Building Construction Related to the Fire Service Flashcards
1
Q
The useful life span of a building can range from _____ or more.
A
25-100 years
2
Q
_____: include not only the age of the building but also fire protection systems, occupancy type, fuel load, type and contraction, configurations, and the buildings access and exposures.
A
building variables
3
Q
The age of a building is not in itself a hazard, but age is often an indication of _____.
A
Potential hazards.
4
Q
An automatic fire protection system, especially an automatic sprinkler system is the _____.
A
first line of defense in any building.
5
Q
The ____ of a building often affects the ways in which building components behave under fire conditions.
A
occupancy
6
Q
Over time, many buildings undergo one of several changes in ____.
A
occupancy
7
Q
Changes in ___ frequently result in a significant difference in the amount and type of combustible materials in a building.
A
occupancy
8
Q
Type I construction:
A
Fire resistive
9
Q
Type II construction:
A
Protected noncombustible or noncombustible
10
Q
Type III construction:
A
Exterior protected.
11
Q
Type IV construction:
A
Heavy Timber
12
Q
Type V construction:
A
Wood Frame
13
Q
The ____ of a building refers to its general shape or layout.
A
configuration
14
Q
_____ is a primary factor for fire department operations.
A
access
15
Q
NFPA defines a building as an ____ when the heat from an external fire might cause ignition of or damage to the exposed building
A
exposure
16
Q
_____ occurred when fire communicated from building to building.
A
Conflagrations
17
Q
The problem of _____ remains significant, especially in older urban environments with closely spaced combustible construction.
A
communication of fire
18
Q
Communication of fire from building to building occurs by _______
A
convection and/or radiation.
19
Q
_____ is the transfer of heat by the movement of liquids or gases, usually in an upward direction.
A
Convection.
20
Q
Horizontal communication of fire is mainly due to _______.
A
Thermal radiation.
21
Q
____ is the transfer of heat energy through space by electromagnetic waves.
A
Thermal radiation.
22
Q
Fire spread is often the result of _____.
A
radiant heat.
23
Q
In engineering, _____ is said to occur when a structure or part is no longer capable of performing its required function in a satisfactory manner.
A
failure
24
Q
To the firefighter, building failure usually means ____.
A
structural collapse.
25
The collapse of a building under fire conditions is a result of the loss of a buildings _____.
structural integrity.
26
The term ____ refers to a failure to provide a level of fire safety appropriate to the ultimate use of the building.
design deficiencies
27
A ____ is a body of law that determines the minimum standards that buildings must meet in the interest of community safety and health.
building code
28
Manual fire alarm stations must not be more than ___ ft and not less than ___ ft above the floor level so they can be reached from a wheelchair.
4.5 and 3.5
29
An ____ is a protected area where a person can remain temporarily until someone else provides assistance or instructions.
area of refuge.
30
______ - group of people, usually 5 to 7, with experience in fire prevention, building construction, and/or code enforcement legally constituted to arbitrate differences of opinion between fire inspectors and building officials, property owners, occupants, or builders.
board of appeals.
31
Over the course of their useful lives, buildings often undergo various ____.
renovations
32
Building departments require that _____ be designed by structural engineers and performed by licensed contractors.
structural modifications.
33
It should be noted that the role of the fire inspector is to ____ system tests, not actually perform the tests.
witness
34
_____ is a valuable tool in accomplishing control of emergencies in individual buildings.
pre incident planning.
35
_____ include information regarding occupancy, industrial process, hazardous materials, fire protection systems, building access, and utilities.
Preincident plans.
36
_______ are another means of obtaining analyzing, and using data based on locations.
Geographic information systems (GIS)
37
____ allows a large project to be divided into smaller areas or sector.
GIS
38
Having current ____ ensures accuracy and familiarity with individual sites.
pre incident plans
39
All building codes classify buildings by _____
construction type
40
The classification of buildings is based on two attributes of building construction which are:
fire resistance and combustibility.
41
_____ determines the likelihood of structural collapse under fire conditions.
Fire resistance
42
_____ is a function of the properties of all materials used, including combustibility, thermal conductivity, chemical composition, density, and dimensions.
Fire resistance
43
_____ is the ability of a structural assembly to maintain its load-bearing capacity and structural integrity under fire conditions.
Fire resistance.
44
The fire resistance of structural components can be evaluated quantitively and is known as the _____.
fire resistance rating.
45
Building codes will have requirements for the fire resistance of structural elements such as the following:
beams, columns, walls and partitions, floor and ceiling assemblies, roof and ceiling assemblies.
46
The earliest known fire tests on building materials were conducted in Germany in _____
1884-86
47
In the United States the first known fire tests were conducted in Denver, Colorado in ____.
1890
48
Normally, assemblies are not tested beyond ___ hours because this is the maximum time required by the building codes.
4
49
The ______ for the test include: failure to support an applied load, temperature increase on the unexposed side of the wall, floor and roof assemblies of 250F above ambient temperatures, passage of heat or flame through the assembly sufficient to ignite cotton waste, and excess temperature on steel members.
primary points of failure
50
Fire resistance ratings for test specimens, including fire doors and Windows are expressed in standard intervals such as:
15 minutes, 30 minutes, 45 minutes, 1 hour, 1.5 hours, 2 hours, 3 hours, and 4 hours.
51
The _____ test is the only method currently universally accepted by building codes.
E-119
52
The NFPA ____ standard time-temperature test is the most commonly used method of satisfying building code requirements for structural fire resistance.
251
53
_____: Incapable of supporting combustion under normal circumstances.
noncombustible.
54
The most commonly used test for determining combustibility is ____.
ASTM E 136
55
NFPA ____ Standard on Types of Building Construction details the requirements for each of the classifications and subclassifications of buildings.
220
56
In NFPA 220, each classifications is designated by a ____.
three digit number code.
57
What does the first digit of the NFPA 220 building classification stand for?
Fire resistance rating in hours of exterior bearing walls.
58
What does the second digit in NFPA 220 building classifications stand for?
Fire resistance rating of structural frames or columns and girders that support loads of more than one floor.
59
What does the third digit of the NFPA 220 building classification stand for?
fire resistance rating of the floor construciton.
60
In type IV construction (heavy timber) the designation ___ is used.
2HH
61
In ____ construction, the structural members are of non-combustible construction that has a specified fire resistance.
Type I or fire resistive
62
Type I construction is divided into ___ subclassifications
2
63
The two most common methods of constructing ___ buildings are by using reinforced concrete or a protected steel frame.
Type I.
64
Type ____ construction can be either protected or unprotected. In unprotected construction, the major components are noncombustible but have no fire resistance.
type II (noncombustible)
65
Building codes allow the use of combustible material in type II construction for applications similar to those in ____ construction.
Type I.
66
The point at which unprotected members will fail depends on the following factors;
ceiling height of the building, size of the unprotected steel members, and intensity and duration of the exposing fire.
67
Type ___ construction has been commonly referred to as "ordinary construction"
III
68
Type ____ constructions is frequently constructed with exterior walls of masonry, but from a technical standpoint any noncombustible material with the required fire resistance can be used for the exterior walls.
III
69
In ___ construction, although the exterior walls are non combustible, the interior structural members including walls, columns, beams, floors and roofs are permitted to be partially or wholly combustible.
type III.
70
A fundamental fire concern with Type ___ construction is the combustible concealed spaces that are created between floor and ceiling joints and between studs in partition walls when they are covered with interior finish materials.
III
71
Type ____ constructions is commonly known as heavy-timber or "mill" construction.
IV
72
Like Type III construction, in type ___ construction the exterior walls are normally of masonry construction and the interior structural members are combustible.
type IV
73
There are two important distinctions between Type III and type IV construction:
Type IV construction the structural members are made of wood with greater dimensions than type III and the concealed spaces are not permitted between structural members in type IV construction.
74
Type ___ construction was used extensively in factories, mills, and warehouses in the 19th, and early 20th centuries.
