General Questions Flashcards by Ron Natal

What is the minimum thickness face-to-face required for a wall constructed from solid sand-lightweight concrete to have a fire resistance rating of 4 hours?
A. 8.3 inches
B. 5.4 inches
C. 4.2 inches
D. 3.0 inches

B - 5.4 inches
TABLE 721.1(3) Rated Fire-Resistance Periods For Various Walls And Partitions, Item number 4-1.1

How well did you know this?

Not at all

Perfectly

The use of a solid or liquid hazardous material involving a closed vessel or system that remains closed during normal operations where vapors emitted by the product are not liberated outside of the vessel or system, and the product is not exposed to the atmosphere during normal operations; and all uses of compressed gases.
A. Open System
B. Encapsulated System
C. Concealed System
D. Closed System

D - Closed System
Section 202 Definitions

How well did you know this?

Not at all

Perfectly

Mastics and caulking materials applied to provide flexible seals between
components of exterior wall construction.

A. is allowed in Type I construction
B. is not allowed in Type I construction
C. is a non-hazardous material
D. is not a good practice

**A - is allowed in Type I
construction **
603.1 Allowable materials. 16.

How well did you know this?

Not at all

Perfectly

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

D - 66 inches
402.8.6 Access to exits

How well did you know this?

Not at all

Perfectly

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

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

How well did you know this?

Not at all

Perfectly

Projections into the required width at each handrail must not exceed _____
at or below the handrail height.

A. 1.5 inches
B. 3 inches
C. 4.5 inches
D. 7 inches

C - 4.5 inches
1014.8 Projections

How well did you know this?

Not at all

Perfectly

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

How well did you know this?

Not at all

Perfectly

Openings in wood shear panels that materially affect their strength must be
fully detailed on the plans, and must have their edges _______________

A. adequately reinforced to transfer all shearing stresses.
B. H-molded
C. reinforced with steel angle
D. doubled up

A - adequately reinforced to
transfer all shearing
stresses.
2305.1.1 Openings in shear panels

How well did you know this?

Not at all

Perfectly

The aggregate area of penthouses and other enclosed rooftop structures
may not exceed __________ the area of the supporting roof deck.

A. one-quarter
B. one-third
C. one-half
D. two-thirds

B - one-third
Section 1510 Rooftop Structures 1510.1.1
Area limitation

How well did you know this?

Not at all

Perfectly

A poured concrete basement wall is 7 feet high and 7.5 inches thick. 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. #6 at 48”
B. #7 at 39”
C. #7 at 60”
D. Plain Concrete no re-bar required

A - #6 at 48”
TABLE 1807.1.6.2 Concrete Foundation
Walls

How well did you know this?

Not at all

Perfectly

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 - 32 inches
1010.1.1 Size of doors.

How well did you know this?

Not at all

Perfectly

In assemblies used for structural fire resistance and fire-resistance-rated
construction, fire walls are required to have sufficient structural stability under fire
conditions to _____________ construction on either side without collapse of the
wall for the duration of time indicated by the required fire-resistance rating.

A. retard collapse of
B. totally support the
C. allow collapse of
D. brace the elements of

C - allow collapse of
706.2 Structural stability.

How well did you know this?

Not at all

Perfectly

Where egress doors are used in pairs, approved automatic flush bolts will
be permitted to be used, provided that the door leaf having the automatic flush
bolts has no _____________ or surface-mounted hardware.

A. doorknob
B. keylock
C. hinge bolts
D. removable obstructions

A - doorknob
1010.1.9.4 Locks and latches.3

How well did you know this?

Not at all

Perfectly

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 - must be of a type
manufactured with exterior
glue (Exposure 1 or
Exterior)
2304.6.1 Wood structural panel
sheathing.

How well did you know this?

Not at all

Perfectly

Any attic space having a clear height of 30 inches or more is required to
have an access opening of not less than ________________________ .

A. 22 inches by 24 inches
B. 22 inches by 30 inches
C. 18 inches by 24 inches
D. 20 inches by 30 inches

D - 20 inches by 30 inches
1208.2 Attic spaces.

How well did you know this?

Not at all

Perfectly

Non separated occupancies must be individually classified in accordance
with Section 302.1. The requirements of the IBC code shall apply to each portion
of the building based on the occupancy classification of that space except that the
most _________ applicable provisions of Section 403 and Chapter 9 shall apply to
the building or portion thereof in which the no separated occupancies are located.

A. restrictive
B. convenient
C. lenient
D. none of the above

A - restrictive
508.3.1 Occupancy classification.

How well did you know this?

Not at all

Perfectly

In reference to signage in Covered Mall Buildings. Plastic signs shall not
exceed __________ of the wall area facing the mall.

A. 20 percent
B. 30 percent
C. 40 percent
D. 50 percent

A - 20 percent
402.6.4.1 Area.

How well did you know this?

Not at all

Perfectly

An exit component that is separated from other interior spaces of a building
or structure by fire-resistance-rated construction and opening protectives, and
provides for a protected path of egress travel in a horizontal direction to the exit
discharge or the public way.

A. exit passageway
B. exit enclosure
C. exit access
D. exit discharge

A - exit passageway
CHAPTER 2 DEFINITIONS

How well did you know this?

Not at all

Perfectly

_________________ construction is that type of construction in which the
exterior walls are of noncombustible materials and the interior building elements
are of any material permitted by the code.

A. Type I
B. Type II
C. Type III
D. Type IV

C - Type III
602.3 Type III.

How well did you know this?

Not at all

Perfectly

In reference to Covered Mall Buildings. Anchor building means of egress.
Required means of egress for anchor buildings must be provided
__________________ from the mall means of egress system. The occupant load
of anchor buildings opening into the mall will not be included in determining means
of egress requirements for the mall.

A. within 1000 feet
B. within 500 feet
C. independently
D. within 1500 feet

C - independently
402.8.4.1 Anchor building means of
egress.

How well did you know this?

Not at all

Perfectly

The top surface of footings shall be level. The bottom surface of footings
shall be permitted to have a slope not exceeding one unit vertical in _________
horizontal

A. 20 units
B. 5 units
C. 8 units
D. 10 units

D - 10 units
1809.3 Stepped footings.

How well did you know this?

Not at all

Perfectly

The application of a new protective roof coating over an existing
____________________ is permitted without tear off of existing roof coverings.

A. protective roof coating, mineral or modified bitumen roofing
B. metal roof panel or metal roof shingles
C. built-up roof, surfaced roll roofing, or thermoset and thermoplastic singleply roofing
D. spray polyurethane foam roofing system or spray polyurethane foam
roofing system
E. any of the above

E - any of the above
1511.3.1 Roof recover

How well did you know this?

Not at all

Perfectly

In assemblies used for structural fire resistance and fire-resistance-rated
construction, shaft enclosure penetrations other than those
____________________________________ are not permitted.

A. for heating and cooling
B. necessary communication wiring
C. necessary for alarm systems
D. necessary for the purpose of the shaft

D - necessary for the purpose
of the shaft
713.8.1 Prohibited penetrations.

How well did you know this?

Not at all

Perfectly

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

B - 3/8 inch
1011.5.4 Dimensional uniformity.

How well did you know this?

Not at all

Perfectly

In reference to Covered Mall Buildings. Assembly occupancies with an occupant load of ___________ or more must be so located in the covered mall building that their entrance will be immediately adjacent to a principal entrance to the mall and shall have not less than one-half of their required means of egress opening directly to the exterior of the covered mall building. A. 100 persons B. 500 persons C. 1000 persons D. 1500 persons

**B - 500 persons** 402.8.4 Arrangements of means of egress.

An exterior area for assisted rescue is to be open to the outside air. The sides other than the separation walls must be at least ________ open, and the open area is to be distributed so as to minimize the accumulation of smoke or toxic gases. A. 10 percent B. 30 percent C. 50 percent D. 70 percent

**C - 50 percent** 1009.7.3 Openness

In assemblies used for structural fire resistance and fire-resistance-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

**B - buildings type of construction** 713.3 Materials.

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 fire-resistance-rated construction, flexible ducts and air connectors may not pass through _______________________________. A. any fire rated wall B. any fire rated ceiling C. any fire rated floor D. any fire-resistance-rated assembly E. all of the above

**E - all of the above** 717.7 Flexible ducts and air connectors

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

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

The use of a building or structure, or portion thereof, for educational, supervision or personal care services for more than ______ older than _______ , shall be classified as a Group E occupancy. A. ten children, 2 years of age B. six children, 2 1/2 years of age C. twelve children, 2 years of age D. five children, 2 1/2 years of age

**D - five children, 2 1/2 years of age** 305.2 Day care.

The number of persons for which the means of egress of a building or portion thereof is designed. A. legal group B. public access C. max occupancy D. occupant load

**D - occupant load** CHAPTER 2 DEFINITIONS

Where more than one smoke alarm is required to be installed within an individual dwelling unit or sleeping unit in Group R or I-1 occupancies, the smoke alarms must be _____________________ in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. A. installed B. separated C. transmitted D. interconnected

**D - interconnected** [F] 907.2.10.5 Interconnection.

Guards are required along open-sided walking surfaces, mezzanines, industrial equipment platforms, stairways, ramps and landings which are located more than _________ above the floor or grade below. Exceptions ignored. A. 12 inches B. 24 inches C. 30 inches D. 40 inches

**C - 30 inches** 1015.2 Where required

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

**B - 24 feet** 2109.2.4.4 Wall thickness

The minimum width of exit passageways may not be less than ____________, Exceptions ignored. A. 38 inches B. 44 inches C. 48 inches D. 60 inches

**B - 44 inches** 1028.4.1 Width or capacity.

In assembly seating the aisle width must provide sufficient egress capacity for the number of persons accommodated by the ____________ area served by the aisle. A. building B. seating C. open D. catchment

**D - catchment** 1029.9.2 Aisle catchment area.

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

**B - construction documents** [A]107.3.4.1 Deferred submittals.

In other than dwelling units, toilet and bathing room floor finish materials must have a smooth, hard, nonabsorbent surface and the intersections of such floors with walls must have a smooth, hard, nonabsorbent vertical base that extends upward onto the walls at least ___________. A. 3 inches B. 4 inches C. 5 inches D. 6 inches

**B - 4 inches** 1209.2.1 Floors and wall bases.

If an elevator service in the building provides an accessible route only to the lowest story containing dwelling or sleeping units intended to be occupied as a residence, only the units on that story which are intended to be occupied as a residence are required to be __________ units. A. Type A B. Type B C. Type C D. Type D

**B - Type B** 1107.7.3 Elevator service to the lowest story with units.

A rigid felted thermal insulation board consisting of either felted mineral fiber or cellular beads of expanded aggregate formed into flat rectangular units. A. OSB B. mineral board C. sheetrock D. Celotex

**B - mineral board** Chapter 2, Definitions.

The stopping of plumbing leaks in drains, water, soil, waste or vent pipe provided does not require a permit, however, if any concealed trap, drain pipe, water, soil, waste or vent pipe becomes defective and it becomes necessary to remove and replace the same with new material, such work is to be considered as new work and a permit must obtained and inspections made as provided in the code. A. TRUE B. FALSE

**A - TRUE** [A]105.2 Work exempt from permit. Plumbing (1.)

In assemblies used for structural fire resistance and fire-resistance-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 - 1 hour** 716.3.2.1 Interior fire window assemblies.

In assemblies used for structural fire resistance and fire-resistance-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.

Group A-3 occupancies where the fire area exceeds _____________ will require an automatic sprinkler system. A. 10000 square feet B. 12000 square feet C. 14000 square feet D. 16000 square feet

**B - 12000 square feet** [F]903.2.1.3 Group A-3., 1.

Every room or space that is an assembly occupancy must have the occupant load of the room or space posted in a ______________________, near the main exit or exit access doorway from the room or space. A. illuminated sign holder B. exit sign enclosure C. orderly manner D. conspicuous place

**D - conspicuous place** 1004.9 Posting of occupant load.

Where masonry is used as veneer for a framed chimney, through flashing and ___________ must be provided as required by Chapter 14 of the code. A. rain venting B. insulation C. soldering D. weep holes

**D - weep holes** 2113.10.1 Masonry veneer chimneys.

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

**B - 3 feet** 2113.9 Termination.

Where a building is equipped throughout with an approved automatic sprinkler system in accordance with the code, the fire separation distance will be permitted to be reduced to not less than ___________. A. 10 feet B. 20 feet C. 30 feet D. 40 feet

**B - 20 feet** 1406.11.4.1 Minimum fire separation distance, Exception:

Finely divided solid material that is 420 microns or less in diameter and which, when dispersed in air in the proper proportions, could be ignited by a flame, spark or other source of ignition. A. Combustible Fibers B. Combustible Dust C. Combustible Liquid D. Combustible Film

**B - Combustible Dust** SECTION 202 DEFINITIONS

In buildings constructed in accordance with the provisions of conventional light-frame construction, in exterior walls and bearing partitions, any wood stud is permitted to be cut or notched to a depth not exceeding _______ of its width. Cutting or notching of studs to a depth not greater than _______ of the width of the stud is permitted in nonbearing partitions not supporting loads other than the weight of the partition. A. 40 percent, 25 percent B. 30 percent, 50 percent C. 25 percent, 40 percent D. 35 percent, 50 percent

**C - 25 percent, 40 percent** 2308.5.9 Cutting and notching

Kiosks or similar structures located within a mall are to be provided with ___________________ . A. covered roofs B. approved automatic sprinkler system and detection devices C. location maps indicating where the restrooms are located D. signs posting the hours of the mall

**B - approved automatic sprinkler system and detection devices** 402.6.2 Kiosks.

Adobe building block units may not have a moisture content exceeding _________. A. 10 percent by weight B. 15 percent by weight C. 8 percent by weight D. 4 percent by weight

**D - 4 percent by weight** 2109.3.1.3 Moisture content requirements.

In assemblies used for structural fire resistance and fire-resistance-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

**D - 10 feet** 705.5 Fire-resistance ratings

In assemblies used for structural fire resistance and fire-resistance-rated construction, parapets must have the same fire-resistance rating as that required for the supporting wall, and on any side adjacent to a roof surface, it must have noncombustible faces for the uppermost _________________, including counter flashing and coping materials. A. 18 inches B. 36 inches C. 54 inches D. 72 inches

**A - 18 inches** 705.11.1 Parapet construction.

Interior wall and ceiling finishes are classified in accordance with NFPA 286 and these materials are grouped in the classes in accordance with their _______________________________ indexes. A. thickness and texture B. flame spread and smoke-developed C. modulus of elasticity D. shear wall properties

**B - flame spread and smoke-developed** 803.1.1 Interior wall and ceiling finish materials.

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

In assemblies used for structural fire resistance and fire-resistance-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.

What is the maximum allowable span for ceiling joist of #3 Southern Pine 2X6s spaced 24 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. 10 feet 6 inches B. 11 feet 5 inches C. 12 feet 6 inches D. 13 feet 7 inches

**A - 10 feet 6 inches** Table 2308.7.1(1) Ceiling Joist Spans For Common Lumber Species

A material, device or construction installed to restrict the movement of air within open spaces of concealed areas of building components such as crawl spaces, floor/ceiling assemblies, roof/ceiling assemblies and attics. A. firestop B. draftstop C. smokestop D. damper

**B - draftstop** Chapter 2, Definitions.

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

**D - the IBC Chapter 17** 1903.2 Special inspection.

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

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

In assemblies used for structural fire resistance and fire-resistance-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.

