NC Residential Code Flashcards
The minimum width for concrete and masonry footings for a 3 story conventional light frame construction dwelling where the soil load bearing value is 5000 psf is ________ inches.
A. 12
B. 15
C. 17
D. 29
D. 12 inches
Additions, alterations or repairs to any structure shall conform to that required for a new structure _____________ the existing structure to comply with all of the requirements of this code, unless otherwise stated.
A. shall require
B. must require
C. without requiring
D. none of the above
C. without requiring
Emergency escape and rescue openings shall have a minimum net clear opening of _____________ on grade floor openings.
A. 7.5
B. 5.7
C. 5
D. 4
C. 5
A porous layer of gravel, crushed stone or coarse sand shall be placed to a minimum thickness of ____ inches under the basement floor. Provision shall be made for automatic draining of this layer and the gravel or crushed
stone wall footings.
A. 2
B. 3
C. 4
D. 6
C. 4 inches
Handrails on a ramp adjacent to a wall shall have a space of not less than _____inches between the wall and the handrails.
A. 2
B. 2.5
C. 1.75
D. 1.5
D. 1.5 inches
Additions, alterations or repairs shall not cause a(n)
__________________ to become unsafe or adversely affect the performance of the building.
A. existing structure
B. new structure
C. temporary
D. none of the above
A. existing structure
The finished grade of under floor surface may be located at the bottom of the footings, where there is evidence that the groundwater table can rise to within _____ inches of the finished floor at the building perimeter or where there
is evidence that the surface water does not readily drain from the building site, the grade in the under floor space shall be as high as the outside finished grade, unless an approved drainage system is provided.
A. 4
B. 6
C. 8
D. 12
B. 6
The construction documents submitted with the application for permit shall be accompanied by a _________ showing the size and location of new construction and existing structures on the site and distances from lot lines.
A. layout sketch
B. plot rendering
C. site plan
D. none of these
C. site plan ??? diff book
Openings for required guards on the sides of stair treads shall not allow a sphere _______ inches to pass through.
A. 4
B. 4 3/8
C. 6
D. 6 3/8
C. 6 inches
A stair nosing is not required where the tread depth is a minimum of _______ inches
A. 10
B. 11
C. 12
D. 11.5
B. 11
Concrete slab-on-ground floors shall be a minimum _____ inches thick.
A. 4.5
B. 4
C. 3
D. 3.5
D. 3.5 inches
The greatest stair nosing projection shall not exceed the smallest nosing projection by more than ________ inch between two stories, including the nosing at the level of floors and landings.
A. 1/4
B. 3/8
C. 1/2
D. 3/4
B. 3/8 inches
Structural capacities and design provisions for prefabricated wood joists shall be established and monitored in accordance with
___________________.
A. ASTM E 2214
B. APA 13A
C. ASTM D 5055
D. APWI 1525
C. ASTM D 5055
Openings which provide access to all under-floor spaces through a perimeter wall shall be not less than _______________________ inches .
A. 16 X 24
B. 16 X 22
C. 18 X 24
D. 18 X 30
C. 18 X 24
The greatest tread depth within any flight of stairs shall not exceed the smallest by more than \_\_\_\_\_\_\_\_\_ inch. A. .25 B. 3/8 C. .375 D. B or C
B. 3/8
- Cleanout openings shall be provided within _____ inches of the base of each flue within every masonry chimney.
A. 3
B. 6
C. 12
D. 24
B. 6
Handrail height, measured above the finished surface of the ramp slope, shall be not less than _____ inches and not more than _____ inches.
A. 30, 42
B. 34, 40
C. 36, 42
D. 34, 38
D. 34, 38
Footings shall be ________ where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footings will exceed one unit vertical in ten units horizontal.
A. reinforced with rebar
B. increased in depth
C. leveled
D. stepped
D. stepped
Studs shall be continuous from support at the sole plate to a support at the top plate to resist loads perpendicular to the wall. The support shall be a foundation or floor, ceiling or roof diaphragm or shall be designed in accordance with _____________________.
A. local traditional design
B. maximum engineering values
C. accepted engineering practice
D. none of the above
C. accepted engineering practice
Emergency escape and rescue openings shall be operational from the inside of the room without ________________________.
A. keys, tools or special knowledge
B. with three movements of the hand or less
C. with outward force disengagement hardware
D. all of the above
A. keys, tools or special knowledge
Wood studs in nonbearing partitions may be notched to a depth not to exceed _____ percent of a single stud width.
A. 60
B. 35
C. 25
D. 40
D. 40 inches percent
Lateral ties in masonry columns shall be spaced not more than ______ inches on center and shall be at least 3/8 inch diameter. Lateral ties shall be embedded in grout.
A. 4
B. 6
C. 8
D. 12
C. 8 inches
Wood columns shall not be less in nominal size than _____________ and steel columns shall not be less than 3-inch-diameter standard pipe or approved equivalent.
A. 4 inches by 4 inches
B. 3 inches by 3 inches
C. 6 inches by 6 inches
D. none of the above
A. 4 inches by 4 inches
The building official, member of the board of appeals or employee charged with the enforcement of this code, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by this code or other pertinent law or ordinance,
______________________________________________________ for any damage accruing 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. shall thereby be rendered liable personally and is hereby personally
liability
B. shall not thereby be rendered liable personally and is hereby
personally liability
C. shall thereby be rendered liable personally and is hereby relieved
from personal liability
D. shall not thereby be rendered liable personally and is hereby relieved
from personal liability
D. shall not thereby be rendered liable personally and is hereby relieved
from personal liability ??? Admin code