Building Construction Flashcards
Factors that influence fire behavior include:
_____ classifications
____ classifications
Fire or fuel _____
Fire______
Building
Occupancy
Load
Resistance
_______ initially classify structures by the materials used in their construction.
Building codes
Type I-
Type II-
Type III-
Type IV-
Type V-
Fire resistive
Non combustible or protected non combustible
Exterior protected (masonry)
Heavy timber
Wood frame
With the exception of type ___, the major classifications are further divided into ___ or ___ subclassifications.
Type IV heavy timber
Two or three
NFPA ___ details the requirements for each of the classifications and subclassifications. In NFPA ——each classification is designated by a three digit number code. For example, type I construction can be either ____ or ____.
NFPA 220 x2
4-4-3 or 3-3-2
NFPA 220
First digit-
Second digit-
Third digit-
Fire resistance rating of exterior bearing walls
Fire resistance rating of structural frames or columns and girders that support loads of more than one floor.
Fire resistance rating of the floor construction
The IBC uses construction classifications similar to NFPA 220, although the requirements for ____ differ.
Individual structural components
Type I
Variation of fire resistance by application include:
Bearing walls, columns, and beams-
Floor-
Roof deck and construction supporting the roof-
Interior partitions enclosing stairwells and corridors-
Partitions separating occupancies or tenants-
2-4 hours as specified by local code and construction classification
2 or 3 hours
One-2 hours
As specified by local code, usually 1 or 2 hours
As specified by local code
Type I buildings are most commonly constructed using a ____ or ____.
Protected steel frame or reinforced concrete
Unprotected steel has no _____.
Fire resistance
_____ can fail under an explosion or intense fire of long duration
Reinforced concrete
Type I
A code may also allow the use of _____ treated wood in roofs or interior partitions.
Fire retardant
Type II
In addition to steel and concrete block, __ and ___ can be used with a limited structural role.
Glass and aluminum
Some building codes contain a provision to omit the fire-resistive rating for a roof construction for some occupancy types when the roof is located _____ feet above the floor.
MORE THAN 20
Type IIA (protected) requires that structural components have ___ hour fire resistance. Protected non combustible construction is similar to Type I but with a ________ for fire resistance
One hour
Lower requirement for
Type II
The speed at which unprotected members will fail depends on the following factors:3
Ceiling height of the building
Size of the unprotected steel members intensity and duration of the exposing fire
___________construction has been commonly referred to as “ordinary construction”. _______construction is frequently constructed with exterior walls of _______, but from a technical standpoint, any non-combustible material with the required fire resistance can be used for the exterior walls. Interior structural components that are permitted to be partially or wholly combustible include:
Type III x2
Masonry
Walls
Columns
Beams
Floors
Roofs
_____ construction is classified by the presence of non-combustible structural components that have fire resistance ratings within a specified range.
Type I
Type I
Combustible materials typically are permitted for such uses as the following:
roof coverings
interior floor finishes
interior wall finishes and trims
doors and door frames
window sashes and frames
platforms
nailing and furring strips
light transmitting plastics
Foam plastics subject to restrictions
Type III construction has ___ subclassifications allowing the interior structural components to be ___ or _____.
Two
Protected or unprotected
When the structural components of type 3 construction are required to have a fire rating (such as for IBC type___ and NFPA type____ construction), they can be protected by several means, including ____ in older buildings and ____ in newer buildings. In NFPA type ____ and ibc type ___, _____ steel is sometimes used to support combustible members. Type 3 construction commonly uses nominal ___x___ joists for floor construction.
IBC typeIIIA and NFPA type III 2-1-1
Plaster
Gypsum board
NFPA type III 2-0-0 and IBC type IIIB, unprotected steel
2 inch by 10 inch
Type IV construction is the only construction type that does not include A and B subdivisions. Instead the designation ____ is used.