What is the fire resistance rating requirement for the primary structural frame including columns, girders, trusses excluding roof support members in a Type I-B structure? A. 0 hours B. 1 hour C. 2 hours D. 3 hours

**C - 2 hours** TABLE 601 Fire-Resistance Rating Requirements For Building Elements (Hours)

In buildings constructed in accordance with the provisions of conventional light-frame construction studs are to be placed with their wide dimension perpendicular to the wall. Not less than __________ must be installed at each corner of an exterior wall. Exceptions ignored. A. 2 studs B. 3 studs C. 4 studs D. 5 studs

**B - 3 studs ** 2308.5.2 Framing details

The minimum width of each means of egress door opening must be sufficient for the occupant load thereof and provide a clear width of not less than _______ . Exceptions ignored. A. 24 inches B. 32 inches C. 36 inches D. 42 inches

**B - 32 inches** 1010.1.1 Size of doors.

A poured concrete basement wall is 10 feet high and 9.5 inches thick. The lateral backfill soil load is 60 psf. The unbalance backfill height is 4 feet. What is the required re-bar size and spacing. A. #5 at 43" B. #7 at 39" C. #6 at 43" D. Plain Concrete no re-bar required

**D - Plain Concrete no re-bar required** TABLE 1807.1.6.2 Concrete Foundation Walls

Water-resistant gypsum backing board may not be used where there will be direct exposure to __________ or in areas subject to continuous high humidity. A. heat B. water C. air conditioning D. fumes

**B - water** 2509.3 Limitations.

The vertical distance from grade plane to the average height of the highest roof surface. A. story height B. building height C. building dimension D. straight rise

**B - building height** Chapter 2, Definitions.

Assembly Group A occupancy includes, among others, the use of a building or structure, or a portion thereof, for the gathering together of persons for purposes such as _______________________________. A. civic functions B. social functions C. food or drink consumption D. religious functions E. All the above

**E - All the above** 303.1 Assembly Group A

For floors and ceilings through which fireplaces pass the fireblocking of spaces between wood joists, beams or headers must be to a minimum depth of ____ and may only be placed on strips of metal or metal lath laid across the spaces between combustible material and the chimney. A. 1inch B. 2 inches C. 3 inches D. 4 inches

**A - 1inch** 2111.13 Fireplace fireblocking.

Mineral-surfaced roll roofing may not be applied on roof slopes below _________ vertical in 12 units horizontal. A. 1/4 unit B. 1/2 unit C. 1 unit D. 2 units

**C - 1 unit** 1507.6.2 Deck slope

In assemblies used for structural fire resistance and fire-resistance-rated construction, which of the following is not listed as a draftstopping material. A. 0.5-inch gypsum board B. 0.012 aluminum foil C. 0.375-inch particleboard D. 0.375-inch wood structural panel

**B - 0.012 aluminum foil** 718.3.1 Draftstopping materials

Chapter 18 of the IBC (International Building Code) deals with the requirements of _________________. A. exterior walls B. soils and foundations C. preformed floors D. girders

**B - soils and foundations** CHAPTER 18 Soils And Foundations

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

**D - T rating** Chapter 2, Definitions.

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

**C - kitchens** 1207.3 Room area. Exception

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

**D - B or C** 1012.5.2 Headroom.

Any combination of a fire door, frame, hardware, and other accessories that together provide a specific degree of fire protection to the opening. A. fire door assembly B. fire damper C. fire barrier D. fire stop

**A - fire door assembly** Chapter 2, Definitions.

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

**B - 6-mil** 1907.1Minimum Slab Provisions, General

An automatic sprinkler system must be provided for Group A-5 occupancies in accessory use areas in excess of _______________. A. 1000 square feet B. 2000 square feet C. 3000 square feet D. 4000 square feet

**A - 1000 square feet** [F] 903.2.1.5 Group A-5.

Stair riser heights shall be _______ maximum and _______ minimum. Stair tread depths shall be _______ minimum. Exceptions ignored. A. 8 inches, 6 inches, 10 inches B. 7 inches, 6 inches, 12 inches C. 8 inches, 7 inches, 11 inches D. 7 inches, 4 inches, 11 inches

**D - 7 inches, 4 inches, 11 inches** 1011.5.2 Riser height and tread depth.

The space surrounding a chimney lining system or vent installed within a masonry chimney shall be allowed to contain the installation of a separate flue lining used to vent another appliance or fireplace. A. This is True B. This is False

**A - This is True** 2113.14 Multiple flues.

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.

The minimum thickness of hardboard siding c on the exterior of a building is __________________. A. 0.25 inches B. 0.5 inches C. 3 inches D. 4 inches

**A - 0.25 inches** Table 1404.2 Minimum Thickness Of Weather Coverings

The face of an exit sign illuminated from an external source shall have an intensity of not less than ___________________. A. 1 foot-candle B. 3 foot-candles C. 5 foot-candles D. 8 foot-candles

**C - 5 foot-candles** 1013.6.2 Exit sign illumination.

In assemblies used for structural fire resistance and fire-resistance-rated construction, ducts and air transfer openings of fire barriers must be protected with _________________, A. non-flammable materials B. listed fire dampers C. materials that will not burn through D. firestops

**B - listed fire dampers** 717.5.2 Fire barriers.

In assemblies used for structural fire resistance and fire-resistance-rated construction, where required in the code, doors in smoke partitions must be _____________________________________________. A. a minimum of 24 inches wide B. made of non-combustible material C. self-closing or automatic-closing D. steel or wood with a gypsum core.

**C - self-closing or automatic-closing** 710.5.2.3 Self- or automatic-closing doors

Permit fees are not refunded unless: A. The applicant changes his mind on starting the project. B. The permit is rejected. C. The building official is authorized to establish a refund policy. D. The applicant has just cause for a refund.

**C - The building official is authorized to establish a refund policy** [A]109.6 Refunds.

Guards must be provided where appliances, equipment, fans, roof hatch openings or other components that require service are located within ________ of a roof edge or open side of a walking surface and such edge or open side is located more than _______ above the floor, roof or grade below. A. 10 feet, 48 inches B. 8 feet, 30 inches C. 8, 24 inches D. 10 feet, 30 inches

**D - 10 feet, 30 inches** 1015.6 Mechanical equipment, systems and devices.

Artificial light must be provided that is adequate to provide an average illumination of _____ over the area of the room at a height of _____ above the floor level. A. 5 foot-candles, 24 inches B. 10 foot-candles, 30 inches C. 10 foot-candles, 6 inches D. 30 foot-candles, 10 inches

**B - 10 foot-candles, 30 inches** 1204.3 Artificial light

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 - violation** [A]111.4 Revocation

The building official has the authority to authorize ___________________________ the building, structure or system regulated by the code and the codes referenced in case of emergency where necessary to eliminate an immediate hazard to life or property. A. property seizures of B. disconnection of utility service to C. warrants to the owner of D. an order for extreme prejudice to the owner of

**B - disconnection of utility service to** [A]112.3 Authority to disconnect service utilities.

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

Parapet walls shall be properly coped with noncombustible, weatherproof materials of a width _______________. A. of 8 inches minimum B. no less than the thickness of the parapet wall C. of 12 inches minimum D. none of these

**B - no less than the thickness of the parapet wall** 1503.3 Coping.

Assembly areas with less than ___________ and which are accessory to another occupancy are not assembly occupancies. A. 250 square feet B. 500 square feet C. 750 square feet D. 1000 square feet

**C - 750 square feet** 303.1.2 Small assembly spaces.

The ground immediately adjacent to the foundation must be sloped away from the building at a slope of not less than one unit vertical in _________ horizontal for a minimum distance of _____ feet measured perpendicular to the face of the wall. A. 20 units, 10 feet B. 10 units, 20 feet C. 20 units, 30 feet D. 30 units, 20 feet

**A - 20 units, 10 feet** 1804.4 Site grading.

What is the minimum net thickness (inches) of lumber applied to a floor and placed perpendicular to supports 24 inches o.c.? The lumber has been surfaced dry. A. 25/32 inch B. 5/8 inch C. 7/8 inch D. 3/4 inch

**D - 3/4 inch** Table 2304.8(1) Allowable Spans For Lumber Floor And Roof Sheathing

Wood framing members, including wood sheathing, which rest on exterior foundation walls and are less than ____ from exposed earth must be of naturally durable or preservative-treated wood. A. 1 inch B. 6 inches C. 8 inches D. 12 inches

**C - 8 inches** 2304.12.1.2 Wood supported by exterior foundation walls.

A listed device, installed in ducts and air transfer openings, designed to close automatically upon detection of heat, to interrupt migratory airflow, and to restrict the passage of flame. Fire dampers are classified for use in either static systems that will automatically shut down in the event of a fire, or in a dynamic system that continues to operate during a fire. A dynamic fire damper is tested and rated for closure under airflow. A. fire block B. fire damper C. fire barrier D. fire stop

**B - fire damper** Chapter 2, Definitions.

Combustible framing must be not less than ______________ nominal, but may not be less than the distance specified in Sections 2111 and 2113 and the International Mechanical Code, from flues, chimneys and fireplaces, and 6 inches away from flue openings. A. 6 inches B. 4 inches C. 3 inches D. 2 inches

**D - 2 inches** 2304.5 Framing around flues and chimneys.

If a self-service storage facility has 300 individual self-storage spaces how many accessible self-storage facilities are required. A. 1 space B. 5 spaces C. 12 spaces D. 16 spaces

**C - 12 spaces** Table 1108.3 Accessible Self-Service Storage Facilities: 10, plus 2% of total number of units over 200: 10 + .02x(300- 200) =12

In buildings constructed in accordance with the provisions of conventional hardboard siding applied directly to the studs must be nailed a minimum of _________ oc. A. 8 B. 10 C. 16 D. 24

**C - 16** Table 2308.6.3(5) Hardboard Siding

What is the minimum required depth of footings below the undisturbed ground surface? A. 6 inches B. 8 inches C. 10 inches D. 12 inches

**D - 12 inches** 1809.4 Depth and width of footings.

A "phased approval" permit for the foundation or other parts of a building or structure may proceed at the __________ risk with the building operation and without assurance that a permit for the entire structure will be granted. A. holders B. owners C. contractors D. building officials

**A - holders** [A]107.3.3 Phased approval

Guards for open-sided walking surfaces for occupancies in Group R-3 not more than three stories above grade in height and within individual dwelling units in occupancies in Group R-2 not more than three stories above grade in height with separate means of egress, required guards may not be less than 36 inches in height measured ______________ above the adjacent walking surfaces or adjacent fixed seating. A. horizontally B. at a 90 degree angle C. diagonally D. vertically

**D - vertically** 1015.3 Height. Exceptions 1.

What is the allowable area of a single story Group A-1 building of Type IIB Construction equipped throughout with an automatic sprinkler system? A. 17,500 square feet B. 18,500 square feet C. 34,000 square feet D. 70, 000 square feet

**C - 34,000 square feet** TABLE 506.2a, b ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET

107. In buildings constructed in accordance with the provisions of conventional light-frame construction a hole not greater in diameter than ________ of the stud width is permitted to be bored in any wood stud. Bored holes not greater than ________ of the width of the stud are permitted in nonbearing partitions or in any wall where each bored stud is doubled, provided not more than two such successive doubled studs are so bored. A. 25 percent, 40 percent B. 30 percent, 40 percent C. 40 percent, 60 percent D. 50 percent, 75 percent

**C - 40 percent, 60 percent** 2308.5.10 Bored holes.

In conventional light-frame construction, where roof trusses are used and are installed perpendicular to an exterior braced wall line, lateral forces must be transferred from the roof diaphragm to the braced wall by blocking of the ends of the trusses or by other approved methods providing equivalent lateral force transfer. Blocking is required to be a minimum of ______________ nominal in thickness and equal to the depth of the truss at the wall line. A. 1 inch B. 2 inches C. 3.5 inches D. 4 inches

**B - 2 inches** 2308.6.7.2 Top plate connection

What is the required separation of occupancies (hours) between a Group A and Group M? The Buildings are equipped throughout with an automatic sprinkler system. A. 1hour B. 2 hours C. 3 hours D. NP (Not Permitted)

**A - 1hour** TABLE 508.4 Required Separation Of Occupancies (Hours)

A building permit issued will become invalid unless the work on the site authorized by the permit is commenced within ____________ after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of ______________ after the time the work is commenced. The building official is authorized to grant, in writing, one or more extensions of time, for periods not more than ____________ each. A. 180 days, 180 days, 180 days B. 365 days, 180 days, 180 days C. 270 days, 2 years, 2 years D. 2 years, 2 years, 180 days

**A - 180 days, 180 days, 180 days** [A]105.5 Expiration.

The building official is authorized to issue a temporary certificate of occupancy before the completion of the entire work covered by the permit, provided that such portion or portions ________________________. A. completely finished B. approved by the owner, contractor and building official. C. have no exposed electrical connections. D. shall be occupied safely

**D - shall be occupied safely** [A]111.3 Temporary occupancy.

A fire-resistance-rated wall assembly of materials designed to restrict the spread of fire in which continuity is maintained. A. fire block B. fire damper C. fire barrier D. fire stop

**C - fire barrier** Chapter 2, Definitions

Where drinking fountains are required, no fewer than ___________ drinking fountains must be provided. Exceptions ignored. A. one B. two C. three D. four

**B - two** 1109.5.1 Minimum number

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 rebar 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

Inlets to masonry chimneys must enter from the side and have a ________ of fireclay, rigid refractory material or metal that will prevent the connector from pulling out of the inlet or from extending beyond the wall of the liner. A. funnel B. fire door C. vent D. thimble

**D - thimble** 2113.17 Inlet

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.

The construction documents filed when applying for a permit must include ______________________________ that provides supporting documentation that any proposed penetration and opening in the exterior wall envelope by equipment described in the construction documents maintain the weather resistance of the exterior wall envelope. A. engineering calculations and approval stamps B. manufacturer’s installation instructions C. all UL listed systems used in the building D. detail drawing done by an licensed design professional

**B - manufacturer’s installation instructions** [A]107.2.4 Exterior wall envelope.

In assemblies used for structural fire resistance and fire-resistance-rated construction, where fire shutters of the rolling type are installed, such shutters must include approved _________________ devices. A. fire blocking system B. smoke detection C. automatic-closing D. temperature triggering

**C - automatic-closing** 716.2.8 Rolling fire shutters.

The minimum slope for lapped, nonsoldered seam metal roofs without applied lap sealant shall be __________ vertical in 12 units horizontal. A. 2 units B. 3 units C. 4 units D. 5 units

**B - 3 units** 1507.4.2 Deck slope.

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

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

With respect to masonry fireplaces, cleanout openings, located within foundation walls below fireboxes, when provided, must be equipped with ________________________ and frames constructed to remain tightly closed, except when in use. A. ferrous metal or masonry doors B. glass doors C. aluminum metal or masonry doors D. any of these

**A - ferrous metal or masonry doors** 2111.3.1 Ash dump cleanout.

The area of a nonsprinklered, one story group F-2 or S-2 building is not limited when the building is surrounded and adjoined by public ways or yards not less than _________ in width. A. 36 feet B. 40 feet C. 60 feet D. 100 feet

**C - 60 feet** 507.3 Nonsprinklered, one story.

Mirrors and other glass panels mounted or hung on a surface that provides a ______________ support is not considered hazardous location. A. perimeter frame B. bottom and top C. hinged D. continuous backing

**D - continuous backing** 2406.1 Human impact loads. Exception

n a Group H-5 classified facility, what is the occupancy hazard classification of service corridors as it applies to design criteria? A. Extra Hazard Group 2 B. Ordinary Hazard Group 2 C. Ordinary Hazard Group 3 D. Ordinary Hazard Group 1

**B - Ordinary Hazard Group 2** [F] TABLE 903.2.5.2 Group H-5 Sprinkler Design Criteria

In assemblies used for structural fire resistance and fire-resistance-rated construction, in combustible construction, _________________ must be installed to cut off concealed draft openings (both vertical and horizontal) to form an effective barrier between floors, between a top story and a roof or attic space. A. insulation B. sheet metal C. fireblocking D. sheet rock

**C - fireblocking** 718.2 Fireblocking.

It is unlawful for any person, firm or corporation to _____________________________________________ any building, structure or equipment regulated by the code, or cause same to be done, in conflict with or in violation of any of the provisions of the code. A. erect or construct B. alter C. extend, repair, or move D. remove, demolish or occupy E. All of the Above

**E - All of the Above** [A]114.1 Unlawful acts.

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 - Fire Protection Rating** Chapter 2, Definitions.

