Timed Exam 3 Flashcards

1
Q

Shower compartments and walls above bathtubs with
installed shower heads are required to be finished with a smooth, nonabsorbent
surface to a height not less than _____________ above the drain inlet.

A. 70 inches
B. 6 feet
C. 72 inches
D. B and C

A

C - 72 inches
1209.2.3 Showers.

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2
Q

As to fire-resistance ratings, cornices, eave overhangs,
exterior balconies and similar architectural appendages extending beyond the floor
area may not extend beyond the distance determined by the following two
methods, whichever results in the lesser projection:

A. A point one-third the distance from the exterior face of the wall to the lot
line where protected openings or a combination of protected and unprotected
openings are required in the exterior wall.
B. More than 20 inches into areas where openings are prohibited.
C. More than 12 inches into areas where openings are prohibited.
D. A and B
E. A and C

A

E - A and C
705.2 Projections.

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3
Q

The space surrounding a chimney lining system or vent
installed within a masonry chimney may not be used to vent
______________________.

A. no more than two additional appliances
B. any other appliance
C. natural gas appliances
D. wood burning stoves
E. all of the above

A

B - any other appliance
2113.13.2 Space around lining. May
not be used to vent any of these
without a separate liner.

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4
Q

In conventional light-frame construction, where a girder is
spliced over a support, an adequate tie shall be provided. The ends of beams or
girders supported on masonry or concrete may not have less than
_______________ of bearing.

A. 1.5 inches
B. 2 inches
C. 6 inches
D. 3 inches

A

D - 3 inches
2308.4.1 Girders.

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5
Q

The building official is authorized to accept reports of
approved inspection agencies, provided such agencies satisfy the requirements as
to ______________.

A. education
B. licensing
C. experience
D. qualifications and reliability

A

D - qualifications and reliability
[A]110.4 Inspection agencies.

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6
Q

The following factory produced products were most likely
produced in what Group Occupancy Classification: Recreational vehicles, Refuse
incineration, Shoes, Soaps and detergents, Textiles.

A. F-1 Occupancy Classification
B. F-2 Occupancy Classification
C. F-3 Occupancy Classification
D. F-4 Occupancy Classification

A

A - F-1 Occupancy
Classification

306.2 Factory Industrial F-1

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7
Q

Structural concrete in footings shall have a specified
compressive strength (fc) of not less than ___________________.

A. 2000 pounds per square inch
B. 2500 pounds per square inch
C. 3000 pounds per square inch
D. 3500 pounds per square inch

A

B - 2500 pounds per square
inch

ACI 318 Section 1.1.1

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8
Q

The minimum width of means of egress doors openings must
be sufficient for the occupant load thereof and must provide a minimum clear
opening width of _____________________. Exceptions ignored.

A. 32 inches
B. 36 inches
C. 42 inches
D. 44 inches

A

A - 32 inches
1010.1.1 Size of doors.

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9
Q

If an egress court serving a building or portion thereof is less
than ________ in width, the egress court walls must have not less than 1-hour
fire-resistance-rated construction

A. 5 feet
B. 8 feet
C. 12 feet
D. 10 feet

A

D - 10 feet
1028.4.2 Construction and
openings.

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10
Q

Chimneys must extend at least 2 feet higher than any portion
of the building within 10 feet, but shall be not less than _________ above the
highest point where the chimney passes through the roof.

A. 2 feet
B. 3 feet
C. 4 feet
D. 5 feet

A

B - 3 feet
2113.9 Termination

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11
Q

The minimum horizontal area of the window well use for
emergency escape shall be 9 square feet, with a minimum dimension of
________. The area of the window well shall allow the emergency escape and
rescue opening to be fully opened.

A. 24 inches
B. 30 inches
C. 32 inches
D. 36 inches

A

D - 36 inches
1030.4.1 Minimum size.

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12
Q

Foam plastic insulation used as interior wall or ceiling finish or
as interior trim in plenums must exhibit a flame spread index of ________ or less
and a smoke developed index of ________ or less when tested.

A. 25, 450
B. 450, 450
C. 75, 75
D. 175, 150

A

A - 25, 450
2603.7 Interior finish in plenums.

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13
Q

The purpose of the code is to establish the _______________
requirements to safeguard the public health, safety and general welfare.

A. maximum
B. reasonable
C. minimum
D. voluntary

A

C - minimum
[A] 101.3 Intent.

