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NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q42-Q47):
NEW QUESTION # 42
A midrise concrete frame structure originally designed for an area of low seismic risk must be redesigned for use in an area of high seismic risk.
Which one of the following modifications will have the highest construction cost?
- A. Bracing a soft story
- B. Redesigning as a braced-frame structure
- C. Adding substantial shear walls
- D. Redesigning as a ductile moment-resisting frame
Answer: D
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Redesigning a building for high seismic risk typically requires enhanced lateral force-resisting systems:
Ductile moment-resisting frames (B) involve special detailing for energy dissipation and ductility, requiring larger and more complex reinforcement, resulting in high construction costs.
Adding shear walls (A) or braced frames (C) can be more economical lateral systems but may affect architectural layouts.
Bracing a soft story (D) is a mitigation technique and usually less costly than complete frame redesign.
Therefore, ductile moment-resisting frame redesign is the costliest option.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Seismic Design
The Architect's Handbook of Professional Practice, 15th Edition - Seismic Retrofitting and Design
NEW QUESTION # 43
A new four-story apartment building is being designed on a site that has solid bedrock subsurface conditions.
The client requested the lowest cost of installation, highest energy efficiency, the shortest round trip time, and minimized loss of usable building space.
Which elevator type should the architect recommend?
- A. Machine-roomless elevator
- B. Dual jack hole-less hydraulic elevator
- C. Conventional hydraulic elevator
- D. Gearless traction elevator
Answer: A
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Given the constraints:
Lowest cost of installation and minimized loss of usable space favor elevators that don't require a separate machine room.
Machine-roomless elevators (D) have compact machinery integrated within the hoistway, reducing space needs and construction costs.
Hydraulic elevators (A, C) require pits and often larger machine rooms, and are less energy efficient and have slower round trip times compared to traction types.
Gearless traction elevators (B) provide excellent speed and efficiency but usually require machine rooms, increasing cost and space.
Thus, machine-roomless elevators balance cost, efficiency, space, and speed best for mid-rise residential buildings.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Vertical Transportation
The Architect's Handbook of Professional Practice, 15th Edition - Elevators and Conveying Systems
NEW QUESTION # 44
An architect has just received client approval of the Schematic Design documents for a three-story, outpatient medical clinic. The clinic is located within a mixed-use development governed by a City-approved Planned Development (PD) document. The medical clinic design utilizes standardized departmental layouts and includes outpatient clinics, as well as treatment spaces, administrative spaces and public/lobby spaces.
The site needs to accommodate four different vehicular traffic flows: patient traffic, staff traffic, service and delivery traffic, and emergency services traffic. In addition, a pedestrian plaza must connect to the mixed-use development sidewalks. The plaza must provide space for bicycle parking and will serve as the future bus stop.
The site design addresses several challenges related to building orientation. The southeast facade, with excellent visibility from the highway, is the location of all service equipment. The building entrance faces northwest, convenient to the parking but not visible from the highway.
The client believes future patient volumes will outgrow the clinic. The PD document allows for a planned Phase 2 development on the adjacent vacant site to the southwest. Phase 2 would include a second building (2 story, 80,000 BGSF) and/or a parking deck.
Other considerations for the project include:
* Protected tree requirements are defined in the PD document.
* Easy pedestrian access must be provided from Sycamore Boulevard.
* All required parking for the clinic must be accommodated on site.
* Programmed area includes 109,450 Departmental Gross Square Feet (DGSF) / 130,184 Building Gross Square Feet (BGSF).
* Exterior material percentages are dictated by the PD document and shall not exceed specific percentages for Primary and Secondary Finishes.
* All service equipment needs to be screened; see PD document for restrictions.
* Signage opportunities are important to the client.
* Acoustical privacy is a concern of the healthcare system.