Where a maximum one-story above grade plane Group S-2 parking garage, enclosed or open, or combination thereof, of Type I construction or open of Type IV construction, with grade entrance, is provided under a building of Group R, the number of stories to be used in determining the minimum type of construction shall be measured from _________________________________. A. the grade plane B. the floor below such a parking area C. the floor above such a parking area D. the average flood plane plus 20 feet.

**C - the floor above such a parking area** 510.4 Parking beneath Group R

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.

A wood structural panel that is a mat-formed product composed of thin rectangular wood strands or wafers arranged in oriented layers. A. plywood B. oriented strand board C. plycore D. particle board

**B - oriented strand board** Chapter 2, Definitions.

Unsafe structures must be ______________________________________, as the building official deems necessary and as provided for in this section. A vacant structure that is not secured against entry shall be deemed unsafe. A. imploded B. immediately removed without exception C. seized by the federal government and sold to the highest bidder. D. taken down and removed or made safe

**D - taken down and removed or made safe** [A]116.1 Conditions.

Nursing homes must be equipped with ______________________ in corridors. Exceptions ignored A. a manual fire alarm system B. a manual emergency lighting system C. a voice alarm system D. an automatic smoke detection system

**D - an automatic smoke detection system** [F] 907.2.6.2 Group I-2

No person may make connections from a utility, source of energy, fuel or power to any building or system that is regulated by the code for which a permit is required, _____________________________________ A. until released by the building official. B. until released by the public utility. C. until the contractor, electrician, plumber or other professional in charge of the applicable utilization equipment approves. D. until a reasonable person deems it to be safe.

**A - until released by the building official.** [A]112.1 Connection of service utilities.

Occupiable spaces, habitable spaces and corridors are required to have a ceiling height of not less than _______________ above the finished floor. Exceptions excluded. A. 8 feet B. 7 feet 6 inches C. 7 feet D. 6 feet 8 inches

**B - 7 feet 6 inches** 1207.2 Minimum ceiling heights.

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

**B - 2500 pounds per square inch** ACI 318 Section 1.1.1

Stairways must have handrails _____________. Exceptions ignored. A. on each side B. on the right side going down C. on the right side going up D. on the left side going down

**A - on each side** 1011.11 Handrails.

Wood walls and bearing partitions may not support more than __________ and a roof unless an analysis satisfactory to the building official shows that shrinkage of the wood framing will not have adverse effects on the structure or any plumbing, electrical or mechanical systems, or other equipment installed therein due to excessive shrinkage or differential movements caused by shrinkage. A. one floor B. two floors C. three floors D. four floors

**B - two floors** 2304.3.3. Shrinkage.

Class III standpipe fire control systems must be installed throughout buildings where the floor level of the lowest story is located more than _________ below the highest level of fire department vehicle access. Exceptions ignored. A. 10 feet B. 20 feet C. 30 feet D. 40 feet

**C - 30 feet** [F] 905.3.1 Height. 3,

A building is 57 feet wide and 121 long. What is the gross area of the building? A. 5000 sf B. 7367 sf C. 6897 sf D. none of these

**C - 6897 sf** Area = Width X Length 57X121=6897

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

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.

Buildings of Group R-1 containing not more than __________________ for rent or hire that are also occupied as the residence of the proprietor are not required to be accessible. A. 3 sleeping units B. 5 sleeping units C. 10 sleeping units D. 15 sleeping units

**B - 5 sleeping units** 1103.2.11 Residential Group R-1.

What is the maximum span for a Southern Pine #1 2x12, floor joist, in a residential sleeping area, with a dead load of 20 psf? The joists are spaced 19.2" OC. A. 21 feet 2 in B. 17 feet 5 in C. 21 feet 6 in D. 17 feet 8 in

**B - 17 feet 5 in** TABLE 2308.4.2.1(1) Floor Joist Spans For Common Lumber Species (Residential Sleeping Areas, Live Load = 30 Psf, L/ = 360)

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

**B -100 feet** 1013.1 Where required

For the purposes of submitting an application for a building permit, deferred submittals are defined as those portions of the design that are not submitted at the time of the application and that are to be submitted to the building official within _______________________. A. a reasonable period of time. B. 180 days. C. the time period of the permit. D. a specified period

**D - a specified period** [A]107.3.4.1 Deferred submittals.

Arenas, Skating rinks, Swimming pools & Tennis courts are examples of what Group of Occupancy. A. A-2 B. A-3 C. A-4 D. A-5

**C - A-4** 303.1 Assembly Group A.

A listed device installed in a ceiling membrane of a fire-resistance-rated floor/ceiling or roof/ceiling assembly to limit automatically the radioactive heat transfer through an air inlet/outlet opening. A. draft block B. draft stop C. ceiling radiation damper D. fire stop

**C - ceiling radiation damper** Chapter 2, Definitions.

One of the specifications that the label on fire-retardant-treated lumber and wood structural panels must contain is _____________________________. A. the installation instructions B. the nailing schedule C. the maximum allowable span D. the method of drying after treatment

**D - the method of drying after treatment** 2303.2.4 Labeling.

A building is 250 feet wide and 400 long. What is the gross area of the building? A. 10,000 sf B. 25,000 sf C. 40,000 sf D. 100,000 sf

**D - 100,000 sf** Area = Width X Length 250X400=100000

A plain masonry basement wall is 7 feet high . The lateral backfill soil load is 60 psf. The unbalance backfill height is 7 feet. What is the minimum required wall thickness and the type of wall required. A. 8" Hollow B. 10 Hollow C. 10" Solid D. 8" Solid

**C - 10" Solid** TABLE 1807.1.6.3(1) Plain Masonry Foundation Walls

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

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)

**D - gross leasable area of the covered mall building (excluding anchor buildings)** 402.8.2.1 Occupant formula.

An 1100 square foot room requires ventilation, what is the minimum openable area to the outdoors required to provide ventilation? A. 20 square feet B. 34 square feet C. 44 square feet D. 60 square feet

**C - 44 square feet** 1202.5.1 Ventilation area required. 1100sf X .04 = 44sf

For interior exit stairways and ramps serving as an exit component in a means of egress system ___________________________ the fire barrier other than the fire door assembly are prohibited. Exceptions ignored A. exit signs placed near B. smoke alarms placed near C. fire extinguishers placed near D. openings in and penetrations of

**D - openings in and penetrations of** SECTION 1023 Interior Exit Stairways And Ramps,

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

The capacity, in inches, of means of egress components other than stairways is to be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of ____________ per occupant. A. 0.1 inch B. 0.2 inch C. 0.5 inch D. 1.0 inch

**B - 0.2 inch** 1005.3.2 Other egress components.

What is the minimum thickness face-to-face required for a wall constructed from solid wallboard partition one full-length layer 1/2 inch type x gypsum wallboard laminated to each side of 1 inch full-length v-edge gypsum coreboard with approved laminating compound. Vertical joints of face layer and coreboard staggered at least 3 inches, to have a fire resistance rating of 2 hours? A. 2 inches B. 2.5 inches C. 3 inches D. 3.5 inches

**A - 2 inches** TABLE 721.1(2) Rated Fire-Resistance Periods For Various Walls And Partitions Item 9-1.1

Controls, operating mechanisms and hardware intended for operation by the occupant, including switches that control lighting and ventilation and electrical convenience outlets, in accessible spaces, along accessible routes or as parts of accessible elements shall be accessible. However, operable parts that are intended for use only by _______________________ are not required to be accessible. A. employees B. the general public C. special care individuals D. service or maintenance personnel

**D - service or maintenance personnel** 1109.13 Controls, operating mechanisms and hardware. Exceptions 1.

Any person who shall continue any work after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, is _____________________________ A. subject to seizure of property B. subject to loss of permit C. subject fines and or imprisonment D. subject to penalties as prescribed by law.

**D - subject to penalties as prescribed by law.** [A]115.3 Unlawful continuance.

Posts or columns. Posts or columns supporting permanent structures and supported by a concrete or masonry slab or footing that is in direct contact with the earth must be of _______________ or preservative-treated wood. Exceptions ignored. A. Fir B. Cedar C. Redwood D. naturally durable

**D - naturally durable** 2304.12.2.2 Posts or columns.

Accessory religious educational rooms and religious auditoriums with occupant loads of less than _________ are not considered separate occupancies. A. 50 persons B. 75 persons C. 100 persons D. 200 persons

**C - 100 persons** 303.1.4 Accessory to places of religious worship

Where a fireplace opening is 6 square feet or larger, the hearth extension must extend at least _______ in front of, and at least _________ beyond, each side of the fireplace opening. A. 10 inches , 8 inches B. 16 inches , 8 inches C. 20 inches , 12 inches D. 24 inches , 12 inches

**C - 20 inches , 12 inches** 2111.11 Hearth extension dimensions.

Which of the following is not required to be included in the construction documents for structural concrete construction? A. The magnitude and location of prestressing forces. B. The specified strength or grade of reinforcement. C. Name and location of the concrete mixing plant. D. Stressing sequence for post tensioning tendons.

**C - Name and location of the concrete mixing plant.** 1901.5 Construction documents.

What color are manual fire alarm boxes required to be? A. yellow, orange or red B. orange C. red D. white and red

**C - red** [F] 907.4.2.3 Color.

In lieu of an individual permit for each alteration to an already approved electrical, gas, mechanical or plumbing installation, the building official is authorized to issue a(an) ______________ to any person, firm or corporation regularly employing one or more qualified trades persons in the building, structure or on the premises owned or operated by the applicant for the permit. A. annual permit. B. temporary certificate of occupancy C. waiver of permit D. expert permit exemption

**A - annual permit.** [A] 105.1.1 Annual permit.

Not less than ______________ of solid masonry must be provided for bearing at girder supports at the top of hollow masonry unit foundation walls. A. 3 inches B. 4 inches C. 5 inches D. 6 inches

**B - 4 inches** 1807.1.6.3 Masonry foundation walls. 9.

An opening that passes through an entire assembly. A. through penetration B. wall penetration C. ceiling penetration D. membrane penetration

**A - through penetration** Chapter 2, Definitions.

The minimum thickness of gypsum sheathing is _______________ with a maximum wall stud spacing of ______________. A. 5/8 inch, 16 inches on center B. 5/8 inch, 24 inches on center C. .1/2 inch, 24 inches on center D. .1/2 inch, 16 inches on center

**D - 1/2 inch, 16 inches on center** TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING

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

Class III standpipe fire control systems must be installed throughout buildings where the floor level of the highest story is located more than _____________ above the lowest level of fire department vehicle access. Exceptions ignored. A. 10 feet B. 20 feet C. 30 feet D. 40 feet

**C - 30 feet** [F] 905.3.1 Height. 2

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

**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

For reinforcement used in shotcrete construction the maximum size of reinforcement shall be ________ bars unless it is demonstrated by preconstruction tests that adequate encasement of larger bars will be achieved. A. No. 5 B. No. 8 C. No. 10 D. No. 14

**A - No. 5** 1908.4.1 Size.

In passenger transportation facilities and airports, the accessible route from separate-sex toilet rooms to a unisex toilet room may not pass through ________________. A. hallways B. cafeterias C. terminal waiting areas D. security checkpoints

**D - security checkpoints** 1109.2.1.5 Prohibited location.

Used materials and equipment can not be used, unless the materials used meet the requirements of the code for new materials and they are approved by the building official. A. TRUE B. FALSE

**A - TRUE** [A] 104.9.1 Used materials and equipment.

Fiberboard wall insulation applied on the exterior of foundation walls must be protected below ground level with a ___________________. A. bituminous coating B. waterproof film C. cement based coating D. preservative

**A - bituminous coating** 2303.1.6.3.1 Protection.

In Type IV Construction interior walls and partitions with not less than ____________________ or heavy timber complying with other areas of the code is permitted. A. 1/2 -hour fire-resistance rating B. 1-hour fire-resistance rating C. 2-hour fire-resistance rating D. 2-1/2-hour fire-resistance rating

**B -1-hour fire-resistance rating** 602.4 Type IV.

Approval as a result of an inspection may be construed to be an approval of a violation of the provisions of the code or of other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the code or of other ordinances of the jurisdiction are valid. A. This statement as written is True to the Code. B. This statement as written is False to the Code.

**B - This statement as written is False to the Code.** [A] 110.1 General.

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 - uplift forces** 2304.10.7 Framing requirements.

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.

In assemblies used for structural fire resistance and fire-resistance-rated construction, windows in smoke partitions shall be sealed to resist the free passage of smoke or be ___________________ upon detection of smoke. A. closed B. glassed C. automatic-closing D. sealed by shutters

**C - automatic-closing** 710.5.1 Windows. .

In assemblies used for structural fire resistance and fire-resistance-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

**C- ASTM E 136** 703.5.1 Elementary materials.

An exterior air outlet is permitted to be located in the back or sides of the firebox chamber or within ________ of the firebox opening on or near the floor. The outlet shall be closable and designed to prevent burning material from dropping into concealed combustible spaces. A. 24 inches B. 36 inches C. 48 inches D. 60 inches

**A - 24 inches** 2111.14.6 Outlet

The aggregate clear egress width of the mall in either a covered or open mall building may not be less than ______________________. A. 20 feet B. 24 feet C. 36 feet D. 40 feet

**A - 20 feet** 402.8.1.1 Minimum width.

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 fireresistance-rated construction A. 5 feet B. 8 feet C. 12 feet D. 10 feet

**D - 10 feet** 1028.4.2 Construction and openings.

A-2 Assembly uses intended for food and/or drink consumption including, but not limited to: A. Courtrooms, Dance halls (not including food or drink consumption) Exhibition halls B. Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters C. Banquet halls, Night clubs, Restaurants, Taverns and bars D. Amusement arcades, Art galleries, Bowling alleys, Churches, Community halls

**C - Banquet halls, Night clubs, Restaurants, Taverns and bars** 303.1 Assembly Group A2

In general, not noting exceptions, the unlatching of any door leaf shall not require more than ________ . Exceptions ignored. A. 1 operation B. 2 operations C. 3 operations D. 4 operations

**A - 1 operation** 1010.1.9.6 Unlatching.

The clear space between a handrail and a wall or other surface shall be a minimum of _____. A. 1 inches B. 1.5 inches C. 2 inches D. 2.5 inches

**B - 1.5 inches** 1014.7 Clearance..

Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies _________________. A. is not allowed B. must be double glazed C. is considered a hazardous location installation D. must be unbreakable

**C - is considered a hazardous location installation** 2406.4.1 Glazing in doors.

In buildings constructed in accordance with the provisions of conventional light-frame construction bearing partitions perpendicular to joists may not be offset from supporting girders, walls or partitions ___________________ unless such joists are of sufficient size to carry the additional load. A. 12 inches B. 24 inches C. more than twice the joist depth D. more than the joist depth

**D - more than the joist depth** 2308.4.5 Joists supporting bearing partitions

Where interior glazing is installed adjacent to a walking surface, the differential deflection of two adjacent unsupported edges may not be greater than the thickness of the panels when a force of 50 pounds per linear foot is applied horizontally to one panel at any point up to _________ above the walking surface. A. 24 inches B. 36 inches C. 42 inches D. 48 inches

**C - 42 inches** 2403.4 Interior glazed areas.

In assemblies used for structural fire resistance and fire-resistance-rated construction, fire-protection-rated glazing is permitted in fire doors having a __________ fire protection rating intended for installation in fire barriers, where limited to 100 square inches. A. 11/2-hour B. 1-hour C. 2-hour D. 21/2-hour

**A - 11/2-hour** 716.2.5.1.2.2 Fire barriers.

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 NormalWeight Concrete

Handrail-gripping surfaces must be continuous, without interruption by _______________ or other obstructions. Exceptions ignored. A. newel posts B. brackets C. pencil sharpeners D. door knobs

**A - newel posts** 1014.4 Continuity.

Mercantile Group M. Mercantile Group M occupancy includes, among others, buildings and structures or a portion thereof, for the display and sale of merchandise, and involves stocks of goods, wares or merchandise incidental to such purposes and _________________________. A. is accessible to the public B. private storage areas C. is for employee use only D. no one admitted