2HH
Type IV construction requires minimum nominal dimensions of ____ x___ for floor construction
6 inch x 10 inch
Many type V structures are required to have a ___hour fire resistance for structural components
1 hour
In modern practice, wood-frame buildings are most often constructed using a method known as____ frame construction. This technique was introduced to the United States in the ______. — is considered “the common currency of small residential and commercial buildings in North America today.”
Light-frame construction
1830s
Light-frame construction
____ occurs where a new structure is built onto an existing structure of a different construction type.
Mixed construction
Building construction and ______ classifications are used together in building codes to establish limitations on the permissible ____and ______ areas of buildings. These classifications reflect the _______ issues Inherent to specific types of occupancies.
Occupancy
Heights and open
Life safety
A 15 story apartment building will be required to be of Type____ construction in the ____(NFPA___). However, an 11-story or lower apartment building can be of Type ___ construction (NFPA __).
Type IA IBC(NFPA 4-4-2)
Type IB (NFPA 3-3-2)
The IBC contains __ major occupancy classifications:
___Group A
___Group B
______Group E
______Group F
_____Group H
___Group I
____ Group M
____Group R
_____ Group S
______ Group U
Ten
Assembly group A
Business group B
Education Group E
Factories group F
High hazard group H
Institutional group I
mercantile group M
residential group R
storage group S
utility and miscellaneous group U
The IBC contains a total of __ subgroups within the 10 major occupancy classifications.
26
The IBC also separately addresses one and two family dwellings _____ stories high. Although these buildings are classified as R in the IBC, they are governed by a separate code, the __________.
NOT MORE THAN 3 stories high
International residential code
In contrast to the IBC, NFPA ___, and NFPA___, identify ___ major occupancy classifications:
NFPA 5000
NFPA 101
12
Assembly
Educational
Day care
Health care
Ambulatory health care
Detention and correctional
Residential
Residential board and care
Mercantile
Business
Industrial
Storage
An infant care center and a restaurant located in the same building can be required to be separated by a ____ separation. The specific requirements for occupancy separation will depend on the ____. Required separations can range from ___to___ and not all occupancies require a separation.
2-hour fire-resistive separation
Local building code
2 to 4 hours
______, the totals quantity of combustible material in a compartment, is a critical factor when determining the fire safety requirements of a space.
Fuel load
The fuel load contributes to the calculation of the ____, the maximum amount of heat that can be released if all fuel is consumed.
Fire load
The fire load will vary depending on the ____ of the fuel load.
Heat of combustion
The fire load is a product of the ____ of the combustibles multiplied by their ______, expressed in __________.
Weight of the combustibles multiplied by their heat of combustion, expressed in pounds per square foot
Building codes contain explicit criteria for determining what constitutes a combustible material. The ____ defines a non combustible material as being “in the form in which used and under the conditions anticipated, will not ignite, burn, support combustion, or release flammable vapors, when subjected to fire or heat. “ the most commonly used test for determining combustibility is _______.
International building code
ASTM E 136, standard test method for behavior of materials in a vertical tube furnace at 750C
The severity of a fire is a factor of the ____ plus the ______. The faster the available fuel burns, the greater will be the _______.
Fire load plus the rate at which the fuel burns
Heat release rate (HRR)
______ indicates the ability of a structural assembly to maintain its load bearing capacity and structural integrity under fire conditions.
Fire resistance
_____ is the most common method used to determine fire resistance. Results from ——— are also incorporated into building codes. The standard test is _____ also known as NFPA __________.
Laboratory testing
ASTM E119 also known as NFPA 251 standard method of tests of fire endurance of building construction and materials
The failure criteria are specific to the specimen being tested. The primary points of failure for the test are:
Failure to support an applied load
Temperature increase on the unexposed side of wall, floor, and roof assemblies of _______ above ambient temperatures.
Passage of heat or flame through the assembly sufficient to _____.
Excess temperature on steel members
250F (121C) above ambient temperatures
Sufficient to ignite cotton waste
Fire resistance ratings for test specimens are expressed in standard intervals such as :
15 minutes, 30 min, 45 min, 1 hour, 1-1/2 hours, 2 hrs, 3 hrs, 4 hrs
A more severe test fire may be used for applications including evaluating the structural members used in ______. That test is described in _________.
