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NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q85-Q90):NEW QUESTION # 85
If evaluating on a life-cycle basis, which of the following effects is the major reason for using native or adapted plantings on-site?
- A. Reduction in irrigation water and fertilizer
- B. Reduction in root adaptation time period
- C. Reduction in transplantation costs
Answer: A
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Native or adapted plantings are used primarily to reduce long-term environmental and maintenance costs in sustainable site design. The most significant life-cycle benefit is the reduction in irrigation water and fertilizer requirements because native plants are naturally suited to local climate and soil conditions. They typically require less supplemental watering, fertilizer, and pesticide use, which reduces resource consumption and maintenance efforts over the plantings' lifespan.
Option B (Reduction in root adaptation time period) is a minor factor relative to water and nutrient needs.
Option C (Reduction in transplantation costs) relates more to initial installation cost rather than long-term life- cycle impacts.
Using native or adapted plant species supports sustainable landscape design principles emphasized in the NCARB PPD content, contributing to water conservation, reduced chemical use, and improved ecological performance.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Sustainable Site Design The Architect's Handbook of Professional Practice, 15th Edition - Landscape and Site Planning NCARB Sustainable Design Guidelines
NEW QUESTION # 86
A proposed six-story commercial building will have a basement level with finished floor 20'-0" below grade.
The building site is located less than 1 mile from the coastline. A site survey indicates that the average site elevation is 5'-0" above sea level.
Based on the site-specific conditions, which four issues should the architect address in the design? Check the four that apply.
- A. Dewatering during construction
- B. Spread footings
- C. Water table height
- D. Potential corrosion of exterior finishes due to salt in water vapor
- E. Radiant flooring in the basement slab
- F. Hydrostatic pressure on basement walls
Answer: A,C,D,F
Explanation:
Comprehensive and Detailed Explanation:
Dewatering during construction (A): The deep excavation (20' below grade) near sea level likely intersects the water table, necessitating dewatering to keep the site dry during construction.
Water table height (B): Proximity to the coast raises the water table, which affects foundation and waterproofing design.
Potential corrosion due to salt (D): Salt in water vapor and marine air can corrode metal exterior finishes and reinforcements; materials and coatings must be selected accordingly.
Hydrostatic pressure on basement walls (E): High water tables create significant lateral water pressure requiring robust waterproofing and structural resistance.
Spread footings (C) may or may not be suitable depending on soil but are not specific to coastal or basement conditions.
Radiant flooring (F) is unrelated to site conditions and more a mechanical choice.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Site and Foundation Design The Architect's Handbook of Professional Practice, 15th Edition - Coastal and Marine Environment Design
NEW QUESTION # 87
An architect is designing a multistory student housing project to be built of light wood framing. The following criteria must be met:
Minimize the floor assembly thickness
Maximize ceiling height
No individual HVAC room controls
No exposed ductwork
Which HVAC system should be selected for this project?
- A. Packaged terminal units (PTAC)
- B. Variable air volume (VAV)
- C. Four-pipe fan-coil system
Answer: C
Explanation:
For multistory residential buildings such as student housing with light wood framing, HVAC system selection must balance space constraints and occupant comfort. The requirement to minimize floor thickness and maximize ceiling height typically rules out bulky ductwork or ceiling-mounted systems.
Packaged Terminal Air Conditioners (PTACs) provide individual room control and require wall penetrations, conflicting with the "no individual HVAC room controls" and likely leading to more complex maintenance.
Variable Air Volume (VAV) systems typically require extensive ductwork and ceiling space, contradicting the goal to minimize floor thickness and eliminate exposed ductwork.
The Four-pipe fan-coil system is an efficient choice for this application: it uses small fan coil units within the ceiling or wall cavities with chilled and hot water supply pipes running vertically. This system minimizes the thickness of mechanical floors and allows centralized control rather than individual room controls. The fan coil units can be concealed, addressing the "no exposed ductwork" criterion.
This approach aligns with NCARB's guidance on HVAC system selection for multifamily and residential occupancies where ceiling height and floor thickness are critical constraints, and centralized control systems are preferred for ease of maintenance and energy management.
References:
ARE 5.0 PPD Study Guide - Building Systems and Assemblies
The Architect's Handbook of Professional Practice, 15th Edition - Mechanical Systems NCARB Guidelines on HVAC Systems for Residential Buildings
NEW QUESTION # 88

Refer to the exhibit (graph of moving walkway speed vs. nominal passengers per hour).
Based on the graphic shown, which of the following moving walkway speeds will deliver 4,500 passengers per hour utilizing a single lane?
- A. 170 ft per minute
- B. 150 ft per minute
- C. 110 ft per minute
- D. 130 ft per minute
Answer: B
Explanation:
The graph plots moving walkway speeds (feet per minute) on the horizontal axis against the nominal number of passengers per hour on the vertical axis. The curve labeled "Single Lane (90 cm tread width)" shows the passenger capacity for different speeds of a single moving walkway lane.
* For a nominal passenger flow of 4,500 passengers per hour on a single lane, trace horizontally from
4,500 on the vertical axis to intersect the single lane curve.
* The intersection corresponds approximately to a speed of 150 feet per minute (fpm).
* Speeds lower than 150 fpm (e.g., 110 or 130 fpm) correspond to lower passenger capacities (below
4,500), while 170 fpm exceeds 4,500 capacity.
This data is important for architects and planners to size and specify moving walkways in transit terminals, airports, or large public buildings to maintain efficient flow and minimize congestion.
According to NCARB's ARE Project Planning & Design guidelines, understanding capacity and circulation rates for building systems such as moving walkways is essential for designing efficient pedestrian movement and circulation within complex buildings.
References:
ARE 5.0 Project Planning & Design Content Outline: Environmental Conditions and Context - Circulation and Transit Systems Black Spectacles ARE Study Materials: Moving Walkways and Passenger Flow Rates The Architect's Handbook of Professional Practice, 15th Edition, Chapter 7: Circulation and Accessibility
NEW QUESTION # 89

Refer to the exhibit (stair connecting four stories, occupant load 100, not accessible exit).
Not including the permitted projection for handrails and stringers, what is the minimum clear width of the stair at dimension X?
- A. 48 inches
- B. 44 inches
- C. 36 inches
- D. 60 inches
Answer: B
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
For stairs serving 100 occupants, building codes such as IBC require a minimum clear width of 44 inches to accommodate occupant egress.
36 inches is typical minimum for stairs serving smaller occupant loads.
Wider widths like 48 or 60 inches are required for higher occupant loads.
Handrails and projections may reduce nominal width but are not included in minimum clear width measurements.
References:
ARE 5.0 PPD - Codes and Regulations, Egress Requirements
IBC 2018 Chapter 10 - Means of Egress
NEW QUESTION # 90
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