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14
Q

The _____________ is authorized to waive the submission of
construction documents and other data not required to be prepared by a
registered design professional if it is found that the nature of the work applied for is
such that review of construction documents is not necessary to obtain compliance
with the code.

A. building permit
B. application
C. building official
D. construction documents

A

C - building official
[A]107.1 General. Exception:

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15
Q

What is the area of a Group E single story building of Type IIB
Construction not equipped throughout with an automatic sprinkler system?

A. 14,500 square feet
B. 58,000 square feet
C. 43, 500 square feet
D. Not Permitted

A

B - 58,000 square feet
TABLE 506.2a, b ALLOWABLE
AREA FACTOR (At = NS, S1,
S13R, or SM, as applicable) IN
SQUARE FEET

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16
Q

16 For buildings using building-integrated photovoltaic roof
panels (BIPV), in areas where there has been a history of ice forming along the
eaves causing a back-up of water, an ice barrier consisting of not fewer than two
layers of underlayment cemented together or of a self-adhering polymer/modified
bitumen sheet is to be used instead of normal underlayment and extend from the
lowest edges of all roof surfaces to a point not less than _____________ inside
the exterior wall line of the building.

A. 6 inches
B. 12 inches
C. 24 inches
D. 36 inches

A

C - 24 inches
1507.18.4.2 Ice barrier.

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17
Q

The minimum headroom in all parts of the means of egress
ramp may not be less than ______ above the finished floor of the ramp run and
any intermediate landings.. Exceptions ignored.

A. 78 inches
B. 6 feet 8 inches
C. 80 inches
D. B or C

A

D - B or C
1012.5.2 Headroom.

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18
Q

A building used for assembly purposes with an occupant load
of less than ________ persons are classified as Group B occupancy.

A. 50
B. 100
C. 200
D. 500

A

A - 50
303.1.1 Small buildings and tenant
spaces.

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19
Q

Airport traffic control towers, Animal hospitals, kennels and
pounds Banks Barber and beauty shops Car washes are examples of what Group
of Occupancy:

A. A
B. B
C. F
D. I

A

B - B
304.1 Business Group B

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20
Q

Where drinking fountains are required, no fewer than
___________ drinking fountains must be provided. Exceptions ignored.

A. one
B. two
C. three
D. four

A

B - two
1109.5.1 Minimum number.

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21
Q

A horizontal diaphragm element parallel and in line with the
applied force that collects and transfers diaphragm shear forces to the vertical
elements of the lateral-force-resisting system and/or distributes forces within the
diaphragm.

A. collector
B. shear wall
C. diaphragm
D. strut

A

A - collector
Chapter 2, Definitions.

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22
Q

A permit is not required for the installation, alteration or repair
of generation, transmission, distribution or metering or other related equipment
that is under the ownership and control
________________________________________.

A. of a licensed public official.
B. of a qualified contractor or code enforcement official.
C. of public service agencies by established right.
D. of a church, school or other non-profit entity.

A

C - of public service agencies
by established right.

[A]105.2.3 Public service agencies.

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23
Q

Anchoring to concrete is to be done in accordance with
______________ as amended in a section of the IBC.

A. NFPA 302
B. ACI 318
C. UBC 1230.1.2
D. none of these

A

B - ACI 318
1901.3 Anchoring to concrete.

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24
Q

In buildings constructed in accordance with the provisions of
conventional light-frame construction in Seismic Design Categories D and E’ solid
blocked cripple walls exceeding 14 inches in height _____________________.

A. need not be considered a story
B. must be considered a story
C. are not allowed
D. must be treated wood

A

B - must be considered a story
2308.6.6.2 Cripple wall bracing in
Seismic Design Categories D and E

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25
Q

In buildings constructed in accordance with the provisions of
conventional light-frame construction, bearing wall floor-to-floor heights may not
exceed _________ feet.

A. 8 feet, 7 inches
B. 9 feet, 6 inches
C. 10 feet, 7 inches
D. 11 feet, 7 inches

A

D - 11 feet, 7 inches
2308.2.2 Allowable floor-to-floor
height. Maximum floor-to-floor
height shall not exceed 11 feet, 7
inches

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26
Q

Spiral stairways are permitted to be used as a component in
the means of egress only within dwelling units or from a space not more than
_________ in area and serving not more than five occupants, or from technical
production areas in accordance with the code.

A. 150 square feet
B. 250 square feet
C. 350 square feet
D. 450 square feet

A

B - 250 square feet
1011.10 Spiral stairways.