Petroleum refineries
ASTM standard 1529
The ____ test is the only standardized test method currently universally accepted by building codes. The standard test evaluates the ability of structural assemblies to carry a ____ and act as a _____.
E-119
Structural load and act as a fire barrier
Joint systems for floor to wall and wall to wall connections are tested in accordance with ______.
UL Standard 2079
Some of the organizations that perform fire resistance testing include:
UL
UL Canada
Building research division of the national research council of canada
Southwest research institute
Intertek testing
University of California Berkeley, forest products lab
Armstrong cork company
National gypsum company
Probably the best known of the laboratories is ____.
(____), _____ publishes a fire resistance directory, which lists assemblies that have been tested and their fire resistance ratings.
Underwriters Laboratories
UL annually publishes
The NFPA ____ standard time-temperature test is the most commonly used method of satisfying building code requirements for structural fire resistance.
251
In _____, the American society of civil engineers(ASCE) and the society of fire protection engineers (SFPE) jointly developed a standard for the calculation of fire resistance of structural elements. That standard known as the ___,provides the methods for calculating fire resistance ratings that are equivalent to the results obtained from the standard fire test. These calculations are limited to the use with the following materials:(5)
1997
ASCE/SFPE 29
Structural steel
Plain and reinforced concrete
Timber and wood
Concrete masonry
Clay masonry
Structural steel designated ___ or ___ is the most prevalent steel used in compiling the test data. If high strength steel such as ___ were to be used, the calculated results may be inaccurate.
A7 or A36
A242
Accommodating the _____and _____ of the forces to which the structure will be subjected is the most critical aspect of engineering design.
Type and magnitude
To calculate the structural supports needed to allow a building to withstand common forces, ____ are categorized and calculated. The direction of forces from loads acting on the interior of structural members is expressed as _____.
Loads
Stress
The forces within a structural support system that resist applied loads are referred to as ____.
Reactions R
One common type of reaction is a ____ within a horizontal structural component that is loaded vertically. When the vertical load exceeds the strength of the component, the component will bend and possibly fail.
Bending moment
The force of _____ is the most common load imposed on a structure via the weight of the structures components, content, and any occupancy activity.
Gravity
________ within the material are classified according to the direction of the force.
Stresses
______- pulls the material apart; referred to as ___ stress
Tension
Tensile
____-squeezes the material;referred to as compressive stress
Compression
Compressive stress
_____ slides one plane of a material past an adjacent plane.
Shear
Loads create ___ stresses in the bottom of a beam and ___ stresses in the top of a beam. ___ stress is also created across the vertical cross section of the beam.
Tension stresses
Compressive stresses
Shear stress
-
-
Axial load
Eccentric load
Torsional load
The total stresses within structural members must be lower than the _____ of the material for the structure to remain intact. A ratio of the ———- of the material to the maximum supportable design stress is added to the minimum required strength as a __________.
Failure point
Factor of safety
A ____ load is fixed in location and is quantifiable.
Dead load
A ____ load is not fixed or permanent.
Live load
____ loads are steady or are applied gradually.
Static loads
_______loads involve motion and are capable of delivering energy greatly in excess of the weight of the object involved.
Dynamic loads
For a dynamic load to stop moving, the surface it impacts must absorb the _______. Whether the surface can withstand the dynamic load depends on the ____ and _______properties of the material used to support the surface.
Kinetic energy
Design strength and energy absorbing
________produce highly localized forces and non-uniform loads in the supporting structural members. Structural supports must be designed to accommodate the _______ loads.
Concentrated loads
Anticipated
Rain and snow are ____ loads.
Live
Water from firefighting operations can add an additional live load to a building. This load maybe _____as fire flow, or ____ as accumulated water. For example, the —— load of a stream discharging _____gallons per minute may impact is target with _____ pounds of water per minute.In some cases, ________ operations will be necessary because water at a depth of __inches adds a static load of __ pounds per square foot.