**A - is accessible to the public** 309.1 Mercantile Group M.

Where used in monolithic glazing systems are used in sloped glazing and skylights, heat-strengthened glass and fully tempered glass shall have screens installed __________ the glazing material. Exceptions ignored. A. inside B. above C. below D. within

**C - below** 2405.3 Screening.

Glazing where the bottom exposed edge of the glazing is less than ______________ above the plane of the adjacent walking surface of stairways, landings between flights of stairs, and ramps is considered to be a hazardous location. A. 38 inches B. 48 inches C. 60 inches D. 72 inches

**C - 60 inches** 2406.4.6 Glazing adjacent to stairs and ramps.

In reference to signage within Covered Mall Buildings. Plastic signs may not exceed a height of 36 inches, except if the sign is vertical, the height may not exceed _______ and the width may not exceed 36 inches. A. 120 inches B. 96 inches C. 72 inches D. 60 inches

**B - 96 inches** 402.6.4.2 Height and width.

305.1 Educational Group E. Educational Group E occupancy includes, among others, the use of a building or structure, or a portion thereof, by six or more persons at any one time for educational purposes through the ______________. A. 8th Grade B. 12th Grade C. College D. Vocational School

**B - 12th Grade ** 402.6.4.2 Height and width.

Construction or work which requires a permit is subject to inspection by the ________________ and such construction or work must remain visible and accessible for inspection purposes until approved. A. building official B. building inspector C. general contractor D. design professional

**A - building official** [A] 110.1 General.

Flashing must be installed in such a manner so as to prevent _____________ water entering the wall and roof through joints in copings, through moisture-permeable materials and at intersections with parapet walls and other penetrations through the roof plane. A. dust B. water C. rodents D. bird

**B - water** 1503.2 Flashing.

Porches and decks which are enclosed with insect screening must be provided with guards where the walking surface is located more than _____________ above the floor or grade below. A. 30 inches B. 36 inches C. 42 inches D. 48 inches

**A - 30 inches** 1015.5 Screen porches.

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 - 2 hours, 1 hour** 1023.2 Construction Fire-resistance rating

Handrail assemblies and guards must be designed to resist a load of __________. Exceptions ignored. A. 25 pounds per linear foot B. 50 pounds per linear foot C. 75 pounds per linear foot D. 100 pounds per linear foot

**B - 50 pounds per linear foot** 1607.8.1 Handrails and guards.

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

**C - 24 inches** 1507.18.4.2 Ice barrier.

The minimum glazing class for 9 square feet of glass in a storm door is ____________. A. Class I B. Class II C. Class III D. Class IV

**A - Class I ** Table 2406.2(1) Minimum Category Classification Of Glazing Using Cpsc 16 Cfr 1201

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.

**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.

Every landing shall a minimum dimension measured parallel to the direction of travel, equal to the width of the stairway or ____________, whichever is less. A. 48 inches B. 60 inches C. 72 inches D. 84 inches

**A - 48 inches** 1011.6 Stairway landings

Clay flue chimney liners must be carried up vertically, with a maximum slope no greater than ___________ from the vertical. A. 10 degrees B. 20 degrees C. 30 degrees D. 45 degrees

**C - 30 degrees** 2113.12 Clay Flue lining (installation).

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 - 4 inches** 1015.4 Opening limitations.

Connections depending on joist hangers or framing anchors, ties and other mechanical fastenings not otherwise covered _______________. A. are not permitted B. are only permitted if they are stainless or galvanized steel C. are permitted where approved D. are permitted only on HT type construction

**C - are permitted where approved** 2304.10.3 Joist hangers and framing anchors.

In assemblies used for structural fire resistance and fire-resistance-rated construction, where the fire wall intersects the exterior walls, the fire-resistance rating for the exterior walls on both sides of the fire wall shall have a 1-hour fireresistance rating with 3/4-hour opening protection where opening protection is required. The fire-resistance rating of the exterior wall shall extend a minimum of _____________ on each side of the intersection of the fire wall to exterior wall. A. 2 feet B. 4 feet C. 6 feet D. 8 feet

**B - 4 feet** 706.5.1 Exterior walls. 1.

When the building official issues a permit, the construction documents are approved, in writing or by stamp, as ______________________. A. Approved B. Reviewed for Code Compliance. C. Conditionally Approved D. Authorization to Begin Work

**B - Reviewed for Code Compliance** [A]107.3.1 Approval of construction documents.

A basement is considered as a story above grade plane where the finished surface of the floor above the basement is: A. More than 6 feet above grade plane B. More than 6 feet above the finished ground level for more than 50 percent of the total building perimeter C. More than 12 feet above the finished ground level at any point. D. A or C E. Any of the above

**D - A or C** Chapter 2, Definitions. Grade Plane

Ballasted non-penetrating systems are to be designed and installed only on roofs with slopes not more than ________________________________. A. one unit vertical in 12 units horizontal. B. two unit vertical in 12 units horizontal. C. three unit vertical in 12 units horizontal. D. six unit vertical in 12 units horizontal.

**A - one unit vertical in 12 units horizontal.** 1613.3.Ballasted, Roof-Mounted Photovoltaic Panel Systems

In reference to Covered Mall Buildings. Mechanical rooms, electrical rooms, building service areas are permitted to open directly into exit passageways provided that the exit passageway is separated from such rooms with ________________________________________ A. not less than 2-hour fire-resistance-rated walls and minimum fire protection rating of openings in the fire barriers of 2-hours B. not less than 1.5 -hour fire-resistance-rated walls and minimum fire protection rating of openings in the fire barriers of 1.5 -hours C. not less than 1-hour fire-resistance-rated walls and minimum fire protection rating of openings in the fire barriers of 1-hour automatic opening doors. D. not less than 1-hour fire-resistance-rated walls and minimum fire protection rating of openings in the fire barriers of 1-hour

**D - not less than 1-hour fireresistance-rated walls and minimum fire protection rating of openings in the fire barriers of 1-hour** 402.8.7 Service areas fronting on exit passageways.

A reinforced 12" masonry foundation wall is 10 feet high. The lateral backfill soil load is 45 psf. The unbalance backfill height is 7 feet. What is the required rebar size and spacing. A. #4 at 48" B. #6 at 48" C. #6 at 72" D. #4 at 72"

**C - #6 at 72"** TABLE 1807.1.6.3(4) 12-Inch Masonry Foundation Walls With Reinforcement

On graded sites, the top of any exterior foundation must extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of ___________________. A. 8 inches plus 2 percent B. 12 inches plus 2 percent C. 12 inches plus 50 percent D. 16 inches plus 2 percent

**B -12 inches plus 2 percent** 1808.7.4 Foundation elevation.

The building official is personally liable for any damage to persons or property as a result of any act or by reason of an act or omission in the discharge of official duties. A. TRUE B. FALSE

**B - FALSE** [A] 104.8 Liability.

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

**B - maximum area of 300 square feet** 402.6.2 Kiosks. 4.

Buildings and structures erected or to be erected, altered or extended in height or area shall be classified in one of the _________ construction types as defined in the code. A. four B. five C. six D. seven

**B - five** 602.1 General.

Horizontal sliding or swinging gates exceeding the _____________ maximum leaf width limitation are allowed in fences and walls surrounding a stadium. A. 5 foot B. 3.5 foot C. 4 foot D. 4.5 foot

**C - 4 foot** 1010.2 Gates. Exception

In buildings constructed in accordance with the provisions of conventional light-frame construction trimmer and header joists must be doubled, or of lumber of equivalent cross section, where the span of the header exceeds ______________. A. 4 feet B. 5 feet C. 6 feet D. 7 feet

**A - 4 feet** 2308.4.4 Framing around openings.

The building official is authorized to issue a permit for the construction of foundations or any other part of a building or structure before the construction documents for the whole building or structure have been submitted, provided that adequate information and detailed statements have been filed complying with pertinent requirements of the code. The IBC calls this kind of approval _______________________. A. Pre-approval B. Conditional approval C. Temporary approval D. Phased approval.

**D - Phased approval.** [A]107.3.3 Phased approval.

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.

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

**C - 1 hour** 1009.7.2 Separation

A vertical assembly of materials designed to restrict the spread of fire in which openings are protected. A. fire door assembly B. fire partition C. fire barrier D. fire stop

**B - fire partition** Chapter 2, Definitions.

In buildings constructed in accordance with the provisions of conventional light-frame construction tail joists over 12 feet long must be supported at the header by framing anchors or on ledger strips not less than ____________________. A. 2 inches by 4 inches B. 2 inches by 2 inches C. 4 inches by 4 inches D. 1 inches by 4 inches

**B - 2 inches by 2 inches** 2308.4.4 Framing around openings.

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.

Built-in tubs with showers must have ______________ joints between the tub and adjacent wall. A. water resistant B. sealed C. waterproof D. caulked

**C - waterproof** 1209.2.4 Waterproof joints.

Which of the following is true to the IBC? A. The IBC is authorized to suspend or revoke a permit issued under the provisions of the code wherever the permit is issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any The IBC is authorized to suspend or revoke a permit issued under the provisions of the code wherever the permit is issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of the code. B. The building official is authorized to suspend or revoke a permit issued under the provisions of the code wherever the permit is issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of the code. C. The UBC is authorized to suspend or revoke a permit issued under the provisions of the code wherever the permit is issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of the code. D. The APA is authorized to suspend or revoke a permit issued under the provisions of the code wherever the permit is issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of the code.

B. The building official is authorized to suspend or revoke a permit issued under the provisions of the code wherever the permit is issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of the code. [A]105.6 Suspension or revocation.

In assemblies used for structural fire resistance and fire-resistance-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

**B -1-hour** 709.3 Fire-resistance rating.

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

**D - 36 inches** 1030.4.1 Minimum size.

Places of religious worship are classified as ___________ occupancies. A. A-1 B. A-2 C. A-3 D. A-4

**C - A-3** 303.1 Assembly Group A-3

Building, structures and parts thereof shall be designed and constructed in accordance with strength design, load and _______________________, allowable stress design, empirical design or conventional construction methods, as permitted by the applicable material chapters. A. interpretative analysis B. soil bearing methods C. lateral vertical load factors D. resistance factor design

**D - resistance factor design** 1604.1 General.

Light-transmitting plastics are permitted for glazing in shower stalls, shower doors, bathtub enclosures and similar accessory units. Safety glazing must be provided in accordance with _____________. A. Chapter 24 B. Chapter 30 C. Chapter 36 D. Chapter 42

**A - Chapter 24** 2606.9 Bathroom accessories.

What is the maximum allowable travel distance between fire extinguishers for Class A fire hazards in a extra high hazard occupancy setting? A. 35 feet B. 50 feet C. 75 feet D. 100 feet

**C - 75 feet** [F]TABLE 906.3(1) Fire Extinguishers For Class A Fire Hazards

What is the fire resistance rating requirement for nonbearing walls and partitions interior in a type III-B structure? A. 0 hours B. 1 hour C. 2 hours D. 3 hours

**A - 0 hours** TABLE 601 Fire-Resistance Rating Requirements For Building Elements (Hours)

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)

**B - two units vertical in 12 units (2:12)** 1507.18 Building-integrated photovoltaic roof panels.1507.18.2 Deck slope.

In assemblies used for structural fire resistance and fire-resistance-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.

The building official, _____________________ will make the inspections set forth in Sections 109.3.1 through 109.3.10. A. at random intervals B. on a daily basis C. upon seeing a violation D. upon notification

**D - upon notification** [A]110.3 Required inspections.

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

**B - 44 inches** 1030.3 Maximum height from floor.

A 6-mil polyethylene ___________________ with joints lapped not less than 6 inches is required between the base course or subgrade and the concrete floor slab, or other approved equivalent methods or materials must be used to retard vapor transmission through the floor slab. A. moisture barrier B. seal C. vapor retarder D. ground cover

**C - vapor retarder** 1907.1 General.

In other than dwelling units, toilet and bathing room floors are required to have a smooth, hard, ______________ surface that extends upward onto the walls at least 6 inches. A. tile B. concrete C. wood or tile D. nonabsorbent

**D - nonabsorbent** 1209.2.1 Floors and wall bases.

In buildings constructed in accordance with the provisions of conventional light-frame construction in seismic design category A the buildings are limited to a maximum of ______ above grade. A. 1 stories B. 2 stories C. 3 stories D. 4 stories

**C - 3 stories** Table 2308.2.1

Bleachers, grandstands, and folding and telescopic seating , that are not building elements, shall comply with _________. A. ICC 300 B. ICC 400 C. ICC 500 D. ICC 600

**A - ICC 300** 1029.1.1 Bleachers.

The area included within surrounding exterior walls (or exterior walls and fire walls) exclusive of vent shafts and courts. Areas of the building not provided with surrounding walls shall be included in the building area if such areas are included within the horizontal projection of the roof or floor above. A. lot area B. basement C. building area D. building space

**C - building area** Chapter 2, Definitions.

What is the maximum allowable travel distance between fire extinguishers for Class A fire hazards in a light or low hazard occupancy setting? A. 250 feet B. 50 feet C. 75 feet D. 100 feet

**C - 75 feet** [F]TABLE 906.3(1) Fire Extinguishers For Class A Fire Hazards

In assemblies used for structural fire resistance and fire-resistance-rated construction, ducts and air transfer openings. Ducts and air transfer openings shall _____________ fire walls. Exceptions ignored. A. not penetrate B. be sealed from air escape in C. be fireblocked in D. be of non-combustible materials in

**A - not penetrate** 706.11 Ducts and air transfer openings.

In high-rise buildings automatic sprinkler systems must be tested every ____________ Exceptions ignored. A. year B. 2 years C. 5 years D. 10 years

**D - 10 years** [F] 901.6.2.1 High-rise buildings.

In assemblies used for structural fire resistance and fire-resistance-rated construction, shaft 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. 3 hours, 1.5 hours C. 3 hours, 2 hours D. 4 hours, 2 hours

**A - 2 hours, 1 hour** 713.4 Fire-resistance rating.

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 - one-half** 1005.7.1 Doors.

A wall designed to resist lateral forces parallel to the plane of a wall. A. Braced wall B. Cripple wall C. Vertical wall D. Shearwall

**D - Shearwall** Chapter 2, Definitions.

Door handles, pulls, latches, locks and other operating devices shall be installed ______ minimum and ______ maximum above the finished floor. A. 30 inches , 40 inches B. 34 inches, 48 inches C. 34 inches, 42 inches D. 36 inches, 48 inches

**B - 34 inches, 48 inches** 1010.1.9.2 Hardware height.

In buildings constructed in accordance with the provisions of conventional light-frame construction, wall studs must support the ends of the header. Each end of a lintel or header must have a length of bearing of not less than __________ for the full width of the lintel. A. 1 inch B. 1-1/2 inches C. 2 inches D. 3 inches

**B - 1-1/2 inches** 2308.5.5.1 Openings in exterior bearing walls.

Masonry shall not be supported on ____________________. Exceptions ignored. A. wood girders or other forms of wood construction B. concrete girders or other forms of concrete construction C. steel girders or other forms of steel construction D. masonry girders or other forms of masonry construction

**A - wood girders or other forms of wood construction** 2104.1.1 Support on wood.

The building official has the authority to require tests as evidence of compliance to be made at no expense to the jurisdiction. A. The test methods must be designed by an architect. B. The test methods must be UL Listed. C. The test methods must be as specified in the code or by other recognized test standards. D. The test methods must be newly proven.