IV
75
In Type ___ construction, all major structural components are permitted to be of combustible construction.
V
76
The basic method of construction in a Type __ building consists of using a wood frame to provide the primary structural support.
V
77
Many type ___ structures are required to have a 1 hour fire resistance for the structural members.
V
78
A fundamental problem posed by Type ___ construction is the creation of combustible concealed voids and channels more extensive than are found in type III constructions.
V
79
In modern practice, wood frame buildings are most often constructed using a method known as ____ construction.
light-frame
80
In some jurisdictions it is permissible to have type V construction over type I construction up to a height of ___ ft.
70
81
____ refer to the maximum heat that would be released if all the available fuel in a building was consumed.
fire load or fuel load.
82
The ____ is the product of the weight of the combustible multiplied by their heat of combustion.
fire load
83
The ___ can be used as an estimate of the total potential heat release or thermal energy to which a building may be subjected if all combustibles become fully involved in fire.
fire load
84
_____ classify buildings according to their occupancy as well as their construction type.
Building codes
85
The International building code contains ___ major occupancy classifications.
10
86
IBC group A
assembly
87
IBC group B
business
88
IBC group E
Educational
89
IBC group F
factories
90
IBC group H
high hazard
91
IBC group I
institutional
92
IBC group M
Mercantile
93
IBC group R
residential
94
IBC group S
storage
95
IBC group U
utility and miscellaneous
96
The IBC contains a total of __ subgroups within the 10 major occupancy classifications
26
97
NFPA 5000 and NFPA 101 make use of ___ major occupancy classifications
12
98
A ___ is defined as any effect or force that a structure must resist.
load
99
___ arise from several sources such as gravity, wind, earthquakes, and soil pressure and can be classified in several ways.
loads
100
_____: the impact effect the wind has on a surface. This force may be reduced by streamlining the surface encountered.
Direct pressure
101
_____: when wind encounters an object, its fluid nature causes it to flow around the object. this exerts a drag effect on the object.
Aerodynamic drag
102
______: a suction effect produced on the downwind side of the building resulting in an outward pressure.
Negative pressure
103
In designing buildings to withstand the force of wind, the primary effect considered is the force due to _____.
direct pressure.
104
The vibrational motion of the surface subjects buildings to forces known as ____ that can be very destructive, as history has shown.
seismic forces
105
_____ are produced in a structural member when it is twisted.
torsional forces
106
_____ are movements of relatively large amplitude resulting from a small force applied as the natural frequency of a structure.
Resonant forces
107
Although the movement of the ground beneath a building can be three dimensional, the ____ is the most significant force.
horizontal motion.
108
____: the tendency of a body to remain in motion or at rest until it is acted upon by force.
inertia
109
_____: structural element designed to control vibration.
damping mechanism
110
The ___ is the weight of any permanent part of a building.
dead load
111
The ____ load also includes permanent equipment such as heating plants, elevator hoist, pumps, and water supply tanks in earthquake zones.
dead
112
A ____ is any load that is not fixed or permanent.
live load
113
Although ____ loads can include wind and seismic loads, the term is usually applied to building contents, occupants, and the weight of snow or rain on the roof.
live load.
114
_____, can vary from visually none in southern states to 60 lbs per square foot.
snow load
115
____ are loads that are steady or are applied gradually.
static loads
116
The dead load of a building, the snow load, and many live loads are _____.
static loads.
117
_______ are loads that involve motion.
dynamic loads
118
_____ loads include the forces arising from wind, moving vehicles, earthquakes, vibration, firefighters, and falling objects.
dynamic loads
119
_____ differ from static loads in that they are capable of delivering energy to a structure in addition to the weight of an object.
dynamic loads
120
______: condition in which the support provided by a structural system is equal to the applied loads.
equilibrium.
121
A beam that is supported at one end is known as a ___.
cantilever beam
122
____: those vertical or horizontal forces that tend to pull things apart' for example, the force exerted on the bottom chord of a truss.
Tension
123
_____: point at which material ceases to perform satisfactorily
failure point
124
An ____ is a load applied to the center of the cross-section of a structural member and perpendicular to that cross section.
axial load
125
An _____ load is a load that is perpendicular to the cross section of the structural member but does not pass through the center of the cross section.
eccentric
126
A ____ load is offset from the center of the cross section of the structural member and at an angle to or in the same plane as the cross section.
torsional
127
A ___ is a structural member that can carry loads perpendicular to its longitudinal dimension.
beam
128
A ____ beam is supported at each end and is free to rotate at the ends.
simply supported
129
____ are structural members designed to support an axial compressive load.
Columns
130
An ____ is a curved structural member in which the interior stresses are primarily compressive.
arch
131
____ are framed structural units made up of a group of triangles in one plane.
trusses
132
_____: structural member used to form a roof or floor framework.
truss
133
____ can be thought of as flexible structural members that can be used to support roofs, brace tents, and restrain pneumatic structures.
cables
134
The top members of a truss are called the ____.
top chords
135
The bottom members of a truss are called the _____.
bottom chords
136
Typical ____ shapes are available to span distance of 22ft to 70 ft but in todays construction truss spans in excess of 100ft are not uncommon.
truss
137
The diagonal members of a truss are called either ____ or ____.
diagonals or web members
138
A common method of construction uses the walls of a building to support spanning elements such as beams, trusses, and precast concrete slabs. These are appropriately known as _____ structures.
bearing wall
139
The distinctive characteristic of ______ framing is the spacing of the vertical posts and the cross-sectional dimension of the members.
Post and beam
140
In post and beam framing, the vertical posts may be spaced up to ____ apart, unlike stud wall construction where the studs are 12-16 inches apart.
24 inches
141
In rigid frames, the ____ usually must be reinforced and will be the last portion of the assembly to fail under fire conditions.
joints
142
_____: system of construction in which the building consists primarily of an enclosing surface and in which the stresses resulting from the applied loads occur within the surface bearing wall structures.
Surface system
143
______: Structure with an enclosing surface of a thin stretched flexible material. Examples include simple tent or an air supported structure.
Membrane structure
144
______: safe , continuous path of travel from any point in a structure to a public way.
means of egress.
145
_____: stair that usually connects two floors in a multistory building.
convenience stair
146
______: vertical distance between the treads of a stairway or the height of the entire stairway.
Rise
147
_____: The horizontal measurement of a stair tread or the distance of the entire stair length
Run
148
Most ___ provide a dual role as a building system. First, they enable occupants to access various levels of the structure and second, they serve as a basic component of building egress during an emergency.
stairs
149
Many ____ have failed when loaded with people during an emergency.
older fire escapes
150
Building codes have traditionally required a minimum of 1 smoke proof stair enclosure for stairs serving buildings ____ stories or higher and more recently, stairs serving more than 30ft below the level. of the exit discharge.
5
151
Activated by automatic fire/smoke detection equipment, a dedicated mechanical air handling system is designed to keep smoke out of the stair enclosure by _____.
pressurizing the shaft.
152
Stair enclosures may be classified as ______ by using either active or passive smoke control.
smokeproof
153
_____: stairway that are designed to limit the penetration of smoke, heat, and toxic gases from a fire on a floor of a building into the stairway and that serve as part of a means of egress.
smokeproof enclosure.
154
____ are a key building system for providing access to above or below grade stories.
elevators.
155
____: the most common type of elevator in buildings over 6 stories.
traction elevator
156
_____ are very fast and do not have the height limitations of either hydraulic or drum type elevators.
traction elevators.
157
The practical upper limit for hydraulic elevators is ___.
6 stories.
158
____ motors have a braking system that operates during both normal operation and malfunctions.
traction
159
An ____ is the vertical shaft in which the elevator car travels and includes the elevator pit.
elevator hoist way.
160
_____ enclosures usually are required to be a fire-rated assembly with a 1-2 hour rating.
Elevator hoistways
161
If the elevator hoist way is not vented at the top, the accumulated hot gases and smoke may tend to ___ or spread horizontally into the upper floors.
mushroom
162
To prevent ____, building codes require venting at the top of practically every hoist way built today.
mushrooming
163
In very tall building, ____ are divided into zones.
elevators.