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27
Q

Open side stairways require guards that will not allow the
passage of a sphere _________________ in diameter from the walking surface to
the required guard height.

A. 4 inches
B. 6 inches
C. 8 inches
D. 6.5 inches

A

A - 4 inches
1015.4 Opening limitations.

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28
Q

What is the minimum allowable thickness for a fireplace
hearth?

A. 3 inches
B. 4 inches
C. 6 inches
D. 8 inches

A

B - 4 inches
2111.10.1 Hearth thickness.

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29
Q

All valves controlling the water supply for automatic sprinkler
systems, pumps, tanks, water levels and temperatures, critical air pressures and
water-flow switches on all sprinkler systems must be ______________ supervised
by a listed fire alarm control unit. Exceptions ignored.

A. manually
B. hydraulically
C. pneumatically
D. electrically

A

D - electrically
[F] 903.4 Sprinkler system
supervision and alarms.

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30
Q

Where parking is provided, what is the minimum number of
accessible parking spaces that must be provided at a facility that has 77 total
parking spaces.

A. 4 accessible spaces
B. 6 accessible spaces
C. 8 accessible spaces
D. 10 accessible spaces

A

A - 4 accessible spaces
TABLE 1106.1 ACCESSIBLE
PARKING SPACES

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31
Q

In buildings constructed in accordance with the provisions of
conventional light-frame construction in Seismic Design Categories A, B and C ,
spacing of edge nailing for required wall bracing may not exceed ____________
o.c. along the foundation plate and the top plate of the cripple wall.

A. 4 inches
B. 6 inches
C. 8 inches
D. 10 inches+

A

B - 6 inches
2308.6.6.1 Cripple wall bracing in
Seismic Design Categories A, B
and C.

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32
Q

What is the maximum allowable span for ceiling joist of #2
Southern Pine 2X8s spaced 16 inches o.c. live load = 10 psf, L/D = 240, dead load
= 5 psf? The area above the ceiling in uninhabitable and there is no storage area.

A. 14 feet 5 inches
B. 18 feet 3 inches
C. 19 feet 2 inches
D. 21 feet 7 inches

A

D - 21 feet 7 inches
Table 2308.7.1(1) Ceiling Joist
Spans For Common Lumber
Species

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33
Q

Headers, double joists, trusses or other approved assemblies
that are of adequate size to ___________ loads to the vertical members must be
provided over window and door openings in load-bearing walls and partitions.

A. deflect
B. transfer
C. split
D. inter-transmittently carry

A

B - transfer
2304.3.2 Framing over openings.

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34
Q

Every dwelling unit is required to have at least one room that
is not less than 120 square feet of net floor area. Other habitable rooms are
required to have a net floor area of not less than 70 square feet except for
______________________.

A. living rooms
B. bedrooms
C. kitchens
D. dens

A

C - kitchens
1207.3 Room area. Exception

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35
Q

In assemblies used for structural fire resistance and fireresistance-rated construction, elementary materials required to be noncombustible
are to be tested in accordance with _________________.

A. ASTM E 134
B. ASTM E 135
C. ASTM E 136
D. ASTM E 137

A

C - ASTM E 136
703.5.1 Elementary materials.

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36
Q

Where more than one exit is required, they are to be so
arranged that it is possible to travel in either direction from any point in a mall to
separate exits. The minimum width of an exit passageway or corridor from a mall
is ____________________________.

A. 144 inches
B. 100 inches
C. 42 inches
D. 66 inches

A

D - 66 inches
402.8.6 Access to exits.

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37
Q

Stair treads and risers must be of uniform size and shape.
The tolerance between the largest and smallest riser or between the largest and
smallest tread depth at the walk line within any flight of stairs may not exceed
_________ in any flight of stairs. Exceptions ignored.

A. 1/8 inch
B. 3/8 inch
C. 7/16 inch
D. 1/2 inch

A

B - 3/8 inch
1011.5.4 Dimensional uniformity.

38
Q

Exit signs are not required in occupancies in Group U and
individual sleeping units or dwelling units in Group __________________.

A. R-1, R-2 or R-3
B. M, I-2
C. A-1, A-2
D. none of the above

A

A - R-1, R-2 or R-3
1013.1 Where required. Exceptions
3

39
Q

Combustible materials are not permitted in buildings of Type I
or II construction.

