire Exposures
• NFPA® 251 test– Most commonly used– May be too severe or not severe
enough
• Ratings determined analytically using a different time-temperature curve must be interpreted cautiously
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Noncombustible Materials
• Building codes contain explicit criteria for determining combustible material
• Incapable of supporting combustion under normal circumstances
• Most common test for determining combustibility – ASTM E 136
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Learning Objective 5
Discuss the basic building classifications as they relate to fire resistance.
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Classifications
• Type I, Fire-Resistive• Type II, Noncombustible or
protected noncombustible• Type III, Exterior protected• Type IV, Heavy timber• Type V, Wood frame
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(Continued)
Classifications
• In building codes, based on materials used in construction and hourly fire resistance ratings required for structural components
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NFPA® 220
• Details requirements for each classification and subclassification
• Designated by three-digit number code– 1st – Fire resistance rating in hours of
exterior bearing walls– 2nd – Fire resistance rating of structural
frames or columns and girders supporting loads greater than one floor
– 3rd – Fire resistance rating of floor construction
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International Building Code® (IBC®)
• Similar to NFPA® 220• Requirements for individual
structural members differ• Building codes use construction
types and occupancy in conjunction with sprinkler systems and separations to establish limits on heights and areas of buildings
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Type I Construction
• Structural membersare noncombustible construction with a specified fire resistance
• Combustible material typically permitted in certain components
• Most common methods of construction
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Courtesy of McKinney (TX) Fire Department
Type II Construction
• Noncombustible – Can be either protected or unprotected
• IBC® divides into two subclassifications
• Material other than steel can be used
• Building codes allow combustible material similar to that in Type I
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(Continued)
Type II Construction
• Unprotected, noncombustible building cannot be expected to provide structural stability under fire conditions
• Point at which unprotected members will fail depends on several factors
• Protected, noncombustible structural fire protection is similar to Type I
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Type III Construction
• “Ordinary construction”• Exterior walls frequently masonry,
but can be any noncombustible material with required fire resistance
• Interior members– Partially or wholly combustible– Protected or unprotected
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(Continued)
Type III Construction
• IBC® divides into two subclassifications
• When fire resistance is required, most common is plaster (older) or gypsum board (newer)
• Wood dimensions permitted to be smaller than Type IV
• Fundamental fire concern – Concealed spaces
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Type IV Construction
• “Mill construction”• Difference from Type III• Used in older factories,
mills, and warehouses• Primary fire hazard –
Massive amount of fuel from large structural members
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Courtesy of McKinney (TX) Fire Department
Type V Construction
• All structural components may be combustible
• Two subclassifications• Differences from Type
III• Threat to adjacent
structures if heavily involved in fire
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Mixed Construction
• Some buildings are allowed a mixed construction type
• May result in special challenges for emergency responders
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Learning Objective 6
Discuss the concept of fire load and its impact on building construction types.
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Fire Load
• Maximum heat released if all available fuel in a building was consumed
• Product of weight of combustibles multiplied by their heat of combustion
• Expressed in lb/sq ft (kg/sq m)• Varies depending on heat of
combustion of fuelBuilding Construction
2–31
Fire Load and Construction Type
• Buildings with combustible structural components have greater fire load than Type I and II
• Fire load does not translate into equivalent structural load
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Learning Objective 7
Explain occupancy classifications as they relate to fire risks.
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Occupancy Classifications
• Assign building occupancies into groups with broadly similar fire risks
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IBC® Classifications
• Group A – Assembly
• Group B – Business• Group E –
Education• Group F – Factories• Group H – High
Hazard
• Group I – Institutional
• Group M – Mercantile
• Group R – Residential
• Group S – Storage• Group U – Utility
and Misc.Building Construction
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International Building Code®
• Considerable variation of hazards within groups, so further divided to describe occupancy groups with more similar characteristics
• Total of 26 subgroups• Separate provision for one- and
two-family dwellings not more than three stories high
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NFPA® Classifications
• Assembly• Educational• Day care• Health care• Ambulatory
health care• Detention and
correctional
• Residential• Residential board
and care• Mercantile• Business• Industrial• Storage
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Mixed Occupancies
• Buildings may contain more than one occupancy classification
• Codes require fire-resistive separations between various occupancies
• Requirements depend on local code• Reduction in occupancy separation
may be permitted if building is sprinklered
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Change of Occupancy
• Frequently occurs• Can create problems• May require expensive renovations
that owner not willing to pay
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Summary
• Fire behavior in buildings is determined largely by construction materials and structural fire resistance.
• Structural fire resistance is determined most often through laboratory testing.
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(Continued)
Summary
• Building codes classify construction into types based on construction material, structural fire resistance, and occupancy.
• Occupancies within individual occupancy groups present roughly similar fire risk factors.
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Building Construction
Review Questions
1.What is fire resistance?2.What is the value of standard fire tests?3.What is a noncombustible material?4.What considerations do firefighters need to take into account when they encounter dropped ceilings?
(Continued)
2–42
Review Questions
5.What are the major occupancy classifications contained in the International Building Code® (IBC®)?
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