164
A elevator zone typically serves ___ to ____ floors.
15-20
165
The ____ zone cars operate express from the first floor to the lowest floor of the upper zone.
upper
166
____ are used for express elevators that serve the upper elevator zones in tall buildings.
blind hoistways
167
____ also include stairways and elevator and dumbwaiter hoist ways.
vertical shafts
168
____ is a term generally applied to the vertical pathway in a building that contains utility services.
Utility chase
169
A _____ is a type of utility chase used to contain piping needed for building services such as hot and cold potable water, drain lines, steam, hot and chilled water for heating and air conditioning, and sprinkler piping.
pipe chase
170
Occasionally buildings do not have pipe chases but instead use ______.
stacked mechanical equipment rooms.
171
A ____ provides for the removal of trash and garbage from upper floors of buildings such as residential properties.
refuse chute.
172
A ____ is installed as part of an exhaust system for commercial cooking appliances that produce grease laden vapors.
grease duct
173
The functions provided by an ____ system include heating, cooling, filtering, humidifying, and dehumidifying.
HVAC
174
An ____ provides conditioned air to building occupants.
HVAC
175
NFPA ____ requires that the shaft enclosure for HVAC units be 1 hour rated for buildings less than 4 stories in height and 2 hour fire rated for buildings four stories or greater.
90A
176
____: channel or enclosure, usually of sheet metal, used to move heating and cooling air through a building. Hollow pathways used to move air from one area to another in ventilation systems.
duct
177
____: in building construction, refers to generally inaccessible spaces between layers of building materials.
interstitial space.
178
____ means the use of mechanical equipment to produce pressure differences across smoke barriers to inhibit smoke movement.
Smoke control
179
Automatic transfer of an HVAC system to fire operation can be accomplished by ___ serving the various floors of the building.
smoke detectors
180
The automatic transfer of the system to fire mode (HVAC) can also be initiated by ______.
sprinkler waterflow switches or heat detectors
181
The advantages to ____ (transfer of HVAC into fire mode) are the elimination of system disruption due to false alarms and more specific system control.
manual control
182
When an HVAC system has both automatic and manual capability, the ___ shall take priority over the other.
manual control
183
A ____ is a type of smoke proof enclosure that makes use of a vestibule between the corridor and the stairwell that is open to the atmosphere.
Smokeproof tower
184
A ____ stairwell utilizes a blower of fan to provide a slightly greater pressure in the stairwell than the corridor to prevent the infiltration of smoke from the corridor into the stairwell.
pressurized
185
NFPA 92A requires a minimum pressure difference of _____, water gauge across a smoke barrier in a sprinklered building.
0.05 inches
186
There are two general design methods used for pressurized stairwells, one method is to have a fan supply air to a stairwell at a single point. This is known as the _____.
Single-injection method.
187
______: vertical boards, fire resistive half walls, that extend down from the underside of the roof of some commercial buildings and are intended to limit the spread of fire, heat, smoke, and fire gases.
Curtain boards
188
____: the electrical force that causes a charge to move through a conductor. Sometimes called the electromotive force.
Voltage
189
_____: nonconductor of direct electric current. Term usually applied to tools that are used to handle energized electrical wires or equipment.
dielectric
190
When transformers are inside, the transformer rooms or vaults are required by code to be enclosed in ___ hour fire rated construction if not protected by automatic sprinklers or ___ hour fire rated construction if they are protected by sprinklers.
3 hour; 1 hour
191
With the increases cost of building materials, many buildings are now supplied by the electric utility with ____ services.
480/277 volt
192
_____ are used to cover high-voltage electricity, as supplied by the electric utility service, to an appropriate voltage for use in the building.
Transformers
193
____ are typically engine driven, using a gasoline, diesel, or natural gas internal combustion engine.
generators
194
The term ____ is generally applied to the materials used for the exposed face of the walls and ceilings of a building.
interior finish.
195
In the international community the term ____ is used instead of interior finish
interior lining.
196
What is the flame spread rating for Class A interior finishes?
0-25
197
What is the flame spread rating for class B interior finishes?
26-75
198
What is the flame spread rating for Class C interior finishes?
76-200
199
Interior finish materials with a Class __ rating are required in the vertical exits of most occupancies.
A
200
Interior finish materials with a class __ rating are required in corridors that provide exit access.
B
201
The maximum flame spread rating for interior finishes is ____.
200
202
The fire load is the measure of the ___ available to a fire and therefore the total heat that can be released in a fire.
total fuel.
203
The severity of a fire is determined by the fire load plus the _____.
rate at which the fuel burns
204
The faster the available fuel burns the greater the _____.
Heat release rate (HHR)
205
The rate at which a fuel burns is determined by several factors. The most significant is the combination of fuel and the _____.
available oxygen.
206
The ____ is the most commonly used method for evaluating the surface burning characteristics of materials.
Steiner Tunnel Test
207
The tunnel test produces a numerical evaluation of the flammability of interior materials, which is known as the _____.
flame spread rating.
208
To derive the numerical flame spread rating, the flame travel along the test material is compared to two standard materials: _______.
asbestos cement board and red oak flooring.
209
The _____ may not produce an accurate correlation with the actual behavior of a material in a fire.
flame spread rating.
210
The _____ is a measure of the relative visual obscurity created by the smoke from a tested material.
smoke developed rating.
211
Codes limit the maximum smoke developed to ____.
450
212
It is very important to remember that the smoke developed in a rating is ____ an indication of the toxicity or volatility of the products of combustion of the interior finish materials.
not
213
Fire retardant coatings only affected the ____ and not the untreated portion of a material.
coated surface
214
Fire-retardant coatings cannot be substituted for _____.
structural fireproofing.
215
______: any substance, except plain water, that is applied to another material or substance to reduce the flammability of fuels or slow their rate of combustion by chemical or physical action.
Fire Retardant
216
The _____ test procedure to measure the surface burning characteristics or materials is useful because it provides reproducible results and is widely recognized standard.
ASTM E-84
217
Considerable effort has been made over the years to develop test procedures that incorporate the size and shape of real rooms. These methods are collectively known as _____.
Corner tests
218
_____ consists of equipment such as an automatic sprinkler system or fire alarm system that requires a power source for operation.
Active fire protection.
219
_____ relies on building construction and materials to contain fire or products of combustion.
Passive fire protection.
220
_____ fire protection extinguishes or controls fire while _____ fire protection limits the spread of fire.
Active fire; passive fire
221
The subdivision of a building or the floor levels of a building by fire rated walls or partitions is generally referred to as _____.
compartmentation
222
______: Series of barriers designed to keep flames, smoke, and heat from spreading from one room to another.
Compartmentation systems.
223
_____: assemblies of building components such as doors, walls, roofs, and other structural features that may be, because of the occupancy, required by code to have minimum fire resistance rating from an independent testing agency.
Rated assembly
224
_____: having occupants remaining in a structure or vehicle in order to provide protection from a rapidly approaching hazard. Opposite of evacuation.
Shelter in place.
225
____, or area separation walls, are erected to limit the maximum spread of the fire.
Fire walls
226
_____ can be constructed as either freestanding walls or as tied walls.
fire walls
227
______ walls are self supporting and are independent of the building frame.
freestanding
228
_____ walls are erected at a column line in a building of steel frame or concrete frame construction.
Tied fire walls
229
Fire walls must extend beyond walls and roofs to prevent the radiation heat of flames on one side of the fire wall from igniting adjacent surfaces. This is accomplished by continuing the fire wall through the roof with a ____.
parapet.
230
The parapet height above a combustible roof is determined by the building code and varies from __ to ____.
18 to 36 inches.