A. This is a true statement as to the IBC.
B. This is a false statement as to the IBC.

A

B - This is a false statement as
to the IBC.

603.1 Allowable materials.

40
Q

Column-and-post end connections must be designed to resist
the full compressive loads, neglecting end-bearing capacity. Column-and-post end
connections must be fastened to resist lateral and net induced
_________________.

A. uplift forces
B. fastener bonding
C. lateral stress
D. compression stress

A

A - uplift forces
2304.10.7 Framing requirements.

41
Q

In buildings constructed in accordance with the provisions of
conventional light-frame construction, in nonbearing walls and partitions, studs
shall be spaced not more than ________________ o.c. and are permitted to be
set with the long dimension parallel to the wall.

A. 19.2 inches
B. 24 inches
C. 28 inches
D. 32 inches

A

B - 24 inches
2308.5.4 Nonload-bearing walls and
partitions.

42
Q

A courtroom is an example of what classification of
occupancy.

A. A-3
B. A-1
C. I-2
D. I-3

A

A - A-3
Section 303.4 Assembly Group A

43
Q

A ______________polyethylene vapor retarder with joints
lapped not less than 6 inches shall be placed between the base course or
subgrade and the concrete floor slab, or other approved equivalent methods or
materials shall be used to retard vapor transmission through the floor slab.

A. 3-mil
B. 6-mil
C. 8-mil
D. 10-mil

A

B - 6-mil
1907.1Minimum Slab Provisions,
General

44
Q

In assemblies used for structural fire resistance and fireresistance-rated construction, the fire-resistance rating of exterior walls with a fire
separation distance of _____________or less shall be rated for exposure to fire
from both sides.

A. 3 feet
B. 4 feet
C. 5 feet
D. 10 feet

A

D - 10 feet
705.5 Fire-resistance ratings.

45
Q

Where required, the special inspection of concrete elements
of buildings and structures and concreting operations will be in accordance with
___________________.

A. the designer
B. the building inspector
C. the general contractor
D. the IBC Chapter 17

A

D - the IBC Chapter 17
1903.2 Special inspection.

46
Q

The building official is authorized to, in writing, suspend or
revoke a certificate of occupancy or completion issued under the provisions of the
code wherever the certificate is issued in error, or on the basis of incorrect
information supplied, or where it is determined that the building or structure or
portion thereof is in _____________ of any ordinance or regulation or any of the
provisions of the code.

A. violation
B. compliance
C. partial compliance
D. direct compliance

A

A - violation
[A]111.4 Revocation.

47
Q

Construction in which the exterior load-bearing and nonloadbearing walls and partitions are of unfired clay masonry units, and floors, roofs and
interior framing are wholly or partly of wood or other approved materials.

A. Masonry Construction
B. Adobe Construction
C. Mud Construction
D. Gypsum Construction

A

B - Adobe Construction
SECTION 201 GENERAL
DEFINITIONS

48
Q

Deferral of any submittal of plan items for a permit must have
the prior approval of the building official. The registered design professional in
responsible charge must list the deferred submittals on the
_______________________ for review by the building official.

A. deferrals board
B. construction documents
C. schedule of submittals
D. plot plan

A

B - construction documents
[A]107.3.4.1 Deferred submittals.

49
Q

That property of materials or their assemblies that prevents or
retards the passage of excessive heat, hot gases or flames under conditions of
use.

A. fire proof
B. fire resistance
C. flame resistance
D. flame spread

A

B - fire resistance
Chapter 2, Definitions.

50
Q

Main exterior exit doors or gates which obviously and clearly
are identifiable as exits need not have exit signs where approved by the
___________________.

A. building official
B. general contractor
C. design professional
D. fire department

A

A - building official
1013.1 Where required. Exceptions
2.

51
Q

Emergency escape and rescue openings must have the
bottom of the clear opening not greater than _____ measured from the floor.

A. 36 inches
B. 44 inches
C. 48 inches
D. 54 inches

A

B - 44 inches
1030.3 Maximum height from floor.

52
Q

Exit sign placement shall be such that no point an exit access
corridor or exit passageway is more than _____________ or the listed viewing
distance for the sign, whichever is less, from the nearest visible exit sign.
Exceptions ignored.

A. 50 feet
B. 100 feet
C. 150 feet
D. 200 feet

A

B - 100 feet
1013.1 Where required

53
Q

Each kiosk or similar structure or groupings thereof is limited
to a ________________________________ .