Dynamic
Static
250 gpm
2080 pounds
Dewatering
3 inches
21 pounds per sqft
_______-straight line winds apply force to a surface.
_______-wind flowing around the object may catch along a buildings surface.
_______- wind may produce a suction effect on the downwind side of the building resulting in outward pressure.
_____-wind may cause the building to Sway👮🏾♂️ in a back-and-forth motion.
______-wind passing over a surface, such as a roof, may shake the surface
________-wind may dislodge or move objects from the buildings service.
Direct pressure
Drag
Negative pressure
Rocking
Vibration
Clean-off
In designing buildings to withstand wind forces, ____ is used as the primary consideration.
Direct pressure
Buildings located in a region susceptible to hurricanes must include sufficient ____ and ____ for the anticipated conditions.
Supports and braces
_____ forces apply the most complicated load that must be accommodated by structural design.
Seismic forces
____ year period- the typical expected “life span” of a building
50 year period
The overall effect of the seismic load against a structure depends on the _____ of the ground beneath the building more than the total movement. Seismic loads may be far more complex than wind loads because the movement of the ground beneath a building can be ____.
Acceleration
Three-dimensional
_______ loads that create horizontal motion are the most significant force generated by an earthquake.
Lateral loads
____ systems- ______ bearings placed in a layer between the building and the foundation.
Shear systems
Elastomeric bearings
_____ is a strategy used to harden a structure against expected loads.
Structural stiffening
A ___ is a structural member that carries loads perpendicular to its longitudinal dimension.
Beam
Materials used in beams can include:(3)
Steel
Wood
Reinforced concrete
_____beam-supported beneath both ends and free to rotate. A wood joist resting on a masonry wall is an example of a ———.
Simply supported beam
_____beams-rigidly supported at each end.
Restrained beams
____ beams-supported at one end; must be able to support a vertical load in addition to resisting bending stresses. Often support balconies
Cantilever beams
_____ beams- similar to cantilever beams but with additional support.
Overhanging beams
_____ beams- may span several vertical supports.
Continuous beams
The ____ flange of the beam carries compressive stresses and the ____ flange of the beam carries tensile stresses. The center horizontal line of the web is known as the _____ because the tension and compression stresses are zero, but the ———- is the maximum point of shear stress.
Top
Bottom
Neutral axis
The _______ of the beam carry(s) most of the load resisting the bending stress.
Top and bottom flanges
The stresses are a function of the ___ area of the flanges and the ___ dimension of the beam. ___ beams are capable of supporting greater loads than __ beams, even if they have the same ——- area
Cross-sectional area
Vertical dimension
Tall
Short
Columns are structural members designed to support a _____ load. The stresses created within a column are primarily _____.
Axial LOAD
Compressive STRESSES
Materials used in columns can include:(5)
Wood
Steel
Cast iron
Concrete
Masonry
Tall, thin columns fail by _____
Short, squat columns fail by ____
Buckling
Crushing
____ is a curved structural member with primarily compressive interior stresses. —— produce ______ forces at their end supports, which the supports must resist.
Arch
Inclined forces
_____ are used to carry loads across a distance.
Arches
Materials used in arches can include:(4)
Masonry
Steel
Concrete
Laminated wood
If the supports at the end of arches shift because of settling soil or thermal expansion, ____ stresses may develop in the arch. To provide for minor adjustments, arches are sometimes designed with ____. If the end supports cannot maintain the arch, _____ can be used to prevent the arch from spreading.
Bending stresses
Hinges
Horizontal tie rods
Although _____ are essentially straight, a —— used to support loads over a distance will assume a curved shape.
Cables
The stresses in a cable are ___ stresses. Cables are usually made of ___ strands, although ___ may be used where weight is a critical factor.
Tension stresses
Steel strands
Aluminum
______ are framed structural units made up of a group of triangles in one plane. A ____ is made only of straight members.
