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最新的 Architect Registration Examination Project-Planning-Design 免費考試真題 (Q24-Q29):
問題 #24
A church congregation has hired an architect to help them determine the feasibility of converting a retail strip mall space into a new church. The space is 30' wide and 125' long and is in an interior location with tenants on both long sides. The client has requested the following:
Natural light into the central gathering space
Nursery space for young children
Church office space
Adequate restrooms
Visually appealing landscaping
Which of the following should the architect consider to help determine if the project can move forward?
Check the three that apply.
- A. Conduct a demographic survey of church membership to determine the capacity of the new restrooms.
- B. Engage a landscaping consultant to determine visually appealing landscaping options.
- C. Investigate the existing water and sewer services to determine their adequacy for the new use classification.
- D. Conduct a demographic survey to determine the number of children to be served by the nursery.
- E. Analyze the existing building exits to determine their adequacy for the new use classification.
- F. Check the existing roof structure to determine potential locations for skylights.
答案:C,E,F
解題說明:
Comprehensive and Detailed Explanation From Exact Extract:
When converting a retail strip mall to a church, the architect must verify that the existing building infrastructure supports the new occupancy:
(A) Exits and egress must be adequate per fire and life safety codes for assembly occupancy.
(B) Roof structure must be evaluated for installing skylights to bring natural light into central spaces.
(C) Water and sewer services need to support increased demand, especially with added restrooms and nursery.
Demographic surveys (D, E) inform program design but do not determine feasibility.
Landscaping consultants (F) are part of later design phases, not initial feasibility.
References:
ARE 5.0 PPD - Project Integration of Program and Systems
The Architect's Handbook of Professional Practice, 15th Edition - Adaptive Reuse
問題 #25
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

Which of the following design solutions best addresses the client's concerns related to building orientation, vehicular circulation, and future expansion?
- A. Cluster patient and emergency vehicle access on the northwest facade with the main entrance adjacent, position staff and service access on the northeast, and minimize the pedestrian plaza to maximize parking area.
- B. Position the main entrance on the northeast facade to align with future Phase 2 development, route all vehicular traffic through a centralized loop road, and locate service equipment behind the building without screening to reduce costs.
- C. Separate vehicular traffic by type with dedicated access points, place the main entrance facing northwest toward parking for convenient access, and locate service equipment on the southeast facade screened as per PD requirements.
- D. Locate all vehicular traffic access on one side of the site to simplify circulation and position the main entrance on the southeast facade facing the highway for maximum visibility.
答案:C
解題說明:
Comprehensive and Detailed Explanation From Exact Extract:
The design must balance client priorities, regulatory requirements, and site conditions:
* Vehicular Circulation:Separating traffic flows by function reduces conflicts and improves safety- patients, staff, deliveries, and emergency vehicles each require distinct circulation paths.
* Building Orientation:The main entrance facing northwest towards parking prioritizes user convenience, even if this orientation has less highway visibility. The southeast facade, visible from the highway, is dedicated to service equipment screened per PD document restrictions.
* Pedestrian Plaza:Providing a pedestrian plaza connected to mixed-use development sidewalks, with bicycle parking and bus stop, aligns with site accessibility and transit integration goals.
* Future Expansion:Positioning the site elements to accommodate Phase 2 on the adjacent southwest vacant site facilitates growth without major disruption.
* Screening and Material Use:Service equipment screening and adherence to PD exterior material percentages maintain design compliance.
* Acoustical Privacy:The layout supports departmental adjacency and separation for privacy, crucial in healthcare design.
* Option B best addresses these concerns and reflects the project's functional, regulatory, and contextual needs as outlined in NCARB ARE 5.0 Project Integration and Site Planning content.
References:
ARE 5.0 Project Planning & Design Content Outline: Project Integration of Program and Systems - Site Planning and Circulation City-approved Planned Development Document ADA Standards for Accessible Design The Architect's Handbook of Professional Practice, 15th Edition, Chapters 6 and 7 on Site Design and Program Integration
問題 #26 
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. 36 inches
- B. 48 inches
- C. 60 inches
- D. 44 inches
答案:D
解題說明:
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
問題 #27 
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. 150 ft per minute
- B. 130 ft per minute
- C. 170 ft per minute
- D. 110 ft per minute
答案:A
解題說明:
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
問題 #28
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. Switchback ramps at 1:12 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. Cutting diagonally across the slope at 1:10 with a handrail
答案:C
解題說明:
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
問題 #29
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