231
______ are interior walls used to subdivide a floor or area of a building that do not qualify as fire walls.
Fire partitions
232
_____ unlike fire walls, may not extend continuously through a building.
Fire partitions
233
Stairwells in buildings ___ stories or less are required to have a 1 hour enclosure.
3
234
In buildings taller that 3 stories, stairwells are required to have __ hour enclosures.
2
235
____: glass or thermoplastic panel in a window that allows light to pass.
glazing.
236
____: nonbearing exterior wall attached to the outside of a building with a rigid steal frame. Usually the front exterior wall of a building intended to provide a certain appearance.
Curtain wall
237
Two aspects of ____ are significant to the firefighter, their degree of fire resistance and the extent to which they permit vertical communication of fire.
curtain walls
238
_____: Solid materials, such as wood blocks, used to prevent or limit the vertical and horizontal spread of fire and the products of combustion in hollow walls or floors, above false ceilings, in penetrations for plumbing or electrical installations, in penetrations of a fire rated assembly or in cocklofts and crawl spaces.
Fire Stop
239
For a fire wall or partition to be effective it must provide a ______.
continuous barrier to fire
240
____: A specially constructed, tested, and approved rated door assembly designed and installed to prevent fire spread by automatically closing and covering a doorway in a fire wall during a fire to block the spread of fire through the door opening.
Fire door
241
_____ are rated as 4 hours, 3 hours, 1.5 hours, 1 hour, 3/4 hour, 1/2 hour, and 20 minutes
Fire doors
242
Openings in fire walls. (Fire door classification)
Class A
243
Openings in vertical shafts and openings in 2 hours rated partitions. (Fire door classification)
Class B
244
Openings between rooms and corridors having a fire resistance of 1 hour or less. (Fire door classification)
Class C
245
Openings in exterior walls subject to severe exposure from the outside of a building. (Fire door classification)
Class D
246
Openings in exterior walls subject to moderate or light exposure from the outside. (Fire door classification)
Class E
247
Fire doors are tested in accordance with the procedures contained in NFPA ____.
252
248
For fire doors, the primary criterion for acceptability is that the fire door must _____.
remain in place during the test.
249
For a fire door to effectively block the spread of fire, it must remain ____
closed and attached to the fire wall under fire conditions.
250
A ___ is used for either sliding or swinging fire doors
fire door closer
251
a ___ can be used with swinging, sliding, or rolling fire doors.
fire door holder
252
A ____ is intended for used with sliding fire doors that are mounted on either a level or inclined track.
Door operator
253
An ____ is often used to protect an opening in a fire wall in an industrial occupancy.
overhead rolling steel fire door.
254
____ are often found in older industrial buildings. These doors are usually held open by a fusible link and slide into position along a track either by gravity or by the force of a counterweight.
Horizontal sliding doors.
255
It is a very common design practice to use ___ fire doors for such applications as stairwell enclosures and corridors.
swinging
256
_____ of fire rated doors are available for applications such as freight and passenger elevators, service counter openings, security, dumbwaiters, and chute openings.
Special types
257
The function of the ____ is to transfer the structural load of a building to the ground.
foundation
258
The type of ___ required for a project depends on the type of building and the soil conditions at the site.
foundation
259
The main factors that determine the type of foundation to be used for a building are the _____.
soil conditions and structural configuration.
260
____: That part of the building that rests on the bearing soil and is wider than the foundation wall.
Footing.
261
____ are divided into two types; shallow and deep.
Foundations
262
A ____ is a widened base at the bottom of a column or foundation wall.
footing.
263
A ____ is continuous strip of concrete that supports a wall.
wall footing.
264
____: square pad of concrete that supports a column.
Column footing.
265
____: footing consisting of layers of beams placed at right angles to each other and usually encased in concrete.
grillage footing.
266
_____: thick slab beneath the entire area of a building. Differs from a simple floor slab in its thickness and amount of reinforcement.
Mat foundation.
267
In some cases where soil strength is low, a type of foundations known as ____ may be used.
floating foundation
268
_____: foundation for which the volume of earth excavated will approximately equal the weight of the building supported.
Floating foundation.
269
_____ take the form of either piles or piers.
Deep foundations
270
_____: used to support loads, are driven into the ground and develop their load carrying ability either through friction with the surrounding soil or by being driven into contact with track or a load bearing soil layer.
Piles
271
_____: load supporting member contracted by drilling or digging a shaft, then filling the shaft with concrete.
Pier.
272
A layer of _____ is sometimes placed on the outside of foundations walls for insulation.
Expanded polystyrene
273
The ____ conserves heat in cold climates and reduces the energy needed for air conditioning in warmer climates.
Expanded polystyrene
274
______: parts of a foundations settle at the same rate and misalignment between structural members is minor.
Uniform settlement.
275
_____ takes place when different parts of the foundations settle by different amounts.
Differential settlement.
276
____ can be the result of nonuniform soil conditions under the foundations, footings of different size, footings placed at different elevations, and/or unequal loads on footings.
differential settlement.
277
Situations may arise where it is necessary to strengthen and stabilize an existing foundations. This process is known as ____.
underpinning.
278
_____: general term used for lengths of timber, screw jacks, hydraulic and pneumatic jacks, and other devices that can be used as temporary support for formwork or structural components or used to hold sheeting against trench walls.
Shoring.
279
____ refers to temporary supports, while underpinning refers to permanent supports.
shoring.
280
Wood is stronger in a direction ___ to the grain.
parallel
281
Most structural lumber has a moisture content of ___ percent or less.
19
282
___ can be defined as lengths of squared wood (also known as dimensional wood) used for construction.
Lumber
283
___ is graded for both structural strength and appearance.
Lumber
284
____ have a nominal thickness of 2 inches or less.
Boards
285
_____ has a nominal thickness of 2-4 inches.
Dimension lumber
286
____ have nominal thickness of 5 inches or more.
Timbers
287
____ is available in lengths from 8-24 feet.
Dimensional lumber
288
Members for use as ___ can be supplied in lengths up to 24 feet.
rafters
289
The actual dimension of the wood is ____ than the nominal dimension
smaller
290
______ are produced by joining flat strips of wood with glue.
Laminated wood members
291
Beams produced using laminated wood members are known as _____.
glulam beams.
292
____ can be produced in depth ranging from 3 to 75 inches and lengths up to 100 feet.
Laminated members
293
____: Surface layer of attractive material laid over a base of common material.
Vaneer
294
____: Wood sheet product made from several thin veneer layers that are sliced from logs and glued together.
Plywood
295
_____ includes laminated veneer lumber, parallel strand lumber, and laminated strand lumber.
Structural composite lumber.
296
____ products include oriented strand board (OSB), particleboard, and waferboard.
Nonveneered
297
_____ uses long, strand like wood particles that are compressed and glued into three to five layers.
OSB
298
_____ is made form wood particles bonded with synthetic resins under heat and pressure.
Particleboard
299
____ is similar to particleboard but uses wafter-like pieces of wood that are larger than those used in particleboard.
Waferboard.
300
_____: produced with parallel external face veneers bonded to a core of reconstituted fibers.
Composite panels.
301
_____ are prefabricated from components such as dimension lumber, panels, adhesives, and metal fasteners and shipped to the construction site for erection.
Manufactured members.
302
____ trusses are made up of 2 inch nominal members that are all in the same plane.
light-frame
303
____ trusses are made up of members up to 8 to 10 inches.
Heavy timber
304
Ignition temperatures for wood are difficult to ____ because the ignition temperature of wood is effected by the density, size, moisture content, rate of heating, nature of the heating source, and air supply.
difficult to measure.
305
_____ is the thermal decomposition of wood and begins at a temperature somewhere below approximately 392 degrees F.
Pyrolysis.
306
The _____ of a fuel is the total amount of thermal energy that could be released if the fuel were completely burned.
heat of combustion.
307
The combustion of wood is a ______.
surface phenomenon
308
_______: The ratio of the surface area of the fuel to the mass of the fuel.
Surface to mass ratio.
