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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q19-Q24):
NEW QUESTION # 19
Owners of a busy two-story theater complex want to renovate. The new renovations include increasing the second floor lobby and doubling the number of second floor movie screens. The owner favors the use of escalators. Movies are scheduled to start simultaneously every three hours. The theater currently has a pair of
24-inch-wide parallel escalators, one of which goes up and the other down.
Which of the following should be proposed to accommodate the increased traffic to the second floor?
- A. Increase the existing escalator speeds to 130 fpm
- B. Install a new escalator that reverses direction
- C. Extend balustrades at escalator landings
- D. Install a new elevator in the lobby
Answer: B
Explanation:
Given:
The theater doubles its second-floor movie screens, increasing patron traffic.
Existing escalators are two 24-inch wide units, one up and one down, with simultaneous movie start times every 3 hours.
To handle increased traffic:
Increasing existing escalator speed to 130 fpm (option A) is limited by safety and code limits (typically max around 100 fpm); also increases wear.
Installing a new elevator (option B) is helpful for accessibility but does not efficiently handle high flow of large crowds during peak.
Installing a new escalator that reverses direction (option C) (also called a "dance" or "two-way" escalator) allows flexibility to accommodate peak traffic flow-e.g., two escalators up during rush times and one down, or vice versa.
Extending balustrades (option D) improves safety but does not increase capacity.
Therefore, option C is the best solution to manage increased passenger flow.
References:
NCARB ARE 5.0 Review Manual, Environmental Systems and Building Services chapter Vertical transportation design principles in public assembly spaces ASME A17.1 Safety Code for Elevators and Escalators
NEW QUESTION # 20
Fire and smoke control requirements for air ducts include which of the following? Check the three that apply.
- A. Balancing damper
- B. Smoke barrier
- C. Smoke damper
- D. Fire damper
- E. Variable-volume smoke controls
- F. Air-handler shut-down sensors
Answer: C,D,F
Explanation:
HVAC duct penetrations through fire/smoke rated assemblies require listed dampers and control/sensing to limit spread of flame and smoke.
Fire dampers (D) close on heat to maintain the fire-resistance rating of penetrated assemblies.
Smoke dampers (A) limit smoke migration in smoke partitions/barriers and in smoke control systems.
Air-handler shut-down sensors (F) (e.g., duct smoke detectors interfaced with the FA system) stop fans to prevent smoke distribution.
Not required: Balancing dampers (B) (for airflow only); Smoke barrier (C) (a wall/assembly requirement, not a duct device); Variable-volume smoke controls (E) (project-specific engineering, not a base requirement).
PDD refs: IBC Ch. 7 & 9; IMC §§607 (dampers) & 606 (smoke detection in ducts); ARE 5.0 PDD-MEP/fire protection integration.
NEW QUESTION # 21 
Refer to the exhibit.
During spring rains, the foundation walls around the basement space, as illustrated, experience an increase in lateral pressures.
Which one of the following is also a major concern?
- A. Increased weight on the footings
- B. Moisture absorption of the concrete foundation wall
- C. Vertical upward pressure on the basement floor
- D. Differential lateral pressure on total building structure
Answer: C
Explanation:
The diagram shows a basement foundation wall below the water table. During heavy rains, the water table can rise, increasing hydrostatic pressure against foundation walls and under the slab.
Key concern:
While lateral water pressure against the walls is a factor, the question specifies "also a major concern". In this scenario, the water pressure beneath the slab can cause buoyant uplift - vertical upward pressure - known as hydrostatic uplift or floatation.
If this upward force exceeds the weight of the slab and the structure above, it can cause the slab to crack, lift, or fail - especially if there is no adequate under-slab drainage or tiedown anchors.
Why not the other options:
A). Moisture absorption of the concrete foundation wall - Concrete is porous, but waterproofing and drainage address this; not as critical in terms of structural threat as uplift.
B). Increased weight on the footings - Hydrostatic pressure acts laterally and upward; it does not significantly increase vertical load on footings in the same way dead load does.
D). Differential lateral pressure on total building structure - Lateral pressure affects the foundation walls, but
"total building structure" is less directly impacted than the immediate risk to the slab from uplift.
NCARB PDD References:
ARE 5.0 Handbook - PDD Section: Site conditions and foundation systems
IBC 2018 Section 1805.4 - Waterproofing and drainage
Foundation Engineering principles - Hydrostatic uplift and buoyancy
NCARB PDD Study Guide Topic: Subsurface water control (sumps, drain tiles, hydrostatic relief)
NEW QUESTION # 22
The design of a 10-story residential building features a curtain wall system on all four elevations. Due to diurnal temperature swings in the area, the curtain wall will need a thermal break to prevent the transfer of heat into the building.
Click on the thermal break in the pressure-plate mullion detail.
Answer:
Explanation:
Explanation:
In the provided pressure-plate curtain wall mullion detail, the thermal break is typically located between the interior and exterior aluminum components of the mullion to prevent conductive heat transfer.
# Thermal Break Location:
Look for the black or dark shaded strip in the middle of the mullion where the two separate metal parts meet - this strip is a non-metallic insulating material (usually polyamide or other plastic) that interrupts the metal-to-metal connection between interior and exterior.
In this image, the thermal break is located:
## In the vertical center of the mullion, between the inner and outer aluminum extrusions, where a black isolator or separator is shown (just above and below the screw/fastener).
Clicking on this narrow dark band (thermal isolator) between the inner and outer components of the curtain wall mullion would be the correct hotspot answer.
NEW QUESTION # 23
Coordination of a motorized movable partition used to subdivide a gymnasium should include which of the following?
- A. Structural engineer and the mechanical engineer
- B. Structural engineer and the electrical engineer
- C. Fire protection engineer and the furniture and equipment consultant
- D. Fire protection engineer and the electrical engineer
Answer: B
Explanation:
A motorized movable partition used to subdivide a gymnasium requires coordination with:
The structural engineer: to ensure the partition loads are supported, especially if the system is suspended or has track supports.
The electrical engineer: to provide power for the motorized operation, controls, and safety systems.
Mechanical and fire protection engineers are typically less involved unless the partition affects HVAC zones or fire separation requirements, and furniture consultants typically do not deal with structural or electrical coordination.
References:
NCARB ARE 5.0 Review Manual, Building Systems and Coordination chapter
Manufacturer installation guidelines for motorized partitions
MEP coordination best practices
NEW QUESTION # 24
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