A. minimum area of 500 square feet
B. maximum area of 300 square feet
C. minimum area of 300 square feet
D. maximum area of 500 square feet

A

B - maximum area of 300
square feet

402.6.2 Kiosks. 4.

54
Q

In assemblies used for structural fire resistance and fireresistance-rated construction, fire-protection-rated glazing used in fire window
assemblies located in fire partitions and fire barriers is limited to use in assemblies
with a maximum fire-resistance rating of ____________.

A. 1 hour
B. 1.5 hours
C. 2 hours
D. 2.5 hours

A

A - 1 hour
716.3.2.1 Interior fire window
assemblies.

55
Q

A hand held portable fire extinguisher is installed in a Class C
fire hazard area. The extinguisher’s weight is 44 lbs. What is the maximum
allowable height that this fire extinguisher can be installed above the floor.

A. 5 feet
B. 3.5 feet
C. 4 inches
D. 36 inches

A

B - 3.5 feet
[F] 906.9.2 Extinguishers weighing
more than 40 pounds.

56
Q

In buildings constructed in accordance with the provisions of
conventional light-frame construction, where the nominal depth-to-thickness ratio
of the framing member exceeds 6:1, there must be one line of bridging for each 8
feet of span, unless both edges of the member are held in line. The bridging must
consist of not less than ______________________ lumber, double nailed at each
end, of equivalent metal bracing of equal rigidity, full-depth solid blocking or other
approved means.

A. 1-inch by 3-inch
B. 1-inch by 2-inch
C. 2-inch by 3-inch
D. 2-inch by 4-inch

A

A - 1-inch by 3-inch
2308.4.6 Lateral support

56
Q

The required width of egress courts shall be unobstructed to a
height of __________ feet.

A. 7
B. 8
C. 10
D. 12

A

**A - 7 **
1028.4.1Width or capacity.

57
Q

Building-integrated photovoltaic roof panels (BIPV) roof
panels may be used only on roof slopes of ___________________ or greater.

A. one units vertical in 12 units (1:12)
B. two units vertical in 12 units (2:12)
C. three units vertical in 12 units (3:12)
D. four units vertical in 12 units (4:12)

A

B - two units vertical in 12 units
(2:12)

1507.18 Building-integrated
photovoltaic roof panels.1507.18.2
Deck slope

58
Q

As related to means of egress, doors, when opened in any
position, must not reduce the required clear width by more than
__________________.

A. one-half
B. one-quarter
C. 7 inches
D. 2-1/2 inches

A

A - one-half
1005.7.1 Doors.

59
Q

What is the allowable area of a 2 story Group H-1 building of
Type V-B Construction equipped throughout with an automatic sprinkler system?

A. 18,000 SF
B. 39,000 SF
C. Not Permitted
D. 40,000 SF

A

C - Not Permitted
TABLE 506.2a, b ALLOWABLE
AREA FACTOR (At = NS, S1,
S13R, or SM, as applicable) IN
SQUARE FEET

60
Q

Occupant formula. in determining required means of egress of
the mall, the number of occupants for whom means of egress are to be provided is
based on ____________________________________________ and the
occupant load factor as determined by the equation listed in this section.

A. gross leasable area of the covered mall building (including anchor
buildings)
B. gross leasable area of the covered mall building and the anchor building
area added together.
C. gross total area of the covered mall building (excluding anchor buildings)
D. gross leasable area of the covered mall building (excluding anchor
buildings)

A

D - gross leasable area of the
covered mall building
(excluding anchor buildings)

402.8.2.1 Occupant formula.

61
Q

What is the maximum allowable distance, in masonry wall
construction between lateral supports?

A. 20 feet
B. 24 feet
C. 30 feet
D. 60 feet

A

B - 24 feet
2109.2.4.4 Wall thickness.

62
Q

Covered mall buildings exceeding 50,000 square feet must be
provided with standby power systems that are capable of operating the emergency
__________________________________________.

A. interior lighting systems
B. automatic sprinkler system
C. loss control egress exits
D. voice/alarm communication system

A

D - voice/alarm communication
system

[F] 402.7.3 Emergency power.

63
Q

Exit signs are not required in rooms or areas which require
_________________ exit or exit access.

A. only 1
B. only 2
C. only 3
D. only 4

A

A - only 1
1013.1 Where required. Exceptions
1.

64
Q

Wood structural panel sheathing used as the exposed finish
on the outside of exterior walls, _______________________________.