309
The two main methods of fire-retardant treatment of wood are ____.
pressure impregnation and surface coating.
310
The ____ treatment of wood will reduce its strength.
Fire retardant
311
_______ is a wood like product produced from wood fiber and polyethylene or polyvinyl chloride (PVC).
Thermoplastic composite lumber
312
Thermoplastic composite lumber is a combustible product with a flame spread rating of ___.
80
313
Until the development of ____ approximately 200 years ago, the production of individual boards was a slow and laborious procedure.
water-powered sawmills
314
In _______, the columns are not less than 8x8 inches and the beams are not less than 6x10 inches.
heavy timber framing.
315
Because the are more massive and have lower surface area to mass ratio, _____ display greater structural endurance under fire conditions than members used in light-frame construction.
heavy timbers
316
Older timber construction made use of a type of joint known as ____ joint.
mortise and tenon
317
______ behave in the same manner under fire conditions as solid timbers.
Glulam beams
318
____: notch, hole, or space cut into a piece of timber to receive the projecting part of another piece of timber.
Mortise
319
______: projecting member in a piece of wood or other material for insertion into a mortise to make a joint.
Tenon
320
______ framing is a form of wood Fram construction in which the columns and the beams are of dimensions less than those used in heavy timber framing but greater than those used in light frame construction. (posts generally 4x4 or 6x6)
Post and beam
321
_____ framing makes use of 2 inch nominal lumber such as 2x4's or 2x8's.
Light wood
322
The walls of light wood framing are formed by vertical members known as studs that are 2x4's or 2x6's spaced ____.
12, 16, or 24 inches on center
323
In ____ construction, the exterior wall studs are continuous from the foundations to the roof.
balloon frame
324
The joists that support the second floor are supported by ribbon boards that are recessed into the vertical stud in _______ construction.
balloon frame
325
The vertical combustible spaces between the studs in _____ construction provide a channel for the rapid communication of fire from floor to floor.
balloon frame
326
______ has the advantage of minimizing the effects of lumber shrinkage that can occur over time as the lumber dries and loses its moisture content.
Balloon framing
327
Balloon framing has not been widely used since the _____.
1920's
328
In ______, the exterior wall vertical studs are not continous to the second floor. The first floor is constructed was a platform upon which the exterior vertical studs are erected.
platform framing.
329
____ can consist of various materials including 2 inch nominal lumber, gypsum board, cement fiber board, and batts or blankets of mineral wool, glass fiber, or other approved materials.
fire stopping
330
_____ is installed on the outside of the studs to provide structural stability, insulation, and an underlay for the siding.
Sheathing
331
A layer of ______ is provided between the sheathing and the siding to act as a vapor barrier.
building paper
332
The extent to which the presence of a foam insulation in a wood frame wall will increase fire spread within the wall depends on the existence of an _____.
Air space
333
_____ provides the exterior cladding of a wood frame building. Contributes to the appearance and provides weather protection.
Siding.
334
One frequently used rule is that in a brick bearing wall every ____ course of brick is a header course with the ends of the brick facing out.
6th
335
A ____ adds little to the structural support and must be tied to the wood frame wall at intervals of 16 inches.
brick veneer.
336
____ is one of the oldest and simplest building materials.
Masonry
337
_____: also known as concrete masonry units (CMU). The most commonly used block is the hollow concrete block.
Concrete block
338
____ units have no significant tensile strength.
Masonry
339
______ in their structural applications are used to support compressive loads.
Masonry
340
____ is available in five basic types with strengths varying from as low to 75 PSI to as high as 2500 PSI.
Mortar
341
Most ____ is produced from a mixture of Portland cement, hydrated lime, sand, and water.
Mortar
342
_____: wall that supports itself and the weight of the roof and/or other internal structural framing components such as the floor and beams above it.
Bearing wall.
343
Nonreinforced masonry walls are usually limited to a maximum height of around _____.
6 stories.
344
When a building is to be more than _____ stories tall, the use of a steel or concrete structural frame is usually more economical than erecting a non reinforced masonry bearing wall.
3 or 4
345
By using _____, it is possible to construct load bearing masonry walls to a height of ten stories or more having a wall thickness of only 12 inches.
reinforced masonry
346
_____: horizontal layer of individual masonry units.
Course
347
____: Single vertical row or multiple rows of masonry units in a wall, usually brick.
Wythe.
348
In an ordinary non reinforced wall, the strength and stability of the wall are derived from the weight of the masonry and horizontal bonding between adjacent ____.
Wythes.
349
When bricks are placed end-to-end, they create a _____.
stretcher course.
350
If bricks are placed vertically on end, a ____ is created.
soldier course
351
One means of providing a horizontal bond between the withers is to place a course of bricks across two wither with the ends of the bricks facing out. A course of bricks laid in this manner is known as a ____.
header course
352
An exterior brick wall often is constructed with a vertical cavity between the exterior wythe and the interior Wythes known as a _____.
cavity wall
353
______: support for masonry over an opening; usually made of steel angles or other rolled shapes singularly or in combination.
Lintel
354
A ____ is a beam over an opening in a masonry wall.
lintel
355
______ and, to a lesser extent arches, are the most common methods of supporting loads over openings in masonry walls.
Lintels
356
A ____ is an extension of masonry or steel wall that projects above the roof.
parapet.
357
_____ project from 1-3 feet or more above the roof, usually without lateral support.
Parapets
358
The traditional and most basic _____ consists of exterior load bearing masonry walls that support the interior wood floors and roof that consists of wood joists and rafters.
masonry structure
359
In many applications such as residential and small commercial buildings, wood joists or beams simply rest on the masonry wall in an indentation known as a _____.
beam pocket
360
The purpose of a ____ is to allow the beam to fall away freely from a wall in the case of structural collapse without active as a lever to push against the masonry.
fire cut
361
If a masonry wall begins to bulge or lean outward it will tend to ______ the interior framing.
pull away from
362
The situation of greatest concern for firefighters is where the ____ have been used to repair a wall rather than where they are part of the original construction.
tie rods
363
Masonry walls are frequently ____ due to forces exerted by collapsing interior components.
pushed out.
364
No ____ are allowed in a masonry heavy timber building.
concealed spaces
365
The development of _____ at the end of the 19t century permitted the construction of high-rise buildings in the 20th century.
steel structural framing
366
Strongest of the building materials
Steel
367
Non-rotting, resistant to aging, and dimensionally stable (building material)
steel
368
building material of consistent quality due to controlled industrial process used in its manufacture.
Steel
369
Building material that is relatively expensive but strength and variety of forms enable it to be used in smaller quantities than other materials.
steel
370
The lower carbon content of steel compared to that of cad iron results in a material that is ____ rather than brittle.
ductile
371
The ___ attribute of steel enables it to be rolled into a variety of shapes.
ductile
372
_____ has a tendency to rust when exposed to air and moisture.
steel
373
____ loses strength when exposed to the heat of a fire.
steel
374
To the fire service, the deterioration of the strength of ____ at elevated temperatures is its most significant characteristic.
steel
375
At a temperature of around _____, the yield point of the steel has dropped from 36,000 PSI to 18000 PSI.
1000 degrees F.
376
Because temperatures in excess of ____ are regularly encountered in fires, failure of unprotected steel to a greater or lesser degree can be anticipated.
1200 degrees F.
377
If an unrestrained steel beam 20ft long were heated from 70 degrees F to a uniform temperature of 1000 degrees F, it would expand ____.
1.4 inches
378
The amount of expansion for slender steel members, such as beams and columns, can be determined through a property known as the ____.
linear coefficient of thermal expansion.
379
Beams and columns in steel frame buildings are connected by one of two methods:
bolting or welding.
