Timed Exam 5 Flashcards
In assemblies used for structural fire resistance and fireresistance-rated construction, smoke partitions are required to extend from the top
of the foundation or floor below to the underside of the floor or roof sheathing,
deck or slab above or to the underside of the ceiling above where the ceiling
membrane is constructed to limit the _________________ of smoke.
A. transfer
B. accumulation
C. intensity
D. buildup
A - transfer
710.4 Continuity.
The maximum distance of travel from any point within a mall
to an exit may not exceed ____________________.
A. 50 feet
B. 100 feet
C. 150 feet
D. 200 feet
D - 200 feet
402.8.5 Distance to exits.
A manual actuation fire-extinguishing device must be located
at or near a means of egress from the cooking area not less than ______ and not
more than _______ from the kitchen exhaust system. Exception ignored.
A. 5 feet, 10 feet
B. 10 feet, 15 feet
C. 10 feet, 20 feet
D. 15 feet, 25 feet
C - 10 feet, 20 feet
[F] 904.12.1 Manual system
operation.
In buildings constructed in accordance with the provisions of
conventional light-frame construction what is the maximum laterally unsupported
height (in feet) of a 2x4 stud in a nonbearing wall.
A. 10 feet
B. 14 feet
C. 16 feet
D. 20 feet
B - 14 feet
TABLE 2308.5.1 SIZE, HEIGHT
AND SPACING OF WOOD STUDS
What is the fire resistance rating requirement for primary
structural frame including columns, girders, trusses in a type V-B structure?
A. 0 hours
B. 1hour
C. 2 hours
D. HT
A - 0 hours
TABLE 601 Fire-Resistance Rating
Requirements For Building
Elements (Hours)
The door component of a fire door assembly.
A. fire block
B. fire damper
C. fire door
D. fire stop
C - fire door
Chapter 2, Definitions.
What is the maximum allowable span for rafters of #1 Douglas
Fir-Larch 2X8s spaced 16 inches o.c. ground snow load = 30 psf, L/D = 180, dead
load = 10 psf? Ceiling is not attached to the rafters.
A. 10 feet 2 inches
B. 12 feet 4 inches
C. 14 feet 4 inches
D. 16 feet 2 inches
D - 16 feet 2 inches
Table 2308.7.2(3) Rafter Spans For
Common Lumber Species
Glazing in guards and railings, including structural baluster
panels and nonstructural in-fill panels, ___________________ above a walking
surface is considered hazardous location.
A. within 36 inches
B. regardless of area or height
C. within 60 inches
D. within 42 inches
B - regardless of area or height
2406.4.4 Glazing in guards and
railings.
A reinforced 8” masonry foundation wall is 8 feet high. The
lateral backfill soil load is 60 psf. The unbalance backfill height is 7 feet. What is
the required re-bar size and spacing?
A. #4 at 48”
B. #5 at 48”
C. #6 at 48”
D. #7 at 48”
D - #7 at 48”
TABLE 1807.1.6.3(2) 8-Inch
Masonry Foundation Walls With
Reinforcement
What is the minimum allowable thickness of concrete exterior
basement walls and foundation walls? Exceptions ignored.
A. 6 inches
B. 7 1/2 inches
C. 8 inches
D. 10 Inches
E. not be less than the thickness of the wall supported
E - not be less than the thickness of the wall supported
1807.1.6.1 Foundation wall
thickness
Stairways within dwelling units and exterior stairways serving
a dwelling unit are required to have an illumination level on tread runs of not less
than _____ .
A. 1 foot-candle
B. 5 foot-candles
C. 10 foot-candles
D. 20 foot-candles
A - 1 foot-candle
1205.4 Stairway illumination.
What is the allowable area of a Group F-2 single story
building of Type IIIB Construction equipped throughout with an automatic sprinkler
system?.
A. 18,000 square feet
B. 18,000 square feet
C. 36,000 square feet
D. 72,000 square feet
D - 72,000 square feet
TABLE 506.2a, b ALLOWABLE
AREA FACTOR (At = NS, S1,
S13R, or SM, as applicable) IN
SQUARE FEET
Fasteners used for the attachment of gypsum board to a
horizontal diaphragm ceiling must be spaced not more than _________ on center
(o.c.) at all supports, including perimeter blocking, and not more than ________
from the edges and ends of the gypsum board.