Trusses
True truss
The top and bottom members of a truss are called _____. The middle section of a truss is called the ____ or ____.
Chords
Web or diagonals
Typical truss shapes span distances of ____ to ____ feet, but truss spans in modern construction may exceed ______ feet.
22 to 70 feet
MAY EXCEED 100 feet
Some types of roof trusses, such as the ____ truss, have a curved top chord. These curved members are unavoidably subjected to _____ stresses.
Bowstring truss
Bending stresses
Lightweight wood or metal trusses, known as _____, have become common in floor construction, taking the place of solid joists.
Truss joists
Lightweight steel trusses, known as _____, are also used for floor and roof construction in fire-resistive and non-combustible construction.
Bar joists
When loads are applied only at the point of intersection of the truss members, only ____ or ______ stresses will affect the members of the truss. In addition, loads applied to the truss between the intersection points of the members will also create _______ stresses.
Compressive or tensile stresses
Bending stresses
_____ are three-dimensional truss structures. —— are well-suited to support _______ loads.
Space frames
Uniformly distributed
______ walls are commonly placed at the exterior of a structure, but they may also include internal walls.
Load bearing walls
Load bearing walls carry ____ loads and provide ___ support to the structure along the length of the wall.
Compressive LOADS
Lateral SUPPORT
Common materials in bearing walls include:(5)
Concrete blocks
Brick
Stone
Solid wood
Concrete panels
_______structures use walls to support spanning elements including:(3)
Bearing wall structures
Beams
Trusses
Precast concrete slabs
A ____ structure uses structural supports in a manner similar to the way the skeleton supports the human body. The walls may also provide lateral stiffness but provide ___ structural support.
Frame structure
No structural support
In the fire service, the term ____ construction often refers to a wood-frame building, but ___ structural systems are also built using other materials.
Frame construction
Frame structural systems
Components of a frame may be constructed using a series of _____.
Trusses
______ construction includes frames built from relatively closely spaced vertical steel studs connected by top and bottom horizontal members. Studs are placed ___ to ___ inches apart.
Steel stud wall construction
12 to 16 inches apart
A steel stud wall is frequently provided with ____ for stability.
Diagonal bracing
____ construction framing uses a series of vertical elements to support horizontal elements that carry ____ loads.
Post and beam construction
Transverse
Materials that can be used in post and beam construction include _____ for the posts and ___ and ____ for the posts and beams.
Masonry for the posts and steel and precast concrete for the posts and beams
The distinctive characteristic of post and beam framing is the _____ of the vertical posts and the ____ dimension of the members. Posts may be ___x____ inches when supporting roofs only.
Spacing
Cross-sectional dimension
6 x 8 inches
A ____ structural system is characterized by columns and beams reinforced to transmit the bending stress through the joints.
Rigid frame structural system
Rigid frame buildings are often ____ in height with a ___ roof. Materials used in rigid frames include:(3)
Single story
Gabled roof
Steel
Laminated wood
Reinforced concrete
Rigid frames
The peak of the roof is usually provided with a _____ connection to allow for ____ movement between the two halves of the frame. The ___ will be the last portion of the assembly to fail under fire conditions.
Hinged connection
Slight movement
Joints
Because of the high stress load at the connection, the intersection between the slab and the column is usually reinforced by additional material in the form of a ____ or a _____.
Capital or a drop panel
_______ consist primarily of an enclosing, waterproof surface; the stresses resulting from the applied loads occur within the bearing wall structures.
Surface systems
_____ are similar to fabric tents, but differ in that they are intended to be permanent structures.
Membrane structures
Building codes typically address membrane structures with a life of ____ , while fire codes address those used for _____. Recent designs use ___ coated glass fiber for the fabric. In early permanent membrane structures, _____ -coated ____ fabric was used.
180 days OR MORE
LESS THAN 180 days
Polytetrafluoroethylene (PTFE) coated glass fiber
Polyvinyl-coated polyester fabric
Membrane structures
Fabric cannot resist ___ forces; therefore, frameworks must support the fabrics. Types of frames include:(3)
Compressive FORCES
Cables and masts
Tubular
Solid
Membrane structures posses several design advantages over traditional construction, including:
Fabrics weigh less than other roof systems: about __ pounds per square foot.