380
The connection of a beam to a column not only transfers the loads between members but also determines the ___ of the basic structure.
rigidity
381
______ steel frames can be classified as rigid, simple, or semi-rigid.
Beam and girder
382
When a framing system is classified as a ____, the connections between the beams and the columns are designed to resist the bending forces resulting from the supported loads and lateral forces.
rigid frame
383
In the case of a ____, the joints are designed primarily to support a vertical force.
simple frame
384
In a ____ frame, the connections are not completely rigid but possess enough rigidity to provide some diagonal support to the structure.
semi-rigid
385
____ provide a structural member that can carry loads across greater spans more economically than beams can.
steel trusses
386
_____: open web truss, constructed entirely of steel with steel bars used as the web members.
Bar joist.
387
When round bars are used for the diagonal members, the open web truss is known as a ____.
bar joist.
388
____ are heavy steel trusses used to take the place of steel beams as part of the primary structural frame.
Joist girders
389
____ are used to support roofs on buildings where large unobstructed floors are needed.
Steel arches.
390
_____ can be constructed to span distances in excess of 300 ft.
steel arches
391
_____ usually are used for spans from 40-200 ft and are fabricated by welding or bolting together steel shapes and plates.
steel rigid frames.
392
A ____ is constructed as a solid arch that may be built up from angles and webs with a cross section similar to that of a beam.
girder arch
393
_____ can provide large unobstructed areas similar to arches without the reduction in vertical clearance at the sides of a building that occurs with an arch.
Suspension roof systems
394
Because of their slenderness, the possibility of buckling is higher with ___ than with columns made of other materials.
steel columns
395
The ______ is a number that compares the unbraced length of a column to the shape and area of its cross section.
Slenderness ratio.
396
The ____ the numerical value of the slenderness ratio, the more likely it is that buckling will occur.
higher
397
The ___ the mass of a steel member, the less likely it is to fail in a fire.
greater
398
____: metal or wooden plates used to connect and strengthen the intersections of metal or wooden truss components roof or floor components into a load bearing unit.
Gusset plates
399
In gabled rigid frame structures, the ____ between the roof and the wall will be the strongest part of the frame and the last part to fail.
knee joints
400
In contemporary practice, the most commonly used insulating materials are _____.
gypsum, spray applied materials, and intumescent coatings.
401
____ can be used as an insulating material either in the form of flat boards or a plaster.
gypsum
402
____ consists of approximately 21 percent entrapped water.
gypsum.
403
______: containing or composed of cement. Has cemestlike characteristics.
cementitious
404
An ____ coating will char, foam, and expand when heated.
intumescent
405
When heated, the ____ coating material will expand to 15-30 times its original volume.
intumescent
406
A ____ consists of a ceiling material suspended from the supports for the floor or ceiling above.
membrane ceiling.
407
_____ is produced from Portland cement, coarse and fine aggregates, and water.
Concrete
408
_____: gravel, stone, sand, or other inert materials used in concrete.
aggregate
409
Hardening of concrete involved a chemical process known as ____.
hydration.
410
In ____, water combines with the particles of cement to form a microscopic gel.
hydration.
411
As the concrete hardens, it gives off heat, which is known as the ____.
heat of hydration.
412
Theoretically, properly cured concrete continues to harden indefinitely at a gradual rate; however, normal design strength is reach after ____ days.
28
413
____: ingredients or chemicals added to concrete mix to produce concrete with specific characteristics.
admixture
414
With _____ of concrete, steel bars are placed in the formwork and the wet concrete is placed in the formwork around the bars.
ordinary reinforcing.
415
The vertical reinforcing bars are known as ___ and are provided to resist the diagonal tension.
stirrups
416
The primary function of placing reinforcing steel in concrete is to resist ____.
tensile forces.
417
In ____ concrete, steel strands are stretched between anchors producing a tensile force in the steel. Concrete is then poured and allowed to harden. After it has hardened sufficiently, the steel strands are released.
pretensioned
418
In ____ concrete, the reinforcing steel is not tensioned until after the concrete is hardened.
posttensioned
419
Cutting through reinforcing steel with a saw or torch is particularly dangerous in _____ concrete because the steel is not bonded to the concrete.
posttensioned.
420
_____: A common type of concrete construction. Refers to concrete that is poured into forms as a liquid and assumes the shape of the form in the position and location it will be used.
cast-in-place concrete.
421
The ___ is used to check the moisture content of concrete by measuring the amount that a small, cone shaped sample of the concrete settles or slumps after it is removed from a standard sized test mold.
slump test.
422
The ____ concrete frame is a simple system that consists of a concrete slab supported by concrete columns.
flat-slab
423
A ____ consists of a concrete slab supported by concrete beams.
slab and beam.
424
____ derives its name from the waffle like pattern of the bottom of the concrete slab. This design provides a thicker slab while eliminated the weight of unnecessary concrete in the bottom half of the slab.
waffle construction
425
_____: method of building construction where the concrete building member is poured and set according to specification in a controlled environment and is then shipped to the construction site for use.
Precast Concrete
426
In ___ reinforced wall panels are cast at the job site in horizontal casting beds. After the concrete has cured, the wall panels are tilted up into the vertical position by a crane.
tilt-up construction
427
_____ concrete is not moved after it has hardened.
Cast-in-place
428
In a _____ concrete structure, the connections between the individual components are a critical aspect of structural engineering.
precast
429
A ____, also known as a bracket, is a ledge that projects from the column and supports the beam.
corbel
430
When precast beams are to be supported by columns, the beams may be supported by ____ cast in to the column.
corbels
431
_____ concrete systems may be somewhat more vulnerable to failure than ordinary reinforced concrete.
prestressed
432
A very common application of ____ concrete is in parking garages.
precast concrete
433
_____ concrete buildings have an advantage over precast buildings because of the continuity of the assembly provides an inherent restraint to movement of the intersecting members such as columns and beams.
Cast-in-place
434
____ of concrete is caused by the expansion of the excess moisture within the concrete when it is either heated or when it freezes.
spalling.
435
___ are usually not as strong as floors because they are typically designed to support lighter live loads.
roofs
436
From a firefighter standpoint, the roofs of buildings can be classified into three styles: ______
flat, pitched, and curved.
437
____ roofs are found on all types of buildings including large area warehouses, factories, shopping centers, schools and numerous other applications.
Flat roofs
438
____ are the easiest roofs on which firefighters can work.
flat roofs
439
___ roofs have inclined surfaces and may be categorized into low slope and medium/high slope.
Pitched
440
____ slope roofs have a slope of up to 3/12
low
441
_____ sloped roofs have slopes of 4/12 to 12/12.
medium-high
442
Several commonly encountered pitched roof styles include:
gable, hip, gambrel, mansard, butterfly, monitor, and sawtooth.
443
The simplest pitched roof is the ___ that slopes in only one direction.
shed roof
444
____: very common roof style that consists of two inclined surfaces that meet at their high side to form a ridge.
Gable roof
445
_____: Slopes in four directions and has a degree of slope similar to the gable roof.
hip roof
446
_____: slope in two directions but there will be a break in the slope on each side.
gambrel
447
______: has the break in the slope of the roof on all four sides. Can also be constructed with a flat deck.
A mansard roof
448
____: a roof style that slopes in two direction, basically two shed roofs that meet at their low eaves.
the butterfly roof.
449
A ______ roof is designed to provide light and ventilation.
monitor
450
______ were also once commonly used on industrial buildings for light and ventilation. Roof style characterized by a series of alternating vertical walls and sloping roofs that resembles the teeth of a saw.
sawtooth roof
451
____ roof surfaces take their form from the structural system used to support them. Most frequently supported by arches and bowstring trusses.
Curved.
452
The ____ arch is a special form of arched roof constructed from short pieces of wood known as lamellas.
lamella
453
_____ roofs have been used for occupancies such as gyms, exhibition halls, and auditoriums.
lamella.
454
A ____ is created using spherical triangulation
geodesic dome
455
A ___ is frequently provided in buildings with pitched roofs to increase the usable space in an attic by increasing the light and ventilation.
dormer
456
The simplest ___ roof system uses ordinary wood joists supported at either end by a load bearing wall.
flat
457
In type I construction, fireproofing can be omitted form roof supports when the roof is located more that___ above the floor in an assembly occupancy.
