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NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q20-Q25):
NEW QUESTION # 20
An architect is selecting a mechanical system for the first floor of a hotel in a temperate climate. They must consider the following:
* The building footprint covers 95% of the small urban site.
* The first floor has an open floor plan that includes a lobby, bar, and restaurant.
* The plan can only accommodate one 500 sf mechanical room.
What mechanical system should the architect recommend?
- A. Geothermal heat pump
- B. Packaged terminal air conditioners
- C. Variable refrigerant flow system
Answer: C
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Variable Refrigerant Flow (VRF) systems are ideal for buildings with space constraints and diverse internal loads. They provide zoned heating and cooling from a compact mechanical room and allow flexibility with open floor plans by serving multiple zones with variable refrigerant volumes.
Geothermal heat pumps (A) require larger mechanical or ground loop spaces and are less practical in tight urban footprints.
Packaged terminal air conditioners (B) serve individual rooms and require space for multiple units and wall penetrations, which may not be feasible in this context.
Hence, VRF systems balance space efficiency, energy performance, and zoning flexibility.
References:
ARE 5.0 PPD - Building Systems and Assemblies, HVAC Systems
The Architect's Handbook of Professional Practice, 15th Edition - Mechanical Systems
________________________________________
NEW QUESTION # 21
Which of the following need to be considered to enhance the acoustic design of an office building? Check the four that apply.
- A. Type of the structural floor system construction between floors
- B. Use of exterior natural or constructed barriers to reduce impact from external noise sources, absorption, and increase reverberation times
- C. Location of noise-sensitive areas relative to noise-producing elements
- D. Acoustical properties of interior floor, wall, and ceiling finish materials
- E. Minimize the use of steel stud framing and gypsum board for interior partitions
- F. Selection of interior finish treatments that will decrease sound absorption
Answer: A,B,C,D
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Enhancing acoustic design requires:
(A) Careful location of noise-sensitive spaces away from noise sources.
(B) Choosing structural floor systems with good sound isolation between floors.
(D) Using exterior barriers (natural or built) to reduce external noise.
(E) Selecting interior finishes with favorable acoustical absorption properties.
Minimizing steel stud framing (C) is not always required; proper detailing can address acoustic issues.
Treatments that decrease sound absorption (F) worsen acoustics.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Acoustics
The Architect's Handbook of Professional Practice, 15th Edition - Acoustic Design
NEW QUESTION # 22
Refer to the exhibit (site designs A through D with tree and shrub placement and prevailing northwest winds indicated).
Which of the following site designs would best protect the structure from prevailing northwest winds?
- A. Site Design A
- B. Site Design D
- C. Site Design B
- D. Site Design C
Answer: C
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
To protect a structure from prevailing winds, dense windbreaks such as evergreen trees should be planted upwind (northwest side) to reduce wind speed and buffer the building.
Site Design B places multiple deciduous and evergreen trees directly upwind (northwest) of the building, effectively creating a natural wind barrier.
Other site designs (A, C, D) do not position enough windbreak vegetation on the northwest side, making them less effective.
NCARB PPD guidelines emphasize site planning strategies that leverage natural vegetation as windbreaks to improve microclimate, energy efficiency, and occupant comfort.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Site Planning and Microclimate The Architect's Handbook of Professional Practice, 15th Edition - Sustainable Site Design
NEW QUESTION # 23
In high-rise building construction, which advantages does the use of composite floor decking offer over the use of flat plates? Check the four that apply.
- A. Lightweight concrete may be used to reduce dead weight of the structure.
- B. Composite decks provide positive reinforcement for concrete slabs.
- C. Metal decks provide a working platform, eliminating the need for wood planking.
- D. Steel construction provides decreased sound transmission compared to flat plate systems.
- E. Composite decks serve as forms for concrete, eliminating the need for forming and stripping.
- F. Shear connectors are not required between the concrete and the beams below.
Answer: A,B,C,E
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Composite floor decking advantages:
(A) Composite action reinforces slabs, improving strength.
(C) Metal decks serve as working platforms, speeding construction.
(D) Decks act as permanent formwork, eliminating temporary formwork.
(E) Lightweight concrete can be used to reduce structural weight.
(B) Shear connectors are required for composite action, so this is incorrect.
(F) Steel generally increases sound transmission compared to flat plate concrete, so false.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Structural Systems
The Architect's Handbook of Professional Practice, 15th Edition - Steel Construction
NEW QUESTION # 24
For a three-story building, which of the following is considered a vertical irregularity with respect to seismic design?
- A. The building has a significant reentrant corner on the front side.
- B. The effective mass of story 2 is two times the mass of story 1.
- C. Interior symmetrically placed shear walls are four times as stiff as perimeter columns.
- D. The effective mass of the roof is one-half the mass of the floor immediately below.
Answer: B
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
In seismic design, vertical irregularities are discontinuities or abrupt changes in the building's mass, stiffness, or geometry that can affect seismic response and increase vulnerability during an earthquake. The NCARB ARE 5.0 Project Planning & Design guidelines describe vertical irregularities as changes occurring along the height of the building.
* Option C describes a mass irregularity where story 2 has twice the effective mass of story 1. According to seismic code provisions (such as those referenced in ASCE 7 and adopted by IBC), a vertical mass irregularity is present if the effective seismic mass in any story is more than 150% (1.5 times) or less than 70% (0.7 times) of the mass of an adjacent story. Here, doubling the mass is a significant vertical irregularity that affects the dynamic behavior and design.
* Option A, the roof mass being half that of the floor below, is a decrease in mass but less than the typical threshold of 30% difference (the ratio is 0.5, which is a 50% difference). This might also be considered, but the mass irregularity is more typically flagged at the 1.5x or 0.7x threshold and tends to be more critical in lower floors, making C the clearer choice.
* Option B describes a reentrant corner, which is a horizontal plan irregularity, not vertical. Reentrant corners affect torsional behavior but are not classified as vertical irregularities.
* Option D refers to stiffness differences between interior shear walls and perimeter columns but, when symmetrically placed, this is not necessarily considered an irregularity. Vertical stiffness irregularities are defined by abrupt stiffness changes in vertical elements, but symmetry mitigates torsional effects.
The presence of vertical mass irregularities significantly influences seismic forces distribution, dynamic response, and the potential for torsional motions. Designers must recognize these irregularities per NCARB guidelines and apply appropriate structural detailing and design modifications to meet life-safety requirements.
References:
ARE 5.0 Project Planning & Design Outline: Environmental Conditions and Context - Seismic Design Considerations NCARB ARE 5.0 Guidelines, Seismic Design and Irregularities ASCE 7-16, Chapter 12 - Seismic Design Criteria The Architect's Handbook of Professional Practice, 15th Edition, Chapter 13: Building Codes, Standards, and Regulations
NEW QUESTION # 25
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