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[General] Realistic NCARB Valid Project-Planning-Design Test Dumps | Try Free Demo before

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【General】 Realistic NCARB Valid Project-Planning-Design Test Dumps | Try Free Demo before

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NCARB Project-Planning-Design Exam Syllabus Topics:
TopicDetails
Topic 1
  • 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 2
  • 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 3
  • 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 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 (Q17-Q22):NEW QUESTION # 17
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 occupancy of the lunch cafe area.
  • B. Required parking will be determined based on the building area.
  • C. Required parking will be determined based on the occupancy of the cooking classroom area.
Answer: B
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 # 18
Which of the following is considered when using natural light as the primary source of ambient light to improve building quality and reduce energy costs?
  • A. Single switched lighting controls
  • B. Clear glazing window wall system
  • C. Operable windows located on opposite walls
  • D. Exterior shading devices
Answer: D
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Using natural light as a primary source of ambient lighting is a sustainable strategy to improve indoor environmental quality and reduce energy consumption. However, careful control of daylighting is essential to avoid glare and overheating.
Exterior shading devices (such as louvers, overhangs, and fins) are critical in managing solar heat gain and glare by controlling direct sunlight before it enters the building envelope. They help maintain visual comfort and reduce cooling loads, directly impacting energy costs and occupant comfort.
Operable windows on opposite walls facilitate cross ventilation, which is beneficial for natural ventilation but does not directly control daylighting quality or energy use related to lighting.
Clear glazing window wall systems maximize daylight penetration but can increase solar heat gain if not properly shaded, thus increasing cooling loads.
Single switched lighting controls are a basic electrical feature and do not influence daylighting quality or energy efficiency related to natural light.
NCARB's PPD guidelines emphasize integrating exterior shading as a passive design strategy to optimize daylight use and reduce reliance on mechanical cooling and artificial lighting, improving building performance sustainably.
References:
ARE 5.0 Project Planning & Design - Environmental Conditions and Context The Architect's Handbook of Professional Practice, 15th Edition - Sustainable Design and Daylighting NCARB Guidelines on Daylighting and Energy Efficiency

NEW QUESTION # 19
An architect is commissioned to design a lodge in a location where the water service is insufficient for a sprinkler system. The architect plans to maximize sight lines by using exposed columns and roof structure in the primary assembly space.
Which of the following systems meet these requirements? Check the three that apply.
  • A. 3" light gauge steel columns with 6" "z" purlins and 28 gauge corrugated metal decking
  • B. 12" diameter peeled log columns with glulam beams and 4" wood decking
  • C. 6" diameter steel columns with open web girders and joists
  • D. 6 x 6 cedar columns with 6" light gauge "z" purlins and fire retardant treated plywood decking
  • E. 6" precast concrete columns, beams, and 8" precast concrete planks
  • F. 8" cast-in-place concrete columns and beams and 8" precast planks
Answer: B,C,D
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
When designing in locations with insufficient water service to support sprinkler systems, architects must rely on inherently fire-resistant materials or assemblies that can provide passive fire protection while also meeting the aesthetic and structural needs of the space. This is especially critical in assembly spaces where sight lines are important and exposed structure is desired.
* Option A: Steel columns with open web girders and joists are acceptable because steel does not combust and can be designed for fire resistance either by inherent fireproofing or applied fireproofing.
The open-web design also supports maximizing sight lines by minimizing visual obstruction.
* Option B: Large peeled log columns with glulam beams and wood decking are commonly used in lodge designs. Although wood is combustible, large timber members like glulam beams char on the surface and maintain structural capacity for a predictable duration under fire conditions, which often meets code for exposed timber in assembly spaces without sprinkler systems.
* Option F: Cedar columns with light gauge steel purlins and fire retardant treated plywood decking can be suitable where fire retardant treatment extends the fire resistance of wood members. This is an accepted strategy in areas lacking sprinkler protection, particularly for visual warmth and compatibility with lodge aesthetics.
* Options C and D: Concrete columns and beams are noncombustible but tend to be bulky and can obstruct sight lines. Additionally, precast planks with concrete may not fit the desired exposed wood or open aesthetic.
* Option E: Light gauge steel columns with corrugated metal decking are lightweight and minimal, but
3" steel columns are structurally insufficient for large assembly spaces and metal decking without proper fireproofing is less common in exposed wood aesthetic projects.
These design choices align with NCARB's Project Planning & Design content regarding material selection for fire resistance, visual requirements, and assembly occupancy considerations. Specifically, the guidelines recommend using heavy timber, fire-retardant-treated wood, or protected steel systems where sprinkler systems are not feasible to comply with fire and life safety codes while addressing architectural intent.
References:
ARE 5.0 PPD Content Outline: Building Systems, Materials, and Assemblies (NCARB) The Architect's Handbook of Professional Practice, 15th Edition, Chapter 13: Building Codes, Standards, and Regulations NCARB ARE 5.0 Guidelines: Fire Protection and Material Performance in Assembly Spaces

NEW QUESTION # 20

Refer to the exhibit (concrete rigid frame building with aluminum curtain wall system).
The drawing shows a proposed concrete rigid frame building enclosed in an aluminum curtain wall system.
To save money, the contractor proposed to eliminate the curtain wall system and substitute steel stud framing, which is anchored between the columns and beams and covered with a stucco finish.
What is the most likely result of this substitution?
  • A. The substitution will work and will save construction cost.
  • B. Increased dead load of the stucco system will overload the frames.
  • C. Wind load on the stud framing will transfer directly to the concrete frame and overload it.
  • D. The stucco will crack due to movement of the frames under lateral loading.
Answer: D
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Curtain wall systems are designed to accommodate building movement, including deflections from wind and seismic loads, and provide an air and moisture barrier without carrying structural loads.
Replacing the curtain wall with a steel stud framing covered with stucco, which is rigid and brittle, will not accommodate differential movement between the frame and cladding. This is likely to cause stucco cracking as the steel framing and concrete frame move differently under lateral loads.
The wind load will not necessarily overload the concrete frame (A), as loads are transferred properly in both systems.
The substitution may save initial cost but will cause durability and maintenance problems (B).
Dead load increase (D) is minimal compared to structural effects of cracking.
NCARB guidelines stress proper cladding systems that can accommodate structural deflections to prevent damage.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Curtain Wall Systems
The Architect's Handbook of Professional Practice, 15th Edition - Building Envelope

NEW QUESTION # 21
Which of the following are characteristics of heavy-timber construction? Check the four that apply.
  • A. Suitability to create unusual layouts or irregular forms
  • B. Relatively rapid on-site erection times
  • C. Susceptibility to rot
  • D. Presence of sapwood to prevent insect damage
  • E. Susceptibility to differential shrinkage
  • F. Fire resistance
Answer: B,C,E,F
Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Heavy timber construction is characterized by:
Fire resistance (A): Large timber members char on the surface when exposed to fire, which protects the structural core, giving inherent fire resistance.
Susceptibility to differential shrinkage (C): Heavy timber elements can shrink unevenly, potentially causing joints or connections to loosen.
Relatively rapid on-site erection times (D): Pre-fabricated heavy timber elements are large and can be quickly erected compared to traditional framing.
Susceptibility to rot (E): Without proper detailing and protection, timber can decay due to moisture exposure.
Unsuitable for unusual layouts or irregular forms (B): Heavy timber tends to be more rigid and better suited for regular layouts.
Presence of sapwood (F): Sapwood is generally more susceptible to insect attack; durable heartwood is preferred to resist insects.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Heavy Timber Construction The Architect's Handbook of Professional Practice, 15th Edition - Wood Construction

NEW QUESTION # 22
......
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