A. must have an 2 coats of waterproof coating applied
B. must be minimum 5/8 inches in thickness
C. must have an exterior exposure durability classification
D. is not permitted

A

C - must have an exterior
exposure durability
classification

2304.6.1 Wood structural panel
sheathing.

65
Q

Exit access stairway enclosures must have a fire-resistance
rating of not less than _________ where connecting four stories or more, and not
less than ____________ where connecting less than four stories.

A. 2 hours, 1 hour
B. 1 hour, 1 hour
C. 2.5 hours, 1 hour
D. 1 hour, 1/2 hour

A

A - 2 hours, 1 hour
1023.2 Construction Fire-resistance
rating.

66
Q

Revolving doors shall not be given credit for more than
________ of the required egress capacity.

A. 30 percent
B. 40 percent
C. 50 percent
D. 60 percent

A

C - 50 percent
1010.1.4.1.1 Egress component

67
Q

Which of the following does require a permit?

A. Fences not over 7 feet high.
B. Oil derricks.
C. Temporary motion picture, television and theater stage sets and
scenery.
D. All of the above.
E. None of the above.

A

D - All of the above.
[A] 105.2 Work exempt from permit.

68
Q

In reference to signage within Covered Mall Buildings. Plastic
signs must be located a minimum distance of _________ from adjacent tenants.

A. 18 inches
B. 24 inches
C. 36 inches
D. 48 inches

A

A - 18 inches
402.6.4.3 Location.

69
Q

The time period that the penetration firestop system, including
the penetrating item, limits the maximum temperature rise to 325°F (163°C) above
its initial temperature through the penetration on the nonfire side when tested in
accordance with ASTM E 814 or UL 1479.

A. A rating
B. C rating
C. F rating
D. T rating

A

D - T rating
Chapter 2, Definitions.

70
Q

Exterior landings outside of egress doors are permitted to
have a slope which does not exceed ____________________________.
Exceptions ignored.

A. 0.125 unit vertical in 12 units horizontal
B. 0.5 unit vertical in 12 units horizontal
C. 0.25 unit vertical in 12 units horizontal
D. 1 unit vertical in 12 units horizontal

A

C - 0.25 unit vertical in 12 units
horizontal

1010.1.5 Floor elevation.

71
Q

The open space under exterior stairways
________________________.

A. shall not be used for any purpose
B. must be kept clear of combustible materials
C. may not be used as a storage area
D. all of the above

A

D - all of the above
1011.7.4 Enclosures under exterior
stairways.

72
Q

Insulating materials, where exposed as installed in buildings
of any type of construction, shall have a flame spread index of not more than 25
and a smoke-developed index of not more than _______.

A. 50
B. 250
C. 450
D. 650

A

C - 450
720.3 Exposed installation.

73
Q

Emergency repairs. Where equipment replacements and
repairs must be performed in an emergency situation, the permit application may
be submitted ___________________________.

A. within a reasonable time to the building official.
B. only if the work is in a concealed space.
C. only if there are no qualified private inspectors to verify the work.
D. within the next working business day to the building official.

A

D - within the next working
business day to the building
official.

[A]105.2.1 Emergency repairs.

74
Q

Where wood structural panel sheathing not as the exposed
finish, ______________________________.

A. must be of a type manufactured with exterior glue (Exposure 1 or
Exterior)
B. must have an exterior exposure durability classification
C. may of a type manufactured with interior glue
D. must be a minimum of 7/16” thick

A

A - must be of a type
manufactured with exterior
glue (Exposure 1 or
Exterior)

2304.6.1 Wood structural panel
sheathing.

75
Q

Landings at doors in Groups R-3 and U and within individual
units of Group R-2, need not exceed ___________ in the direction of travel.

A. 36 inches
B. 40 inches
C. 44 inches
D. 48 inches

A

A - 36 inches
1010.1.6 Landings at doors.
Exception:

76
Q

Group A-3 occupancies where the fire area
___________________ will require an automatic sprinkler system.

A. is located on the same floor as the exit discharge
B. is located on a floor other than a level of exit discharge serving such
occupancies
C. exceeds 300 square feet
D. all of the above
E. none of the above

A

B - is located on a floor other
than a level of exit
discharge serving such
occupancies

[F] 903.2.1.3 Group A-3. 3

77
Q

A building permit will not be valid until:

A. they are stamped by a licensed design professional.
B. the fees prescribed by law have been paid, nor shall an amendment to a
permit be released until the additional fee, if any, has been paid.
C. approved by a listing agency.
D. all documents are approved by the Board of Review.