2 pounds per square foot
Membrane structures
In the US and Canada, frames are usually ____ and sometimes ____. Other materials used in the frames of membrane structures include:(3)
Steel
Aluminum
Wood
Concrete
Steel
____ structures are rigid, three dimensional structures having thin components, as compared to other structural material dimensions.
Shell structures
Shell structures are most commonly constructed of ____, although it is possible to construct them using ____ or ____. Shell structures lend themselves to _______shapes.
Concrete
Plywood or fiberglass
Regular geometric
The ____ is responsible to ensure that the necessary building systems initially provide the intended level of fire and life safety. Subsequently, the ______must maintain these systems over time.
Building design team
Building owner/or management
Stairs that are NOT part of the means of egress are often referred to as ________. Typically, these stairs are open and connect only_____levels per code limitations. Buildings that are ______stories in height may be required to include one stairway that extends to the roof for access to mechanical equipment, and is identified by signage in the stairway.
Convenience stairs
Two
Four OR MORE STORIES
All stair types have basic components in common. The step itself consists of the ___ and ___, commonly referred to as the ___and___.
Tread and riser
Run and rise
___stairs extend in one direction for their entire length. ___ may be used between sections of vertical travel.
Straight-run stairs
Landings
_____ stairs have an intermediate landing between floors and reverse direction at that point.
Return stairs
___stairs are two separate sets of stairs constructed in a common shaft. ——-stairs often use a pair of ____stairs for assembly occupancies that have large floor to ceiling heights.
Scissor stairs
Return stairs
____stairs are often found as grand stairs or convenience stairs serving only ___ levels. The minimum width of the run is usually ____. A special requirement for —-stairs is that the small radius of the full circle is _______ the widest part of the stair tread.
Circular stairs
Two levels
10 inches
GREATER THAN OR EQUAL TO twice
____stairs consist of a series of steps spiraling around a single column to fit in a very small space.
Spiral stairs
___stairs are actually ladders used to provide access to an attic space that does not have a permanent access stair.
Folding stairs
___stairs as a component of the required means of egress, must meet strict requirements to ensure safe passage during building evacuation.
Exit stairs
___stairs must resist the effects of the products of combustion.
Protected
____stairs are naturally ventilated on one or more sides.
Exterior stairs
_____ include open metal stairs and landings attached to the outside of a building. —— have not been permitted in new construction for many ___ though many still exist.
Fire escapes
Many decades
Building codes have traditionally required a minimum of one _____ for stairs serving buildings ___stories or higher. More recently, codes also require protection for stairs serving floor levels _______feet below the level of exit discharge.
One smokeproof stair enclosure
5 stories OR HIGHER
MORE THAN 30 feet
______ enclosures protect the stairway enclosure and provide a means of smoke ventilation before the smoke enters a stair enclosure.
Passive smokeproof enclosures
____stairways are not enclosed with fire-rated construction. Building codes typically allow the use of ——stairs in buildings only when they connect ____floors above basement level.
Open stairways
NO MORE THAN two adjacent floors
A ____system is used to transport items and materials. Some——, such as ____ or _____ systems, work in enclosed compartments.
Conveyor system
Screw or pneumatic systems
Incomplete ______ or ____ is a primary safety hazard at conveyor penetrations during a fire.
Door or shutter closure
_____ are a conveyor transport device aligned as a stairway with electrically powered steps that move continuously in one direction.
Escalators
Escalators
The driving machinery is located under an access plate at the _____ landing. Escalator speeds are standardized at ___ feet per minute. Older escalators usually operate at speeds of either ___ or ___ feet per minute. The steps are linked by a ____ and move around the escalator frame.