A. 4 inches, 1/2 inch
B. 7 inches, 3/8 inch
C. 9 inches, 3/8 inch
D. 10 inches, 1/2 inch
B - 7 inches, 3/8 inch
2508.6.4 Fasteners.
In assemblies used for structural fire resistance and fireresistance-rated construction, fire walls, where combustible members frame into
hollow walls or walls of hollow units, hollow spaces must be solidly filled for the full
thickness of the wall and for a distance not less than 4 inches
__________________________ the structural members, with noncombustible
materials approved for fireblocking.
A. above
B. below
C. between
D. All of the above
D - All of the above
706.7 Combustible framing in fire
walls.
Gypsum board used in a horizontal diaphragm ceiling must be
installed _________________ to ceiling framing members. End joints of adjacent
courses of gypsum board may not occur on the same joist.
A. in line with
B. opposite
C. parallel
D. perpendicular
D - perpendicular
2508.6.2 Installation.
What is the minimum allowable thickness of exterior walls in a
masonry construction one-story building?
A. 6 inches
B. 8 inches
C. 10 inches
D. 12 inches
C - 10 inches
2109.2.4.4 Wall thickness.
The thickness of concrete floor slabs supported directly on the
ground shall not be less than _____________. Exceptions ignored.
A. 2 inches
B. 3 inches
C. 31/2 inches
D. 4 inches
C - 31/2 inches
1907.1 Minimum Slab Provisions,
General
What is the maximum allowable span for floor joist of #2
Southern Pine 2X12s spaced 12 inches o.c. in residential living areas, live load =
40 psf, L/D = 360, dead load = 10 psf.
A. 10 feet 3 inches
B. 13 feet 6 inches
C. 16 feet 2 inches
D. 19 feet 1 inch
D - 19 feet 1 inch
Table 2308.4.2.1(2) Floor Joist Spans For Common Lumber Species
Aerosol product rooms and general-purpose warehouses
containing aerosol products must be provided with an approved _____________
fire alarm system where required by the International Fire Code.
A. manual
B. automatic
C. remote controlled
D. fume activated
A - manual
[F] 907.2.15 Aerosol storage uses.
In assemblies used for structural fire resistance and fireresistance-rated construction, each portion of a building separated by one or more
fire walls that comply with the provisions of the fire wall section of the code is to be
considered ______________________, and the extent and location of such fire
walls shall provide a complete separation.
A. a separate room
B. a separate partition
C. a separate building
D. a separate fire zone
C - a separate building
706.1 General.
______________________ occupancy includes, among
others, the use of a building or structure, or a portion thereof, for office,
professional or service-type transactions, including storage of records and
accounts.
A. Group A
B. Group B
C. Group E
D. Group U
B - Group B
304.1 Business Group B.
Direction signage indicating the location of the other means of
egress and which are accessible means of egress must be provided at which of
the following locations?
A. At exits serving a required accessible space but not providing an
approved accessible means of egress.
B. At elevator landings.
C. Within areas of refuge.
D. All of the above
D - All of the above
1009.10 Directional signage.
In assemblies used for structural fire resistance and fireresistance-rated construction, the fire-resistance rating of exterior walls with a fire
separation distance of __________ than 10 feet shall be rated for exposure to fire
from the inside.
A. less
B. greater
C. 10 feet or less
D. 20 feet or less
B - greater
705.5 Fire-resistance ratings.
In assemblies used for structural fire resistance and fireresistance-rated construction, fire walls are to be constructed of
__________________________________. Ignoring all exceptions.
A. sheetrock, concrete or steel.
B. concrete or steel materials
C. any approved non-combustible materials
D. wood, sheetrock, concrete or steel.
C - any approved noncombustible materials 706.3 Materials.
In assemblies used for structural fire resistance and fireresistance-rated construction, each opening through a fire wall must be protected
in accordance with the code and may not exceed _______ . The aggregate width
of openings at any floor level shall not exceed _______ of the length of the wall.
Exceptions ignored.