The following resources are available for your reference:
* Drawings, including a perspective, plans, and exterior elevations
* Building Program, including client's departmental program and detailed program for Treatment 01 (Infusion)
* Exterior Material Cost Comparisons
* Planned Development Document
* IBC Excerpts, showing relevant code sections
* ADA Excerpts, showing relevant sections from the ADA Standards for Accessible Design After construction, the owner asks the architect to integrate sustainable features that would offset building operational costs and have minimal changes to the existing design and future development.
Which of the following sustainable features should the architect consider?
- A. Roof-mounted PV panels
- B. Ground-mounted PV panels
- C. Building-mounted vertical sunshades
Answer: A
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Roof-mounted photovoltaic (PV) panels are the most appropriate sustainable feature to offset building operational costs with minimal design changes, especially in a mixed-use development with planned future expansion.
Building-mounted vertical sunshades (A) require design integration and may affect exterior finishes and daylighting.
Ground-mounted PV panels (C) require additional land and site preparation, which could conflict with future development plans and site constraints.
Roof-mounted PV panels maximize use of existing roof space, reduce energy costs, and are relatively easy to integrate with minimal impact on building massing or future phases.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Renewable Energy
Planned Development Document
NEW QUESTION # 45
What is the primary benefit of underground detention with controlled discharge to a waterway?
- A. Minimizing site improvement costs
- B. Ensuring the protection of groundwater purity
- C. Providing a new wetlands environment
- D. Maximizing the developable site area
Answer: D
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Underground detention systems store stormwater beneath the surface, reducing runoff rates by releasing water slowly to waterways. The primary benefit is that they minimize surface land use for detention basins, thereby maximizing the developable site area available for buildings and landscaping.
Groundwater purity protection (A) is managed by treatment practices but is not the primary benefit of detention.
Site improvement costs (C) may increase due to system complexity.
Creating wetlands (D) relates to retention basins, not underground detention.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Stormwater Management The Architect's Handbook of Professional Practice, 15th Edition - Site Planning and Drainage
________________________________________
NEW QUESTION # 46
An elementary school requires a renovation, selective demolition, and a major addition in order to accommodate a growing student population. An architectural firm has prepared schematic design plans incorporating the school's increased programmatic needs, including an enlarged library, cafeteria, and gymnasium; a secure courtyard; and additional space for administrative offices and classrooms. The main entrance was relocated in order to improve the traffic and pedestrian flow at the beginning and end of the school day, and additional parking was provided to comply with current zoning requirements.
The existing single-story masonry building was built in 1950. Two small additions were built later: the north addition will be kept and repurposed, but the south addition will be demolished. The building contains asbestos and lead in roof soffits, floor tiles, pipe insulation, and window paint. All existing mechanical systems need to be replaced; new systems have not been selected.
Considerations for the renovation include:
*The relocated front entrance must be easily recognizable, highly visible, and secure.
*Interior and exterior materials need to be durable and maintainable in order to withstand frequent student abuse, but also economical due to strict budget limitations.
*Good indoor air quality and increased energy efficiency are priorities for the selection of mechanical equipment.
After completion, the entire school should look uniform, without a distinctive difference between the existing building and new addition.
Building information:
*Construction Type is II-B.
The following resources are available for your reference:
*Existing Plans, including site and floor plans
*Proposed Plans, including site and floor plans
*Cost Analysis
*Zoning Ordinance Excerpts, for off-street parking requirements
*IBC Excerpts, showing relevant code sections
*ADA Standards Excerpts, showing relevant sections from the ADA Standards for Accessible Design An elementary school library has an occupancy load of 150.
What is the minimum clear opening width required?
- A. 32"
- B. 30"
- C. 36"
Answer: C
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
According to ADA Standards and IBC egress requirements for an occupancy load of 150, the minimum clear opening width for doors must be at least 36 inches to accommodate the expected occupant flow and provide accessible egress.
30" or 32" openings are too narrow for this occupancy load.
Ensuring the minimum door width meets code is essential for safe and accessible design.
References:
ADA Standards for Accessible Design
IBC Chapter 10 - Means of Egress
ARE 5.0 PPD - Codes and Regulations
________________________________________
NEW QUESTION # 47
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