Upper landing
100 feet per minute
EITHER 90 or 120 feet per minute
Linked by a step chain
Vertical penetrations for escalators serving ____floors must be protected. The most common protection for the vertical opening is to use _____ and ____ around the opening. Combined, these two features may be arranged as an ______ inch deep ———with a row of ——— on all sides outside the ———. A ____ at the top of the escalator can also provide vertical opening protection.
MORE THAN 2 floors
Closely spaced sprinklers and draft stops
18 inch deep draft stop with a row of automatic sprinklers on all sides
Rolling shutter
Most elevator regulations are based on ________
ASME/ANSI A17.1
____ elevators carry people
Passenger
____ elevators carry resources that may be bulky or heavy
Freight elevators
____elevators are passenger elevators designed to also carry freight
Service elevators
The two most common types of power used in elevators are ___ and ____.
Hydraulic and electric
_____ elevators do not have brakes
Hydraulic
Historically, the practical upper limit for hydraulic elevators was about ___stories and the elevator shaft required a deep well for the ram to extend into the ground to reach the lowest floor.
About 6 stories
______ elevators use a hoisting cable and drum, but the exact configuration of those components is different among the styles.
Electric
____elevators use a hoisting cable wound on a drum located in a motor room directly over the hoistway.
Drum elevators
____elevators are obsolete and found only in very old structures or in use as freight elevators
Drum elevators
____ elevators are the most common type of elevator in buildings over ___stories.
Traction elevators
OVER 6 stories
Hoist cables attached to the elevator run up and over the ____ at the top of the hoistway and then down the back wall of the hoistway to connect to the movable counterweights.
Drive sheave
Even though counterweights reduce the amount of energy needed to raise the elevators, the operating heights may require them to have as much as a _____volt power supply. The drive motors maybe either _____ or ______ current types.
500 volt
Direct current or alternating current
_____ motors have a braking system that operates during both normal operation and malfunctions.
Traction motors
During normal operation, the brakes on traction elevators with ____ motors aid directly in stopping the car at the correct floor. On elevators with ___ motors, the brakes do not play any part in actually stopping the elevator car. The motor stops the car and then the brakes are applied to hold the car in place.
AC motors
DC motors
_____ elevators feature controls that may be remote from the elevator system. The other components may all fit within the hoistway.
Machine room-less elevators
Elevator safety features
_______-an electric switch that terminates power before the elevator reaches the upper or lower limits of the hoistway.
Terminal device
Elevator safety features
____-large springs or hydraulic cylinders and pistons located at the bottom of the pit that act as shock absorbers should the terminal switch fail…only stop a car traveling at its normal rate of speed
Buffers
Elevator safety features
____-also known as the speed governor. This switch slows the drive motor when the elevator starts to exceed a safe speed. If the car continues to accelerate the switch trips the over speed switch and applies the car safeties.
Speed-reducing switch
Elevator safety features
_____-also connected to the speed governor. This switch is activated if the speed-reducing switch fails to slow the car sufficiently.
Over speed switch
Elevator safety features
_____-tapered pairs of steel jaws that wedge against the guide rails and bring the elevator to a stop elevator safeties are designed to stop a free falling car.
Car safeties
Elevator hoistway enclosures usually are required to be a fire-rated assembly with a ___ or ___ hour rating depending on the height of the building.
1 or 2 hour rating
Elevator and stair shafts are built early in the construction process, and often use ____ walls.
Shear walls
When used as a means of egress, an elevators shaft must be equipped with ____ and ____ suitable to the height of the structure.
Safety lights and fire ratings
A building with _______elevators may contain all ——- in a single hoistway. ______ elevators must have a minimum of two separate hoistways. Where more than one hoistway is provided, up to ___elevators may be located in one hoistway.
Three OR FEWER
All three
Four OR MORE
UP TO Four
In very tall buildings, express elevators are divided into zones, with each set serving a separate zone. A zone often includes ___consecutive floors.
15-20 consecutive floors
____ hoistways are used for express elevators that serve the upper elevator zones in tall buildings. if a single car hoistway is used, access doors will be provided for rescue purposes. Generally, these are placed every _____ floors
Blind hoistways
Every three floors
Elevator doors are designed to open and close automatically when the car stops at the floor where it has been summoned. The operations are sequenced in the following order.