A. 144 square feet, 20 percent
B. 100 square feet, 15 percent
C. 156 square feet, 25 percent
D. 32 square feet, 10 percent
C. 156 square feet, 25 percent
706.8 Openings.
What is the minimum required thickness in inches for concrete
floor slabs supported directly on the ground? Exceptions ignored.
A. 3 inches
B. 3-1/2 inches
C. 4 inches
D. 4-1/2 inches
B - 3-1/2 inches
1907.1 General.
In assemblies used for structural fire resistance and fireresistance-rated construction, draftstopping shall be installed to subdivide
floor/ceiling assemblies. In other than Group R occupancies, draftstopping must
be installed to subdivide combustible floor/ceiling assemblies so that horizontal
floor areas do not exceed ________________.
A. 500 square feet
B. 750 square feet
C. 1,000 square feet
D. 2,000 square feet
C - 1,000 square feet
718.3 Draftstopping in floors.
The distance measured from the building face to the closest
interior lot line, or to the centerline of a street, an alley or public way or to an
imaginary line between two buildings on the property.
A. fire separation distance
B. building set back
C. minimum wall distance
D. allowable building line
A - fire separation distance
Chapter 2, Definitions.
For the purpose of required natural lighting, any room is
permitted to be considered as a portion of an adjoining room where _______ of
the area of the common wall is open and unobstructed and provides an opening of
not less than one-tenth of the floor area of the interior room or 25 square feet,
whichever is greater. Exceptions ignored.
A. one-half
B. one-third
C. one-quarter
D. one-tenth
A - one-half
1204.2.1 Adjoining spaces.
A Hospital is an example of what type of Group Occupancy
Classification?
A. A-1 Group Occupancy
B. B Group Occupancy
C. I-1 Group Occupancy
D. I-2 Group Occupancy
D - I-2 Group
Occupancy 308.3 Group I-2.
What is the minimum normal weight concrete cover in inches
that will provide a Fire-Resistance Rating of 1.5 hours for a W14 x 233 structural
shape steel column?
A. 1 inch
B. 2 inches
C. 2.5 inches
D. 3 inches
A - 1 inch
TABLE 722.5.1(7) Minimum Cover
(Inch) For Steel Columns Encased
In Normal-Weight Concrete
What is the maximum allowable span for floor joist of #1
Douglas Fir-Larch 2X10s spaced 16 inches o.c. in residential sleeping areas, live
load = 30 psf, L/D = 360, dead load = 20 psf.
A. 18 feet 5 inches
B. 21 feet 4 inches
C. 14 feet 5 inches
D. 16 feet 5 inches
D - 16 feet 5 inches
Table 2308.4.2.1(1) Floor Joist
Spans For Common Lumber
Species
Where _______________________ of any pane of glass are
not firmly supported, or are subjected to unusual load conditions, detailed
construction documents, detailed shop drawings and analysis or test data assuring
safe performance for the specific installation are required to be prepared by a
registered design professional.
A. one or more sides
B. layers
C. sections
D. rails
A - one or more sides
2403.2 Glass supports.
A fire-resistance-rated wall having protected openings, which
restricts the spread of fire and extends continuously from the foundation to or
through the roof, with sufficient structural stability under fire conditions to allow
collapse of construction on either side without collapse of the wall.
A. fire wall
B. fire barrier
C. fire stop
D. fire block
A - fire wall
Chapter 2, Definitions.
Exit passageway enclosures must have walls, floors and
ceilings of not less than ____________ fire-resistance rating, and not less than
that required for any connecting interior exit stairway or ramp.
A. 1 hour
B. 2 hour
C. 3 hour
D. 4 hour
A - 1 hour
1024.3 Construction
What is the maximum allowable span center to center for
rafters or roof trusses in inches for 3/4 inch thick wood structural panel sheathing
single floor grade applied to a roof? The panel span rating is 24 inches o.c. and
the edges are supported between the framing members.
A. 16 inches
B. 20 inches
C. 24 inches
D. 32 inches
E. 48 inches
E - 48 inches
table 2304.8(3) allowable spans and loads for wood structural panel sheathing and single-floor grades
continuous over two or more spans
with strength axis perpendicular to
supports