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NCARB Project-Planning-Design Exam Syllabus Topics:

Topic	Details
Topic 1	Codes & Regulations: This section of the exam measures the skills of project architects and focuses on applying zoning laws, environmental rules, and building codes during the planning stage. Candidates are tested on how to integrate multiple regulatory requirements into a project’s design effectively.
Topic 2	Project Integration of Program & Systems: This section of the exam measures skills of project architects and focuses on integrating decisions about environmental conditions, codes, and building systems into one cohesive project design. It highlights how to configure the building and incorporate both program requirements and contextual conditions in a unified design approach.
Topic 3	Environmental Conditions & Context: This section of the exam measures skills of architectural designers and covers how to use site analysis information to determine building placement and environmental planning decisions. It emphasizes applying sustainable principles and considering the neighborhood context to guide project design.
Topic 4	Building Systems, Materials, & Assemblies: This section of the exam measures skills of architectural designers and covers the understanding of building systems such as mechanical, electrical, and plumbing, along with structural and specialty systems. It also involves selecting appropriate materials and assemblies to align with program needs, budgets, and regulations.
Topic 5	Project Costs & Budgeting: This section of the exam measures skills of architectural designers and assesses the ability to evaluate design alternatives based on program goals, perform cost evaluations, and manage cost considerations throughout the design process.

NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q58-Q63):

NEW QUESTION # 58
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 The client decides to build-out and lease the second floor shell space as a lunch cafe with cooking classes as an additional function in the evening.

A. Required parking will be determined based on the occupancy of the cooking classroom area.
B. Required parking will be determined based on occupancy of the lunch cafe area.
C. Required parking will be determined based on the building area.

Answer: C

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Parking requirements in mixed-use developments governed by Planned Development (PD) documents are typically calculated based on the total building area or gross floor area, especially when multiple uses occur within the same building or floor.
This method simplifies administration and ensures adequate parking for all uses.
Determining parking based only on specific uses such as cafe or cooking classroom (A, B) can lead to under or overestimation, especially with shared parking scenarios.
Thus, building area-based parking calculation is the most reliable and compliant approach.
References:
Planned Development Document
Local Zoning Ordinance Excerpts
ARE 5.0 PPD - Codes and Regulations, Parking Requirements

NEW QUESTION # 59
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 root adaptation time period
B. Reduction in transplantation costs
C. Reduction in irrigation water and fertilizer

Answer: C

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 # 60
According to model codes, wind pressure can be positive on the roof of a low-rise building when wind is which one of the following?

A. Parallel to long side and the roof is flat
B. Parallel to the ridge and roof slope is 30 to 45 degrees
C. Perpendicular to ridge and roof slope is 30 to 45 degrees
D. Perpendicular to ridge and roof slope is 15 degrees

Answer: C

Explanation:
Wind pressure on a building's roof can be either positive (pressure pushing down on the surface) or negative (suction or uplift). The distribution of pressure depends largely on wind direction relative to the building geometry and roof slope.
* Option C: When wind strikes the roof perpendicular to the ridge with slopes between 30 and 45 degrees, the wind creates a positive pressure on the windward side of the roof. This is because the air impinges directly onto the sloped surface, pushing downward and exerting positive pressure. The leeward side of the roof, by contrast, experiences negative pressure (suction). This condition is well documented in ASCE 7 and reflected in the IBC (International Building Code) wind load provisions.
* Option A: Wind parallel to the long side with a flat roof typically causes mostly negative pressures (suction) on the roof, not positive pressures, because the airflow accelerates over the roof surface.
* Options B and D: At lower roof slopes (like 15 degrees) or when the wind is parallel to the ridge with moderate slopes, the roof usually experiences suction (negative pressure) rather than positive pressure.
The flatter or more parallel the surface is relative to wind flow, the more suction effects dominate.
Positive wind pressure on roofs is important for structural design because it influences the design of roofing systems, connections, and overall structural loads. Understanding when and where positive pressure occurs ensures proper anchorage and prevents failures due to uplift or overturning forces.
References:
ARE 5.0 Project Planning & Design Content Outline: Environmental Conditions and Context - Wind Loads and Effects ASCE 7-16: Minimum Design Loads for Buildings and Other Structures (Chapter on Wind Loads) The Architect's Handbook of Professional Practice, 15th Edition, Chapter 13: Building Codes, Standards, and Regulations - Wind Design

NEW QUESTION # 61

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. 130 ft per minute
B. 110 ft per minute
C. 150 ft per minute
D. 170 ft per minute

Answer: C

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 # 62
A 100,000-square-foot distribution warehouse has roof drains around the perimeter.
Which combination of structure and roofing system insulation is most cost effective?

A. Level open web joists with tapered rigid insulation
B. Sloped rigid frame with rigid insulation
C. Level rigid frame with tapered rigid insulation
D. Sloped open web joists with rigid insulation

Answer: A

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Open web joists allow longer spans and reduce steel use, lowering structure costs.
Level roofs with tapered rigid insulation direct water toward drains without requiring sloping of the structure, reducing structural complexity and cost.
Sloped structures (B, D) require more framing and labor.
Tapered insulation effectively provides slope for drainage on a flat roof.
Therefore, level open web joists with tapered rigid insulation provide the best cost-efficiency.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Roof Systems
The Architect's Handbook of Professional Practice, 15th Edition - Roof Design
________________________________________

NEW QUESTION # 63
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100% Pass 2026 High-quality NCARB Latest Project-Planning-Design Test Pass4sure

Certification NCARB Project-Planning-Design Dumps, Real Project-Planning-Design Question

NCARB Project-Planning-Design Exam Syllabus Topics:

NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q58-Q63):

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