-when the elevator stops at the correct level…
-as the car door opens…
-the car doors then…
-when the controller signals the doors to close…
-when the elevator stops at the correct level, the driving vane attached to the car door holds the door open.
-as the car door opens, the vane strikes a roller that releases the hoistway door lock
-the car doors then punch the hoistway doors completely open
-when the controller signals the doors to close, a weight forces the hoistway doors closed, the driving vane moves away from the roller and the hoistway doors are relocked.
A top exit is provided on all _______ elevators
Electric traction elevators
On hydraulic elevators, a top exit may be provided depending on whether the system is equipped with a _____.
Manual lowering valve
___ exits are required to have electrical interlocks to prevent car movement when the panels are open.
Side exits
The primary purpose of heating, ventilating, and air conditioning systems is to create and maintain a ____ for occupants
Comfortable environment
Historically, early forced-air systems provided only ____ through a ducted system. Buildings included features like openable windows and rooftop ____ to permit airflow through a building for ventilation and cooling.
Heat
Cupolas
Duct detectors are typically provided for fans with capacities exceeding _____ cubic feet per minute.
EXCEEDING 2000 cubic feet per minute
Air can be cleaned with ____, ___, or _____.
Filters, electrostatic equipment, or both
Building, mechanical, and fire codes contain many requirements for ducts, including allowable materials and the requirement for ___ and ____ to maintain the integrity of fire-rated assemblies.
Smoke and fire dampers
Heated and/or cool air may be provided without the use of ducted systems. In some cases, ___ spaces are used as a _________.
Interstitial spaces are used as a return-air plenum
The widely used NFPA___ contains requirements affecting horizontal and vertical HVAC ducts that penetrate a fire rated assembly or a smoke barrier.
NFPA 90A
With a few minor exceptions, the codes require that HVAC ducts be enclosed in a fire rated shaft enclosure. For example, NFPA __ requires that the enclosure be 1-hour rated for buildings ____ stories in height and 2 hour fire rated for buildings _________.
NFPA 90A
LESS THAN four stories
Four stories OR GREATER
The ___ are used to vary the airflow depending on the building needs.
Control dampers
The design of many modern buildings can make _____ methods difficult or impossible, especially in high rise construction. For example, some newer glazing types such as ____ glazing, may be very difficult to remove or ventilate.
Traditional ventilation
Hurricane glazing
To prevent the recirculating of smoke through the HVAC system and to facilitate removal of the smoke, some types of HVAC systems can be switched from normal operating mode to ______ mode.
Smoke control mode
The [manual smoke control] system can be controlled from a dedicated ____, the buildings main ___, or a ______.
Dedicated control panel
The buildings main control room
Firefighters smoke control station (FSCS)
Rooftop smoke and heat vents are typically required on the roofs of _____ buildings and in buildings with few _____ including industrial, storage, and mercantile buildings. Historically, smoke and heat vents were required in theaters over stages since the early part of the _____
Large area buildings
Buildings with few windows
Early part of the twentieth century
Vent types
These hatchways often open a minimum of ___ feet in either direction.
MINIMUM OF 4 feet in either direction
The depth of a curtain board will vary depending on the nature of the hazards within an occupancy, but should not be less than ___ percent of the ceiling height. Curtain boards should be spaced so that they are not farther apart than ____ times the ceiling height.
NOT BE LESS THAN twenty percent
NOT FARTHER APART THAN eight times
NFPA __ and the international fire code, contains the design methodology for determining the required vent area.
NFPA 204
One style of smoke control for stairways is the use of a ____ separated from a building corridor by a vestibule that is open to the atmosphere.
Smoke tower
A structural design that minimizes the use of space while still protecting stairways from the products of combustion is a _____
Pressurized stairwell
The ___uses a fan to supply air to a stairwell at a single point.
Single injection system