20ft
458
deflection and vibration are an indication of _____ roof construction.
lightweight
459
The design of the ____ roof creates a concealed space that may be several feet in height between the ceiling and the roof deck.
inverted roof
460
_____ are the inclined joists used to support some types of pitched roofs.
rafters.
461
___ are the standard supports used in shed, gable, hip, gambrel, and mansard style roofs, although trusses can be used for these roof types.
rafters
462
If the architect desire to leave the underside of the roof exposed without joists, a structural ridge beam must be used to support the ____.
rafters
463
____, which used a curved top chord, were once commonly used for roofs and many remain in use.
bowstring trusses.
464
____ use split ring connectors at all joints except the heel plates located at the end of the truss.
bowstring trusses
465
Failure of the ___ in arch supported roofs will permit the arches to spread outward and the roof will collapse.
tie rods
466
The ____ provides the water resistant barrier for the roof system.
roof covering.
467
The ____ is designed to reduce the diffusion of interior moisture into the insulation layer.
vapor barrier.
468
The ___ of a roof consists of waterproof material that keeps out rain and snow from the interior of the building.
membrane
469
_____ use several overlapping layers of roofing felt saturated with bituminous material that may be either tar or asphalt.
Built up membranes
470
The number of layers of roofing felt used varies, but ____ layers is a common design.
4
471
A ____ consists of a single membrane laid in sheets on the roof deck.
single-ply membrane
472
____ applied membranes are useful for buildings with curved roof surfaces such as domes that would be difficult to cover with other materials.
Fluid
473
The ___ permits the free movement of water to the roof drains.
drainage layer.
474
The ____ protects the roof from mechanical abrasion. Example includes tar and gravel roofs.
wear course.
475
Roof coverings used on ___ are generally one of two broad categories, shingle/tile or metal roofs.
pitched roofs
476
A major advantage of concrete tiles over wood tiles is their greater ____.
longevity
477
Wood shingles are installed in an overlapping manner so that only about ____ of the length of the shingle is actually exposed to weather.
1/3
478
______ shingles are fundamentally combustible.
Asphalt
479
____ roofing sheets are generally strong enough to be installed without decking.
Corrugated
480
One problem with metal roofing is the potential for ___ when dissimilar metals are in contact.
galvanic action.
481
____: a second roof constructed over an existing roof.
Rain roof
482
The fire hazards for roof coverings are evaluated by test procedures contained in NFPA ____ which tests several fire exposure conditions for fire originating outside the building.
256
483
The existence of two separate roofs can impede rapid and effective ____.
ventilation.
484
A ____ roof involves the use of a roof surface of a building for a rooftop garden.
green
485
It is not safe to break photovoltaic cells or skylights that are actually ____.
solar powered.
486
_____ is curved and will not support the weight of fire fighters. (roofs)
Air supported roofs.
487
____ are small structure erected on the main roof of a building.
penthouses
488
___ provide natural lighting to the interior of a building.
skylights
489
____ provide a rapid means of ventilating heat and smoke but they usually do not have provision for automatic venting.
Skylights.
490
From a fire protection standpoint, a high rise building is any building that is _____.
beyond the effective reach of fire equipment located at the street level.
491
Modern building codes define a high-rise building as a building more than ___ ft in height.
75ft
492
As building heigh increases, occupant safety and fire fighting become increasingly dependent on the features of the _____.
building itself.
493
Building constructed 75 or 80 years ago did not have the ____ systems routinely provided today.
HVAC
494
The first model building codes for high-rise buildings were introduced in the 1920's and 30's and required ____.
stair and elevators to be enclosed.
495
The ____ fire remains the most deadly fire in US history.
Winecoff Hotel
496
Automatic sprinklers and communications systems were not commonly provided until ____.
the last quarter of the 20th century.
497
On modern high-rise buildings, ___ may be accomplished through the fire departments control of the HVAC system.
ventilation.
498
Often a high-rise building will be constructed of a combination of ____.
reinforced concrete and protected steel frame.
499
Typically, model building codes require 2 or 3 hour fire resistance of the ____ of a high rise building depending on the number of stories and occupancy, and 2 hour fire resistance for ____.
structural frame; floor construction
500
Significant ____ in high-rise buildings is extremely rare.
structural failure
501
Since the ____, building codes have routinely required that high-rise buildings be equipped with automatic sprinkler systems as well as standpipe systems.
mid 1970's
502
In _____, a secondary on-site water supply is required, usually in the form of a storage tank. (high rise)
seismic zones
503
The ____ in a high-rise building will be provided with individual floor control valves.
sprinkler system
504
In buildings up to _____, it might be possible to advance hoselines manually up stairwells.
9-10 stories
505
One unavoidable problem with ____ is the variation of pressure with building height.
standpipes.
506
NFPA 14 requires pressure regulating devices to be installed at hose connections when the static pressure at a 1 1/2 inch hose connection exceeds ___ or when the static pressure exceeds ___ at larger outlets.
100 PSI; 175 PSI
507
The voice evacuation systems in high rises are often ____.
zoned by floor
508
Another unique fire alarm feature in high rises is the requirement for a two way ____.
fire department communication system.
509
Prior to the 1970's, few, if any, high rise buildings had any provision for ____.
mechanical smoke control.
510
Model building codes currently do not require special mechanical smoke removal provision for the ____.
floor of origin.
511
All model building codes require smoke proof exit enclosures in all stairs serving floors ___ or higher.
75ft
512
Entrance into stairways in high-rises must be made through an ____ or _____.
open balcony or pressurized vestibule.
513
Typically, ____ is located on the first floor or level of. fire department access in a high-rise.
a fire command center
514
The fire command center is often an enclosed room separated from the remainder of the building by ____ fire rated construction is required.
1 hour
515
Many high-rise buildings, especially office buildings and hotels, are designed with a ____ floor plan.
central core
516
In a ___ configuration such building services as elevators, stairwells, and service shafts are grouped in the center of the floor.
central core
517
___ systems in high-rise buildings are designed to provide for the management of products of combustion.
HVAC
518
The elevator code requires a ____ when the elevator hoist way or elevator room is protected by automatic sprinklers.
shunt trip
519
The ____ will shut down power to the elevator before a sprinkler discharges water on the elevator equipment.
Shunt Trip
520
____: Emergency operating mode for elevators. Recalls the car to a certain floor and opens the doors.
Phase I operation
521
Codes contain mandatory provisions for the recall of all passenger elevators with vertical travel greater than ___ in the event of fire.
25ft
522
____ operation is designed to prevent the deaths of civilians who may find themselves in an elevator that is called to the fire floor.
Phase I
523
_____: emergency elevator operating mode that allows emergency use of the elevator with certain safeguards and special functions.
Phase II operation
524
____ operation is designed to permit firefighters to use the elevators after they arrive on scene by overriding the recall feature.
Phase II.
525
The ____, which prevents the doors from closing if there is a person or smoke in the doorway is disables during Phase II operations.
electric eye safety
526
The _____ that was inoperable in Phase I should be operable during phase II.
emergency stop button
527
Because the car controls are operable only from within a car, it is important that ____.
a firefighter remain in the car.
528
The classification as an ______ usually applies to belowgrade buildings or portions of buildings that are deeper than some ordinary basements.
underground building
529
An ____ is defined by some codes as one in which the lowest level used for human occupancy is 30ft below the main exit that serves that level.
underground building
530
___ locations have the advantage of security, relatively constant temperatures, and smaller visual impact.
Underground
531
The difficulty in ____ is probably the greatest single challenge in controlling fires in underground buildings.
venting heat and smoke.
532
_______ from underground locations is more difficult than in high-rise buildings because of the greater physical exertion required for occupants going up stairs and the greater potential for a stairwell being filled with smoke from the fire below.
Evacuation of occupants
533
____ are now required for buildings with levels more than 30ft below the level of the exit discharge.
Smokeproof enclosures.