A

B - the fees prescribed by law
have been paid, nor shall an
amendment to a permit be
released until the additional
fee, if any, has been paid.

[A]109.1 Payment of fees.

78
Q

In assemblies used for structural fire resistance and fireresistance-rated construction, where a fire wall also separates occupancies that
are required to be separated by a fire barrier wall, the
__________________________________ requirements of each separation
applies.

A. most restrictive
B. least restrictive
C. most cost effective
D. most fire resistive

A

A - most restrictive
706.1 General.

79
Q

The period of time that an opening protective will maintain the
ability to confine a fire as determined by tests prescribed in Section 715. Ratings
are stated in hours or minutes.

A. Fire Protection Rating
B. Fire Barrier Time
C. Firestop Time
D. Fireblocking Time

A

A - Fire Protection Rating
Chapter 2, Definitions.

80
Q

In assemblies used for structural fire resistance and fireresistance-rated construction, shaft enclosures are to be constructed of materials
permitted by the ______________________.

A. UBC
B. buildings type of construction
C. non-combustible materials list
D. design engineer

A

B - buildings type of
construction

713.3 Materials.

81
Q

In assemblies used for structural fire resistance and fireresistance-rated construction, smoke barriers must have a fire-resistance rating of
not less than ____________. Exceptions ignored.

A. 20 minutes
B. 1-hour
C. No fire-resistance rating
D. 2-hours

A

B - 1-hour
709.3 Fire-resistance rating.

82
Q

With regards to egress from a building, a fire-resistance- rated
exterior wall separating the exterior area of assisted rescue from the interior of the
building must extend horizontally ________ beyond the landing on either side of
the landing or equivalent fire-resistance-rated construction is permitted to extend
out perpendicular to the exterior wall not less than 4 feet on the side of the
landing. Exception ignored.

A. 25 feet
B. 50 feet
C. 15 feet
D. 10 feet

A

D - 10 feet
1009.7.2 Separation.

83
Q

What is the minimum thickness face-to-face required for a
wall constructed from a combination of clay brick and load-bearing hollow clay tile
with 4 inch solid brick and 4 inch tile (at least 40 percent solid), to have a fire
resistance rating of 3 hours?

A. 4 inches
B. 6 inches
C. 8 inches
D. 10 inches

A

C - 8 inches
TABLE 721.1(2) Rated FireResistance Periods For Various
Walls And Partitions, Item number
2-1.1

84
Q

With regards to egress from a building, exterior walls
separating the exterior area of assisted rescue from the interior of the building are
to have a minimum fire-resistance rating of __________, rated for exposure to fire
from the inside.

A. 20 minutes
B. 1/2 hour
C. 1 hour
D. 2 hours
E. no fire rating needed

A

C - 1 hour
1009.7.2 Separation

85
Q

Exits shall discharge directly to the exterior of the building.
The exit discharge shall be at grade or shall provide direct access to grade. The
exit discharge may not _________ a building.

A. leave
B. go under
C. re-enter
D. go over

A

C - re-enter
1028.1 General.

86
Q

Press boxes in assembly areas must be on an accessible
route. An accessible route is not required to press boxes in bleachers that have
points of entry at only one level, provided that the aggregate area of all press
boxes is ___________ square feet maximum.

A. 100
B. 500
C. 1000
D. 1200

A

**B - 500 **
1104.3.2 Press boxes. Exceptions:
1.

87
Q

Habitable spaces, other than a kitchen, are required to be not
less than ________ in any plan dimension.

A. 6 feet
B. 7 feet
C. 8 feet
D. 9 feet

A

B - 7 feet
1207.1 Minimum room widths.

88
Q

In reference to Food courts in Covered Mall Buildings. The
occupant load of a food court is determined in accordance with Section 1004. For
the purposes of determining the means of egress requirements for the mall, the
food court occupant load must _________ the occupant load of the covered mall
building as calculated above.

A. be subtracted from
B. not be included with
C. not be added to
D. be added to

A

D - be added to
402.8.2.4 Food courts.

89
Q

Private garages and carports that are classified as Group U
occupancies may not exceed ___________ in area.

A. 500 square feet
B. 750 square feet
C. 1000 square feet
D. 1500 square feet

A

C - 1000 square feet
406.3 Private garages and
carports.406.3.1 Classification.