**C - The test methods must be as specified in the code or by other recognized test standards.** [A] 104.11.2 Tests.

If an egress court serving a building or portion thereof is less than 10 feet in width, the egress court walls must have not less than __________ fire-resistancerated construction A. 20-minute B. 1/2-hour C. 1-hour D. 2-hour

**C - 1-hour** 1028.4.2 Construction and openings.

Wood Structural I panel grade roof sheathing 5/8 inch thick is used on a roof with the strength axis parallel to the supports. All panels span over two or more supports. The span between framing members is 24 inches o.c. What is the total maximum allowable load in per square foot (live load plus dead load) A. 30 pounds per square foot B. 40 pounds per square foot C. 50 pounds per square foot D. 80 pounds per square foot

**D - 80 pounds per square foot** Table 2304.8(5) Allowable Load (Psf) For Wood Structural Panel Roof Sheathing Continuous Over Two Or More Spans And Strength Axis Parallel To Supports

In conventional light-frame construction in Seismic Design Categories A, B or C, the spacing of braced wall lines may not exceed ____________ in both the longitudinal and transverse directions in each story. A. 28 feet B. 32 feet C. 35 feet D. 40 feet

**C - 35 feet** TABLE 2308.6.1a WALL BRACING REQUIREMENTS

Class C roof assemblies are those that are effective against _______________. A. light fire-test exposure B. moderate fire-test exposure C. extreme fire-test exposure D. no fire-test exposure

**A - light fire-test exposure**

In assemblies used for structural fire resistance and fire-resistance-rated construction, fire walls shall extend from the foundation to a termination point at least _____________ above both adjacent roofs. Exceptions Ignored. A. 10 inches B. 20 inches C. 30 inches D. 40 inches

**C - 30 inches** 706.6 Vertical continuity.

Class III standpipe fire control systems must be installed throughout buildings where _______________. Exceptions ignored. A. any of the stories are above or below grade plane B. two or more stories are above or below grade plane C. three or more stories are above or below grade plane D. four or more stories are above or below grade plane

**D - four or more stories are above or below grade plane** [F] 905.3.1 Building height.

Yards may not be less than ________ in width for buildings two stories or less above grade plane. A. 3 feet B. 5 feet C. 8 feet D. 10 feet

**A - 3 feet** 1205.2 Yards.

The unobstructed width of pedestrian walkways shall not be less than _____. The total width shall not exceed _____. A. 32 inches, 24 feet B. 36 inches, 30 feet C. 42 inches, 25 feet D. 44 inches, 30 feet

**B - 36 inches, 30 feet** 3104.8 Width.

A Prison is an example of what type of Group Occupancy Classification? A. A-1 Group Occupancy B. I-1 Group Occupancy C. I-2 Group Occupancy D. I-3 Group Occupancy

**D. I-3 Group Occupancy** 308.4 Group I-3.

For detached structures accessory to occupancies in Group R-3, such as garages, utility buildings or other unheated facilities a vapor barrier _______ mil thick is required. A. 2 B. 3 C. 6 D. no vapor barrier is required

**D - no vapor barrier is required** 1907.1 General. Exceptions 1.

In heavy timber construction, sawn or glued-laminated plank floors may not extend closer than ___________ to walls. These ________ spaces shall be covered by a molding fastened to the wall either above or below the floor and arranged such that the molding will not obstruct the expansion or contraction movements of the floor. A. 1/2 inch, 1/2 inch B. 1/4 inch, 1/4 inch C. 1 inch, 1 inch D. 3/4 inch, 3/4 inch

**A - 1/2 inch, 1/2 inch** 2304.11.3.2 Sawn or glued-laminated plank floors.

As related to means of egress, doors, when fully opened, must not reduce the required clear width by more than ______________ . A. 6 inches B. 7 inches C. 12 inches D. 14 inches

**B - 7 inches** 1005.7.1 Doors.

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.

**C - of public service agencies by established right.** A]105.2.3 Public service agencies.

Walls within 2 feet of urinals and water closets are required to have a smooth, hard, nonabsorbent surface, to a height of _____________ above the floor, and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. Exceptions not considered. A. 2 feet B. 3 feet C. 4 feet D. 5 feet

**C - 4 feet** 1209.2.2 Walls and partitions.

Areas of refuge must be provided with ______________________________________ complying with the code. A. a clear hallway 66 inch minimum in width B. a two-way communication system C. a emergency first aid station D. a fire extinguishing tools cabinet

**B - a two-way communication** 1009.6.5 Two-way communication system

The building official has the authority to authorize the temporary connection of the building or system to the utility source of _______________________. A. energy, fuel or power. B. telephone C. cable D. communications lines.

**A - energy, fuel or power.** [A]112.2 Temporary connection.

A listed device that senses visible or invisible particles of combustion. A. smoke detector B. smoke alarm C. nuisance alarm D. thermal detector

**A - smoke detector** Chapter 2, Definitions

Panic hardware is not required on gates surrounding stadiums where such gates are under constant immediate supervision while the public is present, and further provided that safe dispersal areas based on _______________ are located between the fence and enclosed space. A. 1 square feet per occupant B. 2 square feet per occupant C. 3 square feet per occupant D. 4 square feet per occupant

**C - 3 square feet per occupant** 1010.2 Gates. Exception 1008.2.1 Stadiums

In buildings constructed in accordance with the provisions of conventional light-frame construction bearing and exterior wall studs are to be capped with double top plates installed to provide overlapping at corners and at intersections with other partitions. End joints in double top plates must be offset at least _________ inches, and be nailed with not less than eight 16d face nails be nailed in accordance with Table 2304.10.1 on each side of the joint. Exception ignored. A. 24 inches B. 36 inches C. 48 inches D. 60 inches

**C - 48 inches** 2308.5.3.2 Top plates.

In food service lines that require accessibility, where self-service shelves are provided, at least _________ , but not less than one, of each type provided shall be accessible. A. 10 percent B. 25 percent C. 35 percent D. 50 percent

**D - 50 percent** 1109.12.4 Food service lines.

A space within a building enclosed by smoke barriers on all sides, including the top and bottom. A. fire block B. smoke compartment C. smoke block D. smoke barrier

**B - smoke compartment** Chapter 2, Definitions.

Group A-3 occupancies where the fire area has an _____________________ will require an automatic sprinkler system. A. occupant load of 100 or more B. occupant load of 200 or more C. occupant load of 300 or more D. occupant load of 400 or more

**C - occupant load of 300 or more** [F] 903.2.1.3 Group A-3. 2

For open roof valleys (valley lining exposed) lined with metal, the valley lining must be not less than ______________ wide and of any of the corrosionresistant metals in Table 1507.2.9.2. A. 16 inches B. 20 inches C. 24 inches D. 28 inches

**C - 24 inches** 1507.2.8.2 Valleys. 1.

Over openings in exterior bearing walls where allowed, single-member wood headers of nominal 2-inch thickness are to be framed with a single flat 2- inch-nominal member or wall plate not less in width than the wall studs ______________________________. A. on the top the header B. on the bottom of the header C. on the top and bottom of the header D. none of the above

**C - on the top and bottom of the header** 2308.5.5.1 Openings in exterior bearing walls.

Thresholds at doorways shall not exceed _________ in height above the finished floor or landing for sliding doors serving dwelling units or ___________ inch above the finished floor or landing for other doors. A. 1/4 inch, 1/2 inch B. 1/2 inch, 1/4 inch C. 3/4 inch, 1/2 inch D. 1inch, 1/2 inch

**C - 3/4 inch, 1/2 inch** 1010.1.7 Thresholds.

To obtain a building permit, the applicant must first file an application in writing on a form furnished by the department of building safety for that purpose. The application does not require which of the following items. A. Indicate the use and occupancy for which the proposed work is intended. B. State the valuation of the proposed work. C. Be signed by the applicant, or the applicant's authorized agent. D. Identify and describe the work to be covered by the permit for which application is made. E. None of the above items.

E. None of the above items. [A]105.3 Application for permit. The application requires all of these items and more. Double negative.

Cement used to produce concrete shall comply with_______________________. A. CPI, Section 801.90 B. ACI 318 C. NACA 318.90 D. CIA, Section 405

**B - ACI 318** 1903.1 General

In assemblies used for structural fire resistance and fire-resistance-rated construction, approved fire door and fire shutter assemblies are to be constructed of ______________ or assembly of component materials that conforms to the test requirements of the fire resistance and fire-resistance-rated construction outline in the code. A. any material B. steel C. treated wood D. aluminum

**A - any material** 716.5 Fire door and shutter assemblies

Interior exit stairways and ramps serving as an exit component in a means of egress system shall be enclosed and ____________________________________. Exceptions ignored. A. may serve as intermediate stairways and ramp for different floor levels B. shall be constructed of concrete and steel. C. shall lead directly to the exterior of the building D. none of these

**C - shall lead directly to the exterior of the building** 1023.1 General Interior exit stairways.

If research reports required with supporting data, are necessary to assist in the approval of materials or assemblies not specifically provided for in the code, they must consist of valid research reports from ____________ sources. A. approved B. building design professional C. university D. agency

**A - approved** [A] 104.11.1 Research reports.

The following are all required inspections except: A. Frame inspection. B. Footing and foundation inspection. C. Final inspection. D. Concrete slab and under-floor inspection. E. Contractor license documents.

**E - Contractor license documents.** [A]110.3 Required inspections.

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

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

**C - re-enter** 1028.1 General.

Any tower, spire, dome or cupola that exceeds ______________ in height above the highest point at which it comes in contact with the roof, or that exceeds ______________ in area at any horizontal section, or which is intended to be used for any purpose other than a belfry or architectural embellishment, must be entirely constructed of and supported by noncombustible materials. A. 40 feet, 1200 square feet B. 100 feet, 300 square feet C. 60 feet, 200 square feet D. 30 feet, 100 square feet

**C - 60 feet, 200 square feet** 1510.5.1 Noncombustible construction required.

The area of any covered mall building, including anchor buildings, of Type I, II, III and IV construction, shall not be limited provided the anchor buildings do not exceed ____________________. A. two stories above grade plane B. three stories below grade plane C. four stories above grade plane D. three stories above grade plane

**D - three stories above grade plane** 402.4.1.1 Area and types of construction.

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.

Untreated wood is permitted to be used where such wood is continuously and entirely below the ground-water level or submerged in fresh water. A. This is a True statement B. This is a False statement

**A - This is a True statement** 2304.12.3 Wood in contact with the ground or freshwater. Exception

Handrail height, measured above stair tread nosings, or finish surface of ramp slope must be uniform, not less than ____ and not more than ____. Exceptions ignored. A. 34 inches, 38 inches B. 36 inches, 42 inches C. 30 inches, 40 inches D. 32 inches, 40 inches

**A - 34 inches, 38 inches** 1014.2 Height.

Crawl spaces are required to be provided with a minimum of one access opening not less than _________________________. A. 22 inches by 24 inches B. 22 inches by 30 inches C. 18 inches by 24 inches D. 18 inches by 30 inches

**C - 18 inches by 24 inches** 1208.1 Crawl spaces.

______________________ 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.

Balconies, galleries or press boxes having a seating capacity of _______ or more located in a building, room or space used for assembly purposes must have at least two means of egress provided, with one from each side of every balcony, gallery or press box and at least one leading directly to an exit. A. 25 seats B. 50 seats C. 75 seats D. 100 seats

**B - 50 seats** 1029.5 Interior balcony and gallery means of egress.

In a covered mall building, there must be a minimum of ________ clear exit width to a height of 8 feet between any projection of a tenant space bordering the mall and the nearest kiosk, vending machine, bench, display opening, food court or other obstruction to means of egress travel. A. 8 feet B. 10 feet C. 12 feet D. 14 feet

**B - 10 feet** 402.8.1.1 Minimum width.

Automatic fire-extinguishing systems must be automatically actuated and provided with a manual means of actuation. Where more than one hazard could be simultaneously involved in fire due to their proximity, all hazards must be protected by ___________________________ to protect all hazards that could become involved. A. a single system designed B. multiple systems designed to be redundant C. multiple systems, but only if the are designed to operate independently D. none of the above

**A - a single system designed** [F] 904.3.2 Actuation.

If it is necessary to make an inspection to enforce the provisions of the code, or where the building official has _____________________ to believe that there exists in a structure or upon a premises a condition which is contrary to or in violation of the code which makes the structure or premises unsafe, dangerous or hazardous, the building official is authorized to enter the structure or premises at _____________________ to inspect or to perform the duties imposed by the code, provided that if such structure or premises be occupied that credentials be presented to the occupant and entry requested. A. no reason, any time B. a warrant, surprise times C. reasonable cause, within 24 hrs. D. reasonable cause, reasonable times

**D - reasonable cause, reasonable times** [A] 104.6 Right of entry.

A manual fire alarm system and an automatic fire detection system must be installed in Group I occupancies. An automatic smoke detection system must be provided in_________________________________. Exceptions ignored. A. all rooms over 1000 square ft. B. in accordance with Sections 907.2.6.1 and 907.2.6.2 C. every intersection of hallways D. every dead end hallway

**B - in accordance with Sections 907.2.6.1 and 907.2.6.2** [F] 907.2.6 Group I.

What is the Rated Fire-Resistance Period for a hollow brick wall, not filled, that is 3.4 inches thick? A. 4 hours B. 3 hours C. 2 hours D. 1 hour

**C - 2 hours** TABLE 721.1(2) Rated Fire-Resistance Periods For Various Walls And Partitions, 269 Item number 1-1.2

Combustible framing around flues and chimneys must be a minimum of not less than___________, from flues, chimneys and fireplaces and __________ away from flue openings, but shall not be less than the distance specified in other sections of this code and the International Mechanical Code. A. 1 inch, 2 inches B. 2 inches, 6 inches C. 6 inches, 12 inches D. 6 inches, 6 inches

**B - 2 inches, 6 inches** 2304.5 Framing around flues and chimneys.

Type I and II construction are those types of construction in which the building elements are of _________________________ materials. A. combustible B. water resistant C. noncombustible D. mineral based

**C - noncombustible** 602.2 Types I and II.

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

**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

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

**B - ACI 318** 1901.3 Anchoring to concrete.

Exit signs are not required in ________________ in occupancies in Group I-3. A. sleeping rooms B. conference areas C. office areas D. hallways

**A - sleeping rooms** 1013.1 Where required. Exceptions 4

Rooms or spaces having a floor area larger than ________ , containing a refrigerant evaporator and maintained at a temperature below 68°F, shall have access to not less than two exits or exit access doors. A. 500 square feet B. 1000 square feet C. 1500 square feet D. 2000 square feet

**B - 1000 square feet** 1006.2.2.3 Refrigerated rooms or spaces.

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.

Any tower, spire, dome or cupola that exceeds 60 feet in height above the highest point at which it comes in contact with the roof, or that exceeds 200 square feet in area at any horizontal section, or which is intended to be used for any purpose other than a belfry or architectural embellishment, must be entirely constructed of and supported by noncombustible materials and must be separated from the building below by construction having a fire-resistance rating of not less than ________ hours. rating. A. 1-1/2 hours B. 2 hours C. 2-1/2 hours D. 1 hours

**A - 1-1/2 hours** 1510.5.1 Noncombustible construction required

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

**C - 50 percent** 1010.1.4.1.1 Egress component

What is the shear capacity for horizontal wood framed gypsum board diaphragm ceiling assemblies for 1/2 material with framing members 16 in oc? A. 70 pounds per linear foot B. 80 pounds per linear foot C. 90 pounds per linear foot D. 100 pounds per linear foot

**C - 90 pounds per linear foot** Table 2508.5 Shear capacity for horizontal wood framed gypsum board diaphragm ceiling assemblies

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.

