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Vce Project-Planning-Design Files, Project-Planning-Design Test Dumps Pdf

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NCARB Project-Planning-Design Exam Syllabus Topics:

Topic
Details

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

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 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

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.

Topic 5

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.

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NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q25-Q30):

NEW QUESTION # 25
A recital hall requires a clear span of 75 feet. Special consideration must also be given to the prevention of airplane noise that would interfere with performances.
Which of the following wall-bearing structural solutions will provide the most reasonable and economical roof-framing system to meet these needs?

A. Laminated wood beams spaced at 6'-0" o.c. supporting tongue-and-groove wood decking
B. Precast, prestressed 8' wide concrete tee sections
C. Long-span steel joists spaced at 7'-6" o.c. supporting preformed metal decking
D. Cast-in-place reinforced concrete slab

Answer: D

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
For a recital hall needing noise reduction and a 75-foot clear span:
Cast-in-place reinforced concrete slabs (B) provide mass and stiffness, reducing noise transmission (including airplane noise) and offering sound isolation.
Steel joists and wood beams (A, D) are lighter, less dense, and less effective acoustically.
Precast concrete tees (C) may provide structural support but less acoustic mass.
Therefore, cast-in-place concrete best balances span, acoustics, and cost.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Acoustic and Structural Design

NEW QUESTION # 26
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. 6" diameter steel columns with open web girders and joists
C. 6" precast concrete columns, beams, and 8" precast concrete planks
D. 6 x 6 cedar columns with 6" light gauge "z" purlins and fire retardant treated plywood decking
E. 12" diameter peeled log columns with glulam beams and 4" wood decking
F. 8" cast-in-place concrete columns and beams and 8" precast planks

Answer: B,D,E

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 # 27
The rehabilitation of a warehouse for a commercial occupancy has a heavy anticipated electrical distribution load and it is expected that the current of the electrical system will be expanded in the near future.
The least expensive and most flexible electrical distribution system would be comprised of which one of the following?

A. Paralleled sets of copper wire in conduits
B. Paralleled sets of aluminum wire in conduits
C. Single large aluminum or copper conductor
D. Aluminum or copper bus duct with tap boxes

Answer: D

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Bus duct systems with tap boxes offer modular, flexible electrical distribution capable of handling high loads and allowing easy future expansions with minimal disruption and cost.
Paralleled wires (A, B) increase complexity and are less flexible.
Single large conductors (C) are limited in expansion.
Bus ducts optimize installation speed, scalability, and cost in commercial building retrofits.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Electrical Systems
The Architect's Handbook of Professional Practice, 15th Edition - Electrical Distribution

NEW QUESTION # 28
The architect's greatest contribution to good seismic design is in the design of which of the following?

A. Structural components and connections
B. Building's interior partition arrangement
C. Building's plan and cross-sectional configuration
D. Site location and building orientation

Answer: C

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Architects have the most influence on seismic performance through building form and configuration, including the plan and cross-sectional layout. A regular, symmetrical, and well-configured building reduces torsional forces and stress concentrations during seismic events.
Structural components and connections (A) are primarily the engineer's responsibility.
Interior partitions (B) affect non-structural behavior but are less critical to seismic response.
Site location and orientation (D) influence seismic forces but are often fixed or limited by client and site constraints.
Thus, architects significantly improve seismic safety through thoughtful spatial and structural configuration design.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Seismic Design
The Architect's Handbook of Professional Practice, 15th Edition - Earthquake Resistant Design

NEW QUESTION # 29
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. Operable windows located on opposite walls
B. Clear glazing window wall system
C. Single switched lighting controls
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 # 30
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