534
One typical requirement is that the underground portion of the building be of ____ construction.
fire resistive
535
Codes require ____ for underground buildings even if a portion of the building extends above ground and the aboveground portion does not require it.
automatic sprinkler protection
536
Because of difficulty to quickly and efficient ventilate windowless buildings, codes generally require that these buildings be ____.
fully protected with automatic sprinklers
537
A ____ structure is a building having its exterior skin consist of a thin waterproof fabric.
membrane
538
The major advantage of ___ structures is that they can be used to provide a large, unobstructed interior space.
membrane.
539
In an ______, the structure is held up by an air machine that keeps a constant supply of air in the structure.
air supported structure
540
The pressure required to keep an air-supported structure inflated is a fraction of the atmospheric pressure on the order of ____.
0.35 PSI
541
In air supported structure, because the interior pressure is greater than the exterior pressure, ___ are frequently used to anchor the roof to the ground or substructure.
cables
542
For an air-supported structure, when exterior winds increase, the ____.
interior pressure is increased.
543
A ____ uses a system of masts and cables to provide the support for the membrane covering.
membrane covered cable structure
544
_____ are more commonly used than air inflated or air supported structures.
Membrane covered cable structures
545
Technically, the ____ is defined as the mall.
covered pedestrian way
546
The ____ can be described as comparable to the business district of a medium sized city under one roof.
shopping mall
547
Building codes require that the mall be a minimum of ___ in width.
20ft
548
In recent years, major developers of covered malls have preferred _____ protection.
unprotected noncombustible
549
Current codes require malls to be ____.
fully sprinklered
550
Current codes have eliminated the requirement of a ____ in one story malls.
smoke control system
551
In detention and correctional facilities where evacuation is a lot resort, it is necessary to apply the concept of ___ similar to the approach used for hospitals.
defend-in-place
552
Correctional facilities make use of ___ sprinklers because of the possibility of inmates committing suicide by hanging themselves from sprinklers.
break away
553
Another key element of the _____ concept is the creation of one or more compartments on each floor, separated by a fire rated smoke barrier.
defend-in-place
554
An ___ is a large vertical opening extending through two or more floors of a building that is not used for building services such as enclosed stairs, elevators, or building utilities.
atrium
555
A ____ is required to vent the products of combustion to the outside whether floors are enclosed or not.
smoke control system
556
Current codes base the exhaust capacity to maintain the smoke layer at a specified height above the ______.
highest walking level serving the exit system.
557
When sprinklers are installed at an atrium ceiling ____ or more feet above the floor, they will be less effective because of the longer time it takes for them to operate.
50ft
558
An ____ can be defined as an event that produces a rapid release of energy.
explosion
559
The damage an ___ may inflict on the structure depends on the maximum pressure developed, the rate of pressure rise, the duration of the peak pressure, and the resistance of the confining structure.
explosion
560
In ____, the building enclosure is constructed with adequate reinforcement to contain the pressure resulting from an explosion without failure.
containment
561
Explosion ___ is designed to quickly relieve the pressure produced by a explosion before it causes excessive damage.
venting
562
_____ may include louvered openings, hangar type doors, wall panels, windows, or roof vents.
Explosion vents
563
Ideally, explosion vent panels should not weigh more than ___ per square foot.
3 pounds
564
____ does not provide for the protection of personnel within a building. The pressure wave developed within the space may be great enough to cause death or injury.
explosion venting
565
As a result of the adoption of the _____ or 1990, there has been a significant effort to provide buildings that are readily accessible and usable for individuals with disabilities.
ADA (Americans with Disabilities act)
566
Generally, the area of refuge is designed to accommodate ____ wheelchairs depending on the occupant load served.
one or two
567
____ are often used for areas of refuge to utilize an elevator as an accessible means of egress.
Elevator lobbies
568
_____ must be provided with some type of two way communication system connected to a constantly attended location.
Areas of refuge
569
_____ in warehouses can obstruct the penetration of water from overhead sprinklers and also create flue spaces that permit vertical communication of fire.
Rack storage
570
Newer sprinkler technology has led to the development of control mode and suppression mode sprinklers used to control or suppress fires in ___.
rack storage.
571
Fire codes have requirements for providing adequate access road, either temporary or permanent, before _____.
construction begins
572
Reaching the construction site can involve ____ from existing hydrants located on adjacent streets.
long hose lays
573
In ____, it can be for more difficult and dangerous to go up to the upper floors for fire suppression.
uncompleted structures
574
Newer building codes require that a minimum of one ____ be provided when building construction reaches a height above 4 stories or 50ft.
lighted stairwell
575
_____ may be provided by several means including natural gas, kerosene, and propane.
temporary heat
576
Fire prevention codes usually require that a ____ be provided during and after welding or cutting with torches.
fire watch
577
Although a building may be designed as a fire-resistive building, it does not necessarily have the ______ of a fire resistive building while under construction.
structural integrity.
578
If the _____ is destroyed, freshly placed concrete will collapse to the floors below making it imperative that firefighters not be position under during concrete formwork.
formwork.
579
On large, long duration construction projects, some level of temporary _____ must be provided.
fire protection
580
The installation of interim fire protection is especially critical on ____ projects.
high-rise
581
The most common temporary fire protection measure is the installation of _____.
standpipes without outlets.
582
Building and fire codes typically require that standpipes be extended before the construction reaches ____ above the lowest level of fire department access.
40 ft
583
In some respects, the remodeling of a building can be more hazardous than new construction operations because it often takes place while the building continues to be ____.
occupied
584
In newer buildings with sprinkler systems, building and fire codes require valves controlling the water supply for sprinkler systems with more than ____ sprinklers to be monitored at a constantly attended location.
20
585
____ tactics from a safe distance are the best course of action for fighting fire in building actively being demolished.
exterior fire fighting
586
Ironically, _____ frequently become victims of their own activities and need to be rescued from a building.
scavengers pilfering materials
587
The causes of ____ building collapse can be put into two broad categories, nature caused and human caused.
non-fire
588
_____ construction is highly susceptible to seismic events.
unreinforced masonry
589
Buildings constructed prior to the ____ are generally more at risk than newer building when it comes to structural collapse from seismic events.
1930's
590
Even with severely collapsed buildings, ____ may cause rubble to shift and threaten firefighters engaged in search and rescue operations.
aftershocks
591
____ are defined as the movement of rock, earth, or debris down a slope.
Landslides
592
____ has increased the potential for landslides because there are more cuts into hillsides to accommodate building development.
Urban development
593
Examples of early warning signs for ____ include damage to underground utilities, cracking in roads, and minor slides in the area.
landslides
594
_____: sinking or settling of land due to various natural d human caused factors such as removal of underground water or oil.
Subsidence
595
_____: a natural depression in a land surface formed by the collapse of a cavern roof.
sinkhole
596
____ is usually gradual and more or less uniform when the cause is the removal of an underground liquid.
Subsidence
597
Like landslides, ___ are sudden events and represent an extreme form of subsidence.
sinkholes
598
One resource available to fire departments to assist them in monitoring weather conditions is by contacting the ______.
national Oceanographic and Atmospheric Administration.
599
_____ can occur due to the force associated with accumulated snow, water, or a combination of both.
Building collapse
600
___ can be described as water flowing were is is not normally expected.
floods
601
US mode building codes base their requirements for flood loads on maps of flood hazard areas prepared by ____.
FEMA (federal emergency management agency)
602
Collapse can result when ____ on the structural members exceed final design loads due to careless stockpiling of heaving building materials on upper floors.
Temporary loads.
603
Another cause of collapse is improper _____ of the construction process.
sequencing.
604
Until the final members of the structural frame are in place, the frame is vulnerable to ______.
vertical (gravity) and horizontal loads.
605
With ____ demolition, an unexpected collapse will likely involve rescue because it is likely to occur when the building is occupied by workers involved in the actual demolition.
piecemeal