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

**D -10 feet** 1009.7.2 Separation.

A courtroom is an example of what classification of occupancy. A. A-3 B. A-1 C. I-2 D. I-3

**A - A-3** Section 303.4 Assembly Group A

The required width of egress courts shall be unobstructed to a height of __________ feet. A. 7 B. 8 C. 10 D. 12

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

In assemblies used for structural fire resistance and fire-resistance-rated construction, exterior walls with a horizontal fire separation distance greater than _____________, the joint system is required to be tested for interior fire exposure only. A. 20 feet B. 15 feet C. 10 feet D. 5 feet

**D - 5 feet** 715.3 Fire test criteria

An automatic sprinkler system shall be provided for all enclosed Group A-5 accessory use areas in excess of ___________________________. A. 500 square feet B. 750 square feet C. 1,000 square feet D. 2,000 square feet

**C - 1,000 square feet** [F] 903.2.1.5 Group A-5.

Clay flue chimney liners must extend from a point not less than ______________ below the lowest inlet or, in the case of fireplaces, from the top of the smoke chamber, to a point above the enclosing walls. A. 6 inches B. 8 inches C. 12 inches D. 16 inches

**B - 8 inches** 2113.12 Clay Flue lining (installation).

What is the maximum number of occupants allowed in a bowling center in bowling areas? A. 7 net, persons for each lane B. 5 persons for each lane including 15 feet of runway C. no limit D. 15 gross, persons for each lane

**B - 5 persons for each lane including 15 feet of runway** Table 1004.5 Maximum Floor Area Allowances Per Occupant

In reference to Covered Mall Buildings. Anchor building means of egress. The path of egress travel of malls may not exit through anchor buildings. Malls terminating at an anchor building where no other means of egress has been provided shall be considered as a _____________________. A. valid means of egress B. dead-end mall C. low volume egress point D. main entrance and egress

**B - dead-end mall** 402.8.4.1 Anchor building means of egress.

Time limitation of application. An application for a permit for any proposed work will be deemed to have been abandoned ____________ after the date of filing, unless such application has been pursued in good faith or a permit has been issued; except that the building official is authorized to grant one or more extensions of time for additional periods not exceeding 90 days each. A. 180 days B. 365 days C. 270 days D. 2 years

**A - 180 days** [A]105.3.2 Time limitation of application.

What interior wall and ceiling class finish is required in non-sprinklered exit enclosures and exit passageways of a Group I-3 occupancy? A. Class A finish B. Class B finish C. Class C finish D. Unclassified finish

**A - Class A finish** TABLE 803.13 Interior Wall And Ceiling Finish Requirements By Occupancy

Unless structural support and anchorage are provided to resist the overturning moment, the center of gravity of projecting masonry or molded cornices shall lie within the ________________ of the supporting wall. A. bottom one-third B. bottom one-half C. middle one-third D. top one-third

**C - middle one-third** 2104.2.1 Molded cornices.

If a masonry fireplace is constructed as part of masonry or concrete wall, combustible materials may not be in contact with the masonry or concrete walls less than _________ from the inside surface of the nearest firebox lining. A. 10 inches B. 18 inches C. 12 inches D. 30 inches

**C - 12 inches** 2111.12 Fireplace clearance. Exceptions: 2

In reference to Covered Mall Buildings. Fire-resistance-rated separation _________ required between tenant spaces and the mall. A. is not B. of 1 Hr. is C. of 2 Hr. is D. of 3 Hr. is

**A - is not** 402.4.2 Fire-resistance-rated separation..

The fireblocking of spaces between wood joists, beams or headers must be ________________ or be placed on strips of metal or metal lath laid across the spaces between combustible material and the chimney. A. self-supporting B. cemented in place C. spaced at least 1" from combustible materials D. screwed in place

**A - self-supporting** 2113.20 Chimney fireblocking.

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 - 4 accessible spaces** TABLE 1106.1 ACCESSIBLE PARKING SPACES

Sheathing nails or other approved sheathing connectors shall be driven so that their head or crown __________ the surface of the sheathing. A. penetrates B. is flush with C. is counter sunk into D. split

**B - is flush with** 2304.10.2 Sheathing fasteners.

A Single Family Home is and example of what occupancy group? A. R-1 occupancy group B. R-2 occupancy group C. R-3 occupancy group D. R-4 occupancy group

**C - R-3 occupancy group** 310.1 Residential Group R.

The period of time a building element, component or assembly maintains the ability to confine a fire, continues to perform a given structural function, or both, as determined by the tests, or the methods based on tests, prescribed in Section 703. A. flame spread rating B. smoke rating C. fire spread time D. fire resistance rating

**D - fire resistance rating** D. fire resistance rating

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

**B - B** 304.1 Business Group B

What is the required separation of occupancies (hours) between a Group A1 and Group H-5? The Buildings are not equipped throughout with an automatic sprinkler system. A. 1 B. 2 C. 3 D. Not Permitted

**D - Not Permitted** TABLE 508.4 Required Separation Of Occupancies (Hours)

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.

An open parking garage with an IIA type of construction is limited in area to how many square feet? A. 50000 square feet B. 60000 square feet C. 70000 square feet D. 80000 square feet

**A - 50000 square feet** TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT

What is the fire resistance rating requirement for floor construction and secondary members in a type III-B structure? A. 0 hours B. 1 hour C. 2 hours D. 3 hours

**A - 0 hours** TABLE 601 Fire-Resistance Rating Requirements For Building Elements (Hours)

In reference to Covered Mall Buildings. An attached garage for the storage of passenger vehicles having a capacity of not more than __________________ and open parking garages shall be considered as a separate building where it is separated from the covered mall building by a fire barrier having a fire-resistance rating of at least _______________. A. ten persons, 1 hours B. twelve persons, 2 hours C. nine persons, 2 hours D. ten persons, 2 hours

**C - nine persons, 2 hours** 402.4.2.3 Parking garages.

An area where persons unable to use stairways can remain temporarily to await instructions or assistance during emergency evacuation. A. balcony B. area of refuge C. fire escape D. fire room

**B - area of refuge** CHAPTER 2 DEFINITIONS

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.

What is the minimum thickness face-to-face required for a wall constructed from solid gypsum plaster, studless with 1/2 inch full-length plain gypsum lath and perlite or vermiculite gypsum plaster each side, to have a fire resistance rating of 2 hours. A. 2 inches B. 2.5 inches C. 3 inches D. 3.5 inches

**B - 2.5 inches** TABLE 721.1(2) Rated Fire-Resistance Periods For Various Walls And Partitions, Item 6-2.2

In assemblies used for structural fire resistance and fire-resistance-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 buildings constructed in accordance with the provisions of conventional light-frame construction floor, attic and roof framing with a nominal depth-tothickness ratio greater than or equal to 5:1 must have one edge held in line for the ______________. A. 50 % of the span B. entire span C. length of the building D. length of the cantilever

**B - entire span** 2308.4.6 Lateral support

What is the minimum allowable thickness for a fireplace hearth? A. 3 inches B. 4 inches C. 6 inches D. 8 inches

**B - 4 inches** 2111.10.1 Hearth thickness.

In reference to the LIB bracing method, the LIB stands for what? A. Linear-Integral-Bracing B. Linear-In Line-Bracing C. Lateral-Internal-Bracing D. Let-in-Bracing

**D - Let-in-Bracing** Table 2308.6.3(1) Bracing Methods

An accessible route is not required between site arrival points and the building or facility entrance if the only means of access between them is a vehicular way not providing for ______________________. A. employee access B. emergency access C. pedestrian access D. motorized access

**C - pedestrian access** 1104.1 Site arrival points. Exception 1

Fireplace smoke chamber walls must be constructed of solid masonry units, hollow masonry units grouted solid, stone or concrete. The total minimum thickness of front, back and sidewalls is ____________ of solid masonry. A. 8 inches B. 12 inches C. 14 inches D. 6 inches

**A - 8 inches** 2111.9 Smoke chamber walls.

Stairways that are part of the means of egress for the exterior area for assisted rescue must provide a minimum clear width of ___________________ between handrails A. 36 inches B. 40 inches C. 44 inches D. 48 inches

**D - 48 inches** 1009.7.4 Stairways

A 3-second gust wind velocities 100 mph wind load is equivalent to ____________ allowable stress design wind speeds. A. 110 mph B. 105 mph C. 90 mph D. 78 mph

**D - 78 mph** Table 1609.3.1 Wind Speed Conversions

Chimney flues may not be smaller in area than the area of the connector from the appliance. Chimney flues connected to more than one appliance shall not be less than the area of the largest connector plus _____________ of the areas of additional chimney connectors. Exceptions ignored. A. 50 percent B. 75 percent C. 100 percent D. 125 percent

**A - 50 percent** 2113.15 Flue area (appliance).

In commercial cooking operations __________________________ must be installed in commercial kitchen exhaust hood and duct system. A. an explosion proof fan B. a fire extinguisher C. an automatic sprinkler system D. a smoke and carbon dioxide detector

**C - an automatic sprinkler system** [F] 903.2.11.5 Commercial cooking operations.

What is the allowable shear (pounds per foot) for wood structural panel shear walls with framing of Douglas-fir-larch, or southern pine for wind or seismic loading for 7/16 Structural I Sheathing applied directly to the framing fastened with 4 inch spacing at the perimeter of the panels with 1.5" 16 gage staples into the framing. A. 200 B. 260 C. 395 D. 505

**B - 260** TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING

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.

**D - within the next working business day to the building official.** [A]105.2.1 Emergency repairs.

What is the maximum number of occupants per 200 gross square feet allowed in a commercial kitchen? A. 1 occupant for each 200 gross square feet. B. 2 occupant for each 200 gross square feet. C. 3 occupant for each 200 gross square feet. D. 4 occupant for each 200 gross square feet.

**A - 1 occupant for each 200 gross square feet.** TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

A-1 Assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pictures including, but not limited to: A. Courtrooms, Dance halls (not including food or drink consumption) Exhibition halls B. Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters C. Banquet halls, Night clubs, Restaurants, Taverns and bars D. Amusement arcades, Art galleries, Bowling alleys, Churches, Community halls

**B- Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters** 303.1 Assembly Group A-1.

What is the minimum curing time between the first and second cement plaster coat in exterior applications. A. 24 Hours B. 36 Hours C. 48 Hours D. 60 Hours

**C - 48 Hours** TABLE 2512.6 CEMENT PLASTERS

This Type of Construction is that in which the exterior walls are of noncombustible materials and the interior building elements are of solid wood, laminated wood, heavy timber (HT) or structural composite lumber (SCL) without concealed spaces. A. Type III B. Type IV C. Type V D. Type VI

**B - Type IV** 602.4 Type IV.

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

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

The aggregate floor area enclosed and bounded by fire walls, fire barriers, exterior walls or fire-resistance-rated horizontal assemblies of a building. A. fire compartment B. fire area C. fire rescue area D. fire plane area

**B - fire area** Chapter 2, Definitions.

Where masonry chimneys are constructed as part of masonry or concrete walls, combustible materials shall not be in contact with the masonry or concrete wall less than _________ from the inside surface of the nearest flue lining. A. 2 inches B. 6 inches C. 12 inches D. 18 inches

**C - 12 inches** 2113.19 Chimney clearances. Exception. 2

______________ roof assemblies are those that are effective against severe fire test exposure. A. Class A B. Class B C. Class C D. Nonclassified

**A - Class A** 1505.2 Class A roof assemblies.

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

**C - 0.25 unit vertical in 12 units horizontal** 1010.1.5 Floor elevation.

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

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

Combustible materials is 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.

**B - This is a false statement as to the IBC.** 603.1 Allowable materials.

Fire-retardant-treated lumber and wood structural panels must be ___________. A. UL Listed B. labeled C. factory applied D. used in Class A construction

**B - labeled** 2303.2.4 Labeling.

An enclosed space extending through one or more stories of a building, connecting vertical openings in successive floors, or floors and roof. A. atrium B. shaft C. stairwell D. chute

**B - shaft** Chapter 2, Definitions.

Factory Industrial Moderate-Hazard Occupancy. Factory industrial uses which are not classified as Factory Industrial _______ shall be classified as __________. A. F-1 Low Hazard, F-2 Moderate Hazard B. F-2 Low Hazard, F-3 Moderate Hazard C. F-2 Low Hazard, F-1 Moderate Hazard D. F-4 Low Hazard, F-5 Moderate Hazard

**C - F-2 Low Hazard, F-1 Moderate Hazard** 306.2 Factory Industrial F-1

What is the maximum allowable span for floor joist of #2 Southern Pine 2X6s spaced 16 inches o.c. in residential sleeping areas, live load = 30 psf, L/D = 360, dead load = 10 psf? A. 10 feet 3 inches B. 12 feet 5 inches C. 11 feet 10 inches D. 8 feet 9 inches

**A - 10 feet 3 inches** Table 2308.4.2.1(1) Floor Joist Spans For Common Lumber Species

If a Type A, Group R-2 housing unit has 54 sleeping units, what is the minimum total number of required accessible units that are required to be accessible to the handicapped, with or without roll-in showers? A. 2 accessible units B. 4 accessible units C. 6 accessible units D. 8 accessible units

**B - 4 accessible units** TABLE 1107.6.1.1 Accessible Dwelling Units And Sleeping Units

Fire department glass access panels are to be made of ____________ glass. A. double strength B. tempered C. shatterproof D. beveled

**B - tempered** 2406.5 Fire department access panels.

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.

What interior wall and ceiling class finish is required in sprinklered rooms and enclosed spaces of a Group A-4 occupancy? A. Class A finish B. Class B finish C. Class C finish D. Unclassified finish

**C - Class C finish** TABLE 803.9 Interior Wall And Ceiling Finish Requirements By Occupancy

The time period that the through-penetration firestop system limits the spread of fire through the penetration when tested in accordance with ASTM E 814 or UL 1479. A. A rating B. C rating C. F rating D. T rating

**C - F rating** Chapter 2, Definitions.

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 is 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

**E - A and C** 705.2 Projections.

Cleaning establishments that utilize a liquid solvent having a flash point at or above 200°F (93°C) has what group occupancy classification. A. Group H Class IIIA Combustible Liquid B. Group H, but shall be classified as the occupancy that they most nearly resemble. C. Group H, Class IA Combustible Liquid D. Group H, Class IIIB Combustible Liquid

**B - Group H, but shall be classified as the occupancy that they most nearly resemble.** B Group H, but shall be classified as the occupancy that they most nearly resemble.

The ends of wood girders entering exterior masonry or concrete walls must be provided with a ________________________, unless naturally durable or preservative-treated wood is used. A. 1 inch clear air space on top, sides and end B. intentional on the end C. tightly caulked top, sides and end D. 1/2-inch air space on top, sides and end

**D - 1/2-inch air space on top, sides and end** 2304.12.2.1 Girder ends.

Appeals of orders, decisions or determinations made by the building official relative to the application and interpretation of the code, are handled by ____________________. A. an oversight commission B. a special investigation commission C. a panel of independent inspectors D. a board of appeals

**D - a board of appeals** [A]113.1 General. Board of Appeals

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

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

In assemblies used for structural fire resistance and fire-resistance-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 - most restrictive** 706.1 General.

