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Free PDF NCARB Project-Planning-Design: PDF ARE 5.0 Project Planning & Design (PPD) Download - The Best FreePdfDump Project-Planning-Design Valid Test Objectives
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NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q95-Q100):
NEW QUESTION # 95
A site has been engineered with a 1:20 grade.
Which of the following sidewalk designs would be the most cost-effective way to get from the top to the bottom and still be in compliance with the accessibility standards?
- A. Cutting diagonally across the slope at 1:10 with a handrail
- B. At the same grade as the slope with no handrail
- C. Cutting diagonally across the slope at 1:12 with no handrail
- D. Switchback ramps at 1:12 with a handrail
Answer: C
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
A 1:20 slope means a 5% grade (1 vertical unit per 20 horizontal units), which is slightly steeper than the ideal maximum slope for accessible ramps.
* Option C: Cutting diagonally across the slope at 1:12 (~8.33%) slope without a handrail is the most cost-effective design that still complies with accessibility standards. According to the Americans with Disabilities Act (ADA) and ICC A117.1, the maximum slope for an accessible ramp is 1:12. Handrails are required on ramps with a rise greater than 6 inches (150 mm). If the rise is less than 6 inches, handrails are not required.
Because the diagonal cut reduces the slope to 1:12 and the total rise is likely less than 6 inches given the gentle 1:20 original slope, handrails are not mandatory, making this solution economical and code compliant.
* Option A: Switchback ramps at 1:12 with handrails are compliant but more expensive due to increased construction complexity and space requirements.
* Option B: A 1:10 slope (10%) exceeds the maximum allowed slope for accessible ramps and requires handrails, thus non-compliant.
* Option D: Following the existing 1:20 slope without modification does not provide the maximum accessibility slope and may be acceptable but might not comply with certain stricter local codes for ramps.
Therefore, Option C balances accessibility, cost, and compliance optimally.
References:
ARE 5.0 Project Planning & Design Content Outline: Environmental Conditions and Context - Site Accessibility and Grading ADA Standards for Accessible Design (2010) ICC A117.1 Accessibility Standards The Architect's Handbook of Professional Practice, 15th Edition, Chapter 7: Site Planning and Accessibility
NEW QUESTION # 96
The zoning approval process may involve obtaining which of the following? Check the four that apply.
- A. Variance
- B. Grading permit
- C. Building permit
- D. Conditional use
- E. Undue hardship exemption
- F. Special exception
Answer: A,B,D,F
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Zoning approval can involve:
Variance (A): Permission to deviate from zoning requirements.
Grading permit (C): Approves site grading related to zoning.
Conditional use (D): Allows use under specific conditions.
Special exception (E): Permits uses not normally allowed but granted under certain circumstances.
Building permits (B) are separate from zoning.
Undue hardship exemption (F) is legal but not typically a zoning approval term.
References:
ARE 5.0 PPD - Codes and Regulations, Zoning
The Architect's Handbook of Professional Practice, 15th Edition - Land Use Controls
NEW QUESTION # 97
Refer to the exhibit (residential floor plan with three outlined elevator core locations A, B, C).
During design development, an owner has chosen an elevator that does not fit in the location previously selected for the two-car elevator core. The elevator core should be near the main entrance lobby and centrally located. The minimum program requirements for each residential floor are the following:
One bicycle room
Five studios
Five 1-bed units
Eight 2-bed units
Three 3-bed units
Which outlined location meets the requirements?
- A. C
- B. B
- C. A
Answer: A
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Location C is centrally located near the main entrance lobby and accommodates program requirements. It aligns with circulation patterns and building massing necessary to support efficient vertical transportation and access to all unit types, including bicycle storage.
Locations A and B are less centralized or do not provide convenient access, making C optimal.
References:
ARE 5.0 PPD - Project Integration of Program and Systems
The Architect's Handbook of Professional Practice, 15th Edition - Vertical Transportation
________________________________________
NEW QUESTION # 98
The testing center on the second floor requires a private restroom for testing candidates to use. The architect needs to locate a single toilet restroom in the area that will have the least impact on the existing programming.
Click on the area in the plan where the restroom should be located.
Answer:
Explanation:
Explanation:
* Locating the restroom in the existing small office space minimizes disruption to testing center programming and circulation.
* This space is adjacent to the testing area, providing convenient access for testing candidates while maintaining privacy.
* Repurposing an existing small room avoids reducing seating capacity or requiring major reconfiguration of the larger testing or hallway areas.
* The location is near existing plumbing walls (bathrooms and mechanical rooms in the lower part of the plan), which reduces construction complexity and cost.
This approach aligns with NCARB ARE 5.0 Project Planning & Design content emphasizing efficient space utilization, minimal disruption, and adjacency for functional support spaces in program layouts.
NEW QUESTION # 99
A recital hall requires a clear span of 75 feet. Special consideration must also be given to the prevention of airplane noise that would interfere with performances.
Which of the following wall-bearing structural solutions will provide the most reasonable and economical roof-framing system to meet these needs?
- A. Laminated wood beams spaced at 6'-0" o.c. supporting tongue-and-groove wood decking
- B. Cast-in-place reinforced concrete slab
- C. Long-span steel joists spaced at 7'-6" o.c. supporting preformed metal decking
- D. Precast, prestressed 8' wide concrete tee sections
Answer: B
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
For a recital hall needing noise reduction and a 75-foot clear span:
Cast-in-place reinforced concrete slabs (B) provide mass and stiffness, reducing noise transmission (including airplane noise) and offering sound isolation.
Steel joists and wood beams (A, D) are lighter, less dense, and less effective acoustically.
Precast concrete tees (C) may provide structural support but less acoustic mass.
Therefore, cast-in-place concrete best balances span, acoustics, and cost.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Acoustic and Structural Design
NEW QUESTION # 100
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