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NCARB Project-Planning-Design Exam Syllabus Topics:
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NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q48-Q53):
NEW QUESTION # 48
A divisional cost breakdown method of cost estimating has which of the following advantages over a cost per square foot method of cost estimating?
- A. It provides a quick reference or check at the early design stages.
- B. It is useful for generic buildings.
- C. It is useful throughout design and construction of the project.
- D. It provides a simple method to calculate costs.
Answer: C
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
The divisional cost breakdown method organizes project costs by divisions (e.g., site work, concrete, finishes), which allows for detailed tracking and estimation of costs throughout design and construction phases. This method is more comprehensive and flexible compared to the simple cost per square foot method, which is primarily useful early in design for rough order-of-magnitude estimates.
Therefore, the divisional method's key advantage is its usefulness throughout the project lifecycle for cost management, enabling more accurate updates and adjustments as design progresses.
References:
ARE 5.0 PPD - Project Costs and Budgeting
The Architect's Handbook of Professional Practice, 15th Edition - Cost Estimating and Control
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NEW QUESTION # 49 

A new, sprinklered, mid-rise office building of Type II-A construction has a ground-level restaurant and offices above. The restaurant has an A-2 occupancy and the offices have a B occupancy. The architect needs to provide fire separation between the two occupancy types and select the most cost-efficient floor/ceiling assembly option.
Which one of the following assemblies is most appropriate?
- A. 2-hour-rated assembly with lightweight precast concrete
- B. 1-hour-rated assembly with 2 x 10 wood joists
- C. 1-hour-rated assembly with open web steel joists @ 24" o.c.
Answer: C
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
According to IBC Table 508.4, with sprinklers installed throughout (S), a 1-hour fire separation is required between A-2 and B occupancies in Type II-A construction.
Open web steel joists (C) can be used in 1-hour-rated assemblies, providing cost efficiency and structural flexibility.
Wood joists (A) might not meet Type II-A non-combustible requirements.
2-hour-rated precast concrete (B) is more costly than needed per code.
Thus, option C balances code compliance and cost.
References:
IBC Table 508.4
ARE 5.0 PPD - Codes and Regulations, Fire Separation
The Architect's Handbook of Professional Practice, 15th Edition - Fire-Resistive Construction
NEW QUESTION # 50
Refer to the exhibit (louvered sunscreen cantilevered with beam). Assume the cantilevered beam is weightless.
Which of the following is the moment diagram?
- A. B
- B. C
- C. A
- D. D
Answer: B
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
For a cantilevered beam loaded uniformly (such as a louvered sunscreen), the bending moment diagram is characterized by:
Maximum negative moment (hogging moment) at the fixed support (where the beam is anchored to the building). This is a large negative moment because the beam is fixed and resists rotation.
The moment decreases linearly to zero at the free end of the cantilever.
Diagram C shows this pattern with maximum moment at the support tapering to zero at the free end, consistent with static beam theory.
Other diagrams show positive moments or incorrect distributions.
This is a standard result taught in structural mechanics and referenced in ARE guidelines related to structural systems.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Structural Systems
The Architect's Handbook of Professional Practice, 15th Edition - Structural Analysis
NEW QUESTION # 51
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 Refer to the exhibit.
What is the required wall finish for rooms 1201 through 1206 on the first floor?
- A. Wall finishes shall have sealed seams that are tight and smooth.
- B. Wall finishes shall be free of fissures, open joints, or crevices that may retain or permit passage of dirt particles.
- C. Wall finishes shall be smooth, scrubbable, and water-resistant.
Answer: C
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Rooms such as medical treatment or healthcare spaces require wall finishes that are smooth, scrubbable, and water-resistant to maintain hygiene and allow for regular cleaning and disinfection.
Tight, sealed seams (A) and absence of fissures (B) are important but part of broader requirements.
The key is surfaces that can withstand cleaning agents and moisture exposure without damage.
This ensures compliance with healthcare facility codes and infection control.
References:
IBC - Healthcare Facilities Chapter
ADA Standards for Accessible Design
ARE 5.0 PPD - Codes and Regulations, Healthcare
NEW QUESTION # 52 
Refer to the exhibit (lighting fixtures with Kelvin temperatures and CRI values).
An architect is evaluating downlighting for a new restaurant. The owner requests the lighting cast a warm light, be energy efficient, and allow for the colors of the chef's food to accurately appear while guests are seated.
What fixture manufacturer satisfies the owner's request?
- A. VeriSPEK Fixtures (Halogen, 3000K, 95 CRI)
- B. Bea-Lele Lighting (LED, 2800K, 91 CRI)
- C. Mornath Industries (Fluorescent, 2800K, 79 CRI)
- D. Luxenardo (Metal Halide, 5000K, 90 CRI)
Answer: B
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
The owner's requirements include:
Warm light: Lower color temperatures (~2700K to 3000K) produce warm light, flattering food and ambiance.
Both Mornath (2800K) and Bea-Lele (2800K) meet this.
Energy efficiency: LEDs are generally more energy efficient than halogen, fluorescent, and metal halide fixtures.
Accurate color rendering: A high Color Rendering Index (CRI) above 90 is desirable to accurately render food colors. Bea-Lele Lighting (91 CRI) and VeriSPEK Fixtures (95 CRI) meet this.
Between Bea-Lele and VeriSPEK, LED fixtures are more energy efficient than halogen, making Bea-Lele Lighting (LED, 2800K, 91 CRI) the best choice.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Lighting Design
The Architect's Handbook of Professional Practice, 15th Edition - Lighting and Color Rendering
NEW QUESTION # 53
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