In assemblies used for structural fire resistance and fire-resistance-rated construction, combustible framing in fire walls. Adjacent combustible members entering into a concrete or masonry fire wall from opposite sides shall not have less than a __________ distance between embedded ends. Exceptions ignored. A. 4 inch B. 12 inch C. 20 inch D. 28 inch

**A - 4 inch** 706.7 Combustible framing in fire walls.

Kitchens space dimensions require that kitchens have a clear passageway of not less than ________ between counter fronts and appliances or counter fronts and walls. A. 3 feet B. 4 feet C. 5 feet D. 6 feet

**A - 3 feet** 1207.1 Minimum room widths.

Dead ends not exceeding a length equal to twice the width of the mall measured at the narrowest location within the dead-end portion of the mall are not required to be a minimum of 66 inches wide. A. This statement is True for Covered Mall Buildings B. This statement is False for Covered Mall Buildings C. This statement is always False for Covered Mall Buildings D. This statement is False for all commercial buildings

**A - This statement is True for Covered Mall Buildings** 402.8.6 Access to exits. Exception:

The minimum horizontal separation between kiosks or groupings thereof and other structures within a mall is __________ . A. 10 feet B. 20 feet C. 30 feet D. 50 feet

**B - 20 feet** 402.6.2 Kiosks. 3

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

**D - voice/alarm communication system** [F] 402.7.3 Emergency power.

A statement that the described portion of the structure has been inspected for compliance with the requirements of the code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified is required to be found on the: A. Permit Application B. Certificate of Occupancy C. Building Documents D. Request for Appeal

**B- Certificate of Occupancy** [A]111.2 Certificate issued.

In Type I and II construction, The use of electrical wiring methods with combustible insulation, tubing, raceways and related components is permitted when installed in accordance with the limitations of the ______________________. A. This Code B. NEC Code C. NFPA Code D. NFAOSP Code

**A - This Code** 603.1.3 Electrical.

The minimum allowable thickness of reinforced gypsum concrete is _____________ . Exceptions ignored. A. 1-1/2 inches B. 2 inches C. 2-1/2 inches D. 3 inches

**B - 2 inches*** 2514.2 Minimum thickness.

In buildings constructed in accordance with the provisions of conventional light-frame construction bearing partitions __________ to joists must be supported on beams, girders, doubled joists, walls or other bearing partitions. A. between or opposite B. at a right angle C. parallel D. perpendicular

**C- parallel** 2308.4.5 Joists supporting bearing partitions

What is the minimum allowable horizontal area of a window well use for emergency escape? A. 6 square feet B. 8 square feet C. 9 square feet D. 10 square feet

**C - 9 square feet** 1030.4.1 Minimum size.

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

**B - transfer** 2304.3.2 Framing over openings.

Nonclassified roofing is approved material that is not listed as a _______________ roof covering. A. Class A B. Class B C. Class C D. All of the above

**D - All of the above** 1505.5 Nonclassified roofing.

Listed materials used as chimney flue linings must be installed in accordance with the terms of their listings and the _______________________. A. UL B. contractor's experience C. UBC D. manufacturer’s instructions

**D - manufacturer’s instructions** 2113.13.1 Listed materials.

The width of the floor or landing at the top and bottom of each stairway may not be less than _____________________. A. 36 inches B. 42 Inches C. 48 inches D. the width of stairways they serve

**D- the width of stairways they serve** 1011.6 Stairway landings

A building used for assembly purposes with an occupant load of less than ________ persons are classified as a Group B occupancy. A. 50 B. 100 C. 200 D. 500

**A - 50** 303.1.1 Small buildings and tenant spaces.

In assemblies used for structural fire resistance and fire-resistance-rated construction, where protection of the vertical opening by approved shutters at every penetrated floor is permitted in accordance with this the code. The shutters must be of noncombustible construction and have a fire-resistance rating of not less than ____________. A. .5 hours B. 1 hour C. 1.5 hours D. 2 hours

**C - 1.5 hours** 712.1.3.2 Automatic shutters.

Where wood structural panel sheathing is used as the exposed finish on the exterior of outside walls, it must ________________________. A. be adequately painted B. coated with 2 full coats of water seal C. have an exterior exposure durability classification D. not be considered as a structural component for load calculations

**C - have an exterior exposure durability classification** 2304.6.1 Wood structural panel sheathing.

It is the duty of the owner or the owner’s authorized agent to cause the work to remain visible and exposed for inspection purposes. Neither the __________________ nor the jurisdiction are liable for expense entailed in the removal or replacement of any material required to allow inspection. A. contractor B. designer C. subcontractor D. building official

**D - building official** [A] 110.1 General.

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 smokedeveloped index of not more than _______. A. 50 B. 250 C. 450 D. 650

**C - 450** 720.3 Exposed installation.

In assemblies used for structural fire resistance and fire-resistance-rated construction, openings other than _______________ are not permitted in shaft enclosures. A. the required means of egress system B. the exterior walls that serve as a part of a required shaft C. those necessary for the purpose of the shaft D. required automobile ramps open and enclosed

**C - those necessary for the purpose of the shaft** 713.7.1 Prohibited openings.

Which of the following occupancies which contain a fuel burning appliance require carbon monoxide detectors? Exceptions ignored. A. Group I-1, I-2, I-4 B. R C. Group I or R or Group E classrooms D. All of the above

**D - All of the above** [F] 915.1.1 Where required.

In assemblies used for structural fire resistance and fire-resistance-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.

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

Foam plastic interior trim may not constitute more than _________ of the specific wall or ceiling areas to which it is attached. A. 2.5 percent B. 5 percent C. 10 percent D. 15 percent

**C - 10 percent** [F] 2604.2.3 Area limitation

In conventional light-frame construction, exterior gable end walls, braced wall panel sheathing in the top story must be extended and fastened to roof framing where the spacing between parallel exterior braced wall lines is greater than ____________. Exceptions ignored. A. 25 feet B. 40 feet C. 50 feet D. 60 feet

**C - 50 feet** 2308.6.7.2 Top plate connection

In radio and television transmitting stations the code does not apply to electrical equipment used for radio and television transmissions, but does apply to equipment and wiring for supplying power to the installations of towers and antennas. A. TRUE B. FALSE

**A - TRUE** [A] 105.2 Work exempt from permit. Electrical 2.

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 - 18 inches** 402.6.4.3 Location.

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 - 18 inches** 402.6.4.3 Location.

In assemblies used for structural fire resistance and fire-resistance-rated construction, shaft enclosures are required to have a fire-resistance rating of not less than ________________ where connecting four stories or more, and not less than 1 hour where connecting less than four stories. A. .5 hours B. 1 hour C. 1.5 hours D. 2 hours

**D - 2 hours** 713.4 Fire-resistance rating.

What is the minimum density allowable for foam plastic used as interior trim? A. 10 pounds per cubic foot B. 20 pounds per cubic foot C. 30 pounds per cubic foot D. 40 pounds per cubic foot E. pounds per cubic foot

**B - 20 pounds per cubic foot** [F] 2604.2.1 Density.

**A - building official** 1013.1 Where required. Exceptions 2.

Group H Occupancy Classification is for what type of occupancies? A. Health B. High Temperature Storage C. High-Hazard D. Helicopters

**C - High-Hazard** 307.1 High-Hazard Group H.

What is the allowable area of a Group M single story building of Type I-A construction equipped throughout with an automatic sprinkler system? A. 40,000 SF B. 500,000 SF C. 1,140,000 SF D. Unlimited

**D - Unlimited** TABLE 506.2a, b ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET

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)

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

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

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 the is no storage area. A. 14 feet 5 inches B. 18 feet 3 inches C. 19 feet 2 inches D. 21 feet 7 inches

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

Detailed use and occupancy requirements. In addition to the occupancy and construction requirements in the code, the provisions of which chapter applies to the special uses and occupancies described herein. A. Chapter 3 B. Chapter 4 C. Chapter 5 D. Chapter 6

**B - Chapter 4** 401.1 Detailed use and occupancy requirements.

What is the maximum allowable span for rafters of #3 Southern Pine 2X6s spaced 24 inches o.c. roof load = 20 psf, L/D = 180, dead load = 10 psf? Ceiling is not attached to the rafters. A. 8 feet 4 inches B. 10 feet 6 inches C. 11 feet 4 inches D. 12 feet 1 inch

**A - 8 feet 4 inches** Table 2308.7.2(1) Rafter Spans For Common Lumber Species

The building official, will indicate the portion of the construction that is satisfactory as completed, or notify the permit holder or his or her agent the portion or portions that fail to comply with the code. Any portions that do not comply must be corrected and those portions must not be _______________________ until authorized by the building official. A. completed B. re-inspected C. covered or concealed D. exposed

**C - covered or concealed** [A]110.6 Approval required

In Type I and II construction, The use of combustible piping materials is permitted when installed in accordance with the limitations of the _____________________________________________________________. A. International Mechanical Code and the International Plumbing Code B. UBC C. NFPA D. Plumbing Pipe Association of America

**A - International Mechanical Code and the International Plumbing Code** 603.1.2 Piping.

The triangular openings at the open sides of a stair formed by the riser, tread and bottom rail at the open side of a stairway must be of a maximum size such that a sphere of ______________ in diameter cannot pass through the opening. A. 4 inches B. 6 inches C. 8 inches D. 10 inches

**B - 6 inches** 1015.4 Opening limitations. Exceptions 2

A poured concrete basement wall is 8 feet high and 8 inches thick. The lateral backfill soil load is 45 psf. The unbalance backfill height is 7 feet. What is the required re-bar size and spacing. A. #7 at 45" B. #7 at 39" C. #5 at 41" D. #6 at 43"

**C - #5 at 41"** TABLE 1807.1.6.2 Concrete Foundation Walls

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

**C - 72 inches"** 1209.2.3 Showers.

It is the duty of the _______________________________ to notify the building official when work is ready for inspection. A. holder of the building permit or their duly authorized agent B. contractor C. construction supervisor D. design professional or their associates

**A - holder of the building permit or their duly authorized agent** [A]110.5 Inspection requests

The provisions of the code is deemed to nullify any provisions of local, state or federal law. A. TRUE B. FALSE

**B - FALSE** [A] 102.2 Other laws.

Where preservative-treated wood is used in enclosed locations where drying in service cannot readily occur, such wood must be at a moisture content level of _________ or less before being covered with insulation, interior wall finish, floor covering or other materials. A. 10 percent B. 15 percent C. 19 percent D. 24 percent

**C - 19 percent** 2303.1.9.2 Moisture content.

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.

The construction documents submitted with the application for permit require that ____________ showing to scale the size and location of new construction and existing structures on the site, distances from lot lines, the established street grades and the proposed finished grades and, as applicable, flood hazard areas, floodways, and design flood elevations; and it shall be drawn in accordance with an accurate boundary line survey. A. a site plan B. a survey plan prepared by a Civil Engineer C. an elevation view D. an environmental impact statement and plan

**A - a site plan** [A]107.2.5 Site plan.

The use of the provisions for conventional light-frame construction in this section are not to be permitted for buildings in Seismic Design Categories B, C, D, E or F. A. A B. B C. C D. D, E and F E. All the above except A

**E - All the above except A** 2308.2.6 Risk category limitation.

What is the minimum normal weight concrete cover in inches that will provide a Fire-Resistance Rating of 3 hours for a W6 x 15 structural shape steel column? A. 1 inch B. 2 inches C. 2.5 inches D. 3 inches E. none of these

**D - 3 inches** TABLE 722.5.1(7) Minimum Cover (Inch) For Steel Columns Encased In NormalWeight Concrete

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

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

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

In other than Group I-3, curtains, draperies, fabric hangings and similar combustible decorative materials suspended from walls or ceilings may not exceed ___________ of the specific wall or ceiling area to which such materials are attached. A. 25 percent B. 20 percent C. 5 percent D. 10 percent

**D -10 percent** [F] 806.2 Combustible decorative materials.

What is the minimum normal weight concrete cover in inches that will provide a Fire-Resistance Rating of 3 hours for a W14 x 43 structural shape steel column? A. 1 inch B. 2 inches C. 2.5 inches D. 3 inches E. none of these

**D - 3 inches** TABLE 722.5.1(7)Minimum Cover (Inch) For Steel Columns Encased In NormalWeight Concrete

What is the minimum thickness face-to-face required for a wall constructed from wood studs interior partition with gypsum wallboard each side 2X4 wood studs 24 inch on center with 5/8 inch type x gypsum wallboard applied vertically or horizontally nailed with 6d cooler or wallboard nails at 7 inch on center with end joints on nailing members, stagger joints each side, to have a fire resistance rating of 1 hour?: A. 3.5 inches B. 4.75 inches C. 5.75 inches D. 6.75 inches

**B - 4.75 inches** TABLE 721.1(2) Rated Fire-Resistance Periods For Various Walls And Partitions, Item 14-1.3

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 - 25, 450** 2603.7 Interior finish in plenums.

Horizontal sliding, accordion or folding egress doors must be openable by a simple method from both sides _____________________________________. A. without special knowledge or effort B. with keys C. with handles on the inside D. with panic hardware

**A - without special knowledge or effort** 1010.1.4.3 Horizontal sliding doors. 2.

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

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

In buildings where a required accessible floor is __________ or more stories above or below a level of exit discharge, at least one required accessible means of egress must be an elevator complying with the code. A. three B. four C. five D. six

**B - four** 1009.2.1 Elevators required..

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

**D - be added to** 402.8.2.4 Food courts.

A single unit providing complete, independent living facilities for one or more persons, including permanent provisions for living, sleeping, eating, cooking and sanitation. A. Dormitory B. Dwelling Unit C. Boarding House D. Residential Care/Assisted Living Facility

**B - Dwelling Unit** CHAPTER 2 DEFINITIONS

Where installed and fireblocked to comply with Chapter 7, fiberboards are permitted as wall insulation in all types of construction. In fire walls and fire barriers, unless treated to comply with Section 803.1 for Class A materials, the boards shall be cemented directly to the concrete, masonry or other noncombustible base and shall be protected with an approved noncombustible veneer anchored to the base without ________________. A. causing excessive load B. the use of fasteners C. intervening airspaces D. the need for additional insulation

**C - intervening airspaces** 2303.1.6.3 Wall insulation.

An approved audible device, located on the exterior of the building in an approved location, must be connected to each ________________________________. A. emergency evacuation system B. emergency lighting system C. exit alarm system D. automatic sprinkler system

**D - automatic sprinkler system** [F] 903.4.2 Alarms.

Where the application of a new roof covering over wood shingle or shake roofs creates a combustible concealed space, the entire existing surface must be _____________ with gypsum board, mineral fiber, glass fiber or other approved materials securely fastened in place. A. replaced B. covered C. removed and replaced D. flashed

**B - covered** 1511.4 Roof recovering.

Egress courts serving Group R-3 and U occupancies may be not less than ______________ in width. A. 32 inches B. 36 inches C. 40 inches D. 44 inches

**B - 36 inches** 1028.4.1 Width or capacity

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

**B - 250 square feet** 1011.10 Spiral stairways.

The minimum aisle width of assembly seating where the aisle does not serve more than 50 seats is __________. A. 32 inches B. 36 inches C. 40 inches D. 44 inches

**B - 36 inches** 1029.9.1 Minimum aisle width. 1. Exception

The minimum allowable thickness of architectural cast stone on the exterior of a building is ________. A. 0.75 inches B. 1 inch C. 2 inches D. 3 inches

**A - 0.75 inches** Table 1404.2 Minimum Thickness Of Weather Coverings

In assemblies used for structural fire resistance and fire-resistance-rated construction, shaft enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the shaft enclosure includes any basements but not any mezzanines. Shaft enclosures must have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed ________. A. 2 hours B. 3 hours C. 4 hours D. 5 hours

**A - 2 hours** 713.4 Fire-resistance rating.

Where separate central holding cells are provided for adult males, juvenile males, adult females or juvenile females, one of each type shall be accessible. Where central holding cells are provided and are not separated by age or sex, at least ______ must be provided. A. 1 accessible cell B. 2 accessible cells C. 3 accessible cells D. 4 accessible cells

**A - 1 accessible cell** 1108.4.2.1 Central holding cells.

In assemblies used for structural fire resistance and fire-resistance-rated construction, the fire barrier separating incidental accessory occupancies from other spaces in the building must have a fire-resistance rating of not less than ___________. A. 1 hour B. 2 hours C. that indicated in Table 509 D. any of the above

**C - that indicated in Table 509** 707.3.7 Incidental accessory occupancies

Exit signs must be illuminated at all times. To ensure continued illumination for a duration of not less than _________ in case of primary power loss, the sign illumination means must be connected to an emergency power system provided from storage batteries, unit equipment or an on-site generator. Exceptions ignored. A. 30 minutes B. 60 minutes C. 90 minutes D. 120 minutes

**C - 90 minutes** 1013.6.3 Power source.

On buildings, structures, electrical, gas, mechanical and plumbing systems or alterations requiring a permit, a fee for each permit must be paid as required, in accordance with the schedule as established __________________________. A. by the building inspector B. by the International Code Council (ICC) C. by the applicable governing authority. D. by the Uniform Permit Fee Schedule for Commercial Buildings & Structures.

**C - by the applicable governing authority.** [A]109.2 Schedule of permit fees.

Where the combustible exterior wall covering is furred from the wall and forms a solid surface, the distance between the back of the covering and the wall may not exceed ____________ or the concealed space created must be fireblocked in accordance with the code. A. 1-5/8 inches B. 2-1/8 inches C. 2-5/8 inches D. 3-1/8 inches

**A - 1-5/8 inches** 1405.1.3 Fireblocking.

A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling assembly, which is designed and constructed to restrict the movement of smoke. A. fire stop B. fire block C. smoke block D. smoke barrier

**D - smoke barrier** Chapter 2, Definitions.

In light frame construction, footings supporting 3 floors shall have a minimum width of ________________ and a minimum depth of ________________. Exceptions ignored. A. 12 inches, 6 inches B. 15 inches, 6 inches C. 16 inches, 8 inches D. 18 inches, 8 inches

**D - 18 inches, 8 inches** Table 1809.7 Prescriptive Footings Supporting Walls Of Light-Frame Construction

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 - only 1** 1013.1 Where required. Exceptions 1.

The occupant load of a nonsprinklered space is 350 occupants. What is the minimum required combined clear width of the egress doors serving that space? A. 60 inches B. 70 inches C. 80 inches D. 100 inches

**B - 70 inches** 1005.3.2 Other egress components. Answer: 350 occupants x 0.2 inches per occupant = 70 inches

Glazed openings in doors through which a ___________ sphere is unable to pass is not considered hazardous location. A. 3 inch B. 6 inch C. 9 inch D. 12 inch

**A - 3 inch** 2406.4.1 Exceptions: 1.

The area of a one-story, Group A-3 building used as a church, community hall, dance hall, exhibition hall, gymnasium, lecture hall, indoor swimming pool or tennis court of Type I or II construction shall always be limited to 60,000 square feet maximum. A. This is a true statement as to the IBC. B. This is a false statement as to the IBC.

**B - This is a false statement as to the IBC.** 507.6 Group A-3 buildings of Type II construction.

Footings for masonry fireplaces and their chimneys must be constructed of concrete or solid masonry not less than _________ thick and shall extend at least ______ beyond the face of the fireplace or foundation wall on all sides. A. 10 inches, 5 inches B. 6 inches, 12 inches C. 12 inches, 4 inches D. 12 inches, 6 inches

**D - 12 inches, 6 inches** 2113.2 Footings and foundations.

The maximum width of a swinging means of egress door leaf shall be __________ nominal. Exceptions ignored. A. 36 inches B. 42 inches C. 48 inches D. 60 inches

**C - 48 inches** 1010.1.1 Size of doors.

Where used in monolithic glazing systems are used in sloped glazing and skylights. Screens are required within individual dwelling units in ______________________ as applicable in Section 101.2 where fully tempered glass is used as single glazing or as both panes in an insulating glass unit, certain other criteria are met. A. Groups A-1 and A-2 B. Group E C. Groups I-2 and I-3 D. Groups R-2, R-3 and R-4

**D - Groups R-2, R-3 and R-4** 2405.3 Screening. Exceptions 4.

What is the maximum allowable span for floor joist of #1 Douglas Fir-Larch 2X10s spaced 16 inches o.c. in residential living areas, live load = 40 psf, L/D = 360, dead load = 10 psf? A. 16 feet 5 inches B. 13 feet 1 inch C. 9 feet 8 inches D. 19 feet 1 inch

**A - 16 feet 5 inches** Table 2308.4.2.1(2) Floor Joist Spans For Common Lumber Species

In some applications for a building permit, construction documents must show in sufficient detail the location, construction, size and character of all portions of the means of egress in compliance with the provisions of the code. Which of the following groups of occupancies do not require the construction document to show the number of occupants to be accommodated on every floor, and in all rooms and spaces? A. Groups I-2, I-3 B. Groups R-2, R-3 and I-1 C. Groups E-2 D. Groups U-2, U-3

**B - Groups R-2, R-3 and I-1** [A]107.2.3 Means of egress.

Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms are required to have a ceiling height of not less than __________ feet. Exceptions excluded. A. 8 feet B. 7 feet 6 inches C. 7 feet D. 6 feet 8 inches

**C - 7 feet** 1207.2 Minimum ceiling heights.

In assemblies used for structural fire resistance and fire-resistance-rated construction, through penetrations are to be protected using systems installed as ________________ in the approved fire-resistance-rated assembly. A. a unit B. neatly as possible C. tight as possible D. tested

**D - tested** 714.4.1.1 Fire-resistance-rated assemblies.

Cabinets containing fire-fighting equipment such as standpipes, fire hoses, fire extinguishers or fire department valves must not be _______________ or obscured from view. A. installed in public view B. painted yellow C. blocked from use D. behind glass doors

**C - blocked from use** [F] 905.7 Cabinets.

Any portion of a masonry chimney located in the interior of the building or within the exterior wall of the building must have a minimum airspace clearance to combustibles of ___________ . Exceptions ignored. A. 1 inch B. 2 inches C. 4 inches D. 6 inches

**B - 2 inches** 2113.19 Chimney clearances.

A fireplace has on opening area of 5.5 square feet. How far must the heart extend in front of and beyond the sides of this fireplace opening? Hearth extensions shall extend at least ______________ , and at least ________ inches. A. 20 inches in front of, 8 inches beyond each side B. 16 inches in front of, 8 inches beyond each side C. 18 inches in front of, 9 inches beyond each side D. 18 inches in front of, 10 inches beyond each side

**B - 16 inches in front of, 8 inches beyond each side**

Construction in which the exterior load-bearing and nonload-bearing 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

**B - Adobe Construction** SECTION 201 GENERAL DEFINITIONS

A reference plane representing the average of finished ground level adjoining the building at exterior walls. A. flood plane B. maximum drainage plane C. floor plane D. grade plane

**D - grade plane** Chapter 2, Definitions.

Studs must have full bearing on a 2-inch-thick (actual 1 1/2-inch) or larger plate or sill having a width at least equal to the width of the __________. A. studs B. foundation C. sill top D. top plate

**A - studs ** 2304.3.1 Bottom plates.

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

**C - must have an exterior exposure durability classification** 2304.6.1 Wood structural panel sheathing.

An intermediate level or levels between the floor and ceiling of any story and in accordance with Section 505. A. gallery B. stage C. mezzanine D. platform

**C - mezzanine** Chapter 2, Definitions.

What is the maximum allowable span for rafters of #1 Douglas Fir-Larch 2X6s spaced 16 inches o.c. roof load = 20 psf, L/D = 180, dead load = 10 psf? Ceiling is not attached to the rafters. A. 8 feet 4 inches B. 12 feet 6 inches C. 15 feet 4 inches D. 16 feet 3 inches

**C - 15 feet 4 inches** Table 2308.7.2(1) Rafter Spans For Common Lumber Species

What is the fire resistance rating requirement for roof construction and secondary members in a type I-A structure? A. 1 hours B. 1.5 hours C. 2 hours D. 3 hours

**B - 1.5 hours**

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

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

No building or structure may be used or occupied, and no change in the existing occupancy classification of a building or structure or portion thereof may be made until the building official _______________ . Exceptions ignored. A. has issued a building permit B. has issued a certificate of occupancy C. has examined the plans and stamped them approved D. has not identified any code violations

**B - has issued a certificate of occupancy** [A]111.1 Change of occupancy.

In wood construction, consideration must be given in design to the possible effect of cross-grain dimensional changes considered vertically which may occur in lumber fabricated in a ___________ condition. A. arid B. dry C. green D. kiln dried

**C - green** 2303.7 Shrinkage.

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

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

**D - 3 inches** 2308.4.1 Girders.

In buildings constructed in accordance with the provisions of conventional light-frame construction the ends of header joists more than _____________ long shall be supported by framing anchors or joist hangers unless bearing on a beam, partition or wall. A. 4 feet B. 5 feet C. 6 feet D. 7 feet

**C - 6 feet** 2308.4.4 Framing around openings.

Concrete to be placed during freezing or near-freezing weather must ___________________________. A. be heated or otherwise chemically treated to produce it own heat B. comply with the requirements of ACI 318, Section 5.12. C. be insulated by the use straw insulation D. be heated by the use radiant or other heaters

**B - comply with the requirements of ACI 318, Section 5.12.** SECTION 1904 DURABILITY REQUIREMENTS

As applied to fire protection devices, a device or system providing an emergency function without the necessity for human intervention and activated as a result of a predetermined temperature rise, rate of temperature rise or combustion products. A. sensor B. automatic C. remote controlled D. manual

**B - automatic** Chapter 2, Definitions.

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

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

An exterior perimeter building of a group other than H having direct access to a covered mall building but having required means of egress independent of the mall. A. Food Court B. Anchor Building C. Covered Mall Building D. Gross Leas able Area

**B - Anchor Building** Chapter 2 Definitions.

Sleepers and sills on a concrete or masonry slab that is in direct contact with earth must be of ________________ or preservative-treated wood. A. pressure treated B. creosote C. green D. naturally durable

**D - naturally durable** 2304.12.2.4 Sleepers and sills.

In assemblies used for structural fire resistance and fire-resistance-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.

Stair risers shall be solid and vertical or sloped from the underside of the leading edge of the tread above at an angle not more than ________ from the vertical. A. 20 degrees B. 30 degrees C. 45 degrees D. 60 degrees

**B - 30 degrees** 1011.5.5 Nosing and riser profile

Efficiency dwelling units are required to have a living room of not less than ________________ of floor area and an additional ___________________of floor area must be provided for each occupant of such unit in excess of two. A. 220 square feet, 100 square feet B. 100 square feet, 220 square feet C. 120 square feet, 200 square feet D. 220 square feet , 150 square feet

**A - 220 square feet, 100 square feet** 1207.4 Efficiency dwelling units.

Automatic dampers, regardless of the purpose for which they are installed within the smoke control system, must be __________ and conform to the requirements of approved, recognized standards. A. listed B. normally closed C. visible D. normally open

**A - listed** [F] 909.10.4 Automatic dampers.

In assemblies used for structural fire resistance and fire-resistance-rated construction, fire walls shall be continuous from exterior wall to exterior wall and must extend at least _____________ beyond the exterior surface of exterior walls. Exceptions ignored. A. 6 inches B. 12 inches C. 18 inches D. 24 inches

**C - 18 inches** 706.5 Horizontal continuity.

Attics that are used or intended for living purposes or storage _________________________________. A. must be less than 1000 square feet B. are not permitted C. require a special use permit D. shall be protected by an automatic sprinkler system

**D - shall be protected by an automatic sprinkler system** [F] 903.3.1.2.3 Attics. 1.

Clearance between wood siding and earth on the exterior of a building may be not less than _________ or less than _________ vertical from concrete steps, porch slabs, patio slabs and similar horizontal surfaces exposed to the weather except where siding, sheathing and wall framing are of naturally durable or preservative-treated wood. A. 4 inches, 4 inches B. 6 inches, 2 inches C. 8 inches, 4 inches D. 10 inches, 6 inches

**B - 6 inches, 2 inches** 2304.12.1.5 Wood siding.

Aerosols with a total chemical heat of combustion that is greater than 8,600 Btu/lb, but less than or equal to 13,000 Btu/lb. A. Level 1 aerosol products. B. Level 2 aerosol products. C. Level 3 aerosol products. D. Level 4 aerosol products.

B Level 2 aerosol products. SECTION 202 DEFINITIONS

Curved stairways with winder treads must have treads and risers in accordance with the code and the smallest radius may not be less than ________ the required width of the stairway. A. 1.5 times B. 2 times C. 3 times D. 4 times

**B - 2 times** 1011.9 Curved stairways.

Ramps used as part of a means of egress may not have a running slope steeper than __________ in 12 units horizontal. The slope of other ramps may not have a running slope steeper than one unit vertical in _________. A. 1/4 unit vertical, 12 units horizontal B. 1/2 unit vertical, 8 units horizontal C. 1 unit vertical, 8 units horizontal D. 1-1/4 unit vertical, 12 units horizontal

**C - 1 unit vertical, 8 units horizontal** 1012.2 Slope.

In buildings constructed in accordance with the provisions of conventional light-frame construction, roof trusses and rafters may not span more than ___________________ between points of vertical support. A. 32 feet B. 40 feet C. 54 feet D. 60 feet

**B - 40 feet** 2308.2.5 Allowable roof span

Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings which shall open directly onto a public way or onto a yard or court. The minimum net glazed area shall not be less than ______________ of the floor area of the room served. A. 4 percent B. 6 percent C. 8 percent D. 10 percent

**C - 8 percent** 1205.2 Natural light.

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 minimum allowable height that this fire extinguisher can be installed above the floor. A. no limit, can be placed directly on the floor B. 4 inches C. 12 inches D. 3.5 feet

**B - 4 inches** [F] 906.9.2 Extinguishers weighing more than 40 pounds.

Second-hand masonry units may not be reused unless they conform to the requirements ____________, and the units must be of whole, sound materials and free from cracks and other defects that will interfere with proper laying or use and old mortar shall be cleaned from the unit before reuse. A. of their original design B. set by the designer C. set for used masonry units. D. of new units

**D - of new units** 2103.1.1 Second-hand units.

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

**B - 7 feet** 1207.1 Minimum room widths.

The use of a building or structure, or portion thereof, for educational, supervision or personal care services for more than five children older than _________________ , is classified as a Group E occupancy. A. 2.5 years of age B. 5 years of age C. 12 years of age D. 17 years of age

**A - 2.5 years of age** 305.2 Day care.

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 - collector** Chapter 2, Definitions.

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.

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

Every occupied portion of any occupancy in Group A or assembly occupancies accessory to Group E that contains seats, tables, displays, similar fixtures or equipment must be provided with __________________________________. A. open ceiling areas and skylights B. aisles leading to exits or exit access doorways C. natural lighting D. at least 3 means of egress

**B - aisles leading to exits or exit access doorways** 1029.9 Assembly aisles are required.

Glass sloped __________________ or less from vertical in windows, curtain and window walls, doors and other exterior applications must be designed to resist the wind loads in Section 1609 for components and cladding. A. 10 degrees B. 15 degrees C. 20 degrees D. 25 degrees

**B - 15 degrees** 2404.1 Vertical glass.

A-3 Assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to ________________________________. A. Courtrooms, Dance halls (not including food or drink consumption) Exhibition halls B. Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters C. Banquet halls, Night clubs, Restaurants, Taverns and bars D. Amusement arcades, Art galleries, Bowling alleys, Churches, Community halls E. A and D

**E - A and D** 303.1 Assembly Group A3

Minimum uniformly distributed live loads used in design of a bowling alley is ____________________. A. 50 pounds per square foot B. 60 pounds per square foot C. 75 pounds per square foot D. 100 pounds per square foot

**C - 75 pounds per square foot** TABLE 1607.1 Minimum Uniformly Distributed Live Loads And Minimum Concentrated Live Loads

In buildings constructed in seismic design categories D and E accordance with the provisions of conventional light-frame construction, exterior exit balconies, stairs and similar exit facilities are to be positively anchored to the primary structure at not over ____________________ or shall be designed for lateral forces. Such attachment may not be accomplished by use of toenails or nails subject to withdrawal. A. 2 feet o.c. B. 4 feet o.c. C. 6 feet o.c. D. 8 feet o.c.

**D - 8 feet o.c.** 2308.4.10 Anchorage of exterior means of egress components in Seismic Design Categories D and E.

An automatic sprinkler system must be installed at the top of rubbish and linen chutes and in their terminal rooms. Chutes must have additional sprinkler heads installed at alternate floors and at the ____________. A. highest intake B. lowest intake C. central location D. above the center location

**B - lowest intake** F] 903.2.11.2 Rubbish and linen chutes.

An opening through one side (wall, floor or ceiling membrane) of an assembly. A. wall penetration B. ceiling penetration C. membrane penetration D. floor penetration

**C - membrane penetration** Chapter 2 Definitions.

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 new construction, required smoke alarms must receive their primary power from the building wiring where such wiring is served from a commercial source, and the smoke alarms must also be equipped with ______________. Exceptions ignored. A. a battery backup B. a solar power system C. an emergency lighting system D. a power saver system

**A - a battery backup** [F] 907.2.11.6 Power source.

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

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

The capacity of the means of egress required from any story of a building ____________ along the path of egress travel until arrival at the public way. A. must not be reduced B. must be increased C. must not be lengthened D. shall be kept constant

**A - must not be reduced** 1005.4 Continuity.

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

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

The opening around a penetrating item in a fire resistance-rated construction. A. dead space B. annular space C. fire blocking space D. seal housing

**B - annular space** Chapter 2, Definitions..

Installation of a skylight without a curb is permitted on roofs with a minimum slope of ____________ in Group R-3 occupancies. A. 14 degrees B. 25 degrees C. 30 degrees D. 40 degrees

**A - 14 degrees** 2